1 First Reading City of Hollywood Staff Summary Request PO-2009-12 Title: An Ordinance Of The City Of Hollywood, Florida, Amending Chapter 52 Of The Code Of Ordinances Titled "Sewer Use" To Include Implementation Of A New Rate And Increased Sewer Reserve Capacity Charges ("Impact Fees") Critical To Providing Reliable Wastewater Services; Providing An October 1, 2009 Effective Date For The Increased Impact Fees And An Immediate Effective Date For The Remainder Of This Ordinance. Recommendation: Approval of the attached Resolution. Explanation: The City of Hollywood’s Department of Public Utilities provides the critical role of collecting, treating and disposing of wastewater within the City of Hollywood and for six (6) surrounding communities, through its Southern Regional Wastewater Treatment Plant, and it is essential for the proper planning to take place in order to provide reliable wastewater services to the community. The City of Hollywood has completed a comprehensive Wastewater Master Plan to serve as a primary planning tool to help meet regulatory requirements, identify critical asset renewal and replacement needs. The Wastewater Master Plan identified critical wastewater infrastructure assets that are well beyond their useful life which may pose public health and safety risks if not addressed promptly. The City of Hollywood will need to start various initiatives and projects for compliance with various regulatory requirements including, but not limited to, the reduction of nutrients in the ocean outfall, and on April 15, 2009, the City Hollywood City Commission formally adopted the Wastewater Master Plan. #34
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1
First Reading
City of Hollywood Staff Summary Request
PO-2009-12
Title: An Ordinance Of The City Of Hollywood, Florida, Amending
Chapter 52 Of The Code Of Ordinances Titled "Sewer Use" To Include Implementation Of A New Rate And Increased Sewer Reserve Capacity Charges ("Impact Fees") Critical To Providing Reliable Wastewater Services; Providing An October 1, 2009 Effective Date For The Increased Impact Fees And An Immediate Effective Date For The Remainder Of This Ordinance.
Recommendation: Approval of the attached Resolution.
Explanation: The City of Hollywood’s Department of Public Utilities provides the critical role of collecting, treating and disposing of wastewater within the City of Hollywood and for six (6) surrounding communities, through its Southern Regional Wastewater Treatment Plant, and it is essential for the proper planning to take place in order to provide reliable wastewater services to the community. The City of Hollywood has completed a comprehensive Wastewater Master Plan to serve as a primary planning tool to help meet regulatory requirements, identify critical asset renewal and replacement needs. The Wastewater Master Plan identified critical wastewater infrastructure assets that are well beyond their useful life which may pose public health and safety risks if not addressed promptly. The City of Hollywood will need to start various initiatives and projects for compliance with various regulatory requirements including, but not limited to, the reduction of nutrients in the ocean outfall, and on April 15, 2009, the City Hollywood City Commission formally adopted the Wastewater Master Plan.
#34
2
Public Utilities staff recommends that the City Commission adopt a new wastewater rate base charge and Reserve Capacity Charge by amending Chapter 52 of the Code of Ordinances.
Submitted by: Albert L. Perez, P.E., Public Utilities Director
Recommended for inclusion on the
agenda by:
Cameron D. Benson, City Manager Albert L. Perez, P.E., Public Utilities Director
Director Signed Off:
5/11/2009 3:23:14 PM
(Coding: Words and figures underscored are additions to existing law; words and figures struck-through are deletions.)
1
ORDINANCE NO. __________________
AN ORDINANCE OF THE CITY OF HOLLYWOOD, FLORIDA, AMENDING CHAPTER 52 OF THE CODE OF ORDINANCES TITLED “SEWER USE” TO INCLUDE IMPLEMENTATION OF A NEW RATE AND INCREASED SEWER RESERVE CAPACITY CHARGES ("IMPACT FEES") CRITICAL TO PROVIDING RELIABLE WASTEWATER SERVICES; PROVIDING AN OCTOBER 1, 2009 EFFECTIVE DATE FOR THE INCREASED IMPACT FEES AND AN IMMEDIATE EFFECTIVE DATE FOR THE REMAINDER OF THIS ORDINANCE.
WHEREAS, the City of Hollywood’s Department of Public Utilities provides the critical role of collecting, treating and disposing of wastewater within the City of Hollywood and for six (6) surrounding communities, through its Southern Regional Wastewater Treatment Plant; and
WHEREAS, it is essential for the proper planning to take place in order to provide reliable wastewater services to the community; and
WHEREAS, the City of Hollywood has completed a comprehensive Wastewater Master Plan to serve as a primary planning tool to help meet regulatory requirements and identify critical asset renewal and replacement needs; and WHEREAS, the Wastewater Master Plan identified critical wastewater infrastructure assets that are well beyond their useful life which may pose public health and safety risks if not addressed promptly; and WHEREAS, the City of Hollywood will need to start various initiatives and projects for compliance with various regulatory requirements, including, but not limited to, the reduction of nutrients in the ocean outfall; and
WHEREAS, on April 15, 2009, the City Hollywood City Commission formally adopted the Wastewater Master Plan; and
WHEREAS, staff recommends that the City Commission adopt a new wastewater rate base charge, and reserve capacity charge by amending Chapter 52 of the Code of Ordinances;
2
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COMMISSION OF THE CITY OF HOLLYWOOD, FLORIDA:
Section 1: That Chapter 52 of the Code of Ordinances is hereby amended to read as follows:
CHAPTER 52: SEWER USE
* * *
FEES AND CHARGES
* * *
§ 52.51 SEWER RESERVE CAPACITY CHARGE.
* * *
(B) (1) The following have the definitions referenced herein:
* * *
(4) The sewer reserve capacity charge shall be as indicated in the following tables:
Wastewater RCC Residential Per Unit Single Family $ 2,130.00 Duplex $ 2,130.00
Multi-Family 3 + Units $ 1,521.66
Mobile Home $ 608.34 Non Residential Per Meter Size Meter Size (Inches) 5/8 inch $ 2,130.00 1.00 inch $ 5,325.00 1.50 inch $ 10,650.00 2.00 inch $ 17,040.00 3.00 inch $ 34,080.00 4.00 inch $ 53,250.00 6.00 inch $ 106,500.00 8.00 inch $ 170,400.00
3
Table 1: Residential
Residential Type Charge
Single Family (per unit) $1,341/unit Effective October 1, 2005 $1,609.20/unit Effective October 1, 2007 $1,770.12/unit Duplex (per unit) $1,341/unit Effective October 1, 2005 $1,609.20/unit Effective October 1, 2007 $1,770.12/unit Multi-family (3 or more units) $958/unit Effective October 1, 2005 $1,149.60/unit Effective October 1, 2007 $1,264.56/unit Mobile home (per unit) $383/unit Effective October 1, 2005 $459.60/unit Effective October 1, 2007 $505.56/unit
Table 2: Non-residential
Meter Size Charge
5/8" $ 1,341 Effective October 1, 2005 $1,609.20 Effective October 1, 2007 $1,770.12 1" $3,352 Effective October 1, 2005 $4,022.40 Effective October 1, 2007 $4,424.64 1½" $6,705 Effective October 1, 2005 $8,046.00 Effective October 1, 2007 $8,850.60 2" $10,728 Effective October 1, 2005 $12,873.60 Effective October 1, 2007 $14,160.96 3" $21,456 Effective October 1, 2005 $25,747.20 Effective October 1, 2007 $28,321.92
4
4" $33,525 Effective October 1, 2005 $40,230.00 Effective October 1, 2007 $44,253.00 6" $67,050 Effective October 1, 2005 $80,460.00 Effective October 1, 2007 $88,506.00 8" $107,280 Effective October 1, 2005 $128,736.00 Effective October 1, 2007 $141,609.60
* * *
§ 52.53 RATES AND CHARGES FOR USE OF SYSTEM.
(A) A base charge shall be levied against each unit supplied by a connected service for each month of each applicable year in the amounts amount as follows:
Wastewater Rates and Charges 6/3/2009 10/1/2009 10/1/2010 10/1/2011 10/1/2012 10/1/2013 Monthly Base Charge: Residential - Charge Per Unit
Single Family $4.50 $5.30 $6.10 $6.90 $7.70 $8.50
Multi Family $3.20 $3.77 $4.34 $4.90 $5.47 $6.04 Non Residential - Charge by Meter Size
Meter Size Meter Equivalency
Base Charge
Base Charge
Base Charge
Base Charge
Base Charge
Base Charge
5/8 INCH 1.0 $4.50 $5.30 $6.10 $6.90 $7.70 $8.50 1 INCH 2.5 $11.25 $13.25 $15.25 $17.25 $19.25 $21.25 1-1/2 INCH 5.0 $22.50 $26.50 $30.50 $34.50 $38.50 $42.50 2 INCH 8.0 $36.00 $42.40 $48.80 $55.20 $61.60 $68.00 3 INCH 15.0 $67.50 $79.50 $91.50 103.50 $115.50 $127.50 4 INCH 25.0 $112.50 $132.50 $152.50 $172.50 $192.50 $212.50 6 INCH 50.0 $225.00 265.00 $305.00 $345.00 $385.00 425.00 8 INCH 80.0 $360.00 $424.00 $488.00 $552.00 $616.00 $680.00 * All rates shown are for Inside-City customers. Outside-City customer rates are 1.25 times rates shown.
Current Charge $1.27
Effective Date Applicable Base Charge
June 1, 2005 $2.50 October 1, 2005 $2.68
5
October 1, 2006 $2.86 October 1, 2007 $3.05 October 1, 2008 $3.23 October 1, 2009 $3.43
* * *
(C) In addition to the base charge, any sewer user who shall use water shall pay for sewer service at the applicable rate beginning upon the effective date of the applicable year per 133.7 cubic feet or 1,000 gallons of water used as follows:
Wastewater Rates and Charges 6/3/2009 10/1/2009 10/1/2010 10/1/2011 10/12012 10/1/2013 Flow (CCF): Single Family Residential
From: To:
Flow Rate per CCF
Flow Rate per CCF
Flow Rate per CCF
Flow Rate per CCF
Flow Rate per CCF
Flow Rate per CCF
0 4 $ 5.71 $ 5.76 $ 6.14 $ 6.55 $ 7.00 $ 7.50 5 9 $ 5.71 $ 5.76 $ 6.14 $ 6.55 $ 7.00 $ 7.50 10 14 $ 5.71 $ 5.76 $ 6.14 $ 6.55 $ 7.00 $ 7.50 15 19 $ 5.71 $ 5.76 $ 6.14 $ 6.55 $ 7.00 $ 7.50 20 And Over $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 Multi Family Residential Ranges Shall Be Adjusted By Unit Count
From: To:
Flow Rate per CCF
Flow Rate per CCF
Flow Rate per CCF
Flow Rate per CCF
Flow Rate per CCF
Flow Rate per CCF
0 3 $ 5.71 $ 5.76 $ 6.14 $ 6.55 $ 7.00 $ 7.50 4 6 $ 5.71 $ 5.76 $ 6.14 $ 6.55 $ 7.00 $ 7.50 7 10 $ 5.71 $ 5.76 $ 6.14 $ 6.55 $ 7.00 $ 7.50 11 13 $ 5.71 $ 5.76 $ 6.14 $ 6.55 $ 7.00 $ 7.50 14 And Over $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 Non Residential - All Meter Sizes
From: To:
Flow Rate per CCF
Flow Rate per CCF
Flow Rate per CCF
Flow Rate per CCF
Flow Rate per CCF
Flow Rate per CCF
All Flow $ 5.71 $ 5.76 $ 6.14 $ 6.55 $ 7.00 $ 7.50
* All rates shown are for Inside-City customers. Outside-City customer rates are 1.25 times rates shown. ** CCF = 100 cubic feet *** The flow rate for each range will apply to any amount of monthly flow that is equal to or greater than the minimum of the range and less than the minimum of the next higher range.
6
Current Charge $3.52
Effective Date Applicable Rate
October 1, 2005 $3.77 October 1, 2006 $4.03 October 1, 2007 $4.29 October 1, 2008 $4.55 October 1, 2009 $4.82
* * *
(K) Commencing on October 1, 2014 2008 and continuing on October 1 of each year thereafter, a utility price index adjustment, which corresponds to the price index established, on or before March 31 of each year, by the Florida Public Service Commission pursuant to F.S. § 367.081(4)(a), shall be applied to the base charge and gallonage rate then in effect. (L) A utility base surcharge shall be levied against each unit for each month for one year in the amount as follows: Effective Date Charge October 1, 2008 $0.03 (M) In addition to the utility base surcharge, a flow surcharge per 1,000 gallons shall be levied against each unit for each month for one year in the amount as follows: Effective Date Charge October 1, 2008 $0.04 Section 2: That it is the intention of the City Commission that the provisions of this ordinance shall become and be made a part of the Code of Ordinances of the City of Hollywood, Florida, and the provisions of this ordinance may be renumbered to accomplish such intention. Section 3: That if any word, phrase, clause, subsection or section of this ordinance is for any reason held unconstitutional or invalid, the invalidity thereof shall not affect the validity of any remaining portions of this ordinance.
7
Section 4: That all sections or parts of sections of the Code of Ordinances, all ordinances or parts of ordinances, and all resolutions or parts of resolutions in conflict herewith be and the same are hereby repealed to the extent of such conflict. Section 5: That the amendments to Section 52.51 contained in Section 1 of this ordinance shall be in full force and effect on October 1, 2009, and the remainder of this ordinance shall be in full force and effect immediately upon its passage and adoption.
ADVERTISED on , 2009.
PASSED on first reading this day of , 2009. PASSED AND ADOPTED on second reading this day of , 2009. PETER BOBER, MAYOR ATTEST: PATRICIA A. CERNY, MMC CITY CLERK APPROVED AS TO FORM & LEGALITY For the use and reliance of the City of Hollywood, Florida only: JEFFREY P. SHEFFEL CITY ATTORNEY
Priority Level 1 –Tiered
Rates
2009
2010
2011
2012
2013
2014
Month
ly Ba
se C
harg
e:Re
siden
tial -
Charg
e Per
Unit
Single
Fami
ly4.2
5$
4.82
$
5.3
9$
5.96
$
6.5
3$
7.08
$
Mu
lti Fa
mily
3.02
$
3.4
3$
3.83
$
4.2
4$
4.64
$
5.0
3$
Non R
eside
ntial
- Cha
rge by
Mete
r Size
Meter
Eq
uivale
ncy
Base
Ch
arge
Base
Ch
arge
Base
Ch
arge
Base
Ch
arge
Base
Ch
arge
Base
Ch
arge
5/8 IN
CH1.0
4.25
$
4.8
2$
5.39
$
5.9
6$
6.53
$
7.0
8$
1 INC
H2.5
10.63
$
12
.05$
13.48
$
14
.90$
16.33
$
17
.70$
1 1/2
INCH
5.021
.25$
24.10
$
26
.95$
29.80
$
32
.65$
35.40
$
2 I
NCH
8.034
.00$
38.56
$
43
.12$
47.68
$
52
.24$
56.64
$
3 I
NCH
15.0
63.75
$
72
.30$
80.85
$
89
.40$
97.95
$
10
6.20
$
4 INC
H25
.010
6.25
$
120.5
0$
13
4.75
$
149.0
0$
16
3.25
$
177.0
0$
6 I
NCH
50.0
212.5
0$
24
1.00
$
269.5
0$
29
8.00
$
326.5
0$
35
4.00
$
8 INC
H80
.034
0.00
$
385.6
0$
43
1.20
$
476.8
0$
52
2.40
$
566.4
0$
Prop
osed
Rate
s -Wa
ter
Meter
Size
* All r
ates s
hown
are f
or Ins
ide-C
ity cu
stome
rs. O
utside
-City
custo
mer r
ates a
re 1.2
5 tim
es ra
tes sh
own.
Scen
ario 1
- Prio
rity 1
Proje
cts O
nly
2009
2010
2011
2012
2013
2014
Flow
Rat
e pe
r CC
F:
From
:To
:Fl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
FFl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
FFl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
F0
4
1.72
$
1.74
$
1.85
$
1.98
$
2.06
$
2.14
$
59
3.
45$
3.
47$
3.
70$
3.
95$
4.
11$
4.
28$
10
14
5.
17$
5.
20$
5.
55$
5.
92$
6.
16$
6.
42$
15
19
6.
04$
6.
07$
6.
47$
6.
91$
7.
19$
7.
49$
20
And
Ove
r6.
90$
6.
94$
7.
39$
7.
90$
8.
21$
8.
56$
From
:To
:Fl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
FFl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
FFl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
F0
3
1.72
$
1.74
$
1.85
$
1.98
$
2.06
$
2.14
$
46
3.
45$
3.
47$
3.
70$
3.
95$
4.
11$
4.
28$
7
10
5.
17$
5.
20$
5.
55$
5.
92$
6.
16$
6.
42$
11
13
6.
04$
6.
07$
6.
47$
6.
91$
7.
19$
7.
49$
14
And
Ove
r6.
90$
6.
94$
7.
39$
7.
90$
8.
21$
8.
56$
From
:To
:Fl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
FFl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
FFl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
F0
4
3.45
$
3.47
$
3.70
$
3.95
$
4.11
$
4.28
$
59
3.
45$
3.
47$
3.
70$
3.
95$
4.
11$
4.
28$
10
14
5.
17$
5.
20$
5.
55$
5.
92$
6.
16$
6.
42$
15
19
6.
04$
6.
07$
6.
47$
6.
91$
7.
19$
7.
49$
20
And
Ove
r6.
90$
6.
94$
7.
39$
7.
90$
8.
21$
8.
56$
Blo
ck R
ange
s A
djus
ted
By
Met
er E
quiv
alen
cy
* A
ll ra
tes
show
n ar
e fo
r Ins
ide-
City
cus
tom
ers.
Out
side
-City
cus
tom
er ra
tes
are
1.25
tim
es ra
tes
show
n.
Mul
ti Fa
mily
Res
iden
tial
Blo
ck R
ange
s A
djus
ted
By
Uni
t Cou
nt
Non
Res
iden
tial
Sing
le F
amily
Res
iden
tial
Prop
osed
Rat
es -W
ater
Sce
nario
1 -
Prio
rity
1 P
roje
cts
Onl
y
2009
2010
2011
2012
2013
2014
Month
ly Ba
se Ch
arge:
Resid
entia
l - Ch
arge P
er Un
itSin
gle Fa
mily
4.50
$
5.3
0$
6.1
0$
6.90
$
7.7
0$
8.50
$
Mu
lti Fam
ily3.2
0$
3.77
$
4.34
$
4.9
0$
5.47
$
6.0
4$
Non R
eside
ntial
- Cha
rge by
Mete
r Size
Meter
Eq
uivale
ncy
Base
Ch
arge
Base
Ch
arge
Base
Ch
arge
Base
Ch
arge
Base
Ch
arge
Base
Ch
arge
5/8 IN
CH1.0
4.50
$
5.3
0$
6.1
0$
6.90
$
7.7
0$
8.50
$
1 I
NCH
2.511
.25$
13.25
$
15
.25$
17.25
$
19
.25$
21.25
$
1 1/2
INCH
5.022
.50$
26.50
$
30
.50$
34.50
$
38
.50$
42.50
$
2 INC
H8.0
36.00
$
42
.40$
48.80
$
55
.20$
61.60
$
68
.00$
3 I
NCH
15.0
67.50
$
79
.50$
91.50
$
10
3.50
$
115.5
0$
12
7.50
$
4 INC
H25
.011
2.50
$
132.5
0$
152.5
0$
17
2.50
$
192.5
0$
21
2.50
$
6 INC
H50
.022
5.00
$
265.0
0$
305.0
0$
34
5.00
$
385.0
0$
42
5.00
$
8 INC
H80
.036
0.00
$
424.0
0$
488.0
0$
55
2.00
$
616.0
0$
68
0.00
$
Prop
osed
Rates
-Was
tewate
r
Meter
Size
* All r
ates s
hown
are f
or Ins
ide-C
ity cu
stome
rs. O
utside
-City
custo
mer ra
tes ar
e 1.25
times
rates
show
n.
Scen
ario 1
- Prio
rity 1
Projec
ts On
ly
2009
2010
2011
2012
2013
2014
Flow
Rat
e pe
r CC
F:
From
:To
:Fl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
FFl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
FFl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
F0
45.
09$
5.
13$
5.46
$
5.82
$
6.05
$
6.30
$
5
95.
09$
5.
13$
5.46
$
5.82
$
6.05
$
6.30
$
10
145.
09$
5.
13$
5.46
$
5.82
$
6.05
$
6.30
$
15
195.
09$
5.
13$
5.46
$
5.82
$
6.05
$
6.30
$
20
And
Ove
r-
$
-
$
-
$
-
$
-
$
-
$
From
:To
:Fl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
FFl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
FFl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
F0
35.
09$
5.
13$
5.46
$
5.82
$
6.05
$
6.30
$
4
65.
09$
5.
13$
5.46
$
5.82
$
6.05
$
6.30
$
7
105.
09$
5.
13$
5.46
$
5.82
$
6.05
$
6.30
$
11
135.
09$
5.
13$
5.46
$
5.82
$
6.05
$
6.30
$
14
And
Ove
r-
$
-
$
-
$
-
$
-
$
-
$
From
:To
:Fl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
FFl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
FFl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
F0
45.
09$
5.
13$
5.46
$
5.82
$
6.05
$
6.30
$
5
95.
09$
5.
13$
5.46
$
5.82
$
6.05
$
6.30
$
10
145.
09$
5.
13$
5.46
$
5.82
$
6.05
$
6.30
$
15
195.
09$
5.
13$
5.46
$
5.82
$
6.05
$
6.30
$
20
And
Ove
r5.
09$
5.
13$
5.46
$
5.82
$
6.05
$
6.30
$
* A
ll ra
tes
show
n ar
e fo
r Ins
ide-
City
cus
tom
ers.
Out
side
-City
cus
tom
er ra
tes
are
1.25
tim
es ra
tes
show
n.
Mul
ti Fa
mily
Res
iden
tial
Blo
ck R
ange
s A
djus
ted
By
Uni
t Cou
nt
Non
Res
iden
tial
Sing
le F
amily
Res
iden
tial
Prop
osed
Rat
es -W
aste
wat
erS
cena
rio 1
- P
riorit
y 1
Pro
ject
s O
nly
2009
- C
urre
nt
CC
FC
urre
nt B
illP
ropo
sed
Bill
$ C
hang
e%
Cha
nge
Prop
osed
Bill
$ C
hang
e%
Cha
nge
Prop
osed
B
ill$
Cha
nge
% C
hang
e0
3.34
$
4.25
$
0.91
$
27
%4.
82$
0.57
$
13%
5.39
$
0.57
$
12
%1
5.29
$
5.97
$
0.68
$
13
%6.
55$
0.58
$
10%
7.24
$
0.68
$
10
%2
7.24
$
7.70
$
0.46
$
6%
8.29
$
0.
59$
8%
9.08
$
0.80
$
10
%3
9.19
$
9.42
$
0.23
$
2%
10.0
2$
0.
60$
6%
10.9
3$
0.
91$
9%4
11.1
4$
11.1
4$
0.00
$
0%
11.7
5$
0.
61$
5%
12.7
8$
1.
03$
9%5
13.0
9$
14.5
9$
1.50
$
11
%15
.22
$
0.63
$
4%16
.47
$
1.26
$
8%
615
.04
$
18
.03
$
2.
99$
20%
18.6
8$
0.
65$
4%
20.1
7$
1.
49$
8%7
16.9
9$
21.4
8$
4.49
$
26
%22
.15
$
0.67
$
3%23
.86
$
1.
72$
8%
818
.94
$
24
.92
$
5.
98$
32%
25.6
1$
0.
69$
3%
27.5
5$
1.
94$
8%9
21.4
8$
28.3
7$
6.89
$
32
%29
.08
$
0.71
$
2%31
.25
$
2.17
$
7%
1024
.02
$
33
.54
$
9.
52$
40%
34.2
7$
0.
73$
2%
36.7
9$
2.
52$
7%11
26.5
6$
38.7
1$
12.1
5$
46
%39
.47
$
0.76
$
2%42
.33
$
2.86
$
7%
1229
.10
$
43
.88
$
14
.78
$
51%
44.6
7$
0.
79$
2%
47.8
7$
3.
20$
7%13
31.6
4$
49.0
5$
17.4
1$
55
%49
.87
$
0.82
$
2%53
.41
$
3.55
$
7%
CC
FP
ropo
sed
Bill
$ C
hang
e%
Cha
nge
Prop
osed
Bill
$ C
hang
e%
Cha
nge
Prop
osed
B
ill$
Cha
nge
% C
hang
e0
5.96
$
0.57
$
11
%6.
53$
0.57
$
10%
7.08
$
0.55
$
8%
17.
93$
0.
70$
10%
8.58
$
0.
65$
8%
9.22
$
0.64
$
7%
29.
91$
0.
82$
9%10
.63
$
0.73
$
7%11
.36
$
0.72
$
7%
311
.88
$
0.
95$
9%12
.69
$
0.81
$
7%13
.49
$
0.81
$
6%
413
.85
$
1.
07$
8%14
.74
$
0.88
$
6%15
.63
$
0.89
$
6%
517
.80
$
1.
33$
8%18
.84
$
1.04
$
6%19
.91
$
1.07
$
6%
621
.75
$
1.
58$
8%22
.94
$
1.20
$
6%24
.18
$
1.24
$
5%
725
.69
$
1.
83$
8%27
.05
$
1.35
$
5%28
.46
$
1.
41$
5%
829
.64
$
2.
08$
8%31
.15
$
1.51
$
5%32
.73
$
1.58
$
5%
933
.59
$
2.
34$
7%35
.25
$
1.67
$
5%37
.01
$
1.75
$
5%
1039
.51
$
2.
72$
7%41
.41
$
1.90
$
5%43
.42
$
2.01
$
5%
1145
.43
$
3.
09$
7%47
.56
$
2.14
$
5%49
.83
$
2.27
$
5%
1251
.35
$
3.
47$
7%53
.72
$
2.37
$
5%56
.25
$
2.53
$
5%
1357
.27
$
3.
85$
7%59
.88
$
2.61
$
5%62
.66
$
2.79
$
5%
2012
- Pr
opos
ed20
13 -
Prop
osed
2014
- Pr
opos
ed
Mon
thly
Bill
Com
paris
on -
Sing
le F
amily
Res
iden
tial
Sing
le F
amily
- W
ater
Onl
y
2009
- Pr
opos
ed20
10 -
Prop
osed
2011
- Pr
opos
ed
2009
- C
urre
nt
CC
FC
urre
nt B
illP
ropo
sed
Bill
$ C
hang
e%
Cha
nge
Pro
pose
d B
ill$
Cha
nge
% C
hang
eP
ropo
sed
Bill
$ C
hang
e%
Cha
nge
06.
68$
8.75
$
2.07
$
31
%10
.12
$
1.37
$
16
%11
.49
$
1.
37$
14%
112
.14
$
15.5
6$
3.42
$
28
%16
.98
$
1.42
$
9%
18.8
0$
1.81
$
11
%2
17.6
0$
22
.38
$
4.
78$
27%
23.8
5$
1.
47$
7%26
.10
$
2.
26$
9%3
23.0
6$
29
.19
$
6.
13$
27%
30.7
1$
1.
52$
5%33
.41
$
2.
70$
9%4
28.5
2$
36
.00
$
7.
48$
26%
37.5
7$
1.
57$
4%40
.72
$
3.
15$
8%5
33.9
8$
44
.54
$
10
.56
$
31%
46.1
7$
1.
63$
4%49
.87
$
3.
71$
8%6
39.4
4$
53
.07
$
13
.63
$
35%
54.7
6$
1.
69$
3%59
.03
$
4.
27$
8%7
44.9
0$
61
.61
$
16
.71
$
37%
63.3
6$
1.
75$
3%68
.18
$
4.
83$
8%8
50.3
6$
70
.14
$
19
.78
$
39%
71.9
5$
1.
81$
3%77
.33
$
5.
38$
7%9
56.4
1$
78
.68
$
22
.27
$
39%
80.5
5$
1.
87$
2%86
.49
$
5.
94$
7%10
62.4
6$
88
.94
$
26
.48
$
42%
90.8
7$
1.
93$
2%97
.49
$
6.
62$
7%11
68.5
1$
99
.20
$
30
.69
$
45%
101.
20$
2.00
$
2%
108.
49$
7.
29$
7%12
74.5
6$
10
9.46
$
34.9
0$
47
%11
1.53
$
2.
07$
2%11
9.49
$
7.96
$
7%
1380
.61
$
119.
72$
39
.11
$
49%
121.
86$
2.14
$
2%
130.
49$
8.
64$
7%
CC
FP
ropo
sed
Bill
$ C
hang
e%
Cha
nge
Pro
pose
d B
ill$
Cha
nge
% C
hang
eP
ropo
sed
Bill
$ C
hang
e%
Cha
nge
012
.86
$
1.
37$
12%
14.2
3$
1.
37$
11%
15.5
8$
1.35
$
9%
120
.65
$
1.
86$
10%
22.3
3$
1.
68$
8%24
.02
$
1.
69$
8%2
28.4
5$
2.34
$
9%
30.4
3$
1.
99$
7%32
.46
$
2.
02$
7%3
36.2
4$
2.83
$
8%
38.5
4$
2.
30$
6%40
.89
$
2.
36$
6%4
44.0
3$
3.31
$
8%
46.6
4$
2.
60$
6%49
.33
$
2.
69$
6%5
53.8
0$
3.93
$
8%
56.7
9$
2.
99$
6%59
.91
$
3.
12$
5%6
63.5
7$
4.54
$
8%
66.9
4$
3.
38$
5%70
.48
$
3.
54$
5%7
73.3
3$
5.15
$
8%
77.1
0$
3.
76$
5%81
.06
$
3.
96$
5%8
83.1
0$
5.76
$
7%
87.2
5$
4.
15$
5%91
.63
$
4.
38$
5%9
92.8
7$
6.38
$
7%
97.4
0$
4.
54$
5%10
2.21
$
4.80
$
5%
1010
4.61
$
7.12
$
7%
109.
61$
5.00
$
5%
114.
92$
5.
31$
5%11
116.
35$
7.
85$
7%12
1.81
$
5.
47$
5%12
7.63
$
5.82
$
5%
1212
8.09
$
8.59
$
7%
134.
02$
5.93
$
5%
140.
35$
6.
33$
5%13
139.
83$
9.
33$
7%14
6.23
$
6.
40$
5%15
3.06
$
6.84
$
5%
Mon
thly
Bill
Com
paris
on -
Sing
le F
amily
Res
iden
tial
Sing
le F
amily
- W
ater
and
Was
tew
ater
2009
- Pr
opos
ed20
10 -
Prop
osed
2011
- Pr
opos
ed
2012
- Pr
opos
ed20
13 -
Prop
osed
2014
- Pr
opos
ed
Cur
rent
-C
ity o
f H
olly
woo
d
CC
FC
urre
nt B
illC
urre
nt B
ill$
Diff
% D
iffPr
opos
ed
Bill
$ C
hang
e%
Cha
nge
03.
34$
15
4.27
$
150.
93$
44
19%
34.0
0$
30
.66
$
918%
15.
29$
15
7.23
$
151.
94$
27
72%
37.4
4$
32
.15
$
608%
27.
24$
16
0.19
$
152.
95$
20
12%
40.8
7$
33
.63
$
464%
39.
19$
16
3.15
$
153.
96$
15
75%
44.3
1$
35
.12
$
382%
411
.14
$
16
6.11
$
154.
97$
12
91%
47.7
5$
36
.60
$
328%
513
.09
$
16
9.07
$
155.
98$
10
91%
51.1
8$
38
.09
$
291%
615
.04
$
17
2.03
$
156.
99$
94
3%54
.62
$
39.5
8$
26
3%7
17.0
0$
174.
99$
15
7.99
$
830%
58.0
6$
41
.06
$
242%
818
.95
$
17
7.95
$
159.
00$
73
9%61
.49
$
42.5
5$
22
5%9
20.9
0$
180.
91$
16
0.01
$
666%
64.9
3$
44
.03
$
211%
1022
.85
$
18
3.87
$
161.
02$
60
5%68
.37
$
45.5
2$
19
9%11
24.8
0$
186.
83$
16
2.03
$
553%
71.8
0$
47
.00
$
190%
1226
.75
$
18
9.79
$
163.
04$
51
0%75
.24
$
48.4
9$
18
1%13
28.7
0$
192.
75$
16
4.05
$
472%
78.6
8$
49
.98
$
174%
1430
.65
$
19
5.71
$
165.
06$
43
9%82
.11
$
51.4
6$
16
8%15
32.6
0$
198.
67$
16
6.07
$
409%
85.5
5$
52
.95
$
162%
1634
.55
$
20
1.63
$
167.
08$
38
4%88
.99
$
54.4
3$
15
8%17
37.0
9$
204.
59$
16
7.50
$
352%
92.4
2$
55
.33
$
149%
1839
.63
$
20
7.55
$
167.
92$
32
4%95
.86
$
56.2
3$
14
2%19
42.1
7$
210.
51$
16
8.34
$
299%
99.2
9$
57
.12
$
135%
Avg
--->
2044
.71
$
21
3.47
$
168.
76$
27
7%10
2.73
$ 58
.02
$
130%
2147
.25
$
21
6.43
$
169.
18$
25
8%10
6.17
$ 58
.92
$
125%
2249
.79
$
21
9.39
$
169.
60$
24
1%10
9.60
$ 59
.81
$
120%
2352
.33
$
22
2.35
$
170.
02$
22
5%11
3.04
$ 60
.71
$
116%
2454
.87
$
22
5.31
$
170.
44$
21
1%11
6.48
$ 61
.61
$
112%
2557
.41
$
22
8.27
$
170.
86$
19
8%11
9.91
$ 62
.50
$
109%
Mon
thly
Bill
Com
paris
on -
Com
mer
cial
2"
Met
er
Com
mer
cial
-W
ater
Onl
y
Cur
rent
-B
row
ard
Cou
nty
Prop
osed
-C
ity o
f Hol
lyw
ood
Cur
rent
-C
ity o
f H
olly
woo
d
CC
FC
urre
nt B
illC
urre
nt B
ill$
Diff
% D
iffPr
opos
ed
Bill
$ C
hang
e%
Cha
nge
06.
68$
50
2.42
$
495.
74$
73
21%
70.0
0$
63
.32
$
948%
112
.14
$
50
8.19
$
496.
05$
39
86%
78.5
2$
66
.38
$
547%
217
.60
$
51
3.96
$
496.
36$
27
20%
87.0
5$
69
.45
$
395%
323
.06
$
51
9.73
$
496.
67$
20
54%
95.5
7$
72
.51
$
314%
428
.52
$
52
5.50
$
496.
98$
16
42%
104.
10$
75.5
7$
26
5%5
33.9
8$
531.
27$
49
7.29
$
1363
%11
2.62
$ 78
.64
$
231%
639
.44
$
53
7.04
$
497.
60$
11
62%
121.
15$
81.7
0$
20
7%7
44.9
1$
542.
81$
49
7.90
$
1009
%12
9.67
$ 84
.77
$
189%
850
.37
$
54
8.58
$
498.
21$
88
9%13
8.20
$ 87
.83
$
174%
955
.83
$
55
4.35
$
498.
52$
79
3%14
6.72
$ 90
.89
$
163%
1061
.29
$
56
0.12
$
498.
83$
71
4%15
5.24
$ 93
.96
$
153%
1166
.75
$
56
5.89
$
499.
14$
64
8%16
3.77
$ 97
.02
$
145%
1272
.21
$
57
1.66
$
499.
45$
59
2%17
2.29
$ 10
0.08
$ 13
9%13
77.6
7$
577.
43$
49
9.76
$
543%
180.
82$
103.
15$
133%
1483
.13
$
58
3.20
$
500.
07$
50
2%18
9.34
$ 10
6.21
$ 12
8%15
88.5
9$
588.
97$
50
0.38
$
465%
197.
87$
109.
28$
123%
1694
.05
$
59
4.74
$
500.
69$
43
2%20
6.39
$ 11
2.34
$ 11
9%17
100.
10$
600.
51$
50
0.41
$
400%
214.
92$
114.
81$
115%
1810
6.15
$
60
6.28
$
500.
13$
37
1%22
3.44
$ 11
7.29
$ 11
0%19
112.
20$
612.
05$
49
9.85
$
345%
231.
96$
119.
76$
107%
2011
8.25
$
61
7.82
$
499.
57$
32
2%24
0.49
$ 12
2.24
$ 10
3%21
124.
30$
623.
59$
49
9.29
$
302%
249.
01$
124.
71$
100%
Avg
--->
2213
0.35
$
62
9.36
$
499.
01$
28
3%25
7.54
$ 12
7.19
$ 98
%23
136.
40$
635.
13$
49
8.73
$
266%
266.
06$
129.
66$
95%
2414
2.45
$
64
0.90
$
498.
45$
25
0%27
4.59
$ 13
2.14
$ 93
%25
148.
50$
646.
67$
49
8.17
$
235%
283.
11$
134.
61$
91%
Mon
thly
Bill
Com
paris
on -
Com
mer
cial
2"
Met
er
Com
mer
cial
-W
ater
and
Was
tew
ater
Cur
rent
-B
row
ard
Cou
nty
Prop
osed
-C
ity o
f Hol
lyw
ood
$‐
$10.00
$20.00
$30.00
$40.00
$50.00
$60.00
$70.00
$80.00
COH ‐Current
COH ‐Proposed
Boca Raton
Boynton Beach
Broward County
Coral Springs (City)
Dania Beach
Davie
Deerfield Beach
Delray Beach
Fort Lauderdale
Miramar (East)
North Miami Beach
Oakland Park
Palm Beach County
Tamarac
Rate Su
rvey ‐Av
erage Water and
Sew
er Bills @
7 CCF
Priority Level 2 –Tiered
Rates
2009
2010
2011
2012
2013
2014
Month
ly Ba
se Ch
arge:
Resid
entia
l - Ch
arge P
er Un
itSin
gle Fa
mily
4.25
$
4.8
2$
5.39
$
5.9
6$
6.53
$
7.0
8$
Multi
Fami
ly3.0
2$
3.43
$
3.8
3$
4.24
$
4.6
4$
5.03
$
Non R
eside
ntial
- Cha
rge by
Mete
r Size
Meter
Eq
uivale
ncy
Base
Ch
arge
Base
Ch
arge
Base
Ch
arge
Base
Ch
arge
Base
Ch
arge
Base
Ch
arge
5/8 IN
CH1.0
4.25
$
4.8
2$
5.39
$
5.9
6$
6.53
$
7.0
8$
1 INC
H2.5
10.63
$
12
.05$
13.48
$
14
.90$
16.33
$
17
.70$
1 1/2
INCH
5.021
.25$
24.10
$
26
.95$
29.80
$
32
.65$
35.40
$
2 I
NCH
8.034
.00$
38.56
$
43
.12$
47.68
$
52
.24$
56.64
$
3 I
NCH
15.0
63.75
$
72
.30$
80.85
$
89
.40$
97.95
$
10
6.20
$
4 INC
H25
.010
6.25
$
120.5
0$
13
4.75
$
149.0
0$
16
3.25
$
177.0
0$
6 I
NCH
50.0
212.5
0$
24
1.00
$
269.5
0$
29
8.00
$
326.5
0$
35
4.00
$
8 INC
H80
.034
0.00
$
385.6
0$
43
1.20
$
476.8
0$
52
2.40
$
566.4
0$
Scen
ario 2
- Prio
rity 1
and 2
Proje
cts
* All r
ates s
hown
are f
or Ins
ide-C
ity cu
stome
rs. O
utside
-City
custo
mer ra
tes ar
e 1.25
times
rates
show
n.
Meter
Size
Prop
osed
Rates
-Wate
r
2009
2010
2011
2012
2013
2014
Flow
Rat
e pe
r CC
F:
From
:To
:Fl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
FFl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
FFl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
F0
4
1.76
$
1.78
$
1.89
$
2.02
$
2.16
$
2.32
$
59
3.
52$
3.
55$
3.
78$
4.
04$
4.
32$
4.
64$
10
14
5.
28$
5.
32$
5.
67$
6.
06$
6.
48$
6.
95$
15
19
6.
16$
6.
20$
6.
61$
7.
06$
7.
56$
8.
11$
20
And
Ove
r7.
04$
7.
09$
7.
56$
8.
07$
8.
64$
9.
27$
From
:To
:Fl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
FFl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
FFl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
F0
3
1.76
$
1.78
$
1.89
$
2.02
$
2.16
$
2.32
$
46
3.
52$
3.
55$
3.
78$
4.
04$
4.
32$
4.
64$
7
10
5.
28$
5.
32$
5.
67$
6.
06$
6.
48$
6.
95$
11
13
6.
16$
6.
20$
6.
61$
7.
06$
7.
56$
8.
11$
14
And
Ove
r7.
04$
7.
09$
7.
56$
8.
07$
8.
64$
9.
27$
From
:To
:Fl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
FFl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
FFl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
F0
4
3.52
$
3.55
$
3.78
$
4.04
$
4.32
$
4.64
$
59
3.
52$
3.
55$
3.
78$
4.
04$
4.
32$
4.
64$
10
14
5.
28$
5.
32$
5.
67$
6.
06$
6.
48$
6.
95$
15
19
6.
16$
6.
20$
6.
61$
7.
06$
7.
56$
8.
11$
20
And
Ove
r7.
04$
7.
09$
7.
56$
8.
07$
8.
64$
9.
27$
Sce
nario
2 -
Prio
rity
1 an
d 2
Pro
ject
s
* A
ll ra
tes
show
n ar
e fo
r Ins
ide-
City
cus
tom
ers.
Out
side
-City
cus
tom
er ra
tes
are
1.25
tim
es ra
tes
show
n.
Blo
ck R
ange
s A
djus
ted
By
Uni
t Cou
nt
Non
Res
iden
tial
Blo
ck R
ange
s A
djus
ted
By
Met
er E
quiv
alen
cy
Sing
le F
amily
Res
iden
tial
Mul
ti Fa
mily
Res
iden
tial
Prop
osed
Rat
es -W
ater
2009
2010
2011
2012
2013
2014
Month
ly Ba
se Ch
arge:
Resid
entia
l - Ch
arge P
er Un
itSin
gle Fa
mily
4.50
$
5.3
0$
6.1
0$
6.90
$
7.7
0$
8.50
$
Mu
lti Fam
ily3.2
0$
3.77
$
4.34
$
4.9
0$
5.47
$
6.0
4$
Non R
eside
ntial
- Cha
rge by
Mete
r Size
Meter
Eq
uivale
ncy
Base
Ch
arge
Base
Ch
arge
Base
Ch
arge
Base
Ch
arge
Base
Ch
arge
Base
Ch
arge
5/8 IN
CH1.0
4.50
$
5.3
0$
6.1
0$
6.90
$
7.7
0$
8.50
$
1 I
NCH
2.511
.25$
13.25
$
15
.25$
17.25
$
19
.25$
21.25
$
1 1/2
INCH
5.022
.50$
26.50
$
30
.50$
34.50
$
38
.50$
42.50
$
2 INC
H8.0
36.00
$
42
.40$
48.80
$
55
.20$
61.60
$
68
.00$
3 I
NCH
15.0
67.50
$
79
.50$
91.50
$
10
3.50
$
115.5
0$
12
7.50
$
4 INC
H25
.011
2.50
$
132.5
0$
152.5
0$
17
2.50
$
192.5
0$
21
2.50
$
6 INC
H50
.022
5.00
$
265.0
0$
305.0
0$
34
5.00
$
385.0
0$
42
5.00
$
8 INC
H80
.036
0.00
$
424.0
0$
488.0
0$
55
2.00
$
616.0
0$
68
0.00
$
Scen
ario 2
- Prio
rity 1
and 2
Proje
cts
* All r
ates s
hown
are f
or Ins
ide-C
ity cu
stome
rs. O
utside
-City
custo
mer ra
tes ar
e 1.25
times
rates
show
n.
Meter
Size
Propo
sed R
ates -
Waste
water
2009
2010
2011
2012
2013
2014
Flow
Rat
e pe
r CC
F:
From
:To
:Fl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
FFl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
FFl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
F0
45.
71$
5.
76$
6.14
$
6.55
$
7.00
$
7.50
$
5
95.
71$
5.
76$
6.14
$
6.55
$
7.00
$
7.50
$
10
145.
71$
5.
76$
6.14
$
6.55
$
7.00
$
7.50
$
15
195.
71$
5.
76$
6.14
$
6.55
$
7.00
$
7.50
$
20
And
Ove
r-
$
-
$
-
$
-
$
-
$
-
$
From
:To
:Fl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
FFl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
FFl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
F0
35.
71$
5.
76$
6.14
$
6.55
$
7.00
$
7.50
$
4
65.
71$
5.
76$
6.14
$
6.55
$
7.00
$
7.50
$
7
105.
71$
5.
76$
6.14
$
6.55
$
7.00
$
7.50
$
11
135.
71$
5.
76$
6.14
$
6.55
$
7.00
$
7.50
$
14
And
Ove
r-
$
-
$
-
$
-
$
-
$
-
$
From
:To
:Fl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
FFl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
FFl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
F0
45.
71$
5.
76$
6.14
$
6.55
$
7.00
$
7.50
$
5
95.
71$
5.
76$
6.14
$
6.55
$
7.00
$
7.50
$
10
145.
71$
5.
76$
6.14
$
6.55
$
7.00
$
7.50
$
15
195.
71$
5.
76$
6.14
$
6.55
$
7.00
$
7.50
$
20
And
Ove
r5.
71$
5.
76$
6.14
$
6.55
$
7.00
$
7.50
$
Sce
nario
2 -
Prio
rity
1 an
d 2
Pro
ject
s
* A
ll ra
tes
show
n ar
e fo
r Ins
ide-
City
cus
tom
ers.
Out
side
-City
cus
tom
er ra
tes
are
1.25
tim
es ra
tes
show
n.
Blo
ck R
ange
s A
djus
ted
By
Uni
t Cou
nt
Non
Res
iden
tial
Sing
le F
amily
Res
iden
tial
Mul
ti Fa
mily
Res
iden
tial
Prop
osed
Rat
es -W
aste
wat
er
2009
- C
urre
nt
CC
FC
urre
nt B
illP
ropo
sed
Bill
$ C
hang
e%
Cha
nge
Prop
osed
Bill
$ C
hang
e%
Cha
nge
Pro
pose
d Bi
ll$
Cha
nge
% C
hang
e0
3.34
$
4.25
$
0.91
$
27
%4.
82$
0.57
$
13%
5.39
$
0.57
$
12
%1
5.29
$
6.01
$
0.72
$
14
%6.
59$
0.58
$
10%
7.28
$
0.69
$
10
%2
7.24
$
7.77
$
0.53
$
7%
8.36
$
0.
59$
8%
9.17
$
0.80
$
10
%3
9.19
$
9.53
$
0.34
$
4%
10.1
3$
0.
60$
6%
11.0
5$
0.
92$
9%4
11.1
4$
11.2
9$
0.15
$
1%
11.9
0$
0.
61$
5%
12.9
4$
1.
04$
9%5
13.0
9$
14.8
1$
1.72
$
13
%15
.44
$
0.63
$
4%16
.72
$
1.27
$
8%
615
.04
$
18
.33
$
3.
29$
22%
18.9
8$
0.
65$
4%
20.4
9$
1.
51$
8%7
16.9
9$
21.8
5$
4.86
$
29
%22
.52
$
0.68
$
3%24
.27
$
1.
74$
8%
818
.94
$
25
.37
$
6.
43$
34%
26.0
7$
0.
70$
3%
28.0
4$
1.
98$
8%9
21.4
8$
28.8
9$
7.41
$
34
%29
.61
$
0.72
$
2%31
.82
$
2.21
$
7%
1024
.02
$
34
.17
$
10
.15
$
42%
34.9
2$
0.
75$
2%
37.4
8$
2.
56$
7%11
26.5
6$
39.4
5$
12.8
9$
49
%40
.23
$
0.78
$
2%43
.14
$
2.92
$
7%
1229
.10
$
44
.73
$
15
.63
$
54%
45.5
4$
0.
81$
2%
48.8
1$
3.
27$
7%13
31.6
4$
50.0
1$
18.3
7$
58
%50
.85
$
0.85
$
2%54
.47
$
3.62
$
7%
CC
FP
ropo
sed
Bill
$ C
hang
e%
Cha
nge
Prop
osed
Bill
$ C
hang
e%
Cha
nge
Pro
pose
d Bi
ll$
Cha
nge
% C
hang
e0
5.96
$
0.57
$
11
%6.
53$
0.57
$
10%
7.08
$
0.55
$
8%
17.
98$
0.
70$
10%
8.69
$
0.
71$
9%
9.40
$
0.71
$
8%
29.
99$
0.
83$
9%10
.85
$
0.85
$
9%11
.71
$
0.86
$
8%
312
.01
$
0.
96$
9%13
.01
$
1.00
$
8%14
.03
$
1.02
$
8%
414
.03
$
1.
09$
8%15
.17
$
1.14
$
8%16
.35
$
1.18
$
8%
518
.06
$
1.
35$
8%19
.49
$
1.42
$
8%20
.98
$
1.49
$
8%
622
.10
$
1.
60$
8%23
.80
$
1.71
$
8%25
.61
$
1.81
$
8%
726
.13
$
1.
86$
8%28
.12
$
1.99
$
8%30
.25
$
2.
12$
8%
830
.16
$
2.
12$
8%32
.44
$
2.28
$
8%34
.88
$
2.44
$
8%
934
.20
$
2.
38$
7%36
.76
$
2.56
$
7%39
.51
$
2.75
$
7%
1040
.25
$
2.
77$
7%43
.24
$
2.99
$
7%46
.46
$
3.23
$
7%
1146
.30
$
3.
16$
7%49
.71
$
3.41
$
7%53
.41
$
3.70
$
7%
1252
.35
$
3.
54$
7%56
.19
$
3.84
$
7%60
.36
$
4.17
$
7%
1358
.40
$
3.
93$
7%62
.67
$
4.27
$
7%67
.31
$
4.64
$
7%
Mon
thly
Bill
Com
paris
on -
Sing
le F
amily
Res
iden
tial
Sing
le F
amily
- W
ater
Onl
y
2009
- Pr
opos
ed20
10 -
Prop
osed
2011
- Pr
opos
ed
2012
- Pr
opos
ed20
13 -
Prop
osed
2014
- Pr
opos
ed
2009
- C
urre
nt
CC
FC
urre
nt B
illPr
opos
ed
Bill
$ C
hang
e%
Cha
nge
Prop
osed
Bill
$ C
hang
e%
Cha
nge
Prop
osed
Bi
ll$
Cha
nge
% C
hang
e0
6.68
$
8.
75$
2.
07$
31%
10.1
2$
1.
37$
16%
11.4
9$
1.37
$
14
%1
12.1
4$
16
.22
$
4.
08$
34%
17.6
5$
1.
43$
9%19
.52
$
1.
87$
11%
217
.60
$
23.6
9$
6.09
$
35
%25
.18
$
1.49
$
6%
27.5
5$
2.36
$
9%
323
.06
$
31.1
6$
8.10
$
35
%32
.71
$
1.55
$
5%
35.5
7$
2.86
$
9%
428
.52
$
38.6
3$
10.1
1$
35
%40
.24
$
1.61
$
4%
43.6
0$
3.36
$
8%
533
.98
$
47.8
6$
13.8
8$
41
%49
.54
$
1.68
$
4%
53.5
2$
3.97
$
8%
639
.44
$
57.0
9$
17.6
5$
45
%58
.84
$
1.75
$
3%
63.4
3$
4.59
$
8%
744
.90
$
66.3
2$
21.4
2$
48
%68
.14
$
1.83
$
3%
73.3
5$
5.20
$
8%
850
.36
$
75.5
5$
25.1
9$
50
%77
.45
$
1.90
$
3%
83.2
6$
5.82
$
8%
956
.41
$
84.7
8$
28.3
7$
50
%86
.75
$
1.97
$
2%
93.1
8$
6.43
$
7%
1062
.46
$
95.7
7$
33.3
1$
53
%97
.82
$
2.05
$
2%
104.
98$
7.
16$
7%11
68.5
1$
10
6.76
$
38.2
5$
56
%10
8.89
$
2.
13$
2%11
6.78
$
7.90
$
7%
1274
.56
$
117.
75$
43
.19
$
58%
119.
96$
2.21
$
2%
128.
59$
8.
63$
7%13
80.6
1$
12
8.74
$
48.1
3$
60
%13
1.03
$
2.
30$
2%14
0.39
$
9.36
$
7%
CC
FPr
opos
ed
Bill
$ C
hang
e%
Cha
nge
Prop
osed
Bill
$ C
hang
e%
Cha
nge
Prop
osed
Bi
ll$
Cha
nge
% C
hang
e0
12.8
6$
1.37
$
12
%14
.23
$
1.37
$
11
%15
.58
$
1.
35$
9%1
21.4
3$
1.91
$
10
%23
.39
$
1.96
$
9%
25.4
0$
2.01
$
9%
229
.99
$
2.
45$
9%32
.55
$
2.55
$
9%
35.2
1$
2.66
$
8%
338
.56
$
2.
99$
8%41
.71
$
3.15
$
8%
45.0
3$
3.32
$
8%
447
.13
$
3.
53$
8%50
.87
$
3.74
$
8%
54.8
5$
3.98
$
8%
557
.71
$
4.
20$
8%62
.19
$
4.47
$
8%
66.9
8$
4.79
$
8%
668
.30
$
4.
86$
8%73
.50
$
5.21
$
8%
79.1
1$
5.61
$
8%
778
.88
$
5.
53$
8%84
.82
$
5.94
$
8%
91.2
5$
6.42
$
8%
889
.46
$
6.
20$
7%96
.14
$
6.68
$
7%
103.
38$
7.
24$
8%9
100.
05$
6.
87$
7%10
7.46
$
7.
41$
7%11
5.51
$
8.05
$
7%
1011
2.65
$
7.67
$
7%
120.
94$
8.29
$
7%
129.
96$
9.
03$
7%11
125.
25$
8.
47$
7%13
4.41
$
9.
16$
7%14
4.41
$
10.0
0$
7%
1213
7.85
$
9.26
$
7%
147.
89$
10.0
4$
7%
158.
86$
10
.97
$
7%13
150.
45$
10
.06
$
7%16
1.37
$
10
.92
$
7%17
3.31
$
11.9
4$
7%
2011
- Pr
opos
ed
2012
- Pr
opos
ed20
13 -
Prop
osed
2014
- Pr
opos
ed
Mon
thly
Bill
Com
paris
on -
Sing
le F
amily
Res
iden
tial
Sing
le F
amily
- W
ater
and
Was
tew
ater
2009
- Pr
opos
ed20
10 -
Prop
osed
Cur
rent
-C
ity o
f H
olly
woo
d
CC
FC
urre
nt B
illC
urre
nt B
ill$
Diff
% D
iffPr
opos
ed
Bill
$ C
hang
e%
Cha
nge
03.
34$
15
4.27
$
150.
93$
44
19%
34.0
0$
30
.66
$
918%
15.
29$
15
7.23
$
151.
94$
27
72%
37.5
1$
32
.22
$
609%
27.
24$
16
0.19
$
152.
95$
20
12%
41.0
2$
33
.78
$
466%
39.
19$
16
3.15
$
153.
96$
15
75%
44.5
3$
35
.34
$
384%
411
.14
$
16
6.11
$
154.
97$
12
91%
48.0
4$
36
.90
$
331%
513
.09
$
16
9.07
$
155.
98$
10
91%
51.5
5$
38
.46
$
294%
615
.04
$
17
2.03
$
156.
99$
94
3%55
.06
$
40.0
2$
26
6%7
17.0
0$
174.
99$
15
7.99
$
830%
58.5
7$
41
.57
$
245%
818
.95
$
17
7.95
$
159.
00$
73
9%62
.08
$
43.1
3$
22
8%9
20.9
0$
180.
91$
16
0.01
$
666%
65.5
9$
44
.69
$
214%
1022
.85
$
18
3.87
$
161.
02$
60
5%69
.10
$
46.2
5$
20
2%11
24.8
0$
186.
83$
16
2.03
$
553%
72.6
1$
47
.81
$
193%
1226
.75
$
18
9.79
$
163.
04$
51
0%76
.12
$
49.3
7$
18
5%13
28.7
0$
192.
75$
16
4.05
$
472%
79.6
3$
50
.93
$
177%
1430
.65
$
19
5.71
$
165.
06$
43
9%83
.14
$
52.4
9$
17
1%15
32.6
0$
198.
67$
16
6.07
$
409%
86.6
5$
54
.05
$
166%
1634
.55
$
20
1.63
$
167.
08$
38
4%90
.16
$
55.6
1$
16
1%17
37.0
9$
204.
59$
16
7.50
$
352%
93.6
7$
56
.58
$
153%
1839
.63
$
20
7.55
$
167.
92$
32
4%97
.18
$
57.5
5$
14
5%19
42.1
7$
210.
51$
16
8.34
$
299%
100.
69$
58.5
2$
13
9%A
vg--
->20
44.7
1$
213.
47$
16
8.76
$
277%
104.
20$
59.4
9$
13
3%21
47.2
5$
216.
43$
16
9.18
$
258%
107.
71$
60.4
6$
12
8%22
49.7
9$
219.
39$
16
9.60
$
241%
111.
22$
61.4
3$
12
3%23
52.3
3$
222.
35$
17
0.02
$
225%
114.
73$
62.4
0$
11
9%24
54.8
7$
225.
31$
17
0.44
$
211%
118.
24$
63.3
7$
11
5%25
57.4
1$
228.
27$
17
0.86
$
198%
121.
75$
64.3
4$
11
2%
Mon
thly
Bill
Com
paris
on -
Com
mer
cial
2"
Met
er
Cur
rent
-B
row
ard
Cou
nty
Prop
osed
-C
ity o
f Hol
lyw
ood
Com
mer
cial
-W
ater
Onl
y
Cur
rent
-C
ity o
f H
olly
woo
d
CC
FC
urre
nt B
illC
urre
nt B
ill$
Diff
% D
iffP
ropo
sed
Bill
$ C
hang
e%
Cha
nge
06.
68$
50
2.42
$
495.
74$
73
21%
70.0
0$
63
.32
$
948%
112
.14
$
50
8.19
$
496.
05$
39
86%
79.2
1$
67
.07
$
552%
217
.60
$
51
3.96
$
496.
36$
27
20%
88.4
3$
70
.83
$
402%
323
.06
$
51
9.73
$
496.
67$
20
54%
97.6
4$
74
.58
$
323%
428
.52
$
52
5.50
$
496.
98$
16
42%
106.
86$
78.3
3$
27
5%5
33.9
8$
531.
27$
49
7.29
$
1363
%11
6.07
$ 82
.09
$
242%
639
.44
$
53
7.04
$
497.
60$
11
62%
125.
28$
85.8
4$
21
8%7
44.9
1$
542.
81$
49
7.90
$
1009
%13
4.50
$ 89
.59
$
200%
850
.37
$
54
8.58
$
498.
21$
88
9%14
3.71
$ 93
.35
$
185%
955
.83
$
55
4.35
$
498.
52$
79
3%15
2.92
$ 97
.10
$
174%
1061
.29
$
56
0.12
$
498.
83$
71
4%16
2.14
$ 10
0.85
$ 16
5%11
66.7
5$
565.
89$
49
9.14
$
648%
171.
35$
104.
60$
157%
1272
.21
$
57
1.66
$
499.
45$
59
2%18
0.57
$ 10
8.36
$ 15
0%13
77.6
7$
577.
43$
49
9.76
$
543%
189.
78$
112.
11$
144%
1483
.13
$
58
3.20
$
500.
07$
50
2%19
8.99
$ 11
5.86
$ 13
9%15
88.5
9$
588.
97$
50
0.38
$
465%
208.
21$
119.
62$
135%
1694
.05
$
59
4.74
$
500.
69$
43
2%21
7.42
$ 12
3.37
$ 13
1%17
100.
10$
600.
51$
50
0.41
$
400%
226.
64$
126.
53$
126%
1810
6.15
$
60
6.28
$
500.
13$
37
1%23
5.85
$ 12
9.70
$ 12
2%19
112.
20$
612.
05$
49
9.85
$
345%
245.
06$
132.
86$
118%
2011
8.25
$
61
7.82
$
499.
57$
32
2%25
4.28
$ 13
6.03
$ 11
5%21
124.
30$
623.
59$
49
9.29
$
302%
263.
49$
139.
19$
112%
Avg
--->
2213
0.35
$
62
9.36
$
499.
01$
28
3%27
2.70
$ 14
2.35
$ 10
9%23
136.
40$
635.
13$
49
8.73
$
266%
281.
92$
145.
52$
107%
2414
2.45
$
64
0.90
$
498.
45$
25
0%29
1.13
$ 14
8.68
$ 10
4%25
148.
50$
646.
67$
49
8.17
$
235%
300.
35$
151.
84$
102%
Mon
thly
Bill
Com
paris
on -
Com
mer
cial
2"
Met
er
Com
mer
cial
-W
ater
and
Was
tew
ater
Cur
rent
-B
row
ard
Cou
nty
Prop
osed
-C
ity o
f Hol
lyw
ood
$‐
$10.00
$20.00
$30.00
$40.00
$50.00
$60.00
$70.00
$80.00
COH ‐Current
COH ‐Proposed
Boca Raton
Boynton Beach
Broward County
Coral Springs (City)
Dania Beach
Davie
Deerfield Beach
Delray Beach
Fort Lauderdale
Miramar (East)
North Miami Beach
Oakland Park
Palm Beach County
Tamarac
Rate Su
rvey ‐Av
erage Water and
Sew
er Bills @
7 CCF
Priority Level 3 –Tiered
Rates
2009
2010
2011
2012
2013
2014
Month
ly Ba
se Ch
arge:
Resid
entia
l - Ch
arge P
er Un
itSin
gle Fa
mily
4.25
$
4.8
2$
5.39
$
5.9
6$
6.53
$
7.0
8$
Multi F
amily
3.02
$
3.4
3$
3.83
$
4.2
4$
4.64
$
5.0
3$
Non R
eside
ntial
- Cha
rge by
Mete
r Size
Meter
Eq
uivale
ncy
Base
Ch
arge
Base
Ch
arge
Base
Ch
arge
Base
Ch
arge
Base
Ch
arge
Base
Ch
arge
5/8 IN
CH1.0
4.25
$
4.8
2$
5.39
$
5.9
6$
6.53
$
7.0
8$
1 INC
H2.5
10.63
$
12
.05$
13.48
$
14
.90$
16.33
$
17
.70$
1 1/2
INCH
5.021
.25$
24.10
$
26
.95$
29.80
$
32
.65$
35.40
$
2 I
NCH
8.034
.00$
38.56
$
43
.12$
47.68
$
52
.24$
56.64
$
3 I
NCH
15.0
63.75
$
72
.30$
80.85
$
89
.40$
97.95
$
10
6.20
$
4 INC
H25
.010
6.25
$
120.5
0$
13
4.75
$
149.0
0$
16
3.25
$
177.0
0$
6 I
NCH
50.0
212.5
0$
24
1.00
$
269.5
0$
29
8.00
$
326.5
0$
35
4.00
$
8 INC
H80
.034
0.00
$
385.6
0$
43
1.20
$
476.8
0$
52
2.40
$
566.4
0$
Scen
ario 3
- Prio
rity 1,
2 an
d 3 Pr
ojects
* All r
ates s
hown
are f
or Ins
ide-C
ity cu
stome
rs. O
utside
-City
custo
mer ra
tes ar
e 1.25
times
rates
show
n.
Propo
sed R
ates -
Water
Meter
Size
2009
2010
2011
2012
2013
2014
Flow
Rat
e pe
r CC
F:
From
:To
:Fl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
FFl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
FFl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
F0
4
1.79
$
1.80
$
1.98
$
2.17
$
2.33
$
2.50
$
59
3.
58$
3.
60$
3.
95$
4.
34$
4.
65$
4.
99$
10
14
5.
37$
5.
40$
5.
92$
6.
51$
6.
97$
7.
48$
15
19
6.
26$
6.
30$
6.
91$
7.
59$
8.
13$
8.
72$
20
And
Ove
r7.
16$
7.
20$
7.
90$
8.
68$
9.
29$
9.
97$
From
:To
:Fl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
FFl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
FFl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
F0
3
1.79
$
1.80
$
1.98
$
2.17
$
2.33
$
2.50
$
46
3.
58$
3.
60$
3.
95$
4.
34$
4.
65$
4.
99$
7
10
5.
37$
5.
40$
5.
92$
6.
51$
6.
97$
7.
48$
11
13
6.
26$
6.
30$
6.
91$
7.
59$
8.
13$
8.
72$
14
And
Ove
r7.
16$
7.
20$
7.
90$
8.
68$
9.
29$
9.
97$
From
:To
:Fl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
FFl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
FFl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
F0
4
3.58
$
3.60
$
3.95
$
4.34
$
4.65
$
4.99
$
59
3.
58$
3.
60$
3.
95$
4.
34$
4.
65$
4.
99$
10
14
5.
37$
5.
40$
5.
92$
6.
51$
6.
97$
7.
48$
15
19
6.
26$
6.
30$
6.
91$
7.
59$
8.
13$
8.
72$
20
And
Ove
r7.
16$
7.
20$
7.
90$
8.
68$
9.
29$
9.
97$
Sce
nario
3 -
Prio
rity
1, 2
and
3 P
roje
cts
Prop
osed
Rat
es -W
ater
Non
Res
iden
tial
Blo
ck R
ange
s A
djus
ted
By
Met
er E
quiv
alen
cy
* A
ll ra
tes
show
n ar
e fo
r Ins
ide-
City
cus
tom
ers.
Out
side
-City
cus
tom
er ra
tes
are
1.25
tim
es ra
tes
show
n.
Sing
le F
amily
Res
iden
tial
Mul
ti Fa
mily
Res
iden
tial
Blo
ck R
ange
s A
djus
ted
By
Uni
t Cou
nt
2009
2010
2011
2012
2013
2014
Month
ly Ba
se Ch
arge:
Resid
entia
l - Ch
arge P
er Un
itSin
gle Fa
mily
4.50
$
5.3
0$
6.1
0$
6.90
$
7.7
0$
8.50
$
Mu
lti Fam
ily3.2
0$
3.77
$
4.34
$
4.9
0$
5.47
$
6.0
4$
Non R
eside
ntial
- Cha
rge by
Mete
r Size
Meter
Eq
uivale
ncy
Base
Ch
arge
Base
Ch
arge
Base
Ch
arge
Base
Ch
arge
Base
Ch
arge
Base
Ch
arge
5/8 IN
CH1.0
4.50
$
5.3
0$
6.1
0$
6.90
$
7.7
0$
8.50
$
1 I
NCH
2.511
.25$
13.25
$
15
.25$
17.25
$
19
.25$
21.25
$
1 1/2
INCH
5.022
.50$
26.50
$
30
.50$
34.50
$
38
.50$
42.50
$
2 INC
H8.0
36.00
$
42
.40$
48.80
$
55
.20$
61.60
$
68
.00$
3 I
NCH
15.0
67.50
$
79
.50$
91.50
$
10
3.50
$
115.5
0$
12
7.50
$
4 INC
H25
.011
2.50
$
132.5
0$
152.5
0$
17
2.50
$
192.5
0$
21
2.50
$
6 INC
H50
.022
5.00
$
265.0
0$
305.0
0$
34
5.00
$
385.0
0$
42
5.00
$
8 INC
H80
.036
0.00
$
424.0
0$
488.0
0$
55
2.00
$
616.0
0$
68
0.00
$
Scen
ario 3
- Prio
rity 1,
2 an
d 3 Pr
ojects
* All r
ates s
hown
are f
or Ins
ide-C
ity cu
stome
rs. O
utside
-City
custo
mer ra
tes ar
e 1.25
times
rates
show
n.
Propo
sed R
ates -
Waste
water
Meter
Size
2009
2010
2011
2012
2013
2014
Flow
Rat
e pe
r CC
F:
From
:To
:Fl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
FFl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
FFl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
F0
45.
99$
6.
05$
6.62
$
7.25
$
7.76
$
8.31
$
5
95.
99$
6.
05$
6.62
$
7.25
$
7.76
$
8.31
$
10
145.
99$
6.
05$
6.62
$
7.25
$
7.76
$
8.31
$
15
195.
99$
6.
05$
6.62
$
7.25
$
7.76
$
8.31
$
20
And
Ove
r-
$
-
$
-
$
-
$
-
$
-
$
From
:To
:Fl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
FFl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
FFl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
F0
35.
99$
6.
05$
6.62
$
7.25
$
7.76
$
8.31
$
4
65.
99$
6.
05$
6.62
$
7.25
$
7.76
$
8.31
$
7
105.
99$
6.
05$
6.62
$
7.25
$
7.76
$
8.31
$
11
135.
99$
6.
05$
6.62
$
7.25
$
7.76
$
8.31
$
14
And
Ove
r-
$
-
$
-
$
-
$
-
$
-
$
From
:To
:Fl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
FFl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
FFl
ow R
ate
per C
CF
Flow
Rat
e pe
r CC
F0
45.
99$
6.
05$
6.62
$
7.25
$
7.76
$
8.31
$
5
95.
99$
6.
05$
6.62
$
7.25
$
7.76
$
8.31
$
10
145.
99$
6.
05$
6.62
$
7.25
$
7.76
$
8.31
$
15
195.
99$
6.
05$
6.62
$
7.25
$
7.76
$
8.31
$
20
And
Ove
r5.
99$
6.
05$
6.62
$
7.25
$
7.76
$
8.31
$
Scen
ario
3 -
Prio
rity
1, 2
and
3 P
roje
cts
Prop
osed
Rat
es -W
aste
wat
er
Non
Res
iden
tial
* All
rate
s sh
own
are
for I
nsid
e-C
ity c
usto
mer
s. O
utsi
de-C
ity c
usto
mer
rate
s ar
e 1.
25 ti
mes
rate
s sh
own.
Sing
le F
amily
Res
iden
tial
Mul
ti Fa
mily
Res
iden
tial
Blo
ck R
ange
s A
djus
ted
By
Uni
t Cou
nt
2009
- C
urre
nt
CC
FC
urre
nt B
illP
ropo
sed
Bill
$ C
hang
e%
Cha
nge
Prop
osed
Bill
$ C
hang
e%
Cha
nge
Pro
pose
d Bi
ll$
Cha
nge
% C
hang
e0
3.34
$
4.25
$
0.91
$
27
%4.
82$
0.57
$
13%
5.39
$
0.57
$
12
%1
5.29
$
6.04
$
0.75
$
14
%6.
62$
0.58
$
10%
7.36
$
0.74
$
11
%2
7.24
$
7.83
$
0.59
$
8%
8.42
$
0.
59$
8%
9.34
$
0.92
$
11
%3
9.19
$
9.61
$
0.42
$
5%
10.2
2$
0.
60$
6%
11.3
1$
1.
09$
11%
411
.14
$
11
.40
$
0.
26$
2%12
.02
$
0.62
$
5%13
.28
$
1.26
$
11
%5
13.0
9$
14.9
8$
1.89
$
14
%15
.62
$
0.64
$
4%17
.23
$
1.61
$
10
%6
15.0
4$
18.5
6$
3.52
$
23
%19
.22
$
0.66
$
4%21
.17
$
1.96
$
10
%7
16.9
9$
22.1
3$
5.14
$
30
%22
.81
$
0.68
$
3%25
.12
$
2.
30$
10
%8
18.9
4$
25.7
1$
6.77
$
36
%26
.41
$
0.71
$
3%29
.07
$
2.65
$
10
%9
21.4
8$
29.2
8$
7.80
$
36
%30
.01
$
0.73
$
2%33
.01
$
3.00
$
10
%10
24.0
2$
34.6
5$
10.6
3$
44
%35
.41
$
0.76
$
2%38
.93
$
3.52
$
10
%11
26.5
6$
40.0
1$
13.4
5$
51
%40
.81
$
0.80
$
2%44
.85
$
4.04
$
10
%12
29.1
0$
45.3
8$
16.2
8$
56
%46
.21
$
0.83
$
2%50
.77
$
4.56
$
10
%13
31.6
4$
50.7
4$
19.1
0$
60
%51
.61
$
0.86
$
2%56
.69
$
5.08
$
10
%
CC
FP
ropo
sed
Bill
$ C
hang
e%
Cha
nge
Prop
osed
Bill
$ C
hang
e%
Cha
nge
Pro
pose
d Bi
ll$
Cha
nge
% C
hang
e0
5.96
$
0.57
$
11
%6.
53$
0.57
$
10%
7.08
$
0.55
$
8%
18.
13$
0.
77$
10%
8.85
$
0.
72$
9%
9.57
$
0.72
$
8%
210
.30
$
0.
96$
10%
11.1
7$
0.
88$
9%
12.0
6$
0.
89$
8%3
12.4
6$
1.16
$
10
%13
.49
$
1.03
$
8%14
.55
$
1.06
$
8%
414
.63
$
1.
35$
10%
15.8
2$
1.
18$
8%
17.0
4$
1.
23$
8%5
18.9
7$
1.74
$
10
%20
.46
$
1.49
$
8%22
.03
$
1.57
$
8%
623
.30
$
2.
13$
10%
25.1
0$
1.
80$
8%
27.0
1$
1.
91$
8%7
27.6
4$
2.52
$
10
%29
.74
$
2.10
$
8%31
.99
$
2.
25$
8%
831
.98
$
2.
91$
10%
34.3
9$
2.
41$
8%
36.9
7$
2.
59$
8%9
36.3
1$
3.30
$
10
%39
.03
$
2.72
$
7%41
.95
$
2.93
$
7%
1042
.82
$
3.
89$
10%
45.9
9$
3.
18$
7%
49.4
3$
3.
43$
7%11
49.3
2$
4.47
$
10
%52
.96
$
3.64
$
7%56
.90
$
3.94
$
7%
1255
.82
$
5.
06$
10%
59.9
2$
4.
10$
7%
64.3
7$
4.
45$
7%13
62.3
3$
5.64
$
10
%66
.89
$
4.56
$
7%71
.85
$
4.96
$
7%
2012
- Pr
opos
ed20
13 -
Prop
osed
2014
- Pr
opos
ed
Mon
thly
Bill
Com
paris
on -
Sing
le F
amily
Res
iden
tial
Sing
le F
amily
- W
ater
Onl
y
2009
- Pr
opos
ed20
10 -
Prop
osed
2011
- Pr
opos
ed
2009
- C
urre
nt
CC
FC
urre
nt B
illP
ropo
sed
Bill
$ C
hang
e%
Cha
nge
Pro
pose
d B
ill$
Cha
nge
% C
hang
eP
ropo
sed
Bill
$ C
hang
e%
Cha
nge
06.
68$
8.75
$
2.07
$
31
%10
.12
$
1.37
$
16
%11
.49
$
1.
37$
14%
112
.14
$
16.5
3$
4.39
$
36
%17
.97
$
1.44
$
9%
20.0
8$
2.11
$
12
%2
17.6
0$
24
.31
$
6.
71$
38%
25.8
2$
1.
51$
6%28
.68
$
2.
86$
11%
323
.06
$
32.0
8$
9.02
$
39
%33
.67
$
1.58
$
5%
37.2
7$
3.60
$
11
%4
28.5
2$
39
.86
$
11
.34
$
40%
41.5
2$
1.
66$
4%45
.86
$
4.
34$
10%
533
.98
$
49.4
3$
15.4
5$
45
%51
.17
$
1.74
$
4%
56.4
3$
5.26
$
10
%6
39.4
4$
59
.00
$
19
.56
$
50%
60.8
2$
1.
82$
3%66
.99
$
6.
18$
10%
744
.90
$
68.5
6$
23.6
6$
53
%70
.46
$
1.90
$
3%
77.5
6$
7.09
$
10
%8
50.3
6$
78
.13
$
27
.77
$
55%
80.1
1$
1.
99$
3%88
.13
$
8.
01$
10%
956
.41
$
87.6
9$
31.2
8$
55
%89
.76
$
2.07
$
2%
98.6
9$
8.93
$
10
%10
62.4
6$
99
.05
$
36
.59
$
59%
101.
21$
2.16
$
2%
111.
23$
10
.02
$
10%
1168
.51
$
110.
40$
41
.89
$
61%
112.
66$
2.26
$
2%
123.
77$
11
.11
$
10%
1274
.56
$
121.
76$
47
.20
$
63%
124.
11$
2.35
$
2%
136.
31$
12
.20
$
10%
1380
.61
$
133.
11$
52
.50
$
65%
135.
56$
2.44
$
2%
148.
85$
13
.29
$
10%
CC
FP
ropo
sed
Bill
$ C
hang
e%
Cha
nge
Pro
pose
d B
ill$
Cha
nge
% C
hang
eP
ropo
sed
Bill
$ C
hang
e%
Cha
nge
012
.86
$
1.
37$
12%
14.2
3$
1.
37$
11%
15.5
8$
1.35
$
9%
122
.28
$
2.
20$
11%
24.3
1$
2.
03$
9%26
.38
$
2.
07$
9%2
31.7
0$
3.02
$
11
%34
.39
$
2.70
$
9%
37.1
8$
2.79
$
8%
341
.11
$
3.
85$
10%
44.4
7$
3.
36$
8%47
.98
$
3.
51$
8%4
50.5
3$
4.67
$
10
%54
.56
$
4.02
$
8%
58.7
8$
4.23
$
8%
562
.12
$
5.
69$
10%
66.9
6$
4.
84$
8%72
.08
$
5.
12$
8%6
73.7
0$
6.71
$
10
%79
.36
$
5.66
$
8%
85.3
7$
6.01
$
8%
785
.29
$
7.
73$
10%
91.7
6$
6.
47$
8%98
.66
$
6.
90$
8%8
96.8
8$
8.75
$
10
%10
4.17
$
7.
29$
8%11
1.95
$
7.79
$
7%
910
8.46
$
9.77
$
10
%11
6.57
$
8.
11$
7%12
5.24
$
8.68
$
7%
1012
2.22
$
10.9
9$
10
%13
1.29
$
9.
08$
7%14
1.03
$
9.73
$
7%
1113
5.97
$
12.2
0$
10
%14
6.02
$
10
.05
$
7%15
6.81
$
10.7
9$
7%
1214
9.72
$
13.4
2$
10
%16
0.74
$
11
.02
$
7%17
2.59
$
11.8
5$
7%
1316
3.48
$
14.6
3$
10
%17
5.47
$
11
.99
$
7%18
8.38
$
12.9
1$
7%
Mon
thly
Bill
Com
paris
on -
Sing
le F
amily
Res
iden
tial
Sing
le F
amily
- W
ater
and
Was
tew
ater
2009
- Pr
opos
ed20
10 -
Prop
osed
2011
- Pr
opos
ed
2012
- Pr
opos
ed20
13 -
Prop
osed
2014
- Pr
opos
ed
Cur
rent
-C
ity o
f H
olly
woo
d
CC
FC
urre
nt B
illC
urre
nt B
ill$
Diff
% D
iffPr
opos
ed
Bill
$ C
hang
e%
Cha
nge
03.
34$
15
4.27
$
150.
93$
44
19%
34.0
0$
30
.66
$
918%
15.
29$
15
7.23
$
151.
94$
27
72%
37.5
7$
32
.28
$
610%
27.
24$
16
0.19
$
152.
95$
20
12%
41.1
3$
33
.89
$
468%
39.
19$
16
3.15
$
153.
96$
15
75%
44.7
0$
35
.51
$
386%
411
.14
$
16
6.11
$
154.
97$
12
91%
48.2
7$
37
.12
$
333%
513
.09
$
16
9.07
$
155.
98$
10
91%
51.8
3$
38
.74
$
296%
615
.04
$
17
2.03
$
156.
99$
94
3%55
.40
$
40.3
5$
26
8%7
17.0
0$
174.
99$
15
7.99
$
830%
58.9
6$
41
.97
$
247%
818
.95
$
17
7.95
$
159.
00$
73
9%62
.53
$
43.5
8$
23
0%9
20.9
0$
180.
91$
16
0.01
$
666%
66.1
0$
45
.20
$
216%
1022
.85
$
18
3.87
$
161.
02$
60
5%69
.66
$
46.8
2$
20
5%11
24.8
0$
186.
83$
16
2.03
$
553%
73.2
3$
48
.43
$
195%
1226
.75
$
18
9.79
$
163.
04$
51
0%76
.80
$
50.0
5$
18
7%13
28.7
0$
192.
75$
16
4.05
$
472%
80.3
6$
51
.66
$
180%
1430
.65
$
19
5.71
$
165.
06$
43
9%83
.93
$
53.2
8$
17
4%15
32.6
0$
198.
67$
16
6.07
$
409%
87.5
0$
54
.89
$
168%
1634
.55
$
20
1.63
$
167.
08$
38
4%91
.06
$
56.5
1$
16
4%17
37.0
9$
204.
59$
16
7.50
$
352%
94.6
3$
57
.54
$
155%
1839
.63
$
20
7.55
$
167.
92$
32
4%98
.19
$
58.5
6$
14
8%19
42.1
7$
210.
51$
16
8.34
$
299%
101.
76$
59.5
9$
14
1%A
vg--
->20
44.7
1$
213.
47$
16
8.76
$
277%
105.
33$
60.6
2$
13
6%21
47.2
5$
216.
43$
16
9.18
$
258%
108.
89$
61.6
4$
13
0%22
49.7
9$
219.
39$
16
9.60
$
241%
112.
46$
62.6
7$
12
6%23
52.3
3$
222.
35$
17
0.02
$
225%
116.
03$
63.6
9$
12
2%24
54.8
7$
225.
31$
17
0.44
$
211%
119.
59$
64.7
2$
11
8%25
57.4
1$
228.
27$
17
0.86
$
198%
123.
16$
65.7
5$
11
5%
Mon
thly
Bill
Com
paris
on -
Com
mer
cial
2"
Met
er
Com
mer
cial
-W
ater
Onl
y
Cur
rent
-B
row
ard
Cou
nty
Prop
osed
-C
ity o
f Hol
lyw
ood
Cur
rent
-C
ity o
f H
olly
woo
d
CC
FC
urre
nt B
illC
urre
nt B
ill$
Diff
% D
iffPr
opos
ed
Bill
$ C
hang
e%
Cha
nge
06.
68$
50
2.42
$
495.
74$
73
21%
70.0
0$
63
.32
$
948%
112
.14
$
50
8.19
$
496.
05$
39
86%
79.5
5$
67
.41
$
555%
217
.60
$
51
3.96
$
496.
36$
27
20%
89.1
0$
71
.50
$
406%
323
.06
$
51
9.73
$
496.
67$
20
54%
98.6
5$
75
.59
$
328%
428
.52
$
52
5.50
$
496.
98$
16
42%
108.
20$
79.6
7$
27
9%5
33.9
8$
531.
27$
49
7.29
$
1363
%11
7.75
$ 83
.76
$
246%
639
.44
$
53
7.04
$
497.
60$
11
62%
127.
30$
87.8
5$
22
3%7
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RESERVE CAPACITY CHARGE STUDY
Prepared for
City of Hollywood, Florida
April 2009
850 Trafalgar Court, Suite 300
Maitland, Florida 32751
850 Trafalgar Court Suite 300 Maitland, Florida 32751 Tel: (407) 661-9500 Fax: (407) 661-9599 www.brownandcaldwell.com
P:\Gen\Hollywood, City\136993 - Impact Fee Update\Report\Report - Final.doc 04/27/2009
April 27, 2009
Mr. Albert L. Perez Utility Director City of Hollywood 3441 Hollywood Blvd. Hollywood, FL 33022-9245
Subject: Water and Wastewater Reserve Capacity Charge Study
Dear Mr. Perez: Pursuant to our agreement with the City of Hollywood (the “City”), Brown and Caldwell conducted a study to update the reserve capacity charges, as presented and documented in this Report. The City’s reserve capacity charge provides a mechanism to recovery Water and Wastewater Utility (the “Utility) capital costs that benefit new connections. The reserve capacity charges presented herein were updated pursuant to current statutory requirements based on data, assumptions and estimates that reasonably represent the current costs of providing potable water and wastewater services to new connections within the Utility’s service areas. The updated reserve capacity charges represent the maximum amounts supported by the data, assumptions and estimates. The City can elect to establish policies regarding the amounts, implementation and application of the reserve capacity charges that do not exceed the findings and conclusion identified in this study. It should be noted that capital costs not recovered through reserve capacity charges will for the most part be recovered through existing and future user rate and charge revenues. As a final note, our thanks and appreciation to you and other City staff members that provided data and assisted in the development of this update. Very truly yours, BROWN AND CALDWELL Marco H. Rocca, CMC
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TABLE OF CONTENTS
EXECUTIVE SUMMARY....................................................................................................................... ES-1
Reserve Capacity Charge Update ........................................................................................................ ES-2
Comparison with Other Utilities......................................................................................................... ES-2
General Basis and Considerations....................................................................................................... ES-3
Findings................................................................................................................................................... ES-4
Conclusions ............................................................................................................................................ ES-4
INTRODUCTION...........................................................................................................................................1
General...........................................................................................................................................................1
Reserve Capacity Charge Overview...........................................................................................................1
Other Considerations...................................................................................................................................3
METHODOLOGY AND APPROACH......................................................................................................4
General...........................................................................................................................................................4
Background ...................................................................................................................................................4
Reserve Capacity Charge Methodology and Approach ..........................................................................5
EXPANSION FACILITY CAPITAL COSTS AND CAPACITIES ......................................................7
General...........................................................................................................................................................7
Water Treatment and Transmission ..................................................................................................7
Wastewater Treatment and Transmission ........................................................................................8
Treatment and Transmission Cost and Capacity Summary...........................................................8
TOTAL COSTS WITH CAPITAL FINANCING COSTS LESS CREDITS .....................................10
General.........................................................................................................................................................10
Financing Assumptions .............................................................................................................................10
Financing Costs and Credits .....................................................................................................................11
LEVEL OF SERVICE...................................................................................................................................12
General.........................................................................................................................................................12
Level of Service Standards ........................................................................................................................12
Existing Water ....................................................................................................................................12
Appropriateness of the Level of Service Standards ..............................................................................13
CALCULATION OF RESERVE CAPACITY CHARGES...................................................................14
General.........................................................................................................................................................14
Cost Per Unit of Service............................................................................................................................14
Water Reserve Capacity Charge .......................................................................................................15
Wastewater Reserve Capacity Charge .............................................................................................16
Summary ......................................................................................................................................................17
Comparison with Other Utilities..............................................................................................................17
GENERAL ASSUMPTIONS, FINDINGS AND CONCLUSIONS...................................................19
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Findings........................................................................................................................................................19
Conclusions .................................................................................................................................................19
LIST OF TABLES
TABLE ES-1 Updated and Existing Reserve Capacity Charges .................................................. ES-2
TABLE ES-2 Neighboring Communities Comparison................................................................. ES-3
TABLE 1 Water Facility Summary....................................................................................................7
TABLE 2 Wastewater Facility Summary..........................................................................................8
TABLE 3 Current Cost Summary for Reserve Capacity Charge Calculation Purposes............9
TABLE 4 Financing Assumptions ..................................................................................................11
TABLE 5 LOS Equivalency Factors...............................................................................................12
TABLE 6 Calculation of Water Reserve Capacity Charge...........................................................15
TABLE 7 Calculation of Wastewater Reserve Capacity Charge.................................................16
TABLE 8 Updated and Existing Reserve Capacity Charges .......................................................17
TABLE 9 Neighboring Communities Comparison......................................................................18
LIST OF SCHEDULES
SCHEDULE 1 Summary of Appendix A Fixed Assets ...................................................................22
SCHEDULE 2 Existing Water Transmission Facilities ...................................................................23
SCHEDULE 3 Water CIP Summary ..................................................................................................24
SCHEDULE 4 Existing Wastewater Transmission Facilities .........................................................25
SCHEDULE 5 Wastewater CIP Summary ........................................................................................26
SCHEDULE 6 Existing and Updated Reserve Capacity Charges..................................................27
APPENDICES
APPENDIX A Water and Wastewater Utility System Asset List as of September 30, 2008 .. A-1
APPENDIX B Water and Wastewater CIP.....................................................................................B-1
R E S E R V E C A P A C I T Y C H A R G E S T U D Y
ES-1
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EXECUTIVE SUMMARY
The City of Hollywood (the “City”) requested that Brown and Caldwell (BC) update the existing water and wastewater reserve capacity charges. The current reserve capacity charges for the Water and Wastewater Utility (the “Utility) were established through Ordinance No. 2005-04 and No. 2005-05 on May 4, 2005. Since the establishment of the existing reserve capacity charges, significant events have occurred relative to recovery of utility facility costs through reserve capacity charges including the addition of Section 163.31801 to the Florida Statutes in 2006. Most significantly, this statute allows the recovery of the current cost of facilities providing service for new connections as compared to average facility costs commonly used prior to the statute.
A reserve capacity charge, sometimes referred to as an impact fee, is a mechanism to recover the costs of capacity related treatment and major transmission facilities that benefit new service connections; thereby, eliminating or reducing the financial burden on existing connections to pay for such facilities. The localized water distribution and wastewater collection facilities (such as water mains eight inches and less in diameter and gravity sewers) with appurtenances and soft costs are generally required to be contributed by the landowner/developer or funded through assessments and therefore, are not included for cost recovery through reserve capacity charges.
Facilities for cost recovery through reserve capacity charges include potable water and wastewater improvements associated with Treatment and Transmission (major backbone facilities) that are generally funded through resources of the Utility (reserve funds, bond proceeds, grants and contribution through agreements). Treatment and Transmission activities for the major utility services of potable water and wastewater are considered as the primary functional services for reserve capacity charge purposes.
This study utilizes a “Consumption” based methodology, which assumes that new service connections benefit from portions of both existing and new facilities; as compared to an “Improvements” based methodology that assumes a new set of service facilities is provided for each new service connections. The approach to determining the reserve capacity charge amount for each functional service consists of dividing facility costs by average day capacity of such facilities resulting in a cost per gallon per day (gpd) of capacity. Average day capacity was determined from engineering design documents and permits as adjusted to account for unaccounted for water, inflow and infiltration were appropriate.
The process to determine the facility costs consists of indexing original asset cost by the appropriated Engineering News Record (ENR) Construction Cost Index, adding near term capital improvements, adjusting for financing costs and reducing by credits associated with revenues provided from sources other than reserve capacity charges. The process also involves the identification of appropriate level of services (LOS) for equivalent connections to each of these functions services.
Executive Summary Reserve Capacity Charge Study
ES-2
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Reserve Capacity Charge Update
A summary of the existing and updated reserve capacity charges based on the existing LOS criteria per equivalent residential unit (ERU) for residential connections and equivalent meter connection (EMC) for non residential connections in Table ES-1.
Table ES-1. Updated and Existing Reserve Capacity Charges
Updated
Amount
LOS Treatment Transmission Total
Water 350 gpd/ERU or EMC $ 840.00 $ 290.00 $ 1,130.00 Wastewater 315 gpd/ERU or EMC 1,250.00 880.00 2,130.00
Total $ 2,090.00 $ 1,170.00 $ 3,260.00
Updated To Existing Comparisons
Treatment Transmission Total
Water Updated 350 gpd/ERU or EMC $ 840.00 $ 290.00 $ 1,130.00 Existing 350 gpd/ERU or EMC 406.14 218.22 624.36 Amount Difference $ 433.86 $ 71.78 $ 505.64 Percent Difference 107% 33% 81%
Wastewater Updated 315 gpd/ERU or EMC $ 1,250.00 $ 880.00 $ 2,130.00 Existing 315 gpd/ERU or EMC 991.12 779.00 1,770.12 Amount Difference $ 258.88 $ 101.00 $ 359.88 Percent Difference 26% 13% 20%
Total Updated $ 2,090.00 $ 1,170.00 $ 3,260.00 Existing 1,397.26 997.22 2,394.48 Amount Difference $ 692.74 $ 172.78 $ 865.52 Percent Difference 50% 17% 36%
Comparison with Other Utilities
Comparisons of the existing and updated reserve capacity charges of the City and Other Utilities for a standard 5/8 x 3/4-inch residential water and wastewater connection (1 ERU, or 1 EMC) are provided in Table ES-2. The amounts shown for Other Utilities are based on the schedules in effect as of March 25, 2009 and are exclusive of taxes or other customer service related fees applied to new system connections (i.e. tap fees, application fees, inspection fees, etc.) Caution should be taken when comparing reserve capacity charges/impact fees for many reasons including the following:
1. Cost used by others may not be representative of “Current Costs;” 2. The LOS criteria may not be the same; may be either higher or lower; 3. Cost recovery from contributions, grants or other sources may be applicable;
Executive Summary Reserve Capacity Charge Study
ES-3
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4. Local government may elect to phase-in or not implement total recovery amounts; and 5. Treatment processes and availability of resources may be different.
Table ES-2. Neighboring Communities Comparison 1 Water Wastewater Total
City of Hollywood Existing $ 624.36 $ 1,770.12 $ 2,394.48 Updated $ 1,130.00 $ 2,130.00 $ 3,260.00
Neighboring Communities Wilton Manors $ 390.00 $ 2,075.00 $ 2,465.00 Coral Springs (CSID) 2 $ 1,382.50 $ 1,382.50 $ 2,765.00 Coral Springs (NSID) 2 $ 1,512.50 $ 1,512.50 $ 3,025.00 Coral Springs (City) $ 1,000.00 $ 700.00 $ 1,700.00 Oakland Park N/A N/A N/A Miramar (East) $ 4,564.00 $ 2,760.00 $ 7,324.00 Tamarac $ 1,700.00 $ 2,200.00 $ 3,900.00 Sunrise $ 1,500.00 $ 1,350.00 $ 2,850.00 Davie $ 3,050.00 $ 2,920.00 $ 5,970.00 Dania Beach $ 1,557.00 $ 725.00 $ 2,282.00 Plantation $ 1,585.00 $ 1,260.00 $ 2,845.00 Lauderhill $ 1,629.00 $ 1,190.00 $ 2,819.00 Pompano Beach $ 700.00 $ 700.00 $ 1,400.00 Fort Lauderdale $ 651.00 $ 1,386.00 $ 2,037.00 Palm Beach County $ 1,500.00 $ 2,500.00 $ 4,000.00 Boyton Beach $ 1,122.00 $ 665.00 $ 1,787.00 Delray Beach $ 788.00 $ 1,084.00 $ 1,872.00 Broward County $ 1,185.00 $ 2,140.00 $ 3,325.00 Pembroke Pines $ 2,202.95 $ 2,058.13 $ 4,261.08 Boca Raton $ 5,195.00 $ 4,168.00 $ 9,363.00 Deerfield Beach $ 2,500.00 $ 560.00 $ 3,060.00 Hallandale Beach $ 1,318.00 $ 572.00 $ 1,890.00 North Miami Beach $ 1,827.00 $ 420.00 $ 2,247.00 Miami Dade WASD $ 486.50 $ 1,960.00 $ 2,446.50 Orlando $ 2,130.00 $ 2,950.00 $ 5,080.00
Neighboring Communities Average $ 1,728.14 $ 1,634.92 $ 3,363.07 1. As of March 25, 2009 2. Charge is a combination of water and wastewater, which is split herein 50 percent water and 50 percent wastewater.
General Basis and Considerations
In the preparation of this Report, certain information has been used and relied upon that was provided by other entities. Such information includes, but is not limited to, the Utility’s capital improvements, master plan reports, periodic reports, listing of existing facilities, capacity and cost data, fee schedules for the City and other utilities, and other information provided by or through the Utility. Additionally, reasonably conservative assumptions where developed to establish the basis
Executive Summary Reserve Capacity Charge Study
ES-4
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for certain required study elements that are not, have not or can not be specifically defined through existing data. To the extent that actual or future conditions differ from those assumed and utilized in the Report, the results of the analyses may vary from those developed herein.
Findings
1. The Utility service areas for the most part have similar customer characteristics, utilize uniform service standards and are subject to similar costs.
2. Including reasonable assumptions relative to funding considerations is necessary to define the function services, establish a cost basis, develop appropriate credit criteria and determine cost recovery amounts.
3. Credit criteria and capital improvements funding require consideration of leveraging the reserve capacity charges to diminish the financial burden on existing connections.
4. A significant amount of the capital improvements address upgrades for existing facilities that directly benefit new connections and should be included for cost recovery through reserve capacity charges.
Conclusions
Based on the reviews, analyses and assumptions provided herein, it is concluded that: 1. To address redevelopment and growth it is prudent to establish mechanisms that
adequately recover capital costs incurred for providing service availability for new customers. The reserve capacity charges of the City serve as a funding mechanism for such purposes.
2. The reserve capacity charge updates developed herein are based on current capital improvement costs that reasonably reflect the costs for facilities providing services and benefits to new connections of the Utility.
3. The reserve capacity charge updates developed herein reflect net amounts that are equitable and provide for reasonable recovery without exceeding current cost of the capital improvements associated with providing utility capacity to new customers.
4. The facility cost data, engineering design criteria and assumptions used for this study reasonably reflect conditions. Minor near term future cost variances or other assumptions should not materially increase or reduce the updated reserve capacity charges.
5. The Utility’s current LOS standards reasonably reflect engineering design criteria and customer characteristics.
6. The Utility should establish a policy to annually utilize a portion of the reserve capacity charge reserves for amortization of existing and proposed debt service related to capital facilities included to establish the updated reserve capacity charges.
7. The Utility currently requires meter connection charges, deposits and other fees for new connections. Such fees are related to recovery of operating costs associated with establishing a new customer rather than capacity to serve the customer. As such, these other connection related charges are not recovered through reserve capacity charges.
8. Use of the updated reserve capacity charges will reduce the burden on user rates and operating reserves to fund and/or amortize existing and future expansion facility and related debt.
R E S E R V E C A P A C I T Y C H A R G E S T U D Y
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INTRODUCTION
General
The City, (the “City”) requested Brown and Caldwell (BC) to identify the appropriate level of cost recovery, through reserve capacity charges for facilities that provide potable water and wastewater utility services to new or increased redevelopment service connections. The current reserve capacity charges, established through Ordinance No. 2005-04 and No. 2005-05 on May 4, 2005, may not adequately reflect the current cost for facilities required to address the current and near future service requirements. Reserve capacity charges paid by new and increased service connections are a mechanism to recover the facility costs for such services; thereby, reducing or eliminating the burden on existing connections to subsidize improvements for the benefit of new service connections. Localized service facilities with appurtenances and soft costs, (such as water mains eight inches and less in diameter, gravity sewers and other facilities), specifically limited to direct connection services are generally required to be contributed by the landowner/developer or funded through assessments and are not included for cost recovery through reserve capacity charges.
The purpose of the reserve capacity charge is to assign, to the extent practical, growth-related capital costs to those customers responsible for such additional costs. Sound financial and equitable cost recovery practice promotes the assignment of the identifiable additional growth related capital costs for utility services to connections responsible for such costs rather than existing connections. Generally, this practice has been labeled as “growth paying for growth” without burden on existing customers.
Reserve Capacity Charge Overview
Reserve capacity charges are referred to by a number of different terms including impact fees, facility fees, connection fees, capacity reservation charges, system development charges, capital connection charges or other similar terminology. In general, these are one-time charges established as a means to recover, in whole or in part, but not to exceed the costs associated with system capacity. Such capital costs generally include the construction of facilities together with general plant, engineering, administration, surveying, land, legal and financing costs. Reserve capacity charges in Florida were a result of home rule powers with the requirements associated with the development, administration, accounting and expenditure governed by case law. However, in 2006, Section 163.31801 was added to the Florida Statues, which reinforced, enhanced, clarified and added to the provisions of case law. Section 163.31801 F.S. is as follows:
163.31801 Impact Fees; short title; intent; definitions; ordinances levying Impact Fees.
(1) This section may be cited as the “Florida Impact Fee Act.” (2) The Legislature finds that impact fees are an important source of revenue for a local
government to use in funding the infrastructure necessitated by new growth. The Legislature further finds that impact fees are an outgrowth of the home rule power of a local government to provide certain services within its jurisdiction. Due to the growth of impact fee collections and local governments’ reliance on impact fees, it is the intent of the Legislature to ensure that, when a county or municipality adopts an impact fee by ordinance or a special district adopts an impact fee by resolution, the governing City complies with this section.
Introduction Reserve Capacity Charge Study
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(3) An impact fee adopted by ordinance of a county or municipality or by resolution of a special district must, at minimum:
(a) Require that the calculation of the impact fee be based on the most recent and localized data.
(b) Provide for accounting and reporting of impact fee collections and expenditures. If a local governmental entity imposes an impact fee to address its infrastructure needs, the entity shall account for the revenues and expenditures of such impact fee in a separate accounting fund.
(c) Limit administrative charges for the collection of impact fees to actual costs. (d) Require that notice be provided no less than 90 days before the effective date of an
ordinance or resolution imposing a new or amended impact fee. (4) Audits of financial statements of local governmental entities and district school boards
which are performed by a certified public accountant pursuant to s. 218.39 and submitted to the Auditor General must include an affidavit signed by the chief financial officer of the local governmental entity or district school board stating that the local governmental entity or district school board has complied with this section.
Although the statute provides criteria, certain precedents originally set by common law need to be addressed to meet the legal requirements associated with impact fees. Common law precedent for impact fees in Florida was originally set in the landmark Florida Supreme Court decision, Contractors and Builders Association of Pinellas County vs. City of Dunedin, Florida. The litigation and judgment regarding the validity of capital-related fees provides that an equitable cost recovery mechanism, such as impact fees, can be levied for a specific purpose by a Florida municipality as a capital fee for services. In the ruling, the court identified certain conditions as necessarily present in order to have a valid fee. In general, the court decision addressed the following:
1. The impact fee should be reasonably equitable to all parties; that is, the amount of the fee must bear a relationship to the amount of services requested;
2. The system of fees and charges should be set up so that there is not an intentional windfall to existing users;
3. The impact fee should, to the extent practical, only cover the capital cost of construction and related costs thereto (engineering, legal, financing, administrative, etc.) for increases in or expansions of capacity or capital requirements that are required solely due to growth. Therefore, expenses due to normal renewal and replacement of a facility (e.g., replacement of a capital asset) should be borne by all users of the facility or municipality. Similarly, increased expenses due to operation and maintenance of that facility should be borne by all users of the facility; and
4. The local government must adopt a revenue-producing ordinance that explicitly sets forth restrictions on revenues (uses thereof) that the imposition of the impact fee generates. Therefore, the funds collected from the impact fees should be retained in a separate account, and separate accounting must be made for those funds to ensure that they are used only for the lawful purposes described.
Based on the criteria provided above, the development of impact fees herein will: 1) include current costs of facilities associated with the capacities to serve new customers; 2) not reflect costs of improvements associated with the renewal and replacement (R&R) of existing capital assets that are allocable to existing users of the system; and 3) not include any costs of operation and maintenance of the facilities associated with the system.
Introduction Reserve Capacity Charge Study
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Other Considerations
In addition to the Dunedin decision, there have been several other landmark cases dealing with the levying of impact fees in Florida. In the Hollywood, Inc. vs. Broward County case, a challenge was made regarding the applicability of levying an impact fee for parks and recreation. Essentially, the Broward County ordinance provides for a park contribution agreement between the developer and the County and that a fee per residential unit be collected. The court upheld the imposition of the fee and addressed the more difficult question of whether the ordinance was constitutional. The major criteria associated with this case dealt with whether the fee was correlated to the benefit received (the “Rational Nexus Test”). As stated in the decision, the government must show a reasonable connection or correlation between the expenditures of the funds collected and the benefits that accrue to the payee. In order to satisfy this requirement, the ordinance must specifically earmark impact fee funds for acquiring capital facilities that benefit new residents.
Palm Beach County adopted a “Fair Share Contribution for Road Improvements” ordinance requiring payment of a transportation impact fee prior to the issuance of a building permit to address a degrading level of service resulting from growth. The impact fee based on estimated trip generation rates for particular customer classes survived a challenge by the Home Builders and Contractors Association of Palm Beach County per the findings that the fee was not a tax having met the Rational Nexus Test.
The courts in Florida determined and affirmed that impact fees are valid to fund increased capital cost associated with the incremental facilities for growth. Specifically, impact fees must represent the incremental cost of the capital facilities to provide services for increased growth of the jurisdiction and some reasonable basis must exist between the amount of the fee and the benefits accrued to the new or incremental customer. Furthermore, impact fees are not considered special assessments or additional taxes. A special assessment is predicated upon an estimated increment in value to the property assessed by virtue of the improvement being constructed in the vicinity of the property and the assessment must be directly and reasonably related to the benefit the property receives. Impact fees are not directly related to the value of the improvement to the property but rather to the level of service required by the property. With respect to a comparison to taxes, impact fees are distinguishable primarily in the direct relationship between the amount and the measurable quantity of public facilities required. In the case of taxation, there are no requirements that the payment be in proportion to the quantity of public services consumed and funds received by a local government from taxes can be expended for any legitimate public purpose.
The above represents a very limited non-legal overview of impact fee legal criteria for general information purposes only. No legal assurances are given nor should any be interpreted by the reader on the summary provided herein. Actual legal opinion should be obtained from the City’s legal counsel on such matters.
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METHODOLOGY AND APPROACH
General
The selection and use of a methodology and approach are vital in development of reserve capacity charges that fully comply with applicable statutes and case law.
Background
Properties within the Utility’s service area are provided water and wastewater benefits/services through six distinguishable utility functional service facilities consisting of: 1) Potable Water Treatment; 2) Potable Water Transmission; 3) Localized Water Distribution; 4) Localized Wastewater Collection; 5) Wastewater Transmission; and 6) Wastewater Treatment. These functional service facilities are further described below along with an additional category of Physical Connection.
• Potable Water Treatment facilities generally consist of source of supply, raw water transmission piping, treatment equipment and buildings, storage tanks and high service pumping.
• Potable Water Transmission facilities consist of selected water mains serving as the backbone piping together with associated remote storage and high service pumping equipment providing potable water at suitable quantities and pressure to the localized potable water distribution facilities.
• Wastewater Treatment facilities generally consist of treatment equipment and buildings, and sludge management equipment and buildings.
• Wastewater Disposal related facilities consist of certain filtration, disinfection, storage tanks or ponds, buildings, effluent disposal equipment, piping, pumping and ocean outfall facilities.
• Wastewater Transmission facilities consist of interceptor (trunk) gravity lines, master-pumping stations, and selected force mains serving as the backbone piping transferring wastewater from localized wastewater collection facilities to the wastewater treatment facilities.
• Localized Water Distribution and Wastewater Collection facilities consist of localized piping and equipment that serve as the conduit for Water and Wastewater services between the Water and Wastewater Transmission facilities and the customer’s point of Physical Connection.
• Physical Connection facilities are those items associated with the customer’s point of connection, such as water meters, laterals, meter boxes, etc.
The facilities included for cost recovery through reserve capacity charges consist of potable water and wastewater improvements associated with Treatment and Transmission (major backbone
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facilities) that are generally funded through resources of the Utility (bond proceeds, loans, grants, agreements, and restricted and unrestricted reserves). Treatment and Transmission activities for the major utility services of potable water and wastewater are considered as the primary functional services for reserve capacity charge purposes. The remaining Localized Distribution and Collection, and Physical Connection facilities are site specific with costs that generally vary from location to location within the service area. Therefore, the Utility’s uniform extension policy should required that such Localized Distribution and Collection, and Physical Connection costs be paid through developer contributions, assessments programs or other methods that do not involve subsidies by properties that do not benefit.
Reserve Capacity Charge Methodology and Approach
This study utilizes a “Consumption” based methodology, which assumes that new service connections will utilize portions of both existing and new facilities; as compared to an “Improvements” based methodology that assumes a new set of service facilities is provided for each new service connections. The approach to determining the reserve capacity charges for each functional service consisted of dividing the adjusted facility costs by the average day capacity of such facilities resulting in an adjusted cost per gallon per day (gpd) of capacity.
The reserve capacity charge methodology provides that the amount to be recovered adequately and reasonably represents the current costs of expansion facilities consistent with the LOS provided by the Utility. More specifically, the methodology uses current costs, plus financing and interest expenses, less any related cost recovery from other sources.
The approach to address the methodology is predicated on establishing a uniform cost per unit of capacity for each area of functional service. These uniform costs per unit of capacity are then related to the LOS capacity associated for each customer class, size of connection or other criteria relative to the connection’s request for service. Identification of current expansion facility cost and related capacities for the utility functional services along with the LOS criteria for potable water and wastewater service provides the basis for the cost per unit of capacity relationship. A total current facility cost on a benefit and consistent capacity basis, as allocated and apportioned utilizing the appropriate utility functional services and LOS criteria, is identified for each functional service area. The total current facility cost is adjusted to consider financing costs, less credit for contributions, grants, or any related cost recovery from other sources including user fees that are used to amortize debt related to the capital facilities. This process results in the net current cost basis for each of the four primary functional services facilities (Water Treatment, Water Transmission, Wastewater Treatment and Wastewater Transmission) to be recovered from reserve capacity charges. Capacities for the functional service facilities are adjusted to consider maximum day and unaccounted for water for potable water and infiltration and inflow (I&I) for wastewater. The costs per unit of capacity for each of the primary functional services are determined utilizing the net current cost basis and adjusted LOS capacities.
The tasks associated with this approach consist of identifying: 1. Current costs for each functional service element based on information provided by the
Utility. This information consists of recently completed, ongoing and master plan improvements that either represent or are adjusted to reflect facility costs associated with complete functional services, including land, general plant, engineering, permitting and all other relative soft costs.
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2. Functional service component capacity based on permitted, actual or engineering design criteria.
3. Historic and current policies on funding capital cost for Treatment and Transmission functional service facilities.
4. Relative financing costs and interest expense associated with current funding policies of the Utility.
5. Credits attributed to cost recovery provide through other sources. 6. Relative cost per unit of capacity.
Data for the identification of current expansion facility costs and related capacities were obtained from one or more of three primary sources of the Utility, consisting of: 1) property, plant and equipment asset records and capital improvement budgets, 2) debt, grant and other funding documents, and/or 3) engineering criteria, planning documents and operating records of the Utility. As previously discussed, credits or adjustments to address the potential of double payment or over recovery of facility costs are based on assumptions relative to the Utility’s financing policies, capital structure and current market conditions.
Capacities associated with the Treatment and Transmission facilities are developed utilizing several sources including design standards, permitted criteria, engineering estimates and actual system experiences. Capacity analysis associated with the potable water Treatment and Transmission facilities include consideration of maximum day demand, fire flow and unaccounted for water. Wastewater capacity analyses are generally based on the average day design capacity of the wastewater treatment plant. Wastewater Transmission facility capacities are rated with consideration of I&I.
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EXPANSION FACILITY CAPITAL COSTS AND CAPACITIES
General
The process of establishing current facility costs that reasonably reflect the costs associated with the relative capacities of such facilities consists of: (i) indexing the original costs of the facilities by a nationally recognized index representative of utility type construction activities; (ii) including approved capital improvement program (CIP) costs; and (iii) indexing the approved CIP costs that are not current. The Engineering New Record (ENR) Construction Cost Index for the Atlanta region was selected as an appropriate index for this study. Data for existing facilities were obtained from the asset records maintained by the City. Associated capacities for the facilities were provided by City staff and/or obtained from master or facility plans.
Water Treatment and Transmission
Water Treatment facilities consist of Biscayne and Floridan aquifer supply wells, lime softening, membrane softening and reverse osmosis treatment plants located within the Utility’s service area. Water Transmission facilities, consisting of piping ranging from 10-inches to 30-inches in diameter, together with appurtenances, are located throughout the service area. Localized piping generally consisting of potable water lines 8.0-inches and less in diameter are not included as water Transmission facilities. The current cost for both the existing facilities and those anticipated to be constructed through the CIP in the near future are shown in Table 1. The existing water Treatment facilities including supply wells, land, and general plant facilities, as summarized in Schedule 1, are based on: (i) asset records provided by the Utility, detailed in Appendix A, as indexed to current costs pursuant to the ENR Construction Costs Indices; and (ii) costing of Land pursuant to County records. Existing Transmission facility costs, detailed in Schedule 2, utilizes a cost per linear foot approach based actual piping length, size, material and current engineering cost estimates. Amounts for CIP projects were obtained from the City’s current CIP, as provided in Schedule 3 and detailed in Appendix B.
Table 1. Water Facility Summary
CIP
Item Existing Basis Jan 2009 Combined
Treatment Source of Supply $ 26,159,840 $ 1,800,000 $ 27,959,840 Treatment Plant 118,161,027 32,937,000 151,098,027 Land 2,264,788 - 2,264,788 General Plant. 3,192,719 - 3,192,719
Total Treatment $ 149,778,373 $ 34,737,000 $ 184,515,373 Transmission 42,789,492 15,052,221 57,841,713 Total Water $ 192,567,865 $ 49,789,221 $ 242,357,086
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Wastewater Treatment and Transmission
Wastewater Treatment a utility functional service consists of activated sludge treatment with disposal through ocean outfall, deep well injection and reuse of reclaimed water. The proposed CIP provides for upgrading of existing facilities and additional/alternative disposal. Transmission is provided from interceptor gravity sewers, force mains and master pumping stations located throughout the Utility’s service area. Localized collection facilities, consisting of gravity sewers and small lift stations, are not included as wastewater Transmission facilities. Wastewater Treatment and Transmission facility costs including land and a portion of general plant facilities are shown on Table 2, as summarized from Schedule 1. Current cost for existing facilities are based on: (i) asset records provided by the Utility, detailed in Appendix A, as indexed pursuant to the ENR Construction Costs Indices; (ii) Land pursuant to County records; and (iii) separate identification and costing of the ocean outfall line. Existing Transmission facility costs, detailed in Schedule 4, utilizes a cost per linear foot approach based actual piping length, size, material and current engineering cost estimates. Amounts for CIP projects were obtained from the City’s current CIP, as provided in Schedule 5 and detailed in Appendix B.
Table 2. Wastewater Facility Summary
CIP
Item Existing Basis Jan 2009 Combined
Transmission $ 117,785,909 $ 43,026,397 $ 160,812,306 Treatment
Plant $ 286,940,951 $ 32,570,000 $ 319,510,951 Land 2,934,030 - 2,934,030 General Plant 4,650,277 - 4,650,277 Disposal 54,995,607 14,828,000 69,823,607
Subtotal Treatment $ 349,520,866 $ 47,398,000 $ 396,918,866 Total Wastewater $ 467,306,775 $ 90,424,397 $ 557,731,172
Treatment and Transmission Cost and Capacity Summary
A current cost summary for reserve capacity charge calculation purposes is presented in Table 3. There are two sections to Table 3, the first section reflects the identified costs together with each element’s capacity; the second section reflects the element costs adjusted to be on a consistent capacity basis. Costs identified in the second section (consistent capacity basis) together with the associated capacities are used for determination of the reserve capacity charges.
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Table 3. Current Cost Summary for Reserve Capacity Charge Calculation Purposes
Water Wastewater
Item Amount Capacity Amount Capacity
Section 1. Costs and Capacities
Treatment
Source of Supply $ 27,959,840 55.85 $ -
Plant 151,098,027 36.50 319,510,951 48.75
Land 2,264,788 36.50 2,934,030 48.75
Disposal - 36.50 69,823,607 48.75
General Plant 3,192,719 36.50 4,650,277 48.75
Subtotal Treatment $ 184,515,373 $ 396,918,866
Transmission 57,841,713 36.50 160,812,306 28.00
Total $ 242,357,086 $ 557,731,172
Section 2. Cost On a Consistent Capacity Basis
Treatment
Source of Supply $ 18,273,000 $ -
Plant 151,098,000 183,514,000
Land 2,265,000 1,685,000
Disposal - 40,104,000
General Plant 3,193,000 2,671,000
Total $ 174,829,000 36.50 $ 227,974,000 28.00
Transmission 57,842,000 36.50 160,812,000 28.00
Total $ 232,671,000 $ 388,786,000
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TOTAL COSTS WITH CAPITAL FINANCING COSTS LESS CREDITS
General
Both the inclusion of financing costs and exclusion (credits) of amounts anticipated to be recovered from other sources of revenues are important in the development of appropriated reserve capacity changes. The Utility’s capital structure historically has utilized long-term debt, existing reserves and contributions to acquire facilities and fund system upgrades and expansions. As a result, in addition to facility costs such long-term debt includes costs for both financing and accumulated interest over the life of the debt. These costs directly relate to the benefits provided by system facilities and are required to be addressed for full cost recovery. Pursuant to a review of the existing bond documents and City’s reserve capacity charge ordinance, reserve capacity charges can and are recommended to be utilized to pay for expansion related debt service pursuant to requirements of the rate covenant. Since annual cash flows provided by reserve capacity charges do not coincide with the timing of project funding and debt service payment requirements, it is necessary to utilize other sources of revenues, such as reserves and user fees, to address these cash flow requirements. Therefore, consideration of credits to address the amounts provided by other revenue sources are incorporated in the reserve capacity charge updates to eliminate over recovery or payments above the identified amounts by any connection.
Financing Assumptions
The process to determine the level and costs of financing consist of developing assumptions associated with: (i) the relative portion expansion improvements funded through debt (the Expansion Percentage); (ii) the financing terms associated with the capital funding program; (iii) the portion of the expansion debt anticipated to be paid from reserve capacity charges; and (iv) the relative portion of debt service paid by other revenue sources.
Expansion Percentage A review of the historical funding activities of the City’s water and wastewater Treatment and Transmission facilities suggests that a significant portion of the existing facilities were funded from debt and that nearly 100 percent of all future expansion/upgrade improvements may also be funded from debt. Based on these findings the expansion percentage for reserve capacity charge use for debt service is assumed at 95 percent.
Financing Terms For the purpose of this study, financing terms for long-term debt consist of: (i) a weighted average number of years based on existing and proposed debt years; (ii) interest of 5.5 percent; (iii) issuance cost at 2.0 percent; and (iv) a debt service reserve fully funded from the proceeds of debt.
Amortized From User Fees Full recovery through reserve capacity charges are not practical at this time due to the anticipated lag time between the funding/construction of improvements and potential for new connections. Future water and wastewater reserve capacity charges are assumed to provide 15 percent and 20 percent respectively of the debt service for existing and anticipated future debt. The higher level of assumed reserve connection charges is based on the potential of connections that are currently on septic tanks. The portion of the debt service not paid from reserve capacity charges will be
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provided from user fees and constitute the basis for credits in the determination of reserve capacity charges.
Financing Costs and Credits
An important element in the development the reserve capacity charge is the consideration of: (i) debt financing costs; (ii) debt interest expense; and (iii) credits arising from (a) debt funding of expansion improvements, and (b) cost recovery for expansion facilities costs derived from sources other than reserve capacity charges. The Utility’s historic and current capital funding program utilizes two primary sources of funding for the expansion related facilities: 1) reserve capacity charge reserve funds that are directly used to construct facilities, (this also includes expansion facility contributions in lieu of reserve capacity charge); and 2) proceeds derived from debt. Reserve capacity charges can be used to pay all or a portion of expansion related debt service provided all rate covenant are fully addressed. Table 4 provides a summary of the salient items used in calculating and the factors to adjust total facility costs for financing costs and credits.
Table 4. Financing Assumptions
Item Water Wastewater
Debt Funded 95.00% 95.00% Amortized by Reserve Capacity Charges 15.00% 20.00% Debt Service Assumptions
Years 19 19 Interest Rate 5.50% 5.50% Expense 2.00% 2.00% Debt Service Reserve yes 0.0862 yes 0.0862
Primary Financing Assumption Factors
Direct Debt Total Direct Debt Total
Project $ 0.0500 $ 0.9500 $ 1.0000 $ 0.0500 $ 0.9500 $ 1.0000 Debt Financing Costs - 0.1188 0.1188 - 0.1188 0.1188 Total Interest Expense - 0.7125 0.7125 - 0.7125 0.7125 Subtotal $ 0.0500 $ 1.7812 $ 1.8312 $ 0.0500 $ 1.7812 $ 1.8312 Provided by User Fees 1.4383 1.4383 1.3537 1.3537 RCC Recovery $ 0.3929 $ 0.4775
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LEVEL OF SERVICE
General
The approach to developing reserve capacity charges takes into consideration City policy regarding LOS for each of the functional services.
Level of Service Standards
Existing Water
The amount of reserve capacity charge required from all new and some renovated service connections are determined on an equivalency basis utilizing an equivalent residential unit (ERU) for residential connections and equivalent meter connections (EMC) for non residential connections. An ERU is based the average daily demand characteristics of a single family dwelling unit. An EMC is based on the American Water Works Association cold water meter standards with a 5/8 x ¾ -inch meter being equal to one EMC. Article IX of the Broward County code of ordinances specifies that 350 gallons per day (gpd) Average Daily Flow (ADF) for water and 315 gpd ADF are the LOSs where Broward County is not the provider.
Equivalencies for Residential are categorized to address single family, duplex, multi-family and mobile home dwellings. The equivalency factors for each of these residential dwelling unit categories together with the EMC factors for each water meter size are provided in Table 5.
Table 5. LOS Equivalency Factors
Factor
Residential Per Unit Single Family 1.00 Duplex 1.00 Multi-Family 3 + Units 0.71 Mobile Home 0.29
Non Residential Per Meter Size
Meter Size 5/8" x 3/4" 1.00 1.0" 2.50 1.5" 5.00 2.0" 8.00 3.0" 16.00 4.0" 25.00 6.0" 50.00 8.0" 80.00
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Appropriateness of the Level of Service Standards
A review of recent customer usage was conducted utilizing billing information provided by the Utility for the purpose of understanding the relationship between the actual usage per equivalency and those stated by Broward County. Based on the review and discussions with Utility staff the existing basis of 350 gpd and 315 gpd ADF per equivalency, respectively for water and wastewater continue to be representative of the LOS required for the health, safety and welfare of those receiving services. These LOSs are also relatively consistent with design criteria and LOS used by other utilities in Florida.
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CALCULATION OF RESERVE CAPACITY CHARGES
General
The critical elements required for development of the reserve capacity charges consist of identifying the current cost per unit of service and extending the amount by the LOS for the four functional services. Current costs identified on a consistent capacity basis, including provisions for financing costs and credits, are divided by the reconciled capacity of such facilities of address system and engineering design criteria such as average daily demand (ADD), unaccounted water losses and inflow and infiltration (I&I).
Cost Per Unit of Service
The total cost basis for each water and wastewater Treatment and Transmission functional services is calculated by adding an amount to account for financing considerations and subtracting credits. These amounts are then divided by the service capacity, identified as the facility’s ADD capacity, less adjustments for unaccounted water and I&I. The cost per unit of capacity reflects the full costs recovery amount from reserve capacity charges at the point of connection as shown in the following tables.
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Water Reserve Capacity Charge
The reserve capacity charges for potable water service are shown in Table 6.
Table 6. Calculation of Water Reserve Capacity Charge
Item Treatment Transmission Total
Current Cost Basis $ 174,829,000 $ 57,842,000 $ 232,671,000 Less Grants 2,734,000 - 2,734,000 Net Facility Costs $ 172,095,000 $ 57,842,000 $ 229,937,000 Financing Cost 19,415,000 6,526,000 25,941,000 Interest Cost 116,484,000 39,151,000 155,635,000 Subtotal $ 307,994,000 $ 103,519,000 $ 411,513,000 User Fee Credit 247,533,000 83,197,000 330,730,000 Total Current Cost Basis $ 60,461,000 $ 20,322,000 $ 80,783,000
Facility Capacity: Total Capacity in MGD 36.50 36.50 Maximum Day Factor 1 1.31 1.31 Average Day Capacity in MGD 27.86 27.86
Unaccounted-For-Water 2 8.00% 8.00% Level of Service Capacity MGD 25.63 25.63
Capital Charge Determinants: Unit Cost Per Gallon of Capacity $ 2.36 $ 0.79 $ 3.15 Level of Service (gpd) 3 350 350 Reserve Capacity Charge Calculated Charge $ 826.00 $ 277.00 $ 1,103.00
Administration Fee 10.00 10.00 20.00 Total Fee $ 836.00 $ 287.00 $ 1,123.00 Rounding Adjustment (to nearest $10) 4.00 3.00 7.00 Updated Reserve Capacity Charge $ 840.00 $ 290.00 $ 1,130.00 1. 2007 Water Master Plan page 5-6
2. Per City references 3. Broward County Code Article IX
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Wastewater Reserve Capacity Charge
The reserve capacity charge for wastewater is shown in Table 7.
Table 7. Calculation of Wastewater Reserve Capacity Charge
Description Treatment Transmission Total
Current Cost Basis $ 227,974,000 $ 160,812,000 $ 388,786,000 Less Grants - - - Net Facility Costs $ 227,974,000 $ 160,812,000 $ 388,786,000 Financing Cost 25,720,000 18,143,000 43,863,000 Interest Cost 154,306,000 108,847,000 263,153,000 Subtotal $ 408,000,000 $ 287,802,000 $ 695,802,000 User Fee Credit 308,618,000 217,698,000 526,316,000 Total Current Cost Basis $ 99,382,000 $ 70,104,000 $ 169,486,000
System Capacity: Average Day Capacity in MGD 1 28.00 28.00 Allowance for Infiltration and Inflow 2 10.00% 10.00% Level of Service Capacity in MGD 25.20 25.20 Capital Charge Determinants: Unit Cost Per Gallon of Capacity $ 3.94 $ 2.78 $ 6.72 Level of Service (gpd) 3 315 315 Reserve Capacity Charge Calculated Charge $ 1,241.00 $ 876.00 $ 2,117.00
Administration Fee 10.00 10.00 20.00 Total Fee $ 1,251.00 $ 886.00 $ 2,137.00 Rounding Adjustment (to nearest $10) (1.00) (6.00) (7.00) Updated Reserve Capacity Charge $ 1,250.00 $ 880.00 $ 2,130.00 1. Total Capacity of 48.75 less 20.75 for large users. 2. National Standard 3. Broward County Code Article IX
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Summary
A summary of the existing and updated reserve capacity charges are shown below in Table 8 with a complete listing provided in Schedule 6.
Table 8. Updated and Existing Reserve Capacity Charges
Updated
Amount
LOS Treatment Transmission Total
Water 350 gpd/ERU or EMC $ 840.00 $ 290.00 $ 1,130.00 Wastewater 315 gpd/ERU or EMC 1,250.00 880.00 2,130.00
Total $ 2,090.00 $ 1,170.00 $ 3,260.00
Updated To Existing Comparisons
Treatment Transmission Total
Water Updated 350 gpd/ERU or EMC $ 840.00 $ 290.00 $ 1,130.00 Existing 350 gpd/ERU or EMC 406.14 218.22 624.36 Amount Difference $ 433.86 $ 71.78 $ 505.64 Percent Difference 107% 33% 81%
Wastewater Updated 315 gpd/ERU or EMC $ 1,250.00 $ 880.00 $ 2,130.00 Existing 315 gpd/ERU or EMC 991.12 779.00 1,770.12 Amount Difference $ 258.88 $ 101.00 $ 359.88 Percent Difference 26% 13% 20%
Total Updated $ 2,090.00 $ 1,170.00 $ 3,260.00 Existing 1,397.26 997.22 2,394.48 Amount Difference $ 692.74 $ 172.78 $ 865.52 Percent Difference 50% 17% 36%
Comparison with Other Utilities
Comparisons of the existing and updated reserve capacity charges of the City and Other Utilities for a standard 5/8 x 3/4-inch residential water and wastewater connection (1 ERU, or 1 EMC) are provided in Table ES-2. The amounts shown for Other Utilities are based on the schedules in effect as of March 25, 2009 and are exclusive of taxes or other customer service related fees applied to new system connections (i.e. tap fees, application fees, inspection fees, etc.) Caution should be taken when comparing reserve capacity charges/impact fees for many reasons including the following:
1. Cost used by others may not be representative of “Current Costs;” 2. The LOS criteria may not be the same; may be either higher or lower; 3. Cost recovery from contributions, grants or other sources may be applicable; 4. Local government may elect to phase-in or not implement total recovery amounts; and 5. Treatment processes and availability of resources may be different.
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Table 9. Neighboring Communities Comparison 1 Water Wastewater Total
City of Hollywood Existing $ 624.36 $ 1,770.12 $ 2,394.48 Updated $ 1,130.00 $ 2,130.00 $ 3,260.00
Neighboring Communities Wilton Manors $ 390.00 $ 2,075.00 $ 2,465.00 Coral Springs (CSID) 2 $ 1,382.50 $ 1,382.50 $ 2,765.00 Coral Springs (NSID) 2 $ 1,512.50 $ 1,512.50 $ 3,025.00 Coral Springs (City) $ 1,000.00 $ 700.00 $ 1,700.00 Oakland Park N/A N/A N/A Miramar (East) $ 4,564.00 $ 2,760.00 $ 7,324.00 Tamarac $ 1,700.00 $ 2,200.00 $ 3,900.00 Sunrise $ 1,500.00 $ 1,350.00 $ 2,850.00 Davie $ 3,050.00 $ 2,920.00 $ 5,970.00 Dania Beach $ 1,557.00 $ 725.00 $ 2,282.00 Plantation $ 1,585.00 $ 1,260.00 $ 2,845.00 Lauderhill $ 1,629.00 $ 1,190.00 $ 2,819.00 Pompano Beach $ 700.00 $ 700.00 $ 1,400.00 Fort Lauderdale $ 651.00 $ 1,386.00 $ 2,037.00 Palm Beach County $ 1,500.00 $ 2,500.00 $ 4,000.00 Boyton Beach $ 1,122.00 $ 665.00 $ 1,787.00 Delray Beach $ 788.00 $ 1,084.00 $ 1,872.00 Broward County $ 1,185.00 $ 2,140.00 $ 3,325.00 Pembroke Pines $ 2,202.95 $ 2,058.13 $ 4,261.08 Boca Raton $ 5,195.00 $ 4,168.00 $ 9,363.00 Deerfield Beach $ 2,500.00 $ 560.00 $ 3,060.00 Hallandale Beach $ 1,318.00 $ 572.00 $ 1,890.00 North Miami Beach $ 1,827.00 $ 420.00 $ 2,247.00 Miami Dade WASD $ 486.50 $ 1,960.00 $ 2,446.50 Orlando $ 2,130.00 $ 2,950.00 $ 5,080.00
Neighboring Communities Average $ 1,728.14 $ 1,634.92 $ 3,363.07 1. As of March 25, 2009 2. Charge is a combination of water and wastewater, which is split herein 50 percent water and 50 percent wastewater.
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GENERAL ASSUMPTIONS, FINDINGS AND CONCLUSIONS
In the preparation of this Report, certain information has been used and relied upon that was provided by other entities. Such information includes, but is not limited to, the Utility’s capital improvements, master plan reports, periodic reports, listing of existing facilities, capacity and cost data, fee schedules for the City and other utilities, and other information provided by or through the Utility. Additionally, reasonably conservative assumptions where developed to establish the basis for certain required study elements that are not, have not or can not be specifically defined through existing data. To the extent that actual or future conditions differ from those assumed and utilized in the Report, the results of the analyses may vary from those developed herein.
Findings
1. The Utility service areas for the most part have similar customer characteristics, utilize uniform service standards and are subject to similar costs.
2. Including reasonable assumptions relative to funding considerations is necessary to define the function services, establish a cost basis, develop appropriate credit criteria and determine cost recovery amounts.
3. Credit criteria and capital improvements funding require consideration of leveraging the reserve capacity charges to diminish the financial burden on existing connections.
4. A significant amount of the capital improvements address upgrades for existing facilities that directly benefit new connections and should be included for cost recovery through reserve capacity charges.
Conclusions
Based on the reviews, analyses and assumptions provided herein, it is concluded that: 1. To address redevelopment and growth it is prudent to establish mechanisms that
adequately recover capital costs incurred for providing service availability for new customers. The reserve capacity charges of the City serve as a funding mechanism for such purposes.
2. The reserve capacity charge updates developed herein are based on current capital improvement costs that reasonably reflect the costs for facilities providing services and benefits to new connections of the Utility.
3. The reserve capacity charge updates developed herein reflect net amounts that are equitable and provide for reasonable recovery without exceeding current cost of the capital improvements associated with providing utility capacity to new customers.
4. The facility cost data, engineering design criteria and assumptions used for this study reasonably reflect conditions. Minor near term future cost variances or other assumptions should not materially increase or reduce the updated reserve capacity charges.
5. The Utility’s current LOS standards reasonably reflect engineering design criteria and customer characteristics.
6. The Utility should establish a policy to annually utilize a portion of the reserve capacity charge reserves for amortization of existing and proposed debt service related to capital facilities included to establish the updated reserve capacity charges.
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7. The Utility currently requires meter connection charges, deposits and other fees for new connections. Such fees are related to recovery of operating costs associated with establishing a new customer rather than capacity to serve the customer. As such, these other connection related charges are not recovered through reserve capacity charges.
8. Use of the updated reserve capacity charges will reduce the burden on user rates and operating reserves to fund and/or amortize existing and future expansion facility and related debt.
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SCHEDULES
Schedule 1 Reserve Capacity Charge Study
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Schedule 1. Summary of Appendix A Fixed Assets
Original Cost Current Cost
Existing Asset Listing (Appendix A) Water
Treatment Source of Supply SOS $ 18,279,979.46 $ 26,159,839.62 Treatment Plant WTP 62,142,723.68 118,161,026.65 Land WL 111,035.54 645,209.43 General Plant Direct WGP 598,824.87 1,997,574.17 General Plant Allocated 1 GP 443,145.81 1,195,144.71
Subtotal $ 81,575,709.36 $ 148,158,794.58 Transmission WTD 26,040,472.14 98,544,924.02
Total Water $ 107,616,181.50 $ 246,703,718.60 Wastewater
Transmission WWTC $ - $ - Treatment
Plant WWTP $ 174,972,423.00 $ 286,940,951.46 Land WWL 3,522,119.95 10,682,881.78 General Plant Direct WWGP 2,222,129.75 3,455,132.47 General Plant Allocated 1 GP 443,145.81 1,195,144.71 Disposal WWD 23,458,154.65 42,455,607.46
Total $ 204,617,973.16 $ 344,729,717.88
Total Water and Wastewater $ 312,234,154.66 $ 591,433,436.49 Adjustments Water Wastewater
Land Acres 8.13 31.38 Cost per acre $ 278,500 $ 93,500 Land Cost $ 2,264,788 $ 2,934,030
Ocean Outfall line $ 12,540,000 Elevated Storage Tanks $ 2,500,000 Master Pump Stations $ 35,000,000 1. Allocated 50 percent water and 50 percent wastewater.
Schedule 2 Reserve Capacity Charge Study
23
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Schedule 2. Existing Water Transmission Facilities Cost
Size Length Per Foot 1 Total
30" 7,746 $ 195.00 $ 1,510,470 24" 82,680 $ 150.00 12,402,000 18" 4,340 $ 112.50 488,250 16" 78,336 $ 100.00 7,833,600 14" 519 $ 84.00 43,596 12" 269,183 $ 72.00 19,381,176 10" 18,840 $ 60.00 1,130,400
Subtotal 461,644 $ 42,789,492 Two - 1.0 MGD Elevated Storage Tanks 2,500,000 Total $ 45,289,492 1. Engineering estimates based on current construction costs.
Schedule 3 Reserve Capacity Charge Study
24
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Schedule 3. Water CIP Summary 1 Total 2009 2010 2011 2012 2013 2014
Water Source of Supply $1,800,000 $1,800,000 $ - $ - $ - $ - $ - Treatment 32,937,000 5,322,000 4,900,000 18,400,000 2,215,000 1,100,000 1,000,000 Transmission 15,052,221 500,000 3,266,006 2,541,200 4,936,800 3,058,215 750,000
Total Water $49,789,221 $7,622,000 $8,166,006 $20,941,200 $7,151,800 $4,158,215 $1,750,000 1. Source: CIP provided for rate study purpose. Details can be found in Appendix B.
Schedule 4 Reserve Capacity Charge Study
25
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Schedule 4. Existing Wastewater Transmission Facilities Cost
Size Length Per Foot 1 Total
Interceptor Sewers 72" 74 $ 792.00 $ 58,608 60" 2 6,891 $ 660.00 4,548,060 48" 15,615 $ 528.00 8,244,720 42" 3,138 $ 462.00 1,449,756 36" 7,061 $ 396.00 2,796,156 30" 15,434 $ 330.00 5,093,220 24" 8,138 $ 264.00 2,148,432 21" 3,053 $ 231.00 705,243 20" 3,346 $ 220.00 736,120 18" 12,289 $ 198.00 2,433,222 16" 1,151 $ 176.00 202,576 15" 30,313 $ 176.00 5,335,088
Subtotal 106,503 $ 33,751,201 Force Mains
54" 951 $ 351.00 $ 333,801 48" 19,418 $ 300.00 5,825,400 38" 635 $ 237.50 150,813 36" 77,191 $ 225.00 17,367,975 30" 25,924 $ 187.50 4,860,750 24" 38,923 $ 150.00 5,838,450 20" 25,015 $ 125.00 3,126,875 18" 36,069 $ 108.00 3,895,452 16" 15,033 $ 96.00 1,443,168 14" 1,550 $ 84.00 130,200 12" 43,242 $ 72.00 3,113,424 10" 49,140 $ 60.00 2,948,400
Subtotal 333,091 $ 49,034,708 Master Pump Stations 35,000,000 Total $ 117,785,909 1. Engineering estimates based on current construction costs. 2. Does not include ocean outfall of $12,540,000.
Schedule 5 Reserve Capacity Charge Study
26
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Schedule 5. Wastewater CIP Summary 1
Total 2009 2010 2011 2012 2013 2014
Wastewater Disposal $14,828,000 $745,000 $750,000 $4,200,000 $3,000,000 $3,066,500 $3,066,500 Treatment 32,570,000 3,420,000 11,250,000 4,500,000 13,400,000 - - Common Transmission 29,820,250 278,300 5,250,000 8,736,850 10,115,850 5,365,300 73,950 Dixie Transmission 6,000,000 - - - - 705,000 5,295,000 SR 7 Transmission 7,206,147 - 2,505,204 2,481,570 - 822,341 1,397,032
Total Wastewater $90,424,397 $4,443,300 $19,755,204 $19,918,420 $26,515,850 $9,959,141 $9,832,482 1. Source: CIP provided for rate study purpose. Details can be found in Appendix B.
Schedule 6 Reserve Capacity Charge Study
27
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Schedule 6 Existing and Updated Reserve Capacity Charges
Water Wastewater
Factor Existing Updated Factor Existing Updated
Residential Per Unit Single Family 1.00 $ 624.36 $ 1,130.00 1.00 $ 1,770.12 $ 2,130.00 Duplex 1.00 $ 624.36 $ 1,130.00 1.00 $ 1,770.12 $ 2,130.00 Multi-Family 3 + Units 0.71 $ 446.16 $ 807.48 0.71 $ 1,264.56 $ 1,521.66 Mobile Home 0.29 $ 178.20 $ 322.52 0.29 $ 505.56 $ 608.34 Non Residential Per Meter Size Meter Size 5/8 x 3/4 1.00 $ 624.36 $ 1,130.00 1.00 $ 1,770.12 $ 2,130.00 1.00 2.50 $ 1,560.24 $ 2,825.00 2.50 $ 4,424.64 $ 5,325.00 1.50 5.00 $ 3,121.80 $ 5,650.00 5.00 $ 8,850.60 $ 10,650.00 2.00 8.00 $ 4,994.88 $ 9,040.00 8.00 $ 14,160.96 $ 17,040.00 3.00 16.00 $ 9,989.76 $ 18,080.00 16.00 $ 28,321.92 $ 34,080.00 4.00 25.00 $ 15,609.00 $ 28,250.00 25.00 $ 44,253.00 $ 53,250.00 6.00 50.00 $ 31,218.00 $ 56,500.00 50.00 $ 88,506.00 $ 106,500.00 8.00 80.00 $ 49,948.80 $ 90,400.00 80.00 $ 141,609.60 $ 170,400.00
Appendices Reserve Capacity Charge Study
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APPENDICES
Year
Original
Escalation
Current
Dept.
Div.
Asset Type
Cat.
Asset Description
Acquired
Cost
Factor
Cost
4010
4011
OSOS
WELL FIELD EXPLORATION AND REHAB- ILITATION RESEARCH
1971
15,000.00
$
3.66
54,926.00
$
4010
4011
OSOS
SURVEY WELL FIELD EXPLORATION AND REHABILITATION RESEARCH
1972
15,000.00
3.30
49,536.79
4010
4011
OSOS
U S GEOLOGICAL SURVEY WELL FIELD EXPLORATION-3RD INSTALLMENT
1972
15,000.00
3.30
49,536.79
4010
4011
OSOS
U.S. GEOLOGICAL SURVEY-WELL FIELD EXPLORATION
1974
15,000.00
3.63
54,496.85
4010
4011
OSOS
EXPLORATION FOR TEST WELL SITES ON N. E. 35TH AV
1970
30,322.65
4.19
127,113.60
4010
4011
OSOS
EXPLORATION FOR TEST WELL SITES ON N. E. 35TH AV - PROFESSIONAL SERVICES
1970
1,548.51
4.19
6,491.41
4010
4011
OSOS
WATER TREATMENT PLANT-MONITORING WELL SYSTEM (WAID-$8680)
1985
9,831.89
1.99
19,561.67
4010
4011
OSOS
FLORIDAN 8" TEST WELL
1990
147,700.00
1.81
267,915.23
4010
4011
OSOS
BISCAYNE AQUIFER WELLS-#28 & #29- CONSULTANT SERVICE-$60,885;ENGINEERDESIGN (UCIP)-$20,778;PERMIT-$2,297
1992
83,959.71
1.73
145,160.87
4010
4011
OSOS
BISCAYNE AQUIFER PRODUCTION WELLS- #28  (ORANGEBROOK ELEMENTARY SCHOOL)
1992
59,062.00
1.73
102,114.35
4010
4011
OSOS
FLORIDAN PRODUCTION WELL F2- ENGINEERING DESIGN (UCIP)-$35,915; ENGINEERING DESIGN(LAKADAS/YOHALEM)$1,500;PHYSICAL LOGGING-$4,300
1992
41,714.91
1.73
72,122.36
4010
4011
OSOS
FLORIDIAN PRODUCTION WELL (F2)- CONSTRUCTION-$142,534; GEOPHYSICAL LOGGING-$2,500
1993
145,033.77
1.71
247,686.36
4010
4011
OSOS
WTP-BRINE DISPOSAL WELLS & BRINE FIELD STUDY/ENGINEERING SERVICES
1994
195,441.34
1.69
329,775.25
4010
4011
OSOS
RAW WATER MAIN, PUMP & WELLS 28/29 (3121-$7,357.00; 6301-$384,906.34)
1995
392,281.34
1.71
671,611.88
4010
4011
OSOS
FLORIDIA WELLFIELDS/PUMPS (.6203- $1,847,817;.3121-$333,435.88;.6204-$187,981.68;.13121-$90,143.63;91144.3130-$132,447.30;.6204-$2,091.97
1996
2,593,917.46
1.61
4,169,790.15
4010
4011
OSOS
FLORIDIAN AQUIFER PRODUCTION WELL (.6203-$756,744.02;.3117-$76,385.03.3121-$142,901.09;.6204-$80,563.58;.13121-$38,632.99)
1996
1,095,226.71
1.61
1,760,605.58
4010
4011
OSOS
FLORIDA WELL F1 PLANT CONNECTION (.003121 - $9,569.14; .006301 - $15,073.79)
1997
24,642.93
1.57
38,659.19
4010
4011
OSOS
ADDITIONAL ENGINEERING - FLORIDAN WELLFIELDS/PUMP (3121 - $1,905.13; 3130 - $8,677.69; 13121 - $85,318.34)
2000
95,901.16
1.41
135,219.17
4010
4011
OSOS
Wester Biscayne Aquifer - Raw Water Main
2001
2,787,954.15
1.43
3,990,590.77
4010
4011
OSOS
WESTERN BISCAYNE AQUIFER
2001
212,196.05
1.43
303,730.82
4010
4011
OSOS
NEW WESTERN BISCAYNE WELL FIELD (6204 - $114,864.38; 9997 - $315,636.91; 16301 - $3,176,707.21)
2003
3,607,208.50
1.32
4,773,561.43
4010
4011
OSOS
NEW WATER SUPPLY & WELL REHABILITIATION (6204 - $76,576.26; 9997 - $210,424.60; 36301 - $2,308,470.39)
2003
2,595,471.25
1.32
3,434,689.58
4010
4011
OSOS
FLORIDAN WELLS PHASE I
2008
558,675.44
1.00
557,526.53
4010
4011
OSOS
REHAB FLORIDA WELL F4 (6204-532.45; 6301-172,881.59; 9997-16,662.81)
2008
189,662.81
1.00
189,272.77
4010
4012
OSOS
WATER DISTRIBUTION SYSTEM-WELLS- MAINS,AND STANDPIPES
1964
3,324.71
6.19
20,563.47
4010
4012
OSOS
WATER DISTRIBUTION SYSTEM-WELLS- MAINS,AND STANDPIPES
1960
2,307.24
7.03
16,210.04
4010
4012
OSOS
WATER DISTRIBUTION SYSTEM-WELLS- MAINS,AND STANDPIPES
1962
3,445.76
6.64
22,876.37
4010
4012
OSOS
WATER DISTRIBUTION SYSTEM-WELLS- MAINS,AND STANDPIPES
1966
2,248.86
5.68
12,776.35
4010
4012
OSOS
WATER DISTRIBUTION SYSTEM-WELLS- MAINS,AND STANDPIPES
1956
5,944.75
8.37
49,733.16
4010
4012
OSOS
WATER DISTRIBUTION SYSTEM-WELLS- MAINS,AND STANDPIPES
1958
8,600.35
7.63
65,598.35
4010
4012
OSOS
WATER DISTRIBUTION SYSTEM-WELLS- MAINS,AND STANDPIPES
1957
5,166.38
8.00
41,311.06
4010
4012
OSOS
WATER DISTRIBUTION SYSTEM-WELLS- MAINS,AND STANDPIPE-MISC ITEMS PROJECT # 1002-Y-7
1960
60,151.44
7.03
422,607.67
4010
4012
OSOS
WATER DISTRIBUTION SYSTEM-WELLS- MAINS,AND STANDPIPES
1972
3,804.58
3.30
12,564.45
4010
4012
OSOS
WATER DISTRIBUTION-STANDPIPES,WELLSAND MAINS
1974
6,022.41
3.63
21,880.16
4010
4012
OSOS
WATER DISTRIBUTION-STANDPIPES,WELLSAND MAINS
1971
6,614.35
3.66
24,219.98
4010
4012
OSOS
STANDPIPES, WELLS AND MAINS
1973
2,267.45
3.77
8,554.56
4010
4012
OSOS
WATER UTILITY OPERATING FUND-WATER DISTRIBUTION-STANDPIPES,WELLS AND MAINS
1975
1,705.06
3.35
5,715.52
4010
4012
OSOS
WATER DISTRIBUTION-STANDPIPES,WELLSAND MAINS
1976
555.41
3.07
1,706.05
4010
4012
OSOS
WATER DISTRIBUTION-STANDPIPES,WELLSAND MAINS
1978
40.25
2.66
107.25
4010
4012
OSOS
WATER DISTRIBUTION-STANDPIPES,WELLSAND MAINS
1979
430.88
2.45
1,057.67
4010
4012
OSOS
WATER DISTRIBUTION-STANDPIPES,WELLSAND MAINS
1980
1,033.49
2.28
2,359.52
4010
4012
OSOS
WATER DISTRIBUTION-STANDPIPES,WELLSAND MAINS
1981
417.98
2.07
863.80
4010
4012
OSOS
STANDPIPE WELLS/MAIN
1982
1,484.94
1.91
2,832.99
4010
4012
OSOS
RAW WATER SUPPLY WELLS & TRANSMISS ION MAIN TO WATER PLANT
1983
647,078.98
1.99
1,287,751.68
4010
4012
OSOS
STANDPIPES/WELLS/MAINS
1983
1,414.23
1.99
2,814.46
4010
4012
OSOS
STANDPIPES/WELLS/MAINS
1984
227.34
2.00
454.06
4010
4012
OSOS
STANDPIPES/WELLS/MAINS
1985
975.79
1.99
1,941.45
4010
4012
OSOS
FLORIDAN WELL PHASE I (3121 288,153.92; 6301 976,732.11; 9997 173,126.03)
2008
1,438,012.06
1.00
1,435,054.79
4010
4012
OSOS
FLORIDAN WELL VAULT (3121-101,516.72; 6204-636.36; 6301-842,066.89; 9997-204,732.23)
2008
1,148,952.19
1.00
1,146,589.37
Subtotal
18,279,979.46
$
26,159,839.62
$
4010
4011
BWTP
EXPANSION OF WATER SOFTENING AND PRODUCTION FACILITIES: HARDWARE, DOORS, STRUCTURAL & REINFORCING STEEL, ROOFING & METAL WORK,MASONRY
1953
51,393.49
$
9.65
495,878.65
$
4010
4011
BWTP
WATER PLANT: ADDITIONAL RAW WATER FACILITIES CONSISTING OF 2 GROUND STORAGE TANKS, PAINTING, BAFFLE WALLS AND MECHANICAL INSTALLATION&
1961
171,555.45
6.83
1,172,572.39
4010
4011
BWTP
WATER STORAGE TANKS-IMPROVEMENTS- CONSTRUCTION
1974
1,272,859.84
3.63
4,624,456.48
4010
4011
BWTP
WATER TREATMENT PLANT EXPANSION CONSTRUCTION-R-74-112
1976
6,759,299.37
3.07
20,762,531.72
4010
4011
BWTP
WATER TREATMENT PLANT EXPANSION- ENGINEERING SERVICES
1976
674.95
3.07
2,073.24
Appendix A. W
ater and W
astewater Utility System Asset List as of September 30, 2008
A-1
Year
Original
Escalation
Current
Dept.
Div.
Asset Type
Cat.
Asset Description
Acquired
Cost
Factor
Cost
Appendix A. W
ater and W
astewater Utility System Asset List as of September 30, 2008
4010
4011
BWTP
WATER TREATMENT PLANT EXPANSION- ENGINEERING DESIGN
1976
355,894.19
3.07
1,093,199.75
4010
4011
BWTP
WATER TREATMENT PLANT EXPANSION- ENGINEERING INSPECTION
1976
168,630.25
3.07
517,981.34
4010
4011
BWTP
WATER TREATMENT PLANT EXPANSION- OTHER TECHNICAL SERVICES
1976
2,115.00
3.07
6,496.64
4010
4011
BWTP
WATER TREATMENT PLANT EXPANSION- UTILITIES RELOCATION
1976
1,140.46
3.07
3,503.15
4010
4011
BWTP
WTP-PHASE I CONVERSION-MEMBRANE FILTERS (20MGD)-ENGINEERING DESIGN
1992
399,741.00
1.73
691,126.14
4010
4011
BWTP
WTP-MEMBRANE PROCESS/EQUIPMENT- PRE-ENGINEERING SERVICES (CONT #1)
1994
1,438,323.23
1.69
2,426,934.90
4010
4011
BWTP
WTP-MEMBRANCE PROCESS/EQUIPMENT- ENGINEERING SERVICES
1993
38,361.84
1.71
65,513.74
4010
4011
BWTP
WTP-BRINE DISPOSAL-CONCENTRATE TRANSMISSION/DISPOSAL LINE- ENGINEERING SERVICES
1994
123,255.00
1.69
207,972.63
4010
4011
BWTP
WTP: 2,000 GALLON TANK 20,000 LB OF HYPERSPERSE AF 200
1996
24,000.00
1.61
38,580.63
4010
4012
BWTP
CONSTRUCTION OF SEVEN ELEVATED WATER TANKS
1960
453,608.48
7.03
3,186,929.87
4010
4011
OWTP
PROFESSIONAL SERVICES FOR PUMP AND PIPING PLANS & SPECS
1970
2,032.80
4.19
8,521.57
4010
4011
OWTP
TRANSMISSION PIPE, FITTINGS, VALVESMETERS AND ENCLOSURES
1971
63,617.72
3.66
232,951.11
4010
4011
OWTP
TRANSMISSION PIPE, FITTINGS, VALVES, METERS AND ENCLOSURES: 4 PUMP ENCLOSURES, ASPHALT, CONCRETE
1971
56,560.00
3.66
207,107.62
4010
4011
OWTP
TRANSMISSION PIPE, FITTINGS, VALVES, METERS AND ENCLOSURES: FLOWMETER AND PIT
1971
4,380.00
3.66
16,038.39
4010
4011
OWTP
TRANSMISSION PIPE, FITTINGS, VALVESMETERS AND ENCLOSURES: MODIFICATIONOF EXISTING FACILITIES
1971
16,040.00
3.66
58,734.20
4010
4011
OWTP
TRANSMISSION PIPE, FITTINGS, VALVES, METERS AND ENCLOSURES: PROFESSIONAL SERVICES
1970
8,643.92
4.19
36,235.61
4010
4011
OWTP
WATER PLANT MODIFICATIONS: CONCRETEEXCAVATION, STRUCTURAL STEEL, CRANEHOIST, ELECTRICAL, CHLORINE SCALE, INSIDE & OUTSIDE CAST IRON PIPE,
1958
335,207.33
7.63
2,556,761.89
4010
4011
OWTP
WATER PLANT: 1600 AMP CIRCUIT BREAKER AND INSTALLATION
1958
3,492.00
7.63
26,634.90
4010
4011
OWTP
1967 WATER TREATMENT EXPANSION PROGRAM-NEW SPIRACTOR PLANT-MODIFY EXISTING PLANT, EXCAVATION AND FILLCONCRETE, EXTEND DRIVEWAY, CORRECT
1970
286,771.50
4.19
1,202,156.10
4010
4011
OWTP
1967 WATER TREATMENT EXPANSION PROGRAM-NEW SPIRACTOR PLANT-OUTSIDEPIPING, INSIDE PIPING, SMALL PIPING
1970
171,960.00
4.19
720,862.30
4010
4011
OWTP
1967 WATER TREATMENT EXPANSION PROGRAM-NEW SPIRACTOR PLANT- MECHANICAL EQUIP & ELECTRICAL WORK
1970
942,914.00
4.19
3,952,728.26
4010
4011
OWTP
1967 WATER TREATMENT EXPANSION PROGRAM-NEW SPIRACTOR PLANT- PAINTING AND MARBLECRETE IN LIEU OFPAINTING1970
64,019.00
4.19
268,369.87
4010
4011
OWTP
1967 WATER TREATMENT EXPANSION PROGRAM-NEW SPIRACTOR PLANT- PROFESSIONAL SERVICES
1970
112,768.54
4.19
472,729.64
4010
4011
OWTP
1967 WATER TREATMENT EXPANSION PROGRAM-NEW SPIRACTOR PLANT-CHECK VALVES
1970
1,882.98
4.19
7,893.52
4010
4011
OWTP
PROFESSIONAL SERVICES FOR BOND ISSUE COSTS $1,895,000
1970
3,255.43
4.19
13,646.88
4010
4011
OWTP
PROFESSIONAL SERVICES FOR BOND ISSUE COSTS
1968
1,000.00
5.01
5,012.29
4010
4011
OWTP
PROFESSIONAL SERVICES FOR $1,895,000 WATER REV CERTIFICATES- NEW SPIRACTOR PLANT
1970
2,447.50
4.19
10,260.01
4010
4011
OWTP
WATER STORAGE TANKS-IMPROVEMENTS- ENGINEERING DESIGN SERVICES, INSPECTION
1974
107,792.52
3.63
391,623.49
4010
4011
OWTP
PASTE LIME SLAKERS FOR ADAPTION TO EXISTING FEEDERS
1971
9,650.11
3.66
35,336.13
4010
4011
OWTP
BLACK PIPES 8'LONG, 8" COUPLINGS & LABOR FOR INSTALLING PIPES
1983
1,234.15
1.99
2,456.08
4010
4011
OWTP
WATER TREATMENT PLANT EXPANSION & MODIFICATION
1983
2,098,486.17
1.99
4,176,196.68
4010
4011
OWTP
WATER PLANT-ADDITIONAL TREATMENT CAPACITY
1983
401,635.84
1.99
799,295.36
4010
4011
OWTP
WTP-ADDITIONAL TREATMENT (SEE FIXEDASSET #31554-$401,635.84 -FY 1982- 1983
1984
30,663.89
2.00
61,244.63
4010
4011
OWTP
WATER TREATMENT PLANT-DIESEL TANK (CONSTRUCTION & ENGINEERING DESIGN-UCIP)
1985
53,594.02
1.99
106,631.42
4010
4011
OWTP
WATER TREATMENT PLANT - PHASE II: CONSTRUCTION -WIDELL-$643281; ENGINEERING DESIGN-PIRNIE & UCIP- $73470;ENGINEERING CONSTRUCTION-
1986
733,311.23
1.92
1,406,342.98
4010
4011
OWTP
WATER TREATMENT PLANT-ENTRANCE GATES & SECURITY SYSTEM
1989
18,042.58
1.84
33,248.59
4010
4011
OWTP
WTP-BRINE DISPOSAL-TREATABILITY STUDY/ENGINEERING SERVICES
1993
21,420.49
1.71
36,581.57
4010
4011
OWTP
WTP-BRINE DISPOSAL PERMITS- ENGINEERING SERVICES
1994
141,190.32
1.69
238,235.54
4010
4011
OWTP
BRINE DISPOSAL - BRINE CONCENTRATE (6301-$859,420.19;6204-$102,944.06;33121-$15,439.15; 63121-$37,889.63;73121-$2,226.07)
1996
1,017,919.10
1.61
1,636,331.57
4010
4011
OWTP
BRINE DISPOSAL-PIPING & CONNECTIONS(.26301-$579,113;.36301-$237,839.49.6204-$102,944.07;.33121-$15,439.15.63121-$37,889.63;.73121-$2,226.07)1996
975,451.41
1.61
1,568,063.65
4010
4011
OWTP
WTP REMOTE CONTROL-TELEMETRY (.006301 - $10,563.74; .004991 - $170.00; .013121 - $10,906.81; .023121 - $5,639.97)
1997
27,280.52
1.57
42,796.97
4010
4011
OWTP
WTP UPGRADE-MEMBRANE EQPMT (.016203-18272972.11;6204-2311446.55;13117-1675458.16;23121-766449.64;36301- 223691.32;46301-78100;63130-8764.98
1997
23,650,380.58
1.57
37,102,104.52
4010
4011
OWTP
WTP IMPROVEMENTS - SECURITY FENCE, SECURITY WALL & IRRIGATION SYSTEM .003121-$61,425;.006304-$356,771.88
1999
418,196.88
1.50
628,937.41
4010
4011
OWTP
WTP UPGRADES - (.003130-$9,497.82; .013117-$662.34; .023121-$22,543.67; .026203-$4,322.51)
1999
37,026.34
1.50
55,684.90
4010
4011
OWTP
NEW ROOF AT WTP
1999
200,297.18
1.50
301,232.26
4010
4011
OWTP
LIME SLAKERS & PUMPS (3121-$42,478.39; 6301-$166,675.72)
1999
209,154.11
1.50
314,552.43
4010
4011
OWTP
SPIRACTORS/PIPES MODIFICATION
1999
48,555.48
1.50
73,023.88
4010
4011
OWTP
DIESEL GENERATORS 4 & 5 (5224 $42,469; 6204 $1,370.82; 9997 $7,535.26)
2002
51,375.08
1.38
70,998.35
4010
4011
OWTP
FENCE - CHLORINE BLDG 2 W/M DOUBLE SWING DOORS
2002
1,997.36
1.38
2,760.27
4010
4011
OWTP
FENCE - EAST & WEST TANK ENCLOSURES
2002
5,492.89
1.38
7,590.96
4010
4011
OWTP
FENCE - AMMONIA TANK ENCLOSURE
2002
3,193.59
1.38
4,413.42
4010
4011
OWTP
FENCE - EAST PERIMETER
2002
3,798.98
1.38
5,250.04
4010
4011
OWTP
REPLACEMENT OF STEEL FILTERS 7-18 (3121 $73,872.80; 6204 $3,491.38; 6301 $448,779.60; 9997 $31,661.06)
2003
557,804.84
1.32
738,165.17
4010
4011
OWTP
ELECTRICAL POWER GENERATORS (3121 - $458,011; 6204 - $98,228.71; 6301 - $3,966,223.70; 75377.3121 - $328,290.44)
2003
5,131,420.84
1.32
6,790,611.80
4010
4011
OWTP
ADDTN'L CAPITAL REPLACEMENT OF STEEL FILTERS 7-18 (3121 - $27,071.83; 6204 - $8,959.80; 9997 - $34,475.19)
2003
70,506.82
1.32
93,304.46
4010
4011
OWTP
REVERSE OSMOSIS & MEMBRANE REPLACEMENT (6204 - $11,519.25; 6301 - $1,132,660; 9997 - $12,000)
2004
1,156,179.25
1.26
1,451,507.90
A-2
Year
Original
Escalation
Current
Dept.
Div.
Asset Type
Cat.
Asset Description
Acquired
Cost
Factor
Cost
Appendix A. W
ater and W
astewater Utility System Asset List as of September 30, 2008
4010
4011
OWTP
STEEL FILTERS REHABILITATION (6204 - $2,595.24; 6301 - $456,796; 9997 - $43,161.38)
2003
502,552.62
1.32
665,047.72
4010
4011
OWTP
REVERSE OSMOSIS & MEMBRANE REPLACEMENT (ADDTNL)
2004
143,910.72
1.26
180,670.56
4010
4011
OWTP
SURF RD UTILITY IMPROV- 3,266 L.F. OF NEW WATER LINES, 45 NEW WATER SVCS., 20 NEW FIRE HYDRANTS
2005
759,878.96
1.20
910,833.97
4010
4011
OWTP
EAST-WEST SIDE WATER IMPROV- 2,740 L.F. OF NEW WATER LINES, 35 NEW WATER SVCS & 12 NEW FIRE HYDRANTS
2005
406,000.00
1.20
486,654.60
4010
4011
OWTP
Filter Gallery Rehab(3121-172,245.22;6204-18,881.55;6301-1,870,262.83;75394-3121-127,131.90;6204-3,449.48;9997-22,544.99;19997-137,011.87)
2005
2,463,265.03
1.20
2,952,609.02
4010
4011
OWTP
ON-SITE GENERATION SODIUM HYPOCHLORITE (6204-$18,611.46; 6301-$2,668,613.49;9997-$69,662.82;75400.9997-$299,817.15)
2005
3,056,704.92
1.20
3,663,939.70
4010
4011
OWTP
MS PLANT DEGASIFIER BYPASS PIPING (6204-$620.27; 6301-$103,930.75; 9997-$14,475.52)
2005
119,026.54
1.20
142,671.95
4010
4011
OWTP
TRANE 12.5 TON CONDENSING UNIT
2007
7,640.00
1.10
8,409.66
4010
4011
OWTP
TRANE 3 TON CONDENSING UNIT - GENERATOR BLDG
2007
2,250.00
1.10
2,476.67
4010
4011
OWTP
DRIER REPLACEMENT AT WTP (6204 $5393.02; 6301 $250,355;9997 $96,156.69)
2006
351,904.71
1.18
416,329.66
4010
4011
OWTP
RHEEM 5 TON 13 SEER A/C UNIT
2008
3,436.00
1.00
3,428.93
4010
4011
OWTP
A/C FOR MSRO SWITCHGEAR (3121-143,401.87; 6204-3,370.41; 6301-621,238.60; 9997-104,465.73)
2007
872,476.61
1.10
960,370.08
4010
4011
OWTP
WTP-OPERATIONS CENTER
1998
116,543.00
1.53
178,847.78
4010
4011
OWTP
WTP REHABILITATION
1998
1,086,602.00
1.53
1,667,507.76
4010
4011
OWTP
FLOW CONTROL VALVES REPLACEMENT AT THE WTP
1998
281,622.00
1.53
432,179.28
4010
4011
OWTP
SPIRACTOR PIPING MODIFICATIONS
1998
779,184.00
1.53
1,195,741.74
4010
4011
OWTP
WATER FLUORIDATION SYSTEM (.004991 - $356.40; .006301 - $40,262.95)
1998
40,619.35
1.53
62,334.77
4010
4011
OWTP
INTERIM UPGRADE (.3130-$8,999.97; .4991-$3,245.14;.6302-$336,902.68; .13121-$16,980.63;.33121-$67,359.08;.43121-$60,675.73)
1998
494,163.23
1.53
758,346.68
4010
4011
OWTP
INSTALL WATER METERS & HYDRANTS (.3121-$14,053.24; .4991-$384.50; .6301-$47,064.80)
1998
61,502.54
1.53
94,382.27
4010
4011
OWTP
WTP REHABILITATION - PERMITS
1998
14,049.75
1.53
21,560.85
4010
4011
OWTP
SPIRACTOR PIPING MODIFICATIONS
1998
16,965.41
1.53
26,035.25
4010
4011
OWTP
FLOW CONTROL VALVES (.003121 - $3,875.00; .006302 - $4,397.52)
1998
8,272.52
1.53
12,695.07
4010
4011
OWTP
WTP OPERATIONS CENTER (.003121 - $10,167.71; .006302 - $6,803.36)
1998
16,971.07
1.53
26,043.93
4010
4011
OWTP
MEMBRANE EQUIPMENT (.013121- $7,842.82; .013130-$5,226.04; .033121 - $3,216.00)
1998
16,284.86
1.53
24,990.87
Subtotal
62,142,723.68
$
118,161,026.65
$
4010
4011
LWL
SURFACE TANK SITE FOR WATER STORAGELOTS 1 & 2 OF HOLLYWOOD GOLF ESTATES SECTION ONE
1963
10,000.00
$
6.43
64,253.05
$
4010
4011
LWL
WESTERN WATER PLANT
1966
80,000.00
5.68
454,500.49
4010
4012
LWL
LAND PURCHASE FOR RIGHT OF WAY AND CONSTRUCTION OF WATER TANK-3LOTS BLOCK 11 HOLLYWOOD CENTRAL BEACH & OTHER LAND DESCRIBED IN ORDINANCES
1970
9,894.33
4.19
41,477.38
4010
4012
LWL
LAND ACQUISITION-TANK SITE
1958
3,141.21
7.63
23,959.28
4010
4012
LWL
LAND ACQUISITION-TANK SITE-APPROVEDBY COMMISSION MARCH 25,1958
1958
8,000.00
7.63
61,019.24
Subtotal
111,035.54
$
645,209.43
$
4010
4011
EWGP
MILLER WELDER-ELECTRIC START -W-30
1979
1,675.00
$
2.45
4,111.60
$
4010
4011
EWGP
PORTABLE AIR COMPRESSOR WITH ATTACHMENTS-EQUIPMENT PURCHASE
1979
5,808.89
2.45
14,258.99
4010
4011
EWGP
AUXILIARY POWER GENERATOR-ALLIS CHAMBERS (#5 GENERATOR)
1980
5,123.96
2.28
11,698.31
4010
4011
EWGP
CATERPILLAR D398 DIESEL ELECTRIC GENERATOR, 500 KW, 480 VOLT, 1200 RPM
1965
37,970.00
5.96
226,380.97
4010
4011
EWGP
INSTALLATION OF DIESEL GENERATOR AND RELATED ELECTRICAL EQUIPMENT, INCLUDES 4000 GAL FUEL TANK AND 1/4 HP VIKING PUMP MOTOR
1966
41,488.91
5.68
235,709.12
4010
4011
EWGP
PROFESSIONAL SERVICES-GENERATOR SPECS (SEE FA#30812)
1966
4,273.49
5.68
24,278.79
4010
4011
EWGP
INGERSOL RAND AIR COOLED DRY VACUUM
1979
1,324.00
2.45
3,250.00
4010
4011
EWGP
WENCO TORQUE-FLOW PUMP
1979
2,567.00
2.45
6,301.17
4010
4011
EWGP
HYDRAULIC PRESS
1979
1,195.00
2.45
2,933.35
4010
4011
EWGP
GAS ENGINE WELDING MACHINE
1980
1,832.00
2.28
4,182.57
4010
4011
EWGP
OPTICAL MICROSCOPE & ELECTRIC LAMP
1980
2,195.50
2.28
5,012.46
4010
4011
EWGP
AUTOCLAVE STERILIZER
1981
2,230.50
2.07
4,609.56
4010
4011
EWGP
WATER DISTRIBUTION SYSTEM EXPANSION30" BUILDER VENTURI TUBE(IN GROUND)
1953
3,000.00
9.65
28,946.00
4010
4011
EWGP
PORTABLE PNEUMATIC CALIBRATOR (PIPE GALLERY)
1983
1,597.49
1.99
3,179.16
4010
4011
EWGP
POWER DRIVE VALVE OPERATOR WRENCH
1983
2,740.00
1.99
5,452.87
4010
4011
EWGP
RATIO TURBIDIMETER
1986
1,299.11
1.92
2,491.43
4010
4011
EWGP
WTP-FUEL TANK OVERFLOW PREVENTION SYSTEM
1986
8,167.05
1.92
15,662.75
4010
4011
EWGP
M41 SILENCERS FOR 500KW GENERATOR
1988
871.00
1.86
1,622.58
4010
4011
EWGP
M41 SILENCER FOR 500KW GENERATOR
1988
871.00
1.86
1,622.58
4010
4011
EWGP
M41 SILENCER FOR 500KW GENERATOR
1988
871.00
1.86
1,622.58
4010
4011
EWGP
SQUAREROOT FLOW TRANSMITTER W/ 3-VALVE MANIFOLD (PLANT)
1990
1,358.75
1.81
2,464.66
4010
4011
EWGP
SQUAREROOT FLOW TRANSMITTER W/3-VALVE MANIFOLD (NORTH)
1990
1,358.75
1.81
2,464.66
4010
4011
EWGP
SQUARE ROOT FLOW TRANSMITTER
1990
1,186.70
1.81
2,152.57
A-3
Year
Original
Escalation
Current
Dept.
Div.
Asset Type
Cat.
Asset Description
Acquired
Cost
Factor
Cost
Appendix A. W
ater and W
astewater Utility System Asset List as of September 30, 2008
4010
4011
EWGP
HONDA PRESSURE WASHER W/50 FT HOSE
1990
1,409.99
1.81
2,557.60
4010
4011
EWGP
FLUORIDE DIGITAL METER
1992
1,183.74
1.73
2,046.61
4010
4011
EWGP
CH&E 3" DIAPHRAGM TRASH PUMP
1992
1,200.00
1.73
2,074.72
4010
4011
EWGP
HONDA 3" TRASH/WATER PUMP W/HOSE
1992
1,154.26
1.73
1,995.64
4010
4011
EWGP
VICON SECURITY CHIP CAMERA W/ZOOM LENS, CONTROLLER, HOUSING & WALL MOUNTS
1992
4,223.00
1.73
7,301.29
4010
4011
EWGP
VICON SECURITY CHIP CAMERA W/ZOOM LENS, CONTROLLER, HOUSING & WALL MOUNTS
1992
4,223.00
1.73
7,301.29
4010
4011
EWGP
COMFORTMAKER 5-TON AC UNIT
1993
875.00
1.71
1,494.31
4010
4011
EWGP
SOLARALL 1 1/2" ROLL FORMED SHUTTERALUMINUM SLAT W/ FOAM CORE (88"X98")
1993
1,921.00
1.71
3,280.65
4010
4011
EWGP
RHEEM 11.25 SEER, 3 TON SPLIT TYPE A/C
1993
2,253.00
1.71
3,847.64
4010
4011
EWGP
GAS DETECTOR W/BATTERY CHARGER PACK
1994
2,022.50
1.69
3,412.64
4010
4011
EWGP
GAS DETECTOR W/BATTERY CHARGER PACKPACK
1994
2,022.50
1.69
3,412.64
4010
4011
EWGP
FIREKING INSULATED FILE CABINET 4 DRAWER LEGAL BLACK
1995
952.00
1.71
1,629.89
4010
4011
EWGP
TURBIDITY ANALYZER W/SENSOR
1996
1,895.00
1.61
3,046.26
4010
4011
EWGP
INGERSOLL VACUUM PUMP W/115V MOTOR,STARTER & 30 GALLON TANK
1997
2,995.00
1.57
4,698.48
4010
4011
EWGP
NETCOM3 DELUXE 25" WORKSTATION
1997
1,578.00
1.57
2,475.53
4010
4011
EWGP
PH METER
1997
1,040.00
1.57
1,631.53
4010
4011
EWGP
TURBIDITY ANALYZER W/SENSOR
1998
1,916.43
1.53
2,940.97
4010
4011
EWGP
TURBIDITY ANALYZER W/SENSOR
1998
1,916.43
1.53
2,940.97
4010
4011
EWGP
GREAT LAKES TURBIDITY ANALYZER
1998
961.44
1.53
1,475.43
4010
4011
EWGP
GREAT LAKES TURBIDITY ANALYZER
1998
961.44
1.53
1,475.43
4010
4011
EWGP
GREAT LAKES TURBIDITY ANALYZER
1998
961.44
1.53
1,475.43
4010
4011
EWGP
GREAT LAKES TURBIDITY SENSORS
1998
1,062.38
1.53
1,630.34
4010
4011
EWGP
GREAT LAKES TURBIDITY SENSORS
1998
1,062.39
1.53
1,630.35
4010
4011
EWGP
4 X 3 WEMCO SLURRY PUMP
1998
8,926.00
1.53
13,697.91
4010
4011
EWGP
SERIES 'B' VERTICAL PUMP CPVC 4' 1 1/2" 2HP
1998
3,611.19
1.53
5,541.76
4010
4011
EWGP
2-WIRE PH TRANSMITTER & PROBE (RO PLANT)
1999
1,413.82
1.50
2,126.28
4010
4011
EWGP
2-WIRE ORP TRANSMITTER & SENSOR (RO PLANT)
1999
1,464.38
1.50
2,202.32
4010
4011
EWGP
GREAT LAKES TURBIDITY METER
1999
761.96
1.50
1,145.93
4010
4011
EWGP
GREAT LAKES TURBIDITY SENSOR
1999
857.95
1.50
1,290.29
4010
4011
EWGP
GREAT LAKES TURBIDITY SENSOR
1999
857.95
1.50
1,290.29
4010
4011
EWGP
GREAT LAKES TURBIDITY METER
1999
761.42
1.50
1,145.12
4010
4011
EWGP
GREAT LAKES TURBIDITY METER
1999
761.42
1.50
1,145.12
4010
4011
EWGP
GREAT LAKES TURBIDITY SENSOR
1999
857.37
1.50
1,289.42
4010
4011
EWGP
GREAT LAKES TURBIDITY SENSOR
1999
857.37
1.50
1,289.42
4010
4011
EWGP
CUNO MODEL DC FILTER CATRIDGE HOUS-ING 304 L SS, 105 GPM MAX. FLOW, NITRILE COVER GASKET, HOLDS 5 40" DOUBLE OPEN-ENDED CATRIDGES
1999
955.30
1.50
1,436.70
4010
4011
EWGP
TRANE 5 TON A/C
1999
4,044.00
1.50
6,081.88
4010
4011
EWGP
DUST BLOWER (GARAGE SILOS 5 & 6)
1999
1,770.00
1.50
2,661.95
4010
4011
EWGP
DUST BLOWER (GARAGE SILOS 5 & 6)
1999
1,770.00
1.50
2,661.95
4010
4011
EWGP
LOOP POWER PROBE
2000
858.50
1.41
1,210.47
4010
4011
EWGP
LOOP POWER PROBE
2000
858.50
1.41
1,210.47
4010
4011
EWGP
MILTON ROY PUMP 6GPH PVC CONSTRUCTION W/4 FUNCTION VALVE
2000
1,140.00
1.41
1,607.38
4010
4011
EWGP
MILTON ROY PUMP 6GPH PVC CONSTRUCTION W/4 VALVE
2000
1,140.00
1.41
1,607.38
4010
4011
EWGP
AMMONIA GAS MONITOR
2001
2,703.39
1.43
3,869.55
4010
4011
EWGP
MOYNO PUMP
2001
1,678.00
1.43
2,401.84
4010
4011
EWGP
MOYNO PUMP
2001
1,678.00
1.43
2,401.84
4010
4011
EWGP
CAPITAL CONTROLS DIFFERENTIAL PRESSURE REGULATOR 2000PPD
2001
1,848.23
1.43
2,645.50
4010
4011
EWGP
RIGID 300 - ELECTRIC PIPE CUTTER
2002
3,000.00
1.38
4,145.88
4010
4011
EWGP
ECONOMY ELECTRIC MANLIFT
2002
2,500.00
1.38
3,454.90
4010
4011
EWGP
PANASONIC WEATHERPROOF CAMERA
2002
1,978.00
1.38
2,733.52
4010
4011
EWGP
PANASONIC WEATHERPROOF CAMERA
2002
1,978.00
1.38
2,733.52
4010
4011
EWGP
PANASONIC WEATHERPROOF CAMERA
2002
1,978.00
1.38
2,733.52
4010
4011
EWGP
PANASONIC WEATHERPROOF CAMERA
2002
1,978.00
1.38
2,733.52
4010
4011
EWGP
PANASONIC EXPANSION UNIT W/BUILTIN DVD RAM DRIVE
2002
3,100.00
1.38
4,284.08
4010
4011
EWGP
PANASONIC MATRIX SWITCHER W/16 CAMERA INPUTS
2002
777.00
1.38
1,073.78
4010
4011
EWGP
HONDA EM 5000 500W GENERATOR (R. BOYCE)
2003
2,045.00
1.32
2,706.23
4010
4011
EWGP
CISCO 2620XM ETHERNET ROUTER
2003
2,240.00
1.32
2,964.28
A-4
Year
Original
Escalation
Current
Dept.
Div.
Asset Type
Cat.
Asset Description
Acquired
Cost
Factor
Cost
Appendix A. W
ater and W
astewater Utility System Asset List as of September 30, 2008
4010
4011
EWGP
UPS - MGE 1500 VA MS/RO SWITCHGEAR @ WTP (J. MUNRO)
2003
2,450.00
1.32
3,242.18
4010
4011
EWGP
MICRO 2000 RESIDUAL ANALYZER
2003
7,708.28
1.32
10,200.67
4010
4011
EWGP
PANASONIC DIGITAL DISK RECORDER
2003
4,711.01
1.32
6,234.27
4010
4011
EWGP
PANASONIC WEATHERPROOF CAMERA
2003
2,367.50
1.32
3,133.01
4010
4011
EWGP
PANASONIC WEATHERPROOF CAMERA
2003
2,367.50
1.32
3,133.01
4010
4011
EWGP
PANASONIC WEATHERPROOF CAMERA
2003
2,367.50
1.32
3,133.01
4010
4011
EWGP
INSTALLATION OF SECURITY MOTION SENSORS
2003
2,864.00
1.32
3,790.04
4010
4011
EWGP
REMOTE VIDEO
2004
7,850.00
1.26
9,855.16
4010
4011
EWGP
DIGITAL KEYPAD
2004
2,275.00
1.26
2,856.11
4010
4011
EWGP
SIEMENS 120 VAC POWER SUPPLY (WTP PLC FOR SCADA SYSTEM)
2004
1,446.00
1.26
1,815.36
4010
4011
EWGP
NLD1T, NETLINK W/1 INCOM PORT, MOD BUS & ETHERNET 10BASE T (WTP GEN. CONTROL RM)
2004
4,200.00
1.26
5,272.83
4010
4011
EWGP
CTI ETHERNET MODULE
2004
1,954.00
1.26
2,453.12
4010
4011
EWGP
CTI ETHERNET MODULE
2004
1,954.00
1.26
2,453.12
4010
4011
EWGP
LIGHTNIN MIXER (J. FEASTER)
2005
1,546.51
1.20
1,853.73
4010
4011
EWGP
LIGHTNIN MIXER (J. FEASTER)
2005
1,546.51
1.20
1,853.73
4010
4011
EWGP
LIGHTIN MIXER (J. FEASTER)
2005
831.04
1.20
996.13
4010
4011
EWGP
LIGHTNIN MIXER (J. FEASTER)
2005
831.05
1.20
996.14
4010
4011
EWGP
REMOTE VIDEO SYSTEM AT EAST ELEVATED STORAGE TANK
2004
6,375.00
1.26
8,003.40
4010
4011
EWGP
7500 GALLON POLETHYLENE HDPE CONE BOTTOM STORAGE TANK 141"D X 148"H W/16" MANWAY (NEW FLUORIDE TANK)
2005
7,410.00
1.20
8,882.05
4010
4011
EWGP
INSTALLATION OF SECURITY CARD SYSTEM
2005
9,475.00
1.20
11,357.27
4010
4011
EWGP
INSTALLATION OF SECURITY SYSTEM & CARD READER SYSTEM
2005
9,625.00
1.20
11,537.07
4010
4011
EWGP
HOSHISAKI ICE MACHINE W/BIN
2006
3,244.00
1.18
3,837.90
4010
4011
EWGP
AMMONIA/MONOCHLORAMINE ANALYZER
2006
10,367.50
1.18
12,265.53
4010
4011
EWGP
400 AMP GENERATOR PLUG
2006
2,225.84
1.18
2,633.34
4010
4011
EWGP
INFOCUS LP600 2000 PROJECTOR
2006
1,398.00
1.18
1,653.94
4010
4011
EWGP
400 AMP GENERATOR PLUG
2006
2,225.84
1.18
2,633.34
4010
4011
EWGP
TRANE SPLIT A/C SYSTEM - PIPE GALLERY 1ST FL
2006
5,550.00
1.18
6,566.07
4010
4011
EWGP
YORK SPLIT A/C SYSTEM 12000 BTU - NEW BREAK RM
2006
2,785.00
1.18
3,294.86
4010
4011
EWGP
HOSHIZAKI ICE MAKER W/BIN
2006
3,150.90
1.18
3,727.75
4010
4011
EWGP
20' STORAGE SHIPPING CONTAINER
2006
2,540.00
1.18
3,005.01
4010
4011
EWGP
OVEN ISOTEMP GRAVITY 2.5 CU/FT
2007
1,424.49
1.10
1,567.99
4010
4011
EWGP
TEST SKID MODIFICATION-HYDRANAUTICS TEST UNIT-SS HIGH PRESSURE FEED PUMP TRAIN, CHEM METERING PUMPS;PERMEATE TRAIN & CONCENTRATE TRAIN
2008
24,995.00
1.00
24,943.60
4010
4011
EWGP
HP LASERJET 5M PRINTER
1997
1,619.24
1.57
2,540.22
4010
4011
EWGP
TOSHIBA DESK STATION PA12380-T2C
1998
800.00
1.53
1,227.69
4010
4011
EWGP
HP DESKJET 2500CM PRINTER
2000
1,197.00
1.41
1,687.75
4010
4012
BWGP
TO FURNISH ALL LABOR,MATERIALS AND EQUIPMENT TO CONSTRUCT A WATER DEPTBUILDING AT WILSON STREET AND 21ST AVENUE
1955
9,138.92
8.77
80,162.18
4010
4012
BWGP
SHOWER FACILITY ADDITION TO WATER WAREHOUSE INCLUDING: FOOTING FLOOR SLAB,WALLS,ELECTRIC,PLUMBING,STUCCOROOFING,MILLWORK,ETC-WATER BUILDING
1959
8,084.45
7.26
58,723.33
4010
4012
BWGP
WATER SYSTEMS SHARE IN CONSTRUCTIONCOST OF NEW CITY HALL
1969
200,000.00
4.56
912,403.47
4010
4012
EWGP
3" WATER METER FIELD TEST UNIT (#8132)
1983
1,980.00
1.99
3,940.40
Subtotal
598,824.87
$
1,997,574.17
$
4000
1202
EGP
COUNTER TOP
1995
1,194.00
$
1.71
2,044.21
$
4000
1202
EGP
MODULAR PARTITION
1995
2,049.91
1.71
3,509.58
4000
1202
EGP
MODULAR PARTITION
1995
2,049.91
1.71
3,509.58
4000
1202
EGP
MODUALR PARTITION - ALVA
1995
2,049.92
1.71
3,509.60
4000
1202
EGP
MODULAR PARTITION
1995
2,049.92
1.71
3,509.60
4000
1202
EGP
MODULAR PARTITION
1995
2,049.92
1.71
3,509.60
4000
1202
EGP
MODULAR PARTITION
1995
2,049.92
1.71
3,509.60
4000
1202
EGP
MULTIPLE UNITS OF MODULAR FURNITURE(ALSO PO #022277)
1996
9,173.84
1.61
14,747.19
4000
1202
EGP
SINGLE PEDESTAL CREDENZA W/72" CLOSED HUTCH, 49" BLACK TASK LIGHT,TACKBOARD & CENTER DRAWER
1997
1,090.81
1.57
1,711.23
4000
1202
EGP
SINGLE PEDESTAL CREDENZA W/72" CLOSED HUTCH, 49" BLACK TASK LIGHT,TACKBOARD & CENTER DRAWER
1997
1,090.81
1.57
1,711.23
4000
1202
EGP
MODULAR FURNITURE - JOANNE
1997
11,183.65
1.57
17,544.62
4000
1202
EGP
MODULAR WORKSTATION (6451-1,198.80;5215-829.09) - JIM J.
1997
2,027.89
1.57
3,181.30
4000
1202
EGP
MODULAR FURNITURE - GABE
2000
3,154.93
1.41
4,448.40
4000
1202
EGP
MODULAR UNIT - MICHAEL
2002
1,128.37
1.38
1,559.36
4000
1202
EGP
HP LASERJET 5P PRINTER
1996
1,000.91
1.61
1,608.99
A-5
Year
Original
Escalation
Current
Dept.
Div.
Asset Type
Cat.
Asset Description
Acquired
Cost
Factor
Cost
Appendix A. W
ater and W
astewater Utility System Asset List as of September 30, 2008
4000
1202
EGP
HP LASERJET 4100TN PRINTER (DMA)
2002
1,617.37
1.38
2,235.14
4000
1202
EGP
HP LASERJET 4200N PRINTER - CASHIER
2003
1,397.37
1.32
1,849.19
4000
1202
EGP
HP LASERJET 4200N PRINTER (DAN KIRIAZIS)
2003
1,349.00
1.32
1,785.18
4000
1202
EGP
LEXMARK PRINTER (LEASE# 2825)
2005
1,628.50
1.20
1,952.01
4000
1202
EGP
LEXMARK PRINTER (LEASE# 2826)
2005
1,628.50
1.20
1,952.01
4000
1202
EGP
LEXMARK 2000 SHEET DRAWER
2005
765.17
1.20
917.18
4000
1202
EGP
LEXMARK 2000 SHEET DRAWER
2005
765.17
1.20
917.18
4000
1202
OGP
PURCHASE & INSTALLATION OF CABINETRY & COUNTER - DMA LUNCHROOM
2000
2,736.00
1.41
3,857.72
4000
4001
EGP
CAMCORDER, CCD, HQ W/CASE (VIN 8118)
1989
900.00
1.84
1,658.51
4000
4001
EGP
ISCO PORTABLE PERISTALTIC PUMP
1996
1,420.00
1.61
2,282.69
4000
4001
EGP
PORTABLE PH/MV/TEMP METER
1997
1,535.00
1.57
2,408.07
4000
4001
EGP
ISCO PORTABLE SAMPLER COMPACT
1997
2,695.00
1.57
4,227.85
4000
4001
EGP
ISCO PORTABLE SAMPLER COMPACT
1997
2,695.00
1.57
4,227.85
4000
4001
EGP
ISCO PORTABLE SAMPLER FULL SIZE
1997
2,695.00
1.57
4,227.85
4000
4001
EGP
ISCO PORTABLE PERISTALTIC PUMP
1997
950.00
1.57
1,490.34
4000
4001
EGP
LEFT PEDESTAL CREDENZA W/72" RACETRACK TOP
1998
963.54
1.53
1,478.66
4000
4001
EGP
EDL SYSTEM 2 POWER SUPPLY
1998
2,500.00
1.53
3,836.52
4000
4001
EGP
CHILLER RECIRCULATOR
1998
2,920.20
1.53
4,481.36
4000
4001
EGP
17" DELL COLOR MONITOR
1998
865.00
1.53
1,327.44
4000
4001
EGP
MODULAR FURNITURE
1998
1,403.75
1.53
2,154.21
4000
4001
EGP
ISE/PH METER W/ELECTRODE
1999
939.00
1.50
1,412.19
4000
4001
EGP
MAGELLAN PROMARK X-CM GPS RECEIVER
1999
2,574.98
1.50
3,872.58
4000
4001
EGP
MAGELLAN PROMARK X-CM GPS RECEIVER
1999
2,574.98
1.50
3,872.58
4000
4001
EGP
ISCO PORTABLE STORMWATER SAMPLER & ENCLOSURE
1999
5,073.36
1.50
7,629.96
4000
4001
EGP
ISCO PORTABLE STORMWATER SAMPLER & ENCLOSURE
1999
5,073.36
1.50
7,629.96
4000
4001
EGP
ISCO PORTABLE STORMWATER SAMPLER & ENCLOSURE
1999
5,073.36
1.50
7,629.96
4000
4001
EGP
ISCO PORTABLE STORMWATER SAMPLER & ENCLOSURE
1999
5,073.36
1.50
7,629.96
4000
4001
EGP
ISCO PORTABLE STORMWATER SAMPLER & ENCLOSURE
1999
5,073.36
1.50
7,629.96
4000
4001
EGP
FRUNDFOS REDI-FLO2 PUMP W/VARIABLE FREQUENCY DRIVE CONVERTER & HONDA GENERATOR 3500 (PRETREATMENT)
1999
5,947.54
1.50
8,944.66
4000
4001
EGP
CREDENZA W/HUTCH & TABLE
1999
998.42
1.50
1,501.55
4000
4001
EGP
BARNSTEAD, NANOPURE DIAMOND UV (LAB)
2001
3,363.99
1.43
4,815.11
4000
4001
EGP
BALANCE ANAYLTICAL EXPLORER
2001
1,904.77
1.43
2,726.43
4000
4001
EGP
LPE-50 EDACS 800MHZ PORTABLE SCAN RADIO
2001
1,259.50
1.43
1,802.81
4000
4001
EGP
TORPEDO 2500 SCOOTER
2002
946.56
1.38
1,308.11
4000
4001
EGP
TORPEDO 2500 SCOOTER
2002
946.56
1.38
1,308.11
4000
4001
EGP
SONY COURT CONFERENCE TRANSCRIBER/RECORDER SYSTEM (K. LURIA)
2004
810.00
1.26
1,016.90
4000
4001
EGP
MOTOROLA RADIO 48 CHANNEL (D. HULTGREN)
2006
1,096.50
1.18
1,297.24
4000
4001
EGP
MOTOROLA RADIO 48 CHANNEL (R. PATEL)
2006
1,096.50
1.18
1,297.24
4000
4001
EGP
AUTOCLAVE STME 208/240V 60HZ 150
2007
7,335.76
1.10
8,074.77
4000
4001
EGP
HP LASERJET 4+ PRINTER (5215 - $138.80)
1996
1,303.80
1.61
2,095.89
4000
4001
EGP
HP LASERJET 4M+, 4MB RAM, CABLE & SURGE SUPPRESS
1995
2,120.73
1.71
3,630.83
4000
4001
EGP
DSD 486DX2/66 PC W/16MB RAM, 540MB IDE HARD DRIVE, DUAL FLOPPY DRIVES (1.44MB 3.5"), TAPE BACKUP & KEYBOARD
1995
1,452.50
1.71
2,486.78
4000
4001
EGP
HP DESKJET 1600C INKJET PRINTER (5215 - $274.61)
1998
1,509.77
1.53
2,316.90
4000
4001
EGP
HP 4000TN PRINTER
1999
1,345.79
1.50
2,023.97
4000
4001
EGP
SONY MAVICA FD97 DIGITAL CAMERA (GLEN SUPERVILLE)
2001
816.73
1.43
1,169.04
4000
4001
EGP
FUJITSU SCANNER - (GAIL KASHA - LEASE# 2328)
2003
1,444.00
1.32
1,910.90
4000
4001
EGP
TOSHIBA LAPTOP PC (DONAVIN HULTGREN) -LEASE#2761
2004
1,299.81
1.26
1,631.83
4000
4001
EGP
TOSHIBA LAPTOP PC (DONAVIN HULTGREN) - LEASE#2762
2004
1,299.82
1.26
1,631.84
4000
4001
EGP
TOSHIBA TECRA LAPTOP PC (J. WASSERMAN)
2006
1,131.99
1.18
1,339.23
4000
4001
EGP
IBM THINKPAD LAPTOP T60
2006
1,895.00
1.18
2,241.93
4000
4001
EGP
MOTOROLA RADIO - STEVE JOSEPH
2008
1,000.00
1.00
997.94
4000
4001
OGP
INTEREST CAPITALIZED
1960
8,423.16
7.03
59,178.83
4000
4001
OGP
INTEREST CAPITALIZED
1961
20,636.77
6.83
141,051.23
4000
4001
OGP
INTEREST CAPITALIZED
1962
1,262.89
6.64
8,384.32
4000
4001
OGP
INTEREST CAPITALIZED
1963
17,214.32
6.43
110,607.26
4000
4001
OGP
INTEREST CAPITALIZED
1964
819.22
6.19
5,066.91
A-6
Year
Original
Escalation
Current
Dept.
Div.
Asset Type
Cat.
Asset Description
Acquired
Cost
Factor
Cost
Appendix A. W
ater and W
astewater Utility System Asset List as of September 30, 2008
4000
4001
OGP
INTEREST CAPITALIZED
1965
39,045.97
5.96
232,796.01
4000
4001
OGP
INTEREST CAPITALIZED
1966
36,332.33
5.68
206,413.27
4000
4001
OGP
INTEREST CAPITALIZED
1967
29,418.77
5.39
158,576.48
4000
4001
OGP
INTEREST CAPITALIZED
1968
25,033.00
5.01
125,472.77
4000
4001
OGP
INTEREST CAPITALIZED
1969
49,539.40
4.56
225,999.60
4000
4001
OGP
INTEREST CAPITALIZED
1964
23,407.44
6.19
144,776.02
4000
4001
OGP
WATER UTILITY ADMINISTRATION COMPOUND-SECURITY LIGHTING
1979
628.46
2.45
1,542.67
4000
4001
OGP
BARD A/C UNIT (5 TON) W/HEAT
1989
3,340.00
1.84
6,154.90
4000
4001
OGP
LAN COMPUTER SYSTEM
1997
150,011.00
1.57
235,333.37
4000
4004
EGP
STEEL ART DRAFTING FILE BEIGE
2002
750.00
1.38
1,036.47
4000
4004
EGP
FILE CABINET FIREPROOF LEGAL 4 DRAWERS SAND
1993
835.00
1.71
1,426.00
4000
4004
EGP
STEEL ART DRAFTING FILE GRAY
2002
750.00
1.38
1,036.47
4000
4004
EGP
STEEL ART DRAFTING FILE - BEIGE
2004
775.00
1.26
972.96
4000
4004
EGP
HP DESIGNJET 650C PRINTER W/ROLL FEED, AUTO-CUT, MEMORY UPGRADE (2 X32MB) & JET DIRECT CARD
1995
9,577.00
1.71
16,396.46
4000
4004
EGP
HP LASERJET 4M+ PRINTER (VACANT - BLDG A 2ND FL)
2004
1,000.00
1.26
1,255.44
4000
4004
EGP
STEEL ART DRAFTING FLAT FILE
1997
775.00
1.57
1,215.80
4000
4004
EGP
STEEL ART DRAFTING FLAT FILE
1997
775.00
1.57
1,215.80
4000
4004
EGP
STEEL ART DRAFTING FLAT FILE
1997
775.00
1.57
1,215.80
4000
4004
EGP
STEEL ART DRAFTING FLAT FILE
1997
775.00
1.57
1,215.80
4000
4004
EGP
MAGELLAN PROMARK X-CM GPS RECEIVER
1999
2,574.98
1.50
3,872.58
4000
4004
EGP
LARGE FORMAT PRINTER
2000
10,063.92
1.41
14,189.97
4000
4004
EGP
GPS PATHFINDER PROX R FIELD KIT (MIKE ZASKE)
2004
9,290.00
1.26
11,662.99
4000
4004
EGP
HPR KIT II W/CARRYING CASE (ZASKE'S CLOSET)
2005
2,044.27
1.20
2,450.38
4000
4004
EGP
HPR KIT II W/CARRYING CASE (ZASKE'S CLOSET)
2005
2,044.27
1.20
2,450.38
4000
4004
EGP
HPR KIT II W/CARRYING CASE (ZASKE'S CLOSET)
2005
2,044.27
1.20
2,450.38
4000
4004
EGP
HP LASERJET 4500N PRINTER (DENISE)
2000
2,426.00
1.41
3,420.62
4000
4004
EGP
HP COLOR 5500DTN LASERJET PRINTER
2004
4,209.00
1.26
5,284.13
4000
4004
EGP
HP SCANJET 8250 FLATBED SCANNER (CARDOSO)
2006
1,028.82
1.18
1,217.17
4010
4012
EGP
AIR COMPRESSOR-METER SHOP
1980
1,892.58
2.28
4,320.87
4010
4012
EGP
TRAV-L-CUTTER WITH 2 AIR MOTORS, FILTER HOSE TOOLS & CHAIN FOR 6" ODPIPE-SET BEVEL CUTTERS-6"&7" CAR- BIDE TIPPED CUTTER ADDNL CHAIN TO
1974
4,869.00
3.63
17,689.68
4010
4012
EGP
PIPE THREADING MACHINE(WITH ALLOY DIES)
1976
759.20
3.07
2,332.03
4010
4012
EGP
ZERO BLAST-N-PLEEN & DRY BLAST CABINET WITH B-N-P GUN AND TURN- TABLE
1979
2,635.00
2.45
6,468.09
4010
4012
EGP
NEW EM 3000 HONDA ELECTRIC GENERATOR WITH 7HP
1983
875.00
1.99
1,741.34
4010
4012
EGP
INGERSOLL-RAND PNUMATIC PAVING BREAKER
1988
835.00
1.86
1,555.52
4010
4012
EGP
RTC TRIPOD SYSTEM W/ACCESSORIES (TV TRUCK)
1988
1,960.50
1.86
3,652.21
4010
4012
EGP
MUELLER DRILLING MACHINE W/1" ADAPTER NIPPLES (VIN8109)
1988
792.00
1.86
1,475.42
4010
4012
EGP
MUELLER DRILLING MACHINE W/1" ADAPTER NIPPLES (VIN8116)
1988
792.00
1.86
1,475.42
4010
4012
EGP
MUELLER DRILLING MACHINE W/1" ADAPTER NIPPLES (VIN8113)
1988
792.00
1.86
1,475.42
4010
4012
EGP
MUELLER DRILLING MACHINE W/1" ADAPTER NIPPLES (VIN8106)
1988
792.00
1.86
1,475.42
4010
4012
EGP
MUELLER DRILLING MACHINE W/1" ADAPTER NIPPLES (VIN8128)
1988
792.00
1.86
1,475.42
4010
4012
EGP
MUELLER DRILLING MACHINE W/BITS - VEH 8116
1988
1,597.00
1.86
2,975.05
4010
4012
EGP
REED UNIVERSAL PIPE CUTTER W/BLADES
1990
3,946.00
1.81
7,157.71
4010
4012
EGP
POW-R-DRIVE VALVE OPERATOR W/ACCESSORIES
1990
3,684.83
1.81
6,683.97
4010
4012
EGP
HONDA PORTABLE 5HP GENERATOR
1991
916.00
1.80
1,644.48
4010
4012
EGP
CUES TELEVISION INSPECTION SYSTEM (MINI-SCOUT ASSEMBLY)
1991
9,960.00
1.80
17,881.03
4010
4012
EGP
WALKER 34 DIAPHRAM TRASH PUMP (VIN8117)
1992
1,200.00
1.73
2,074.72
4010
4012
EGP
GAS DETECTOR (LEL,H2S, CO) W/CASE &BATTERY PACKS - STOCK RM
1992
1,695.00
1.73
2,930.54
4010
4012
EGP
VIBRATORY PLATE COMPACT WACKER (TAMPER)
1992
1,310.00
1.73
2,264.90
4010
4012
EGP
SHORING EQUIPMENT (SHORES(6), HAND PUMP & EXTENSIONS(8))
1992
3,325.14
1.73
5,748.95
4010
4012
EGP
ROMAC TAP-MATE, ACCESSORIES & STORAGE BOX
1992
6,099.53
1.73
10,545.69
4010
4012
EGP
HYDRAULIC DRIVE UNIT
1992
1,895.00
1.73
3,276.33
4010
4012
EGP
GROBAU/VANGUARD 16HP PORTABLE GENERATOR (800 WATTS)
1992
1,820.00
1.73
3,146.66
4010
4012
EGP
FISHER LEAK DETECTOR KIT
1992
1,265.00
1.73
2,187.10
4010
4012
EGP
MOUNTED FORK SET
1993
1,250.14
1.71
2,134.97
4010
4012
EGP
SHORING EQUIPMENT-2 CYLINDERS/8', MANIFOLD, WALE TOOL & 4 SHORE BOARDS
1992
2,467.00
1.73
4,265.28
4010
4012
EGP
MUELLER AIR POWER OPERATOR
1994
3,435.00
1.69
5,796.00
A-7
Year
Original
Escalation
Current
Dept.
Div.
Asset Type
Cat.
Asset Description
Acquired
Cost
Factor
Cost
Appendix A. W
ater and W
astewater Utility System Asset List as of September 30, 2008
4010
4012
EGP
MUELLER AIR POWER OPERATOR
1994
3,435.00
1.69
5,796.00
4010
4012
EGP
GAS DETECTOR W/BATTERY CHARGER PACK
1994
1,724.00
1.69
2,908.97
4010
4012
EGP
GAS DETECTOR W/BATTERY CHARGER PACK
1994
1,724.00
1.69
2,908.97
4010
4012
EGP
GAS DETECTOR W/BATTERY CHARGER PACK
1994
1,724.00
1.69
2,908.97
4010
4012
EGP
GAS DETECTOR W/BATTERY CHARGER PACK - STOCK RM
1994
1,724.00
1.69
2,908.97
4010
4012
EGP
MULTI-CONDUCTOR INSPECTION SYSTEM- POWER CONTROL UNIT, 450 LINE MONITOR, CVC 460 CAMERA , DATAVIEW III, HPL 6 LIGHT HEAD, & SKID SET
1994
9,860.00
1.69
16,637.14
4010
4012
EGP
SENSUS METER TESTER W-1250 W/RESETTABLE ELECTRONIC REGISTER METER SHOP 8132
1994
5,519.93
1.69
9,313.98
4010
4012
EGP
RIDGID KOLLMAN DRAIN CLEANING MACHINE
1995
1,207.00
1.71
2,066.46
4010
4012
EGP
WACHS MODEL P/2 VALVE OPERATOR W/ AIR DRIVE, TORQUE GAUGE, LCD REVOLUTION COUNTER, TORQUE ARM EXTENSION, STEEL STORGE CASE
1996
4,247.00
1.61
6,827.16
4010
4012
EGP
PROSCOUT PORTABLE TELEVISION INSPECTION SYSTEM - COLOR CAMERA, TV CABLE/PUSH ROD ON A WHEELED COILER & TRANSLATOR
1996
9,700.00
1.61
15,593.00
4010
4012
EGP
RIDGID 141 GEARED THREADER
1996
1,265.00
1.61
2,033.52
4010
4012
EGP
TWO MAN STEEL BASKET
1998
4,180.00
1.53
6,414.66
4010
4012
EGP
ISCO PORTABLE SAMPLER
1998
2,710.50
1.53
4,159.55
4010
4012
EGP
ARIES TAURUS TRACTOR CAMERA CARRIAGE - VEH 8206
1998
5,016.00
1.53
7,697.59
4010
4012
EGP
SCHONSTEDT LOCATOR W/CARRYING CASE VISUAL AND AUDIO SIGNALING DIGITAL READOUT PLUS AUDIO SIGNALING (8111)
1998
819.63
1.53
1,257.81
4010
4012
EGP
SAWTEC AIRSAW 3300 RPM 7.5 HP 7" MAX CUT & 14" BLADE CAPACITY
1998
2,488.00
1.53
3,818.10
4010
4012
EGP
SAWTEC AIRSAW 3300 RPM 7.5 HP 5" MAX BLADE & 14" BLADE CAPACITY
1998
1,728.00
1.53
2,651.80
4010
4012
EGP
SCHONSTEDT GA 72-CD LOCATOR W/CARRYING CASE (8013)
1998
819.63
1.53
1,257.81
4010
4012
EGP
2' X 6' MODULAR ALUMINUM SHORING
1998
8,572.50
1.53
13,155.42
4010
4012
EGP
TRANSMITTER RECEIVER (ROY CUTHBERTSON)
1998
1,910.00
1.53
2,931.10
4010
4012
EGP
TRANSMITTER RECEIVER (DON STOUT)
1998
1,910.00
1.53
2,931.10
4010
4012
EGP
BENDI SOUNDS (DON STOUT)
1998
815.00
1.53
1,250.71
4010
4012
EGP
8-12 RIDGID HINGED CUTTER
1999
795.00
1.50
1,195.62
4010
4012
EGP
SCHONSTEDT GA 72-CD LOCATOR
1999
796.50
1.50
1,197.88
4010
4012
EGP
WEBER 19" W VIBRATORY PLATE COMPACTOR
1999
1,790.00
1.50
2,692.03
4010
4012
EGP
18" PLATE COMPACTOR
1999
1,480.00
1.50
2,225.81
4010
4012
EGP
BILLY GOAT VACUUM CLEANER
1999
960.00
1.50
1,443.77
4010
4012
EGP
CANTILEVER RACK SYSTEM
1999
5,785.78
1.50
8,701.39
4010
4012
EGP
MODULAR FURNITURE
2000
1,788.48
1.41
2,521.73
4010
4012
EGP
SENSUS METER TESTER W/ACCESSORIES (METER SHOP 8132)
2001
5,820.00
1.43
8,330.57
4010
4012
EGP
3" HONDA TRASH PUMP W/OIL ALERT
2001
1,105.90
1.43
1,582.95
4010
4012
EGP
3" HONDA TRASH PUMP W/OIL ALERT
2001
1,105.90
1.43
1,582.95
4010
4012
EGP
3" HONDA TRASH PUMP W/OIL ALERT
2001
1,105.90
1.43
1,582.95
4010
4012
EGP
3" HONDA TRASH PUMP W/OIL ALERT
2001
1,105.90
1.43
1,582.95
4010
4012
EGP
Aries TR3000 Wheeled Camera Transporter
2001
6,877.00
1.43
9,843.52
4010
4012
EGP
Aries Pan & Tilt Camera with Lighting P/N PE 1111
2001
14,700.00
1.43
21,041.12
4010
4012
EGP
Logiball Carrier Tool 5" X 10" X 120" w/pulling heads
2001
1,300.00
1.43
1,860.78
4010
4012
EGP
MUELLER DRILLING MACHINE D-5
2002
1,101.53
1.38
1,522.27
4010
4012
EGP
MUELLER DRILLING MACHINE D-5 (772 $550.77; 773 $550.76)
2002
1,101.53
1.38
1,522.27
4010
4012
EGP
MUELLER DRILLING MACHINE D-5
2002
1,101.53
1.38
1,522.27
4010
4012
EGP
14" CUTQUICK SAW TS 460 (PAPER RM)
2002
750.00
1.38
1,036.47
4010
4012
EGP
14" CUTQUICK SAW TS 760
2002
840.00
1.38
1,160.85
4010
4012
EGP
CISCO 2620XM ETHERNET ROUTER
2003
2,240.00
1.32
2,964.28
4010
4012
EGP
WACKER RAMMER
2003
2,263.00
1.32
2,994.72
4010
4012
EGP
HONDA HI PERFORMANCE PRESSURE WASHER (LEO AMODEI)
2003
750.00
1.32
992.50
4010
4012
EGP
INDECO BREAKER
2004
8,765.26
1.26
11,004.21
4010
4012
EGP
BOB 1001 TOPPER ALUMINUM W/ACCESS DOORS ON EACH SIDE
2004
850.00
1.26
1,067.12
4010
4012
EGP
SECURITY CAMERA
2005
1,475.00
1.20
1,768.02
4010
4012
EGP
EMPIRE P650 SUPER BLASTER
2005
2,900.00
1.20
3,476.10
4010
4012
EGP
ICE-O-MATIC ICE MAKER
2005
1,306.14
1.20
1,565.61
4010
4012
EGP
3" HONDA TRASH PUMP W/8HP MOTOR
2005
978.00
1.20
1,172.29
4010
4012
EGP
3" HONDA TRASH PUMP W/8HP MOTOR
2005
978.00
1.20
1,172.29
4010
4012
EGP
3" HONDA TRASH PUMP W/8HP MOTOR
2005
978.00
1.20
1,172.29
4010
4012
EGP
3" HONDA TRASH PUMP W/8HP MOTOR
2005
978.00
1.20
1,172.29
4010
4012
EGP
3" HONDA TRASH PUMP W/8HP MOTOR
2005
978.00
1.20
1,172.29
4010
4012
EGP
CERAMIC FLOOR JET CLEANER FOR AQUATECH TRUCK
2006
2,375.14
1.18
2,809.97
A-8
Year
Original
Escalation
Current
Dept.
Div.
Asset Type
Cat.
Asset Description
Acquired
Cost
Factor
Cost
Appendix A. W
ater and W
astewater Utility System Asset List as of September 30, 2008
4010
4012
EGP
CERAMIC TURPEDO NOZZLE
2006
1,239.20
1.18
1,466.07
4010
4012
EGP
SUPER CUTER PLUS 200
2006
4,543.74
1.18
5,375.59
4010
4012
EGP
WACKER 5HP VIBRATORY PLATE COMPACTOR
2006
1,590.00
1.18
1,881.09
4010
4012
EGP
PROCUT 18-20 HP 18" GAS STREET SAW - WAREHOUSE
2006
4,250.00
1.18
5,028.07
4010
4012
EGP
AUTOMATIC ICE MAKING MACHINE W/STORAGE BINS - WAREHOUSE
2006
3,414.66
1.18
4,039.80
4010
4012
EGP
BARD 5 TON A/C UNIT
2006
4,926.00
1.18
5,827.83
4010
4012
EGP
PORTABLE GENERATOR
2006
1,999.00
1.18
2,364.97
4010
4012
EGP
MUN 1 UTILITY SERVICE ANALYZER
2006
767.04
1.18
907.47
4010
4012
EGP
MUN 1 UTILITY SERVICE ANALYZER
2006
767.04
1.18
907.47
4010
4012
EGP
16" STIHL CUT-OFF SAW
2007
1,087.96
1.10
1,197.56
4010
4012
EGP
SUBSURFACE "PROFESSIONAL'S PLUS" WATER LEAK DETECTOR
2007
3,012.00
1.10
3,315.43
4010
4012
EGP
STIHL 16" CUTQUICK SAW W/CART & WATER TANK
2007
1,737.86
1.10
1,912.93
4010
4012
EGP
ICE-O-MATIC S/S ICE MACHINE W/BINS
2007
3,580.21
1.10
3,940.88
4010
4012
EGP
STIHL 16" CUTQUICK SAW
2007
1,015.96
1.10
1,118.31
4010
4012
EGP
STIHL 16" CUTQUICK SAW
2007
1,015.96
1.10
1,118.31
4010
4012
EGP
PANASONIC WEATHERPROOF COLOR DOME CAMERA
2008
2,201.16
1.00
2,196.63
4010
4012
EGP
UNISYS PW2 386SX PC W/1.4MB 3.5" FLOPPY,1.2MB 5.25" FLOPPY, 40MB HARD DISK, KEYBOARD
1991
1,842.00
1.80
3,306.91
4010
4012
EGP
ICS 80386/33 PC, 2MB RAM, 100MB SCSI HARD DRIVE, 80387 COMPRESSOR, 5.25" 1.2MB FLOPPY, 3.5" 1.4MB FLOPPY, KEYBOARD & MOUSE
1992
1,246.00
1.73
2,154.25
4010
4012
EGP
HP FAX MACHINE
1993
1,198.00
1.71
2,045.93
4010
4012
EGP
HP LASERJET 5N PRINTER - METER SHOP
1997
1,401.30
1.57
2,198.32
4010
4012
EGP
TOSHIBA TECRA 730XCDT LAPTOP PC
1998
7,200.00
1.53
11,049.18
4010
4012
EGP
HP LASERJET 4050N PRINTER - STOCK RM
1999
1,192.75
1.50
1,793.81
4010
4012
EGP
TOSHIBA 4280X DVD LAPTOP PC (TV INSPECTION TRUCK)
2000
2,370.58
1.41
3,342.48
4010
4012
EGP
HP DESIGNJET COLOR PLOTTER
2000
2,964.00
1.41
4,179.19
4010
4012
EGP
TOSHIBA LAPTOP PC (GREG BENIGNO - LEASE# 2767)
2004
2,959.65
1.26
3,715.65
4010
4012
EGP
HP COLOR LASERJET 5550N PRINTER
2007
2,611.61
1.10
2,874.70
Subtotal
886,291.62
$
2,390,289.42
$
4010
4012
OWTD
WATERLINE
1981
8,321.00
$
2.07
17,196.22
$
4010
4012
OWTD
WATER DISTRIBUTION SYSTEM EXPANSIONINCLUDING C1 PIPE, CEMENT,ASBESTOS PIPE,PRESTRESSED CONCRETE PRESSURE PIPE,GATE VALVES,HYDRANTS,ROADWAY
1953
584,029.82
9.65
5,635,109.06
4010
4012
OWTD
WATER DISTRIBUTION SYSTEM EXPANSIONPROFESSIONAL SERVICES
1952
9,000.00
10.17
91,569.07
4010
4012
OWTD
WATER LINE #1 WHITE DEVELOPMENT
1955
19,027.50
8.77
166,900.00
4010
4012
OWTD
WATER LINE-LOOK HOMES
1955
5,311.12
8.77
46,586.57
4010
4012
OWTD
WATER LINE #2-WHITE DEVELOPMENT
1956
5,175.54
8.37
43,298.03
4010
4012
OWTD
WATER LINE-N POSITION ORANGEBROOK GOLF ESTATES
1956
41,142.58
8.37
344,194.54
4010
4012
OWTD
WATER LINE-LAKEVIEW HEIGHTS
1956
1,937.42
8.37
16,208.25
4010
4012
OWTD
WATER LINE #2-LOOK HOMES DEVELOP- MENT
1955
6,896.17
8.77
60,489.86
4010
4012
OWTD
WATER LINE-SCHOOL HOMESITES
1956
9,385.70
8.37
78,519.79
4010
4012
OWTD
WATER LINE-LAKE SECTION
1956
7,587.32
8.37
63,474.73
4010
4012
OWTD
WATER LINE-LOOK HOMES # 3
1956
5,500.00
8.37
46,012.43
4010
4012
OWTD
WATER LINE-WHITE DEVELOPMENT #3 (LAWN ACRES)
1956
5,857.16
8.37
49,000.39
4010
4012
OWTD
WATER LINE-33RD COURT AT BOULEVARD PARK
1956
2,283.59
8.37
19,104.28
4010
4012
OWTD
WATER LINE-MISC PROJECTS
1957
6,304.24
8.00
50,409.54
4010
4012
OWTD
WATER LINE-HOLLYWOOD HOMESITES 2ND UNIT
1956
784.16
8.37
6,560.20
4010
4012
OWTD
WATER LINE-BIEGELSON PROJECT
1957
2,152.65
8.00
17,212.87
4010
4012
OWTD
WATER LINE ORANGEBROOK GOLF ESTATESSOUTH PORTION #17
1956
19,546.65
8.37
163,525.24
4010
4012
OWTD
WATER LINE-PROJECT #402
1956
13,063.00
8.37
109,283.70
4010
4012
OWTD
WATER LINE-ORANGEBROOK GOLF ESTATESSOUTH PORTION # 22
1956
21,580.43
8.37
180,539.63
4010
4012
OWTD
WATERLINE-PROJECT #404.0
1956
1,920.00
8.37
16,062.52
4010
4012
OWTD
WATER LINE-PROJECT # 405.0
1956
6,183.05
8.37
51,726.75
4010
4012
OWTD
WATER LINE PROJECT #406.0
1955
2,188.76
8.77
19,198.74
4010
4012
OWTD
CYCLONE FENCE AT WATER DISTRIBUTIONSTORAGE YARD
1955
1,683.29
8.77
14,765.00
4010
4012
OWTD
WATERLINE PROJECT-#408.0
1957
12,000.00
8.00
95,953.59
4010
4012
OWTD
WATER LINE-PROJECT #408.0
1955
5,099.90
8.77
44,733.85
4010
4012
OWTD
PROFESSIONAL SERVICES-RELOCATION OFWATER MAIN INCIDENT TO SHERIDAN ST BRIDGE CONSTRUCTION
1962
3,160.17
6.64
20,980.34
4010
4012
OWTD
RELOCATION OF WATER MAIN INCIDENT TO SHERIDAN ST BRIDGE CONSTRUCTION
1962
2,428.31
6.64
16,121.53
A-9
Year
Original
Escalation
Current
Dept.
Div.
Asset Type
Cat.
Asset Description
Acquired
Cost
Factor
Cost
Appendix A. W
ater and W
astewater Utility System Asset List as of September 30, 2008
4010
4012
OWTD
RELOCATION OF WATER MAIN INCIDENT TO SHERIDAN ST BRIDGE CONSTRUCTION
1962
34,980.00
6.64
232,231.90
4010
4012
OWTD
RELOCATION OF WATER MAIN INCIDENT TO SHERIDAN ST BRIDGE CONSTRUCTION-MISC
1963
13,612.90
6.43
87,467.04
4010
4012
OWTD
EXTENSION OF DISTRIBUTION SYSTEM INSOUTH BROWARD HIGH SCHOOL
1963
6,129.17
6.43
39,381.79
4010
4012
OWTD
RELOCATION OF MAINS INCIDENT TO STATE ROAD #9 CONSTRUCTION (TAFT STTO SHERIDAN ST)
1963
15,353.40
6.43
98,650.28
4010
4012
OWTD
WATER LINES-MOFFETT ST.FROM 24TH- 29TH AVE
1965
26,990.45
5.96
160,919.79
4010
4012
OWTD
WATER LINES-SOUTH LAKE DRIVE
1966
12,957.58
5.68
73,615.33
4010
4012
OWTD
PROFESSIONAL SERVICES: DESIGN,PLANSAND SPECS FOR REPLACEMENT OF 12" MAIN UNDER INTRACOASTAL CANAL AT WASHINGTON STREET
1962
1,580.08
6.64
10,490.14
4010
4012
OWTD
REPLACEMENT OF 12" MAIN UNDER INTRACOASTAL CANAL AT WASHINGTON ST
1962
20,394.03
6.64
135,395.78
4010
4012
OWTD
REPLACEMENT OF 12" MAIN UNDER INTRACOASTAL CANAL AT WASHINGTON ST
1963
41,638.22
6.43
267,538.27
4010
4012
OWTD
EXTENSION OF WATER SYSTEM AIA SOUTH
1957
80,456.18
8.00
643,338.28
4010
4012
OWTD
WATER LINE LAKE SECTION
1957
6,334.30
8.00
50,649.90
4010
4012
OWTD
WATER LINE-LAKEVIEW HEIGHTS
1957
864.40
8.00
6,911.86
4010
4012
OWTD
WATER LINE-PROJECT #27.00
1957
1,053.68
8.00
8,425.36
4010
4012
OWTD
WATER LINE-LAKEVIEW HEIGHT
1957
628.35
8.00
5,024.37
4010
4012
OWTD
WATER MAIN EXTENSION CONSTRUCTION- SUNSET ISLES
1958
17,354.57
7.63
132,370.32
4010
4012
OWTD
DISTRIBUTION MAINS-PROJECT 31.00
1968
1,022.74
5.01
5,126.27
4010
4012
OWTD
DISTRIBUTION MAINS-33COURT @ BLVD PARK
1957
12,626.25
8.00
100,961.17
4010
4012
OWTD
4" WATER MAIN-ORANGEBROOK GOLF COURSE TO PEMBROKE RD
1961
6,918.57
6.83
47,288.06
4010
4012
OWTD
2" WATER MAIN-SHERIDAN STREET TO DANIA BRIDGE-HOLLYWOOD HOMESITES 2ND UNIT
1961
5,826.46
6.83
39,823.54
4010
4012
OWTD
BIEGELSON PROJECT MAINS
1959
2,324.40
7.26
16,883.83
4010
4012
OWTD
CATHODIC PROTECTION,TWO-ONE MILLIONGALLON ELEVATED TANKS
1964
22,572.20
6.19
139,610.02
4010
4012
OWTD
8" MAIN-FIRE HYDRANTS
1962
6,127.03
6.64
40,677.30
4010
4012
OWTD
WATER MAINS TO HOLLYWOOD HEIGHTS ADDITION NO.2
1962
9,000.60
6.64
59,754.90
4010
4012
OWTD
RELOCATION & REVISION OF MAINS TO ALLEYS AND STREETS PRIOR TO CONSTRUCTION OF OTHER PROJECTS- PAYROLL AND INVENTORY TRANSFER
1969
83,991.02
4.56
383,168.49
4010
4012
OWTD
6" MAINS AND HYDRANTS-HOLLYWOOD GOLF ESTATES
1963
2,285.48
6.43
14,684.91
4010
4012
OWTD
6" AND 8" MAINS & FIRE HYDRANTS FORCIRCLE SHOPPING CENTER (OPERATING PAYROLL)
1962
5,301.81
6.64
35,198.67
4010
4012
OWTD
REPLACEMENT OF DETERIORATED MAINS COUNTRY CLUB HOMES
1963
5,105.79
6.43
32,806.26
4010
4012
OWTD
MISCELLANEOUS ADDITIONS TO THE WATER DISTRIBUTION BUILDING, OFFICEAND YARD
1963
33,526.00
6.43
215,414.78
4010
4012
OWTD
PROFESSIONAL SERVICES 16" MAIN- JOHNSON & 56TH AVE TO 59TH AVE DELCREST MANOR SUB-DIVISION
1963
1,175.55
6.43
7,553.27
4010
4012
OWTD
16" MAIN-JOHNSON ST & 56TH AVE TO 59TH AVE DELCREST MANOR SUB-DIV.
1963
23,681.35
6.43
152,159.90
4010
4012
OWTD
GALVANIZED STEEL PIPE GATE VALVES SERVICES AND INSTALLATION CHARGES HOLLYWOOD HEIGHTS ADDITION
1963
3,911.11
6.43
25,130.08
4010
4012
OWTD
EXTENSION OF WATER SYSTEM TO AREAS ANNEXED EAST OF STATE ROAD #7- PROFESSIONAL SERVICES
1964
35,043.51
6.19
216,745.61
4010
4012
OWTD
EXTENSION OF WATER SYSTEM TO AREAS ANNEXED EAST OF STATE ROAD #7- CONSTRUCTION
1964
485,360.18
6.19
3,001,973.46
4010
4012
OWTD
6" MAIN-28TH AVENUE TAFT TO HARDINGSTREET
1964
2,346.83
6.19
14,515.24
4010
4012
OWTD
4" MAIN-ALLEY NORTH OF HOLLYWOOD BLVD.STATE ROAD #7 TO 56TH AVENUE
1964
4,505.21
6.19
27,864.92
4010
4012
OWTD
12" MAIN AIA & DANIA BEACH BLVD TO PORT ENTRANCE
1965
106,408.76
5.96
634,419.77
4010
4012
OWTD
12" MAIN-AIA & DANIA BEACH BLVD TO PORT ENTRANCE
1966
18,616.88
5.68
105,767.26
4010
4012
OWTD
36" CASING FOR 24" MAIN ACROSS STATE RD #9 AT WASHINGTON STREET
1965
7,319.64
5.96
43,640.43
4010
4012
OWTD
8" MAIN-WEST OF SEABOARD R.R. NORTHOF TAFT STREET
1965
8,902.87
5.96
53,079.81
4010
4012
OWTD
6" MAIN EXTENSION FOR GRANDWAY STORE FIRE HYDRANT- MADISON STREET-59TH AVENUE TO 60TH AVENUE
1965
1,653.13
5.96
9,856.13
4010
4012
OWTD
PROFESSIONAL SERVICES,DISTRIBUTION SYSTEM-HOLLYWOOD HILLS STAGE #7
1966
13,321.20
5.68
75,681.15
4010
4012
OWTD
DISTRIBUTION SYSTEM-HOLLYWOOD HILLS-STAGE #7
1966
186,152.25
5.68
1,057,578.61
4010
4012
OWTD
WATER METER REPLACEMENT AT WESTERN WATER COMPANY
1967
99,397.53
5.39
535,784.15
4010
4012
OWTD
6" MAIN-BEVERLY HILLS SUB DIVISION
1966
1,200.09
5.68
6,818.02
4010
4012
OWTD
4" MAIN 7TH TO 10TH AVE-WASHINGTON TO ADAMS STREET
1966
4,291.33
5.68
24,380.14
4010
4012
OWTD
8" MAIN US 441-CHARLESTON ST TO STERLING ROAD-SEMINOLE INDIAN RESERVATION
1966
13,940.00
5.68
79,196.71
4010
4012
OWTD
6" MAIN-FILLMORE ST AND DIXIE HWY TO 550' WEST
1966
1,656.00
5.68
9,408.16
4010
4012
OWTD
NEW METER INSTALLATIONS-PROJECT- 96.00
1966
41,402.18
5.68
235,216.39
4010
4012
OWTD
MAINS-HOLLYWOOD HEIGHTS
1966
5,441.05
5.68
30,912.00
4010
4012
OWTD
6" MAIN- BLOCK 59, HOLLYWOOD HILLS
1966
2,517.74
5.68
14,303.93
4010
4012
OWTD
MAINS,VALVES,HYDRANTS,FITTINGS AND REPAIRS-17TH AVENUE-JOHNSON TO POLKSTREET
1966
12,839.71
5.68
72,945.68
4010
4012
OWTD
PURCHASE OF 24 FIRE HYDRANTS PROJECT 103.00
1967
3,167.28
5.39
17,072.64
4010
4012
OWTD
MAINS-HILLWOOD SUBDIVISION
1966
2,714.20
5.68
15,420.07
4010
4012
OWTD
6" MAINS & FIRE HYDRANT-JACKSON ST AND DIXIE HWY TO 22ND AVENUE
1967
1,530.97
5.39
8,252.41
4010
4012
OWTD
8" MAIN-PIPES,VALVES,HYDRANTS AND REPAIRS-56TH AVENUE & DOUGLAS ST TO STIRLING ROAD-WEST TO US 441
1967
24,743.15
5.39
133,373.41
4010
4012
OWTD
GARAGE ADDITION TO WATER DISTRIBU- TION BUILDING
1967
5,393.57
5.39
29,073.05
A-10
Year
Original
Escalation
Current
Dept.
Div.
Asset Type
Cat.
Asset Description
Acquired
Cost
Factor
Cost
Appendix A. W
ater and W
astewater Utility System Asset List as of September 30, 2008
4010
4012
OWTD
6" WATER METER CONNECTION AND CONSTRUCTION-PEMBROKE PINES UTILITYSYSTEM-64TH AVENUE AND TAFT ST
1968
7,471.01
5.01
37,446.90
4010
4012
OWTD
6" WATER METER CONNECTION MISC ITEMS-PROJECT #110 ITEMS
1968
542.62
5.01
2,719.77
4010
4012
OWTD
6" MAIN EXTENSION-STERLING LAKE ESTATE
1967
1,998.85
5.39
10,774.43
4010
4012
OWTD
6" MAIN EXTENSION-SUNSHINE PARK ESTATE
1967
3,240.05
5.39
17,464.90
4010
4012
OWTD
12" MAIN AND 6" MAIN-AIA-JOHNSON STTO TAFT STREET
1969
19,102.54
4.56
87,146.12
4010
4012
OWTD
12" MAIN AND 6" MAIN-AIA-JOHNSON STTO SHERIDAN STREET
1969
5,742.18
4.56
26,195.92
4010
4012
OWTD
12" MAIN AND 6" MAIN-AIA-JOHNSON STTO SHERIDAN STREET
1968
178,822.51
5.01
896,311.06
4010
4012
OWTD
CRUSHED ROCK-AIA-JOHNSON ST TO SHERIDAN STREET
1968
1,846.85
5.01
9,256.96
4010
4012
OWTD
12"MAIN& 6"MAIN-AIA-JOHNSON-TO SHERIDAN STREET-JUNCTION BOX CONST-RUCTION,7@ $185.00EA-STA 138+45- MCKINLEY,ARTHUR,TYLER,POLK,ARIZONA,
1969
1,295.00
4.56
5,907.81
4010
4012
OWTD
12" MAIN-PEMBROKE RD.-42 AVE TO INCINERATOR PROPERTY
1968
13,554.99
5.01
67,941.60
4010
4012
OWTD
6" MAIN-JOHNSON STREET & SOUTH TO THE KNIGHTS OF COLUMBUS PROPERTY PROJECT # 116.00
1968
1,741.89
5.01
8,730.87
4010
4012
OWTD
CONNECTION BETWEEN TANKS & 20" MAINAT WATER PLANT
1969
27,580.00
4.56
125,820.44
4010
4012
OWTD
CONNECTION BETWEEN TANKS-INSIDE PIPE MODIFICATION-WATER PLANT
1969
4,000.00
4.56
18,248.07
4010
4012
OWTD
CONNECTION BETWEEN TANKS-MISC ELECTRICAL,PAINT,SITE WORK-WATER PLANT
1969
2,300.00
4.56
10,492.64
4010
4012
OWTD
CONNECTION BETWEEN TANKS-WATER PLANT-PROFESSIONAL SERVICES: PLANS SPECS & SUPERVISION
1970
2,032.80
4.19
8,521.57
4010
4012
OWTD
CONNECTION BETWEEN TANKS-MISC ITEMSWATER PLANT
1969
769.89
4.56
3,512.25
4010
4012
OWTD
6" MAIN AND FIRE HYDRANT-15TH AVE- ARTHUR TO MCKINLEY STREETS
1968
2,657.84
5.01
13,321.88
4010
4012
OWTD
8" METER & VAULT-HOLLYWOOD HILLS NORTH
1968
4,053.62
5.01
20,317.94
4010
4012
OWTD
FIRELINE TO K-MART-WASHINGTON ST AND STATE RD # 7
1968
2,557.56
5.01
12,819.24
4010
4012
OWTD
MOVE 12" AND 6" LINES-TAFT ST TO CAROLINA ST ON SURF ROAD
1969
4,613.74
4.56
21,047.96
4010
4012
OWTD
4" C.I. MAIN- LEE ST-33RD-34TH AVE.
1969
2,122.82
4.56
9,684.34
4010
4012
OWTD
12" MAIN TO HILLWOOD SUBDIVISION #2
1969
17,274.80
4.56
78,807.94
4010
4012
OWTD
12" MAIN TO HILLWOOD-SUBDIVISION #2INSTALLATION OF PIPE AND VALVES ETC
1969
15,708.70
4.56
71,663.36
4010
4012
OWTD
12" MAIN TO HILLWOOD SUBDIVISION #2SLEEVES,VALVES,& JOINTS
1969
1,803.86
4.56
8,229.24
4010
4012
OWTD
12" MAIN TO HILLWOOD SUBDIVISION #2MISC ITEMS-PROJECT #123.00
1969
2,184.13
4.56
9,964.04
4010
4012
OWTD
6" MAIN EXTENSION-23RD AVE-24TH AVE@ CHARLESTON STREET
1969
2,818.36
4.56
12,857.41
4010
4012
OWTD
6" METER AND VAULT INSTALLATION-56 AVE AND NORTH HILLS DR
1970
5,562.00
4.19
23,316.10
4010
4012
OWTD
6" MAIN AND FIRE LANE-MISC-PROJECT # 137.00
1970
3,618.76
4.19
15,169.97
4010
4012
OWTD
RELOCATE & ELEVATE WATER MAINS EXCAVATE OVER EXISTING WATER MAIN BACKFILL AND PROVIDE 12" OF
1971
21,675.81
3.66
79,371.03
4010
4012
OWTD
8" MAIN-CONSTRUCTION IN LIBERIA SUBDIVISION-24TH AVE & SHERIDAN TO GREENE STREET
1971
20,459.75
3.66
74,918.14
4010
4012
OWTD
8" METER & VAULT INSTALLATION-56TH AVE & SHERIDAN STREET
1970
7,151.21
4.19
29,978.12
4010
4012
OWTD
12" MAIN EXTENTION-34TH AVE DUMP SITE TO WASHINGTON STREET
1970
6,917.94
4.19
29,000.24
4010
4012
OWTD
6" METER & VAULT INSTALLATION FOR PENN INDUSTRIES-68TH ST & STIRLING ROAD
1971
7,507.54
3.66
27,490.61
4010
4012
OWTD
PIPE& CONSTRUCTION FOR NEW WATER SUPPLY TO SEWAGE TREATMENT PLANT-
1971
9,802.13
3.66
35,892.78
4010
4012
OWTD
INSTALLATION OF SIX FIRE HYDRANTS AND CI PIPE-SHENANDOAH & LEE STS BETWEEN 15TH & 18TH AVENUES
1971
14,410.12
3.66
52,766.01
4010
4012
OWTD
6" WATER MAIN EXTENSION-28TH AVE & 530' WEST ON FILLMORE STREET
1971
1,541.13
3.66
5,643.21
4010
4012
OWTD
6" MAIN EXTENSION 17TH AVE & 400' WEST ON CLEVELAND STREET- WATER UTILITY OPERATING FUND
1972
2,681.42
3.30
8,855.26
4010
4012
OWTD
8" MAIN & 6" EXTENSION-56TH AVE TO 57TH AVENUE BETWEEN 37TH & 38TH STSWATER REV FUND & WATER UTILITY OPERFUND1972
11,969.62
3.30
39,529.11
4010
4012
OWTD
6" MAIN EXTENSION-PROJECT 161.00 WATER REV FUND & WATER UTILITY FUND
1972
2,498.24
3.30
8,250.32
4010
4012
OWTD
UTILITY RELOCATION-HOLLYWOOD BLVD- I-95 TO 64TH AVENUE
1972
2,326.03
3.30
7,681.60
4010
4012
OWTD
4" MAIN EXTENSION-26TH AVE-310' EAST ON CLEVELAND STREET
1972
1,200.00
3.30
3,962.94
4010
4012
OWTD
MAIN- 44TH AVE.TO S.W. ELEMENTARY SCHOOL
1960
7,004.00
7.03
49,208.20
4010
4012
OWTD
WATER PLANT # 1-WASHROOM
1972
1,348.46
3.30
4,453.23
4010
4012
OWTD
12" WATER MAIN INSTALLATION-14TH AVE - WASHINGTON TO WILEY STREET
1960
9,979.95
7.03
70,116.42
4010
4012
OWTD
ADDITIONAL FIRE PROTECTION PARK RD MANOR,BREEZY MANOR- STATE RD #9 & SEABOARD RAILROAD
1961
12,324.65
6.83
84,238.33
4010
4012
OWTD
ADDITIONAL FIRE PROTECTION,PARK RD MANOR,BREEZY MANOR- STATE RD #9 & SEABOARD RAILROAD
1961
9,737.00
6.83
66,551.88
4010
4012
OWTD
ADDITIONAL FIRE PROTECTION PARK RD MANOR, BREEZY MANOR & STATE ROAD #9& SEABOARD RAILROAD
1961
4,384.65
6.83
29,968.85
4010
4012
OWTD
EXCAVATION,PAVING AND DRAINAGE AT WATER STORAGE YARD
1960
5,720.90
7.03
40,193.49
4010
4012
OWTD
MAINS TO HOLLYWOOD HEIGHTS ADDITIONALSO WATER REVENUE FUND
1961
12,289.03
6.83
83,994.87
4010
4012
OWTD
6" MAIN EXTENSION TO ATTUCKS SCHOOL
1961
1,789.39
6.83
12,230.39
4010
4012
OWTD
FURNISH & INSTALL MAINS-JOHNSON ST-46TH AVE TO 51ST AVE
1961
15,101.22
6.83
103,216.04
4010
4012
OWTD
MAINS TO DIPLOMAT GOLF ESTATES
1961
11,482.43
6.83
78,481.80
4010
4012
OWTD
INSTALLATION OF MAINS-TAFT ST & STATE ROAD #9 TO 27TH AVE
1958
6,006.40
7.63
45,813.24
4010
4012
OWTD
8" MAIN DAVIE RD EXTENSION & SIMMS STREET 300' NORTH ON SHERIDAN ST
1972
11,000.00
3.30
36,326.98
4010
4012
OWTD
12" MAIN- AIA & IRIS TO MAGNOLIA STPAYROLL COSTS INCLUDED
1972
8,404.93
3.30
27,756.89
4010
4012
OWTD
INSTALLATION OF METER SERVICE 5/8" WATER METERS TO BE LOCATED OUTSIDE CITY LIMITS-77TH & 78TH AVE-41ST- 42ND STREETS
1972
3,532.99
3.30
11,667.53
A-11
Year
Original
Escalation
Current
Dept.
Div.
Asset Type
Cat.
Asset Description
Acquired
Cost
Factor
Cost
Appendix A. W
ater and W
astewater Utility System Asset List as of September 30, 2008
4010
4012
OWTD
12" MAIN EXTENSIONS-SOUTH SIDE STERLING RD-I95-TO 33RD AVENUE COST INCLUDES-PAYROLL-INVENTORY TRANSFERS & CITY UTILITIES CONSTRUC
1972
68,584.53
3.30
226,497.18
4010
4012
OWTD
WATER MAIN 12"-SOUTH AIA-TO-HOLIDAYINN-COST ALSO INCLUDES PAYROLL
1973
20,000.00
3.77
75,455.37
4010
4012
OWTD
WATER LINE INSTALLATION
1979
51,152.38
2.45
125,562.92
4010
4012
OWTD
WATER MAIN ADJUSTMENTS CONSTRUCTION
1979
301,902.00
2.45
741,073.96
4010
4012
OWTD
WATER MAIN CONSTRUCTION-ADJUSTMENTS
1979
13,751.60
2.45
33,755.83
4010
4012
OWTD
RAISING (15) SOUTH BEACH METERS- CONSTRUCTION
1980
13,106.07
2.28
29,921.94
4010
4012
OWTD
CARRIAGE HILL PROJECT-WATER MAIN INSTALLATION
1980
7,000.00
2.28
15,981.42
4010
4012
OWTD
BEVERLY PARK SYSTEM-PROFESSIONAL SERVICES
1981
7,687.92
2.07
15,887.89
4010
4012
OWTD
BEVERLY PARK SYSTEM-PROFESSIONAL SERVICES
1981
660.00
2.07
1,363.96
4010
4012
OWTD
BEVERLY PARK SYSTEM-PROFESSIONAL SERVICES
1981
134.37
2.07
277.69
4010
4012
OWTD
DISTRIBUTION SYSTEM INDUSTRIAL PARKSHERIDAN ST TO STERLING RD INCLUDING FIRE HYDRANTS AND SERVICE LINES1969
104,477.75
4.56
476,629.31
4010
4012
OWTD
DISTRIBUTION SYSTEM,INDUSTRIAL PARKSHERIDAN ST - STIRLING ROAD PROFESSIONAL SERVICES
1969
1,659.24
4.56
7,569.48
4010
4012
OWTD
DISTRIBUTION SYSTEM,INDUSTRIAL PARKSHERIDAN ST TO STIRLING RD- INCLUDING FIRE HYDRANTS AND SERVICELINES
1969
2,264.54
4.56
10,330.87
4010
4012
OWTD
BOND ISSUE COSTS -WATER REVENUE CERTIFICATE CONSTRUCTION FUND
1969
3,255.43
4.56
14,851.33
4010
4012
OWTD
24" WATER MAIN-SHERIDAN ST FROM I95TO 56TH AVE AND FROM 60TH TO 64TH AVENUE
1966
298,002.75
5.68
1,693,029.95
4010
4012
OWTD
24" WATER MAIN-SHERIDAN STREET FROMI95 TO 56TH AVENUE AND FROM 60TH AVE TO 64TH AVE
1966
1,093.60
5.68
6,213.02
4010
4012
OWTD
PROFESSIONAL SERVICES- 24" MAIN SHERIDAN ST -- I95 TO 56TH AVENUE AND FROM 60TH AVENUE TO 64TH AVENUE
1966
12,999.35
5.68
73,852.64
4010
4012
OWTD
PROFESSIONAL SERVICES-WATER DISTRIBUTION SYSTEM-ANNEXED AREAS HLWD BLVD TO TAFT BETWEEN 441 AND TURNPIKE-HLWD BLVD TO PEMBROKE RD
1966
17,439.96
5.68
99,080.88
4010
4012
OWTD
WATER DISTRIBUTION SYSTEM-ANNEXED AREAS-HLWD BLVD TO TAFT ST BETWEEN 441 AND TURNPIKE-HLWD BLVD TO PEMBROKE RD BETWEEN 441 AND 52ND
1966
378,653.12
5.68
2,151,225.36
4010
4012
OWTD
PROFESSIONAL SERVICES-IN CONJUNC- TION WITH THE SOUTHSIDE &SOUTHBEACHFEEDER MAINS & MISC. IMPROVEMENTS IN OLDER SECTIONS OF THE DISTRIBU-
1966
35,551.54
5.68
201,977.40
4010
4012
OWTD
SOUTHSIDE & SOUTHBEACH FEEDER MAINSAND MISC. IMPROVEMENTS IN OLDER SECTIONS OF THE DISTRIBUTION SYSTEM
1966
643,436.34
5.68
3,655,526.65
4010
4012
OWTD
REENFORCEMENT OF WESTERN WATER CO. DISTRIBUTION SYSTEM & AREA SOUTH OFTAFT ST.-EAST OF 64TH AVE.-NORTH OFHLWD BLVD.-WEST OF TURNPIKE
1966
1,020.00
5.68
5,794.88
4010
4012
OWTD
REENFORCEMENT OF WESTERN WATER CO. DISTRIBUTION SYSTEM & AREA-SOUTH OFTAFT ST-EAST OF 64TH AVE-NORTH OF HLWD BLVD & WEST OF TURNPIKE
1966
528,324.15
5.68
3,001,544.82
4010
4012
OWTD
PROFESSIONAL SERVICES-WATER MASTER PLAN,& SUPERVISION-WESTERN WATER CO DISTRIBUTION SYSTEM REENFORCE- MENT1966
40,324.29
5.68
229,092.62
4010
4012
OWTD
PROFESSIONAL SERVICES- HOLLYWOOD HILLS WATER DISTRIBUTION SYSTEM- STAGE 3
1961
3,835.18
6.83
26,213.25
4010
4012
OWTD
HOLLYWOOD HILLS WATER DISTRIBUTION SYSTEM-STAGE 3
1962
74,959.20
6.64
497,653.44
4010
4012
OWTD
PROFESSIONAL SERVICES-HOLLYWOOD HILLS WATER DISTRIBUTION SYSTEM STAGE 4
1962
1,513.72
6.64
10,049.57
4010
4012
OWTD
HOLLYWOOD HILLS WATER DISTRIBUTION SYSTEM-STAGE 4
1962
29,333.39
6.64
194,744.11
4010
4012
OWTD
HOLLYWOOD HILLS WATER DISTRIBUTION SYSTEM STAGE 5
1964
1,986.66
6.19
12,287.58
4010
4012
OWTD
HOLLYWOOD HILLS WATER DISTRIBUTION SYSTEM-STAGE-5
1964
300,753.10
6.19
1,860,170.78
4010
4012
OWTD
PROFESSIONAL SERVICES-HOLLYWOOD HILLS WATER DISTRIBUTION SYSTEM STAGE 5
1964
17,918.06
6.19
110,823.97
4010
4012
OWTD
HOLLYWOOD HILLS WATER DISTRIBUTION SYSTEM-STAGE #6
1963
63,332.53
6.43
406,930.84
4010
4012
OWTD
PROFESSIONAL SERVICES- HOLLYWOOD HILLS WATER DISTRIBUTION SYSTEM STAGE #6
1963
3,759.96
6.43
24,158.89
4010
4012
OWTD
PURCHASE OF WESTERN WATER COMPANY DISTRIBUTION SYSTEM
1965
406,979.17
5.96
2,426,450.89
4010
4012
OWTD
PURCHASE OF WESTERN WATER COMPANY DISTRIBUTION SYSTEM FUTURES
1965
600,000.00
5.96
3,577,260.56
4010
4012
OWTD
PURCHASE OF WESTERN WATER CENTRAL BROWARD DRAINAGE DISTRICT ASSESS- MENTS
1966
4,458.71
5.68
25,331.07
4010
4012
OWTD
UTILITIES IMPROVEMENT,INSTALLATION OF SHERIDAN STREET WATER MAINS 18",24",30"
1958
549,923.06
7.63
4,194,485.61
4010
4012
OWTD
UTILITIES IMPROVEMENT INSTALLATION OF SHERIDAN ST WATER MAIN 18",24", AND 30"
1957
1,329.63
8.00
10,631.90
4010
4012
OWTD
UTILITIES IMPROVEMENT, INSTALLATIONOF SHERIDAN ST WATER MAINS 18",24" AND 30"
1958
130,163.75
7.63
992,811.57
4010
4012
OWTD
PROFESSIONAL SERVICES-1957 SHERIDANSTREET WATER MAINS-1957 WATER PLANTMODIFICATION-1957 SANITARY SEWER EXTENSION-1958 WATER SYSTEM EXTEN-
1959
79,152.78
7.26
574,945.14
4010
4012
OWTD
ENGINEERING SERVICES FOR DESIGN SERVICES ON EXPANSION OF MUNICIPAL WATER DISTRIBUTION SYSTEM TO SERVE HOLLYWOOD HILLS SUBDIVISION, 2ND
1960
14,564.27
7.03
102,324.60
4010
4012
OWTD
TO REIMBURSE SSSAR FUND FOR ENGINEERING FEES PAID SMITH AND GILLESPIE ON THE NOLAN CONTRACT WHICH WERE IN EXCESS OF THE AMOUNT
1959
1,267.64
7.26
9,207.81
4010
4012
OWTD
MISC ITEMS-EXPANSION OF MUNICIPAL WATER DISTRIBUTION SYSTEM TO SERVE HOLLYWOOD HILLS SUBDIVISION,2ND ADD
1959
5,088.16
7.26
36,959.07
4010
4012
OWTD
RELOCATION OF A SINGLE FAMILY STRUCTURE-WATER SYSTEM EXPANSION
1958
4,590.00
7.63
35,009.79
4010
4012
OWTD
PROFESSIONAL SERVICES FOR WATER SYSTEM EXPANSION
1958
8,015.40
7.63
61,136.70
4010
4012
OWTD
DISTRIBUTION SYSTEM-HOLLYWOOD HILLS
1960
175,757.09
7.03
1,234,821.54
4010
4012
OWTD
DISTRIBUTION SYSTEM HOLLYWOOD HILLSINSTALLATION OF 8" WATER LINE N. CIRCLE DRIVE-56TH AVENUE
1960
19,411.63
7.03
136,380.84
4010
4012
OWTD
DISTRIBUTION SYSTEM HOLLYWOOD HILLSGALVANIZED PIPE-PURCHASE
1960
21,618.19
7.03
151,883.53
4010
4012
OWTD
DISTRIBUTION SYSTEM HOLLYWOOD HILLS
1960
1,165.52
7.03
8,188.63
4010
4012
OWTD
DISTRIBUTION SYSTEM-HOLLYWOOD HILLSCONTRACT MATERIAL FOR WATER LINE HOLLYWOOD HILLS
1960
208,525.79
7.03
1,465,045.51
4010
4012
OWTD
PROFESSIONAL SERVICES-DISTRIBUTION SYSTEM HOLLYWOOD HILLS
1960
2,579.37
7.03
18,121.95
4010
4012
OWTD
DISTRIBUTION SYSTEM-HOLLYWOOD HILLSMATERIALS & INSTALLATION WATERLINES
1960
13,629.18
7.03
95,754.91
4010
4012
OWTD
DISTRIBUTION SYSTEM-HOLLYWOOD HILLSCONSTRUCTION
1960
51,911.92
7.03
364,719.04
4010
4012
OWTD
WATER DISTRIBUTION METERS & SETTINGS-VARIOUS YEARS
1964
99,725.47
6.19
616,806.29
4010
4012
OWTD
WATER DISTRIBUTION-METERS & SETTINGS-VARIOUS VOUCHERS
1968
68,160.84
5.01
341,642.19
4010
4012
OWTD
WATER DISTRIBUTION-METERS &SETTINGS
1966
3,584.23
5.68
20,362.93
A-12
Year
Original
Escalation
Current
Dept.
Div.
Asset Type
Cat.
Asset Description
Acquired
Cost
Factor
Cost
Appendix A. W
ater and W
astewater Utility System Asset List as of September 30, 2008
4010
4012
OWTD
WATER DISTRIBUTION-METERS AND SETTINGS
1967
59,559.59
5.39
321,045.05
4010
4012
OWTD
WATER DISTRIBUTION-METERS AND SETTINGS
1962
31,647.03
6.64
210,104.34
4010
4012
OWTD
WATER DISTRIBUTION-METERS AND SETTINGS
1963
29,517.90
6.43
189,661.52
4010
4012
OWTD
WATER DISTRIBUTION-METERS AND SETTINGS
1968
4,235.22
5.01
21,228.17
4010
4012
OWTD
WATER DISTRIBUTION-METERS AND SETTINGS
1969
67,257.14
4.56
306,828.24
4010
4012
OWTD
WATER DISTRIBUTION-METERS AND SETTINGS
1964
5,257.16
6.19
32,515.76
4010
4012
OWTD
WATER DISTRIBUTION-METERS AND SETTINGS
1965
56,087.30
5.96
334,398.14
4010
4012
OWTD
WATER DISTRIBUTION- METERS AND SETTINGS
1965
9,358.12
5.96
55,794.06
4010
4012
OWTD
WATER DISTRIBUTION-METERS AND SETTINGS
1959
75,553.45
7.26
548,800.54
4010
4012
OWTD
WATER DISTRIBUTION-METERS AND SETTINGS
1957
28,271.00
8.00
226,058.66
4010
4012
OWTD
WATER DISTRIBUTION-METERS AND SETTINGS
1970
52,333.33
4.19
219,383.14
4010
4012
OWTD
WATER DISTRIBUTION-METERS AND SETTINGS
1972
55,251.62
3.30
182,465.87
4010
4012
OWTD
WATER DISTRIBUTION-SERVICE CONNECTIONS
1964
4,008.07
6.19
24,790.08
4010
4012
OWTD
WATER DISTRIBUTION-SERVICE CONNECTIONS
1968
3,088.89
5.01
15,482.43
4010
4012
OWTD
WATER DISTRIBUTION-SERVICE CONNECTIONS
1967
162,384.70
5.39
875,304.94
4010
4012
OWTD
WATER DISTRIBUTION-SERVICE CONNECTIONS
1969
19,116.64
4.56
87,210.44
4010
4012
OWTD
WATER DISTRIBUTION FIRE HYDRANTS PROJECT # 1002 Z-11
1970
14,338.49
4.19
60,107.45
4010
4012
OWTD
WATER DISTRIBUTION-SERVICE CONNECTIONS
1972
29,409.58
3.30
97,123.75
4010
4012
OWTD
WATER DISTRIBUTION SERVICE CONNEC- TIONS
1974
10,566.41
3.63
38,389.07
4010
4012
OWTD
WATER DISTRIBUTION-HYDRANTS
1974
23,800.83
3.63
86,471.35
4010
4012
OWTD
WATER DISTRIBUTION-METERS AND SETTINGS
1974
22,865.01
3.63
83,071.40
4010
4012
OWTD
WATER DISTRIBUTION-METERS AND SETTINGS-PROJECT # 0912-26-0700
1971
33,322.13
3.66
122,016.75
4010
4012
OWTD
METERS & SETTINGS
1973
54,488.69
3.77
205,573.21
4010
4012
OWTD
HYDRANTS
1973
5,049.02
3.77
19,048.78
4010
4012
OWTD
SERVICE CONNECTIONS
1973
21,941.72
3.77
82,781.03
4010
4012
OWTD
TAPPING SLEEVES FOR FIRE HYDRANT 77TH AVE & 32ND &31ST STREETS
1973
410.00
3.77
1,546.84
4010
4012
OWTD
WATER UTILITY OPERATING FUND-WATER DISTRIBUTION-SERVICE CONNECTION
1975
12,752.74
3.35
42,748.38
4010
4012
OWTD
WATER UTILITY OPERATING FUND-WATER DISTRIBUTION-HYDRANTS
1975
20,273.95
3.35
67,960.18
4010
4012
OWTD
WATER UTILITY OPERATING FUND-WATER DISTRIBUTION-METERS AND SETTINGS
1975
20,783.69
3.35
69,668.88
4010
4012
OWTD
WATER MAIN ADJUSTMENTS US1 AND PEMBROKE RD TO YOUNG CIRCLE
1975
190,000.00
3.35
636,897.81
4010
4012
OWTD
ENGINEERING FEES-PBSJ-REYNOLDS- FISCAL AGENT-WALTON,LANTAFF-LEGAL FEES-PURCHASE OF EMERALD HILLS WATER & SEWER SYSTEM- 26-90-012
1975
761,570.84
3.35
2,552,856.86
4010
4012
OWTD
WATER SYSTEM-HOLLYWOOD GARDENS SUBDIVISION
1975
46,000.00
3.35
154,196.31
4010
4012
OWTD
VALVE VAULTS-HOLLYWOOD BLVD & 28TH AVE
1975
4,143.33
3.35
13,888.83
4010
4012
OWTD
WATER DISTRIBUTION-METERS AND SETTINGS
1976
23,357.41
3.07
71,746.93
4010
4012
OWTD
WATER DISTRIBUTION-SERVICE CONNECTIONS
1976
13,487.33
3.07
41,429.02
4010
4012
OWTD
WATER DISTRIBUTION HYDRANTS
1976
19,484.14
3.07
59,849.41
4010
4012
OWTD
WATER DISTRIBUTION-METERS AND SETTINGS
1977
35,204.30
2.90
102,136.77
4010
4012
OWTD
WATER DISTRIBUTION-SERVICE CONNEC- TION
1977
23,422.70
2.90
67,955.30
4010
4012
OWTD
WATER DISTRIBUTION-HYDRANTS
1977
32,639.89
2.90
94,696.75
4010
4012
OWTD
WATER DISTRIBUTION-METERS & SETTING
1978
32,273.49
2.66
85,997.28
4010
4012
OWTD
WATER DISTRIBUTION-SERVICE CONNECTIONS
1978
22,961.68
2.66
61,184.64
4010
4012
OWTD
WATER DISTRIBUTION-HYDRANTS
1978
28,566.51
2.66
76,119.51
4010
4012
OWTD
SHERIDAN HILLS-WATER SYSTEM (R77158
1978
15,500.00
2.66
41,301.94
4010
4012
OWTD
WATER DISTRIBUTION-METERS,SETTINGS
1979
33,715.71
2.45
82,761.41
4010
4012
OWTD
WATER DISTRIBUTION-SERVICE CONNECTIONS
1979
17,271.89
2.45
42,397.03
4010
4012
OWTD
WATER DISTRIBUTION-HYDRANTS
1979
39,138.71
2.45
96,073.16
4010
4012
OWTD
WATER DISTRIBUTION-METERS,SETTINGS
1980
27,135.77
2.28
61,952.58
4010
4012
OWTD
WATER DISTRIBUTION-SERVICE CONNEC- TIONS
1980
17,070.24
2.28
38,972.38
4010
4012
OWTD
WATER DISTRIBUTION-HYDRANTS
1980
2,044.99
2.28
4,668.83
4010
4012
OWTD
WATER DISTRIBUTION-METERS,SETTINGS
1981
29,850.66
2.07
61,689.51
4010
4012
OWTD
WATER DISTRIBUTION-SERVICE CONNECTIONS
1981
21,681.80
2.07
44,807.71
4010
4012
OWTD
WATER DISTRIBUTION-HYDRANTS
1981
5,787.97
2.07
11,961.45
4010
4012
OWTD
EXISTING DISTRIBUTION SYSTEM AS OF SEPTEMBER 30,1953
1953
1,568,772.64
9.65
15,136,564.28
4010
4012
OWTD
SERVICE CONNECTIONS
1982
13,695.98
1.91
26,129.36
4010
4012
OWTD
WATER DISTRIBUTION
1982
2,667.15
1.91
5,088.42
4010
4012
OWTD
METER SETTING
1982
22,421.00
1.91
42,775.07
A-13
Year
Original
Escalation
Current
Dept.
Div.
Asset Type
Cat.
Asset Description
Acquired
Cost
Factor
Cost
Appendix A. W
ater and W
astewater Utility System Asset List as of September 30, 2008
4010
4012
OWTD
WATER SERVICE CONST 40TH AVE FARRAGUT TO ATLANTA ST SIMMS ST 40TH AVE TO 38TH AVE SIMMS TO ATLANTA
1982
32,866.65
1.91
62,703.41
4010
4012
OWTD
WATER SYSTEM STUDY-ANALYSIS
1982
73,686.53
1.91
140,580.09
4010
4012
OWTD
WATER MAINS AT SHERIDAN ST
1983
81,879.22
1.99
162,947.81
4010
4012
OWTD
BOULEVARD HEIGHTS UTILITY SYSTEM- WATER DISTRIBUTION
1983
1,377,067.05
1.99
2,740,500.71
4010
4012
OWTD
CARRIAGE HILLS SYSTEM-WATER DISTRIBUTION
1983
353,073.33
1.99
702,651.12
4010
4012
OWTD
HYDRANTS
1983
727.16
1.99
1,447.12
4010
4012
OWTD
SERVICE CONNECTIONS
1983
13,451.53
1.99
26,769.89
4010
4012
OWTD
METER SETTING
1983
14,872.61
1.99
29,597.98
4010
4012
OWTD
METERS/SETTINGS
1984
23,319.74
2.00
46,576.24
4010
4012
OWTD
SERVICE CONNECTIONS
1984
21,444.43
2.00
42,830.71
4010
4012
OWTD
METERS/SETTINGS
1985
22,859.43
1.99
45,481.44
4010
4012
OWTD
SERVICE CONNECTIONS
1985
19,145.64
1.99
38,092.44
4010
4012
OWTD
HYDRANTS
1985
1,487.09
1.99
2,958.74
4010
4012
OWTD
TAFT STREET WATERMAIN (CONSTRUCTION& ENGINEERING DESIGN FEES)
1985
252,647.21
1.99
502,670.45
4010
4012
OWTD
BOULEVARD HEIGHTS UTILITY SYSTEM- SYSTEM CONNECTION-PHASE B HIGGINS- $433,064;ENGINEERING DESIGN-$83,103SYSTEM ISOLATION-$61,912)
1985
570,415.13
1.99
1,134,905.98
4010
4012
OWTD
18" KENNEDY FIRE HYDRANT EXTENSION
1985
212.85
1.99
423.49
4010
4012
OWTD
CONFLICT MANHOLE - SHERIDAN 12" WATERPIPE
1986
3,200.00
1.92
6,136.95
4010
4012
OWTD
SERVICE CONNECTIONS
1986
29,381.33
1.92
56,347.46
4010
4012
OWTD
METERS/SETTINGS
1986
30,925.93
1.92
59,309.69
4010
4012
OWTD
HYDRANTS
1987
184.59
1.87
345.28
4010
4012
OWTD
SERVICE CONNECTIONS
1987
18,957.91
1.87
35,461.70
4010
4012
OWTD
METER/SETTINGS
1987
27,202.65
1.87
50,883.89
4010
4012
OWTD
WATER METER - BETWEEN BOUGAINVILLEA& SURF RD. TO SERVICE SHOWERS BTWN BOUGAINVILLEA & IRIS TERRACE
1987
579.00
1.87
1,083.05
4010
4012
OWTD
METERS/SETTINGS
1988
22,813.83
1.86
42,499.86
4010
4012
OWTD
SERVICE CONNECTIONS
1988
12,691.17
1.86
23,642.36
4010
4012
OWTD
HYDRANTS
1988
2,481.81
1.86
4,623.36
4010
4012
OWTD
CENTRAL AREA WATER SYSTEM UPGRADE- WATER MAIN-NORTH SIDE OF SOUTH LAKE(SEE 33-01-021)
1988
109,960.00
1.86
204,844.35
4010
4012
OWTD
CENTRAL AREA WATER SYSTEM UPGRADE- 2" TO 6" SERVICE (WATER MAIN - SHERMAN/ARTHUR & DIXIE/N. 26TH AVE)(SEE 33-01-021)
1988
202,824.37
1.86
377,841.26
4010
4012
OWTD
METERS/SETTINGS
1989
13,938.77
1.84
25,686.15
4010
4012
OWTD
HYDRANTS
1989
500.68
1.84
922.65
4010
4012
OWTD
SERVICE CONNECTIONS
1989
8,049.51
1.84
14,833.51
4010
4012
OWTD
WATER MAIN-STIRLING ROAD(65-77 AVE)
1989
115,092.98
1.84
212,091.57
4010
4012
OWTD
METERS/SETTINGS
1990
36,784.03
1.81
66,723.10
4010
4012
OWTD
SERVICE CONNECTIONS
1990
6,730.64
1.81
12,208.81
4010
4012
OWTD
HYDRANTS
1990
1,764.73
1.81
3,201.07
4010
4012
OWTD
8" DIP WATER MAIN (7,700 L.F.) ON 21ST AVE BETWEEN SHERIDAN ST. & HOLLYWOOD BLVD
1990
343,026.44
1.81
622,220.76
4010
4012
OWTD
6" WATER MAIN-HARDING/SCOTT/DIXIE HWY/N 22ND AVE
1990
20,812.14
1.81
37,751.45
4010
4012
OWTD
HERSEY 8" X 4 CUBIC FT. WATER METER& TWO 8" GATE VALVES (MEMORIAL HOSPITAL
1991
6,165.00
1.80
11,067.93
4010
4012
OWTD
HYDRANTS
1991
590.00
1.80
1,059.22
4010
4012
OWTD
SERVICE CONNECTIONS
1991
8,739.20
1.80
15,689.35
4010
4012
OWTD
METERS/SETTINGS
1991
32,005.28
1.80
57,458.58
4010
4012
OWTD
WATER DISRIBUTION SYSTEM-9,800 L.F.12" PVC PIPE
1991
199,766.00
1.80
358,636.80
4010
4012
OWTD
WATER DISTRIBUTION SYSTEM-4,045 L.F8" PVC PIPE
1991
56,366.00
1.80
101,193.00
4010
4012
OWTD
WATER DISTRIBUTION SYSTEM-256 L.F. 6" PVC PIPE
1991
2,988.00
1.80
5,364.31
4010
4012
OWTD
WATER DISTRIBUTION SYSTEM-255 L.F./UNITS OF 16" DIP-FLANGED
1991
23,890.00
1.80
42,889.35
4010
4012
OWTD
WATER DISTRIBUTION SYSTEM-324 L.F./UNITS OF 16" DIP-RESTR. JOINT
1991
20,134.00
1.80
36,146.26
4010
4012
OWTD
WATER DISTRIBUTION SYSTEM-1,985 L.F/UNITS 16" PUSH-ON JOINTS
1991
69,619.00
1.80
124,985.91
4010
4012
OWTD
WATER DISTRIBUTION SYSTEM-13 UNITS 12" GATE VALVES W/BOX
1991
10,796.00
1.80
19,381.89
4010
4012
OWTD
WATER DISTRIBUTION SYSTEM-35 UNITS OF 8" GATE VALVES W/BOX
1991
17,235.00
1.80
30,941.73
4010
4012
OWTD
WATER DISTRIBUTION SYSTEM-27 FIRE HYDRANTS
1991
40,421.00
1.80
72,567.19
4010
4012
OWTD
WATER DISTRIBUTION SYSTEM-31 UNITS 2" BLOW OFF ASSEMBLY
1991
15,149.00
1.80
27,196.76
4010
4012
OWTD
WATER DISTRIBUTION SYSTEM-18.1 L.F.OF FITTINGS
1991
49,022.00
1.80
88,008.44
4010
4012
OWTD
WATER DISTRIBUTION SYSTEM-AIR RELEASE VALVE
1991
2,354.00
1.80
4,226.10
4010
4012
OWTD
WATER DISTRIBUTION SYSTEM-SAMPLING POINTS
1991
4,136.00
1.80
7,425.30
4010
4012
OWTD
WATER DISTRIBUTION CONNECTIONS- 40 L.F. 6" PVC PIPE/15 L.F. 16" DIP
1991
891.00
1.80
1,599.60
4010
4012
OWTD
WATER DISTRIBUTION CONNECTIONS- 135 L.F. 12" DIP WATER MAIN
1991
5,720.00
1.80
10,269.03
A-14
Year
Original
Escalation
Current
Dept.
Div.
Asset Type
Cat.
Asset Description
Acquired
Cost
Factor
Cost
Appendix A. W
ater and W
astewater Utility System Asset List as of September 30, 2008
4010
4012
OWTD
WATER DISTRIBUTION CONNECTIONS- 35 L.F. 10" DIP FORCE MAIN
1991
1,450.00
1.80
2,603.16
4010
4012
OWTD
WATER DISTRIBUTION CONNECTIONS- VARIOUS GATE VALVES W/BOX & 2" BLOWOFF ASSEMBLY
1991
4,587.00
1.80
8,234.97
4010
4012
OWTD
WATER DISTRIBUTION CONNECTIONS- FITTINGS
1991
3,372.00
1.80
6,053.70
4010
4012
OWTD
WATER DISTRIBUTION CONNECTIONS- 20" X 12" TAPPING SLEEVE & VALVE
1991
7,867.00
1.80
14,123.50
4010
4012
OWTD
WATER DISTRIBUTION CONNECTIONS- 8" X 6" TAPPING SLEEVE & VALVE
1991
3,272.00
1.80
5,874.17
4010
4012
OWTD
WATER DISTRIBUTION CONNECTION- CONNECTION TO EXISTING 6" WATER MAIN
1991
1,455.00
1.80
2,612.14
4010
4012
OWTD
WATER DISTRIBUTION CONNECTIONS- 10" X 6" METER ASSEMBLY W/VAULT & ASSEMBLY COMPLETE
1991
55,288.00
1.80
99,257.69
4010
4012
OWTD
WATER DISTRIBUTION CONNECTIONS- 6" X 3" METER ASSEMBLY W/VAULT COMPLETE
1991
64,645.00
1.80
116,056.17
4010
4012
OWTD
WATER DISTRIBUTION CONNECTIONS- OPEN CUT WATER MAIN
1991
31,633.00
1.80
56,790.23
4010
4012
OWTD
METERS/SETTINGS
1992
14,948.94
1.73
25,845.74
4010
4012
OWTD
SERVICE CONNECTIONS
1992
7,167.05
1.73
12,391.36
4010
4012
OWTD
HYDRANTS
1992
1,710.72
1.73
2,957.72
4010
4012
OWTD
6" WATER MAIN-PEMBROKE RD & S 26TH AVE AREA-INSTALLED BY CITY FORCES
1992
3,304.22
1.73
5,712.78
4010
4012
OWTD
3" BADGER TURBO II FIRE HYDRANT METER
1992
510.00
1.73
881.76
4010
4012
OWTD
3" BADGER TURBO II FIRE HYDRANT METER
1992
510.00
1.73
881.76
4010
4012
OWTD
3" BADGER TURBO II FIRE HYDRANT METER
1992
510.00
1.73
881.76
4010
4012
OWTD
3" BADGER TURBO II FIRE HYDRANT METER
1992
510.00
1.73
881.76
4010
4012
OWTD
SERVICE CONNECTIONS
1993
4,578.59
1.71
7,819.24
4010
4012
OWTD
METER/SETTINGS
1993
13,090.09
1.71
22,355.05
4010
4012
OWTD
CENTRAL AREA WATER SYSTEM UPGRADE- WATER LINE IMPROVEMENTS
1993
266,641.20
1.71
455,365.58
4010
4012
OWTD
SERVICE CONNECTIONS
1994
6,422.79
1.69
10,837.41
4010
4012
OWTD
METERS & SETTINGS
1994
21,668.55
1.69
36,562.13
4010
4012
OWTD
WATER MAIN & FIRE HYDRANT SYSTEM UPGRADE-SEMINOLE RESERVATION- CONSTRUCTION & PERMIT COSTS
1994
47,139.44
1.69
79,540.09
4010
4012
OWTD
OAK STREET WATER MAIN EXTENSION
1995
30,179.35
1.71
51,669.06
4010
4012
OWTD
WATER MAIN - DIXIE CORRIDOR .006301-$410,824.46;.003121-115.20
1997
410,939.66
1.57
644,671.50
4010
4012
OWTD
WATER MAIN IMPROVEMENTS - VARIOUS LOCATIONS
1997
351,482.37
1.57
551,396.44
4010
4012
OWTD
WATER MAIN IMPROVEMENTS POK-TYLER STS. (.003121 - $99,861.35; .006302- $582,185.12)
1999
682,046.47
1.50
1,025,747.83
4010
4012
OWTD
AIA WATER LINES REHABILITATION (76657.536.003121 - $70,832.02)
1999
280,546.46
1.50
421,921.28
4010
4012
OWTD
WATER MAIN IMPROVEMENT - FLETCHER ST & MOFFET ST/S 19TH TO S 20TH AVE
1999
20,555.54
1.50
30,914.02
4010
4012
OWTD
WATER MAIN IMPROVEMENT - WILEY ST &MAYO ST/ S 20TH AVE TO S 20TH CT
1999
20,555.50
1.50
30,913.96
4010
4012
OWTD
WATER MAIN IMPROVEMENT - TYLER ST &FILLMORE ST/N 32ND AVE TO N 31ST CT
1999
20,555.50
1.50
30,913.96
4010
4012
OWTD
WATER MAIN IMPROVEMENT - PIERCE ST & FILLMORE ST/N 32ND AVE TO N 31ST AVE
1999
20,555.50
1.50
30,913.96
4010
4012
OWTD
WATER MAIN IMPROVEMENT - PIERCE ST & JOHNSON ST/N 31ST AVE TO N 31ST CT
1999
20,555.50
1.50
30,913.96
4010
4012
OWTD
WATER MAIN IMPROVEMENT - PIERCE ST & JOHNSON ST/N 31ST RD TO N 31ST CT
1999
20,555.50
1.50
30,913.96
4010
4012
OWTD
WATER MAIN IMPROVEMENT - PIERCE ST & JOHNSON ST/N 31ST RD TO N 32ND AVE
1999
20,555.50
1.50
30,913.96
4010
4012
OWTD
WATER MAIN IMPROVEMENT - PIERCE ST & JOHNSON ST/N. 32ND AVE TO N 32ND CT
1999
20,555.50
1.50
30,913.96
4010
4012
OWTD
WATER MAIN IMPROVEMENT - HAYES ST &JOHNSON ST/N 31ST RD TO N 31ST CT
1999
20,555.50
1.50
30,913.96
4010
4012
OWTD
WATER MAIN IMPROVEMENT - HAYES ST &JOHNSON ST/N GOLF DR TO N 32ND AVE
1999
20,555.50
1.50
30,913.96
4010
4012
OWTD
WATER MAIN IMPROVEMENT - HAYES ST &ARTHUR ST/N 31ST CT TO N 31ST AVE
1999
20,555.50
1.50
30,913.96
4010
4012
OWTD
WATER MAIN IMPROVEMENT - HAYES ST & ARTHUR ST/N 32ND AVE TO N 31ST RD
1999
20,555.50
1.50
30,913.96
4010
4012
OWTD
WATER MAIN IMPROVEMENT - BUCHANAN ST & PIERCE ST/N PARK RD TO N GOLF DR
1999
20,555.50
1.50
30,913.96
4010
4012
OWTD
WATER MAIN IMPROVEMENT - LINCOLN ST& BUCHANAN ST/N PARK RD TO N GOLF DR
1999
20,555.50
1.50
30,913.96
4010
4012
OWTD
WATER MAIN IMPROVEMENT - GRANT ST &JOHNSON ST/N PARK RD TO N GOLF DR
1999
20,555.50
1.50
30,913.96
4010
4012
OWTD
WATER MAIN IMPROVEMENT - HAYES ST &GRANT ST/N PARK RD TO N GOLF DR
1999
20,555.50
1.50
30,913.96
4010
4012
OWTD
WATER MAIN IMPROVEMENT - GARFIELD ST & HAYES ST/N PARK RD TO N GOLF DR
1999
20,555.50
1.50
30,913.96
4010
4012
OWTD
WATER MAIN IMPROVEMENT - TAFT ST & ROOSEVELT ST/PARK RD TO N 31ST AVE
1999
20,555.50
1.50
30,913.96
4010
4012
OWTD
WATER MAIN IMPROVEMENT - WASHINGTONST & DEWEY ST/S 29TH AVE TO I-95
1999
20,555.50
1.50
30,913.96
4010
4012
OWTD
WATER MAIN IMPROVEMENT - CALLE LARGO & VAN BUREN ST/ENTRADA TO CALLE GRANDE
1999
20,555.50
1.50
30,913.96
4010
4012
OWTD
WATER MAIN IMPROVEMENT - HARRISON ST & VAN BUREN ST/CALLE LARGO TO CALLE GRANDE
1999
20,555.50
1.50
30,913.96
4010
4012
OWTD
WATER MAIN IMPROVEMENT - DEWEY ST &FUNSTON ST/S 13TH TO S 14TH AVE
1999
20,555.50
1.50
30,913.96
4010
4012
OWTD
WATER MAIN IMPROVEMENT - GRANT ST &HAYES ST/N 15TH TO 16TH AVE
1999
20,555.50
1.50
30,913.96
4010
4012
OWTD
WATER MAIN IMPROVEMENT - BUCHANAN ST & LINCOLN ST/N 56TH AVE TO COLUMBUS PKWY
1999
20,555.50
1.50
30,913.96
4010
4012
OWTD
WATER MAIN IMPROVEMENTS POLK-TYLER ST - ADDTNL CHGS
1999
6,344.98
1.50
9,542.38
4010
4012
OWTD
WATER MAIN A1A SHERIDAN-JOHNSON STS
2000
239,014.92
1.41
337,007.39
4010
4012
OWTD
A1A SERVICE IMPROVEMENTS
2000
38,220.00
1.41
53,889.62
4010
4012
OWTD
LARGE USERS METER UPGRADES
2000
210,519.00
1.41
296,828.58
A-15
Year
Original
Escalation
Current
Dept.
Div.
Asset Type
Cat.
Asset Description
Acquired
Cost
Factor
Cost
Appendix A. W
ater and W
astewater Utility System Asset List as of September 30, 2008
4010
4012
OWTD
WATER MAIN A1A B/W SHERIDAN & JOHNSON STS. (6204 - $11,554.26; 9997 - $22,035.89)
2000
33,590.15
1.41
47,361.60
4010
4012
OWTD
3A WATER MAIN - SHERIDAN ST TO MAPLE ST (3121 $61,307.10, 6204 $38,680.51, 6301 $1,409,315.30, 9997 $95784.12)
2001
1,762,484.17
1.43
2,522,764.97
4010
4012
OWTD
A-423 4-0 5 1/4 HYDRANT W/GREEN CAP
2002
886.00
1.38
1,224.42
4010
4012
OWTD
A-423 4-0 5 1/4 HYDRANT W/GREEN CAP
2002
886.00
1.38
1,224.42
4010
4012
OWTD
A-423 4-0 5 1/4 HYDRANT W/GREEN CAP
2002
886.00
1.38
1,224.42
4010
4012
OWTD
A-423 4-0 5 1/4 HYDRANT W/GREEN CAP
2002
886.00
1.38
1,224.42
4010
4012
OWTD
A-423 4-0 5 1/4 HYDRANT W/GREEN CAP
2002
886.00
1.38
1,224.42
4010
4012
OWTD
A-423 4-0 5 1/4 HYDRANT W/GREEN CAP
2002
886.00
1.38
1,224.42
4010
4012
OWTD
A-423 4-0 5 1/4 HYDRANT W/GREEN CAP
2002
886.00
1.38
1,224.42
4010
4012
OWTD
A-423 4-0 5 1/4 HYDRANT W/GREEN CAP
2002
886.00
1.38
1,224.42
4010
4012
OWTD
A-423 4-0 5 1/4 HYDRANT W/GREEN CAP
2002
886.00
1.38
1,224.42
4010
4012
OWTD
WESTBROOK - MAPLE RIDGE (6204 $12,082.91; 6301 $120,292.15; 9997 $15,607.65)
2002
147,982.71
1.38
204,506.32
4010
4012
OWTD
ELEVATED STORAGE TANKS (6204 $4,469.60; 6301 $77,600; 9997 $11,913.98)
2001
93,983.58
1.43
134,525.17
4010
4012
OWTD
WATER MAIN REPLACEMENT & ALLEY PAVING (6204 $30,564.81; 6303 #359,295.81; 9997 $47,347.83)
2001
437,208.45
1.43
625,806.56
4010
4012
OWTD
WATER MAIN REPLACEMENT & ALLEY PAVING (3121 $15,915; 6204 $426.14; 9997 $2,823.79)
2001
19,164.93
1.43
27,432.08
4010
4012
OWTD
WATER MAIN REPLACEMENT & ALLEY PAVING (6204 - $1,994.03; 6301 - $118,516.42; 9997 - $12,673.70)
2004
133,184.15
1.26
167,204.04
4010
4012
OWTD
JOHNSON ST/FEC WATER MAIN REPLACEMENT (3121 - $44,284.55; 6204 - $5,645.48; 6302 - $156,028.95; 9997 - $22,116.38)
2004
228,075.36
1.26
286,333.79
4010
4012
OWTD
WATER MAIN REPLACEMENT - HOLLYWOOD BLVD (6204 - $1,258.13; 6301 - $275,000; 9997 - $37,853.76)
2004
314,111.89
1.26
394,347.06
4010
4012
OWTD
35TH AVE VALVE REPLACEMENT (6204-$6,556.87; 6301-$353,426.38; 9997-$108,538.74)
2005
468,521.99
1.20
561,597.00
4010
4012
OWTD
F6/F7 WELLHEAD & VAULT
2008
170,600.33
1.00
170,249.49
4010
4012
OWTD
RAW WATERLINE PIPING (3121 $67,219.77; 6301 $189,336.67; 9997 $34,766.44)
2007
291,322.88
1.10
320,670.81
4010
4012
OWTD
RAW WATERLINE PIPING (6301-66,165; 9997-13,115.34)
2007
79,280.34
1.10
87,267.06
4010
4012
OWTD
LEE ST. DISTRIBUTION UPGRADE (3121-150; 6301-98,435.19; 6204-14,898.10; 9997-3,618.05)
2008
117,101.34
1.00
116,860.52
4010
4012
OWTD
RESTORATION OF ELEVATED WATER TANKS
1998
1,201,846.10
1.53
1,844,362.24
4010
4012
OWTD
RESTORATION OF ELEVATED WATER TANKS(.003121-$39,572.08;.005224- $14,936.83;.013121-$264,907.58)
1998
319,416.49
1.53
490,178.99
Subtotal
26,040,472.14
$
98,544,924.02
$
4040
4041
BWWTP
PROFESSIONAL SERVICES FOR ENGI- NEERING DESIGN OF SECONDARY SEWER TREATMENT PLANT
1971
5,598.70
$
3.66
20,500.94
$
4040
4041
OWWTP
INFLUENT PUMP STATION (6204 - $101,759.77; 6301 - $4,250,000; 9997 - $613,027.70)
2003
4,964,787.47
1.32
6,570,099.28
4040
4041
OWWTP
INFLUENT PUMP STATION (3121 - $404,885.36; 6204 - $21,900.81; 9997 - $157.77)
2003
426,943.94
1.32
564,991.77
4040
4041
OWWTP
INFLUENT PUMP STATION - 1999 UPGRADES (3121 - $1,865,829.48; 6204 - $320,530.10; 6301 - $2,938,979.75; 9997 - $505,010.06)
2003
5,630,349.39
1.32
7,450,863.65
4040
4041
OWWTP
INFLUENT PUMP STATION (3121 3,041.49; 9997 602.88)
2007
3,644.37
1.10
4,011.50
4040
4041
OWWTP
INFLUENT PUMP STATION (3121 $2,012.47; 9997 $828.53)
2006
2,841.00
1.18
3,361.12
4040
4041
OWWTP
SINGLE 18" LINE STOP ON DIP SEWAGE MAIN - LIFT STATION W-15 (784. - $11,020.00)
2001
22,490.00
1.43
32,191.49
4040
4041
BWWTP
PROFESSIONAL SERVICES,SEWER PLANT STUDY
1971
11,734.02
3.66
42,966.85
4040
4041
BWWTP
PROFESSIONAL SERVICES,SEWER PLANT STUDY
1972
35,202.06
3.30
116,253.15
4040
4041
BWWTP
SEWER TREATMENT PLANT-PROFESSIONAL SERVICES,DESIGN AND GENERAL SUPER- VISION
1971
247,164.66
3.66
905,051.01
4040
4041
BWWTP
SEWER TREATMENT PLANT 1968-MODIFI- CATION-EFFLUENT PUMP STATION
1970
106,916.00
4.19
448,195.59
4040
4041
BWWTP
SEWER TREATMENT PLANT-1968 MODIFI- CATION -SCREENING FACILITY
1970
113,880.00
4.19
477,388.92
4040
4041
BWWTP
SEWER TREATMENT PLANT-1968 MODIFI- CATION-INFLUENT LIFT STATION
1970
303,972.00
4.19
1,274,261.19
4040
4041
BWWTP
SEWER TREATMENT PLANT-1968 MODIFI CATION-GRIT REMOVAL FACILITIES
1970
248,492.00
4.19
1,041,687.10
4040
4041
BWWTP
SEWER TREATMENT PLANT-1968 MODIFI- CATION-CENTRIFUGE BUILDING
1970
99,572.00
4.19
417,409.28
4040
4041
BWWTP
SEWER TREATMENT PLANT-1968 MODIFI- CATION-TRANSFORMER BUILDING
1970
13,140.00
4.19
55,083.34
4040
4041
BWWTP
SEWER TREATMENT PLANT-1968 MODIFI- CATION- BUILDING SPECIALITIES
1970
93,148.00
4.19
390,479.65
4040
4041
BWWTP
WASTEWATER TREATMENT PLANT-MODIFI- CATION-CONSTRUCTION
1976
19,797,601.15
3.07
60,812,267.58
4040
4041
BWWTP
WASTEWATER TREATMENT PLANT MODIFI- CATION- ENGINEERING SERVICES
1976
22,301.70
3.07
68,504.10
4040
4041
BWWTP
WASTEWATER TREATMENT PLANT MODIFI- CATION- ENGINEERING DESIGN.
1976
1,091,250.11
3.07
3,351,991.65
4040
4041
BWWTP
WASTEWATER TREATMENT PLANT MODIFI- CATION-ENGINEERING INSPECTION
1976
331,467.63
3.07
1,018,168.72
4040
4041
BWWTP
WASTEWATER TREATMENT PLANT MODIFI- CATION-OPERATIONS & MAINTENANCE MANUAL
1976
46,670.95
3.07
143,359.10
4040
4041
BWWTP
WASTEWATER TREATMENT PLANT-MODIFI- CATION-OTHER TECHNICAL SERVICES
1976
19,367.50
3.07
59,491.13
4040
4041
BWWTP
WASTEWATER TREATMENT PLANT MODIFI- CATION-LAND ACQUISITION-APPRAISAL COSTS
1976
14,805.75
3.07
45,478.80
4040
4041
BWWTP
WASTEWATER TREATMENT PLANT MODIFI- CATION-PRELIMINARY EXPENSES
1976
5,333.42
3.07
16,382.66
4040
4041
BWWTP
WASTEWATER TREATMENT PLANT MODIFI- CATION-ENGINEERING STUDY
1976
57,500.00
3.07
176,622.68
4040
4041
BWWTP
WASTEWATER TREATMENT PLANT UPGRADE -SCREEN BUILDING
1988
466,000.00
1.86
868,110.81
4040
4041
BWWTP
WASTEWATER TREATMENT PLANT UPGRADE-CONSTRUCTION-GRIT CHAMBER #3 (PRIORYEAR DEPRECIATION-$36,886 RECORDED IN FY1985 & 1986)DER GRANT-$831,189
1988
1,100,000.00
1.86
2,049,188.61
4040
4041
BWWTP
WASTEWATER TREATMENT PLANT UPGRADE-DEGRITTING FACILITY
1988
363,000.00
1.86
676,232.24
A-16
Year
Original
Escalation
Current
Dept.
Div.
Asset Type
Cat.
Asset Description
Acquired
Cost
Factor
Cost
Appendix A. W
ater and W
astewater Utility System Asset List as of September 30, 2008
4040
4041
BWWTP
WASTEWATER TREATMENT PLANT- LUNCHROOM/LOCKER ROOM BUILDING (46' X 28')
1988
29,970.80
1.86
55,832.57
4040
4041
BWWTP
CLARIFIER (#__)
1990
2,406,659.15
1.81
4,365,474.82
4040
4041
BWWTP
CLARIFIER (#__)
1990
2,406,659.15
1.81
4,365,474.82
4040
4041
BWWTP
STEEL PIPES & FITTING FOR FLOW DISTRIBUTION STATION & SECONDARY CLARIFIERS
1989
63,366.27
1.84
116,770.39
4040
4041
BWWTP
SECONDARY CLARIFIERS-PUMPS, MOTORS & DRIVES
1989
615,608.98
1.84
1,134,434.76
4040
4041
BWWTP
A/C BUILDING FOR DRY POLYMER
1991
9,244.86
1.80
16,597.15
4040
4041
BWWTP
WWTP UPGRADE -RETURN SLUDGE SYSTEM
1991
467,326.93
1.80
838,984.78
4040
4041
BWWTP
WWTP-EFFLUENT PUMP UPGRADE- STRUCTURAL & MECHANICAL COSTS
1991
369,310.48
1.80
663,017.37
4040
4041
BWWTP
WWTP UPGRADE-FLOW DISTRIBUTION STATION-SITE PREPARATION,STRUCTURAL& MECHANICAL COSTS
1991
210,829.15
1.80
378,498.30
4040
4041
BWWTP
WWTP-FOUR CLARIFIERS REHABILITATIONCONSTRUCTION COSTS
1991
931,799.19
1.80
1,672,844.62
4040
4041
BWWTP
WWTP-FOUR CLARIFIERS REHABILITATIONENGINEERING DESIGN & ENGINEERING INSPECTION COSTS
1991
14,617.13
1.80
26,241.91
4040
4041
BWWTP
WWTP-RETURN ACTIVATED SLUDGE SYSTEM(SEE FA#32452 FOR OTHER COSTS)
1992
21,959.77
1.73
37,967.01
4040
4041
BWWTP
WWTP UPGRADE-FLOW DISTRIBUTION STATION (SEE FA#32454 FOR OTHER COSTS)
1992
14,725.45
1.73
25,459.34
4040
4041
BWWTP
WWTP-SLUDGE THICKENING BUILDING- ENGINEERING DESIGN
1993
5,000.00
1.71
8,538.92
4040
4041
BWWTP
WWTP-LIME SLUDGE STABILIZATION FACILITY-ENGINEERING DESIGN-UCIP
1993
960.69
1.71
1,640.65
4040
4041
BWWTP
WTTP-RECLAIMED WATER SYSTEM INFRASTRUCTURE-ENGINEERING/DESIGN SERVICES
1994
201,517.03
1.69
340,026.99
4040
4041
BWWTP
WWTP-ECO GRANDE GOLF COURSE RELOCATION/REUSE AREA & FACILITY- ENGINEERING SERVICES
1994
66,910.64
1.69
112,900.75
4040
4041
BWWTP
WWTP-ECO GRANDE GOLF COURSE RELOCATION/REUSE AREA & FACILITY- CONSTRUCTION
1994
954,910.90
1.69
1,611,255.76
4040
4041
BWWTP
REUSE STORAGE & PUMPING STATION (46301-$2,153,906.09; 6204-$661.08;$1,943.64; 23121-$252,566.82)
1995
2,409,077.63
1.71
4,124,501.97
4040
4041
EWWTP
SEWER TREATMENT PLANT-1968 MODIFI- CATION-SQUARE X CLARIFIERS
1970
116,216.00
4.19
487,181.51
4040
4041
EWWTP
SEWER TREATMENT PLANT-1968 MODIFI- CATION-RECIRCULATION BOX (NOT IN SERVICE)
1970
41,782.56
4.19
175,153.94
4040
4041
EWWTP
SEWER TREATMENT PLANT-1968 MODIFI- CATION-EFFLUENT METER
1970
11,972.00
4.19
50,187.04
4040
4041
EWWTP
SEWER TREATMENT PLANT-50 TON SHOP PRESS WITH ACCESSORIES
1978
1,306.72
2.66
3,481.94
4040
4041
EWWTP
SEWER TREATMENT PLANT- GALEN PROFESSIONAL MICROSCOPE
1978
935.00
2.66
2,491.44
4040
4041
EWWTP
SEWER TREATMENT PLANT-DOUBLE WING PICK RACKS WITH BINS
1978
1,136.05
2.66
3,027.17
4040
4041
EWWTP
SEWER TREATMENT PLANT-FLEXIBLE SAFETY STRIP FOR WELDING SHOP
1978
1,585.00
2.66
4,223.46
4040
4041
EWWTP
SEWER TREATMENT PLANT-SHELVES,POSTS& HOOKS
1978
1,330.31
2.66
3,544.80
4040
4041
EWWTP
SEWER TREATMENT PLANT-MECHANICS TOOL SET
1979
997.50
2.45
2,448.55
4040
4041
EWWTP
WASTEWATER TREATMENT PLANT- PIPE & BOLT THREADING MACHINE
1979
1,560.00
2.45
3,829.31
4040
4041
EWWTP
WASTEWATER TREATMENT PLANT- WALL CABINET ASSEMBLY CURTIS MATHESON SCIENTIFIC
1978
2,340.00
2.66
6,235.26
4040
4041
EWWTP
WASTEWATER TREATMENT PLANT-STARTER LATHE BASE
1979
12,399.00
2.45
30,435.62
4040
4041
EWWTP
WASTEWATER TREATMENT PLANT UPGRADE-SCREEN BLDG.-VARIOUS EQUIPMENT
1988
420,000.00
1.86
782,417.47
4040
4041
EWWTP
WASTEWATER TREATMENT PLANT UPGRADE-GRIT CHAMBER #3-VARIOUS EQUIPMENT
1988
332,000.00
1.86
618,482.38
4040
4041
EWWTP
WASTEWATER TREATMENT PLANT UPGRADE-DEGRITTING FACILITY-VARIOUS EQUIPMENT
1988
250,000.00
1.86
465,724.68
4040
4041
EWWTP
WASTEWATER TREATMENT PLANT UPGRADE-DEGRITTING FACILITY-INSTRUMENTATION& CONTROLS
1988
303,296.00
1.86
565,009.74
4040
4041
OWWTP
SEWER TREATMENT PLANT-1968 MODIFI- CATION-PLANT PIPING OUTSIDE
1970
117,731.00
4.19
493,532.44
4040
4041
OWWTP
SEWER TREATMENT PLANT-1968 MODIFI- CATION-SITE WORK
1970
31,828.00
4.19
133,424.08
4040
4041
OWWTP
SEWER TREATMENT PLANT-1968 MODIFI- CATION-MISCELLANEOUS METALS
1970
133,444.00
4.19
559,401.89
4040
4041
OWWTP
SEWER TREATMENT PLANT-1968 MODIFI- CATION-VENTILATION,AIR CONDITIONING& PLUMBING
1970
34,426.80
4.19
144,318.34
4040
4041
OWWTP
SEWER TREATMENT PLANT-1968 MODIFI- CATION-PRINTING
1970
122,932.00
4.19
515,335.22
4040
4041
OWWTP
WASTEWATER TREATMENT PLANT MODIFI- CATION-CONSULTANTS-CLARIFIER-TANKS
1979
2,810.51
2.45
6,898.91
4040
4041
OWWTP
WASTEWATER TREATMENT PLANT MODIFI- CATION INDUSTRIAL COST RECOVERY SYSTEM
1979
11,492.34
2.45
28,210.06
4040
4041
OWWTP
ACCESS CATWALK SEWER TREATMENT PLANT-WET WELL
1973
1,224.14
3.77
4,618.40
4040
4041
OWWTP
SEWER TREATMENT PLANT-LAND IMPROVE-MENTS
1971
4,974.64
3.66
18,215.80
4040
4041
OWWTP
WASTEWATER TREATMENT PLANT-FLOATING AERATOR PLATFORM-SLUDGE STORAGE- REMOVAL, RENOVATION & REPLACEMENT1979
26,951.72
2.45
66,157.95
4040
4041
OWWTP
WASTEWATER TREATMENT PLANT SLUDGE LINE AND STORAGE TANK PIPE MODIFIED
1980
6,640.74
2.28
15,161.21
4040
4041
OWWTP
SEWER PLANT SLUDGE TREATMENT BOILERS-CONVERSION TO GAS FIRED
1980
11,217.41
2.28
25,610.02
4040
4041
OWWTP
WASTEWATER TREATMENT PROGRAM-PRE- TREATMENT PROGRAM-PREPARATION OF STUDY
1981
2,495.71
2.07
5,157.65
4040
4041
OWWTP
WASTEWATER TREATMENT PLANT-REROUTE BACKWASH-DAVID LAKE TO TREATMENT PLANT
1981
4,395.93
2.07
9,084.65
4040
4041
OWWTP
DESIGN CONFORMANCE CORRECTION RELOCATE GATES ON FOUR CLARIFIERS
1981
51,789.09
2.07
107,027.57
4040
4041
OWWTP
CONSULTANT-OXYGENATION TANK
1981
10,956.93
2.07
22,643.64
4040
4041
OWWTP
INSTALLATION-FRESH WATER SUPPLY LINE 3" METER
1982
3,316.77
1.91
6,327.78
4040
4041
OWWTP
CRYOGENIC OXYGEN PLANT
1982
7,802.50
1.91
14,885.71
4040
4041
OWWTP
WINDOWS INSTALLED IN MINI BLINDS COLOR IN RESTROOM & MAIN CONTROL BLDG
1983
300.00
1.99
597.03
4040
4041
OWWTP
ODOR CONTROL PLANNING/INSTALLATION COSTS (ALSO SEE FA #31504 FOR OTHERCOSTS)
1983
530,171.90
1.99
1,055,094.93
4040
4041
OWWTP
VERTICAL PUMP WITH BASE, COUPLING AND GUARD
1983
10,644.11
1.99
21,182.84
A-17
Year
Original
Escalation
Current
Dept.
Div.
Asset Type
Cat.
Asset Description
Acquired
Cost
Factor
Cost
Appendix A. W
ater and W
astewater Utility System Asset List as of September 30, 2008
4040
4041
OWWTP
WASTEWATER ODOR CONTROL FACILITIES-CONSTRUCTION (SEE FA#31504-$67,775;FA#31548-$530,171.90).
1984
5,916.42
2.00
11,816.80
4040
4041
OWWTP
WASTEWATER PLANT MODIFICATIONS-OXY-GEN COMPRESSOR-INTER $646,893; LIT-IGATION FEES (FRATES, FLOYD, ETC.) $176,938; BACKUP OXYGEN GENERATOR
1984
879,958.28
2.00
1,757,530.36
4040
4041
OWWTP
WASTEWATER TREATMENT PLANT-UPGRADE PROJECT (ENGINEERING DESIGN)
1985
145,281.30
1.99
289,053.72
4040
4041
OWWTP
WASTEWATER TREATMENT PLANT EXPANSION DESIGN-EPA GRANT 120594 070;ENGINEERING DESIGN FEES) &(201 AMENDMENT-CAMP, DRESSER & MCKEE)
1985
268,439.17
1.99
534,090.35
4040
4041
OWWTP
WASTEWATER TREATMENT PLANT- CENTRFUGAL PRIMING PUMP(BARNEY PUMP-$6520) & SELF-PRIMING PUMP(POWER &PUMPS-$4449)
1985
10,970.20
1.99
21,826.46
4040
4041
OWWTP
LUXAIRE 15 TON ROOF-TOP A/C
1987
8,980.00
1.87
16,797.53
4040
4041
OWWTP
WASTEWATER TREATMENT PLANT-BY-PASS INFLUENT PUMP STATIONS - ENGINEERING DESIGN (UCIP)
1987
45,941.76
1.87
85,936.32
4040
4041
OWWTP
WASTEWATER TREATMENT PLANT UPGRADE-SCRUBBER SYSTEM
1988
989,000.00
1.86
1,842,406.85
4040
4041
OWWTP
GRIT CHAMBERS #1 & 2 - RENOVATION
1988
600,000.00
1.86
1,117,739.24
4040
4041
OWWTP
WASTEWATER TREATMENT PLANT UPGRADE-RENOVATION OF PUMP STATION
1988
40,000.00
1.86
74,515.95
4040
4041
OWWTP
WASTEWATER TREATMENT PLANT UPGRADE-YARD WORK (PIPING, PARKING LOT, FENCING, ETC.)
1988
651,133.74
1.86
1,212,996.22
4040
4041
OWWTP
WASTEWATER TREATMENT PLANT BY-PASS-PUMP & FORCE MAIN- CONSTRUCTION (SEE FA#31876 FOR PRIOR COSTS) (FY88-$64.20)1989
2,169,707.48
1.84
3,998,303.56
4040
4041
OWWTP
WASTEWATER TREATMENT PLANT UPGRADE-HEADWORKS-GENERAL IMPROVEMENTS
1989
43,568.29
1.84
80,286.97
4040
4041
OWWTP
FENCE & ELECTRIC GATE OPERATOR
1991
7,816.68
1.80
14,033.16
4040
4041
OWWTP
WWTP-CENTRAL PLANT DRAIN-STRUCTURALSITE PREPARATION & MECHANICAL COSTS
1991
110,767.22
1.80
198,858.67
4040
4041
OWWTP
WWTP EXPANSION (PHASE I)ENGINEERING & DESIGN SERVICES-$911,626;VALUE ENGINEERING STUDY-$44,473;DESIGN & CONSTRUCTION-$1,007,945;ENGINEERING
1991
2,021,376.11
1.80
3,628,945.16
4040
4041
OWWTP
WWTP LIME STABILIZATION-ENGINEERINGDESIGN & INSPECTION
1991
14,469.78
1.80
25,977.37
4040
4041
OWWTP
WWTP UPGRADE RETURN ACTIVATED SLUDGE SYSTEM-ENGINEERING DESIGN
1991
41,553.98
1.80
74,601.22
4040
4041
OWWTP
WWTP EXPANSION SLUDGE PROCESSING- ENGINEERING DESIGN, ENGINEERING SERVICE, INSPECTION SERVICES & GEOTECHNICAL SERVICES
1991
358,226.58
1.80
643,118.62
4040
4041
OWWTP
WWTP EXPANSION-PHASE I-CONSULTING SERVICES/PROJECT MANAGEMENT (SEE FA#32456/#32580 FOR OTHER COSTS)
1992
28,622.73
1.73
49,486.84
4040
4041
OWWTP
WWTP-INTERIM UPGRADE (CONTRACT #5)-ENGINEERING DESIGN (UCIP) (SEE FA#32458/#32578 FOR OTHER COSTS)
1992
95,832.27
1.73
165,687.75
4040
4041
OWWTP
WWTP UPGRADE-CENTRAL PLANT DRAIN (SEE FA#32455 FOR OTHER COSTS)
1992
733,525.03
1.73
1,268,216.98
4040
4041
OWWTP
WWTP-SLUDGE PROCESSING EXPANSION- CONSTRUCTION/INSPECTION SERVICES (SEE FA#32459/32581 FOR OTHER COSTS
1992
20,755.07
1.73
35,884.16
4040
4041
OWWTP
WWTP INTERIM UPGRADE (CONTRACT #5)-CAPITALIZED INTEREST COSTS
1992
151,001.61
1.73
261,071.94
4040
4041
OWWTP
WWTP EXPANSION PHASE I-CAPITALIZED INTEREST COSTS RELATED TO ENGINEER INSPECTION
1992
4,731.92
1.73
8,181.18
4040
4041
OWWTP
WWTP EXPANSION PHASE I-CAPITALIZED INTEREST COSTS RELATED - CONSULTINGSERVICES
1992
680.15
1.73
1,175.94
4040
4041
OWWTP
WWTP SLUDGE PROCESSING-CAPITALIZED INTEREST RELATED TO CONSTRUCTION INSPECTION
1992
1,874.04
1.73
3,240.09
4040
4041
OWWTP
WWTP-EXPANSION-PHASE I-VALUE ENGINEERING STUDY (SEE FA#32456 FOR OTHER RELATED COSTS)
1993
59,940.00
1.71
102,364.57
4040
4041
OWWTP
WWTP-INTERIM UPGRADE-RETURN ACTIVATED SLUDGE (SEE FA#32572 FOR OTHER COSTS)
1993
6,470.00
1.71
11,049.36
4040
4041
OWWTP
WWTP-INTERIM UPGRADE (CONTRACT #5) ENGINEERING SERVICES-(SEE FA#32573 FOR OTHER COSTS)
1993
49,738.23
1.71
84,942.15
4040
4041
OWWTP
WWTP-LIME SLUDGE STABILIZATION FACILITY-CAPITALIZED INTEREST RELATED TO PROJECT
1993
6,742.89
1.71
11,515.40
4040
4041
OWWTP
WWTP EXPANSION PHASE 1-PRELIMINARY ENGINEERING DESIGN SERVICES
1993
45,780.00
1.71
78,182.35
4040
4041
OWWTP
WTTP EXPANSION PHASE 1-ENGINEERING SERVICES
1994
166,130.27
1.69
280,317.62
4040
4041
OWWTP
WWTP INTERIM UPGRADE-CONTRACT #5- CAPITALIZED INTEREST
1993
1,120.88
1.71
1,914.22
4040
4041
OWWTP
WWTP-CHLORINATION UPGRADE- ENGINEERING SERVICES (R92-415)
1993
52,986.22
1.71
90,489.02
4040
4041
OWWTP
WWTP-CHLORINATION UPGRADE- ENGINEERING SERVICES (R93-491)
1994
21,906.27
1.69
36,963.24
4040
4041
OWWTP
WWTP-RECLAIMED WATER SYSTEM/REUSE INFRASTRUCTURE-CAPITALIZED INTEREST
1994
8,400.35
1.69
14,174.21
4040
4041
OWWTP
WWTP-ECO GRANDE GOLF COURSE RELOCATION/REUSE FACILITY- CAPITALIZED INTEREST
1994
23,599.00
1.69
39,819.45
4040
4041
OWWTP
CHLORINATION UPGRADE - .6301- UPDATE ASSET TRANSACTION 13121-$66,391.48;23117-$986,242.65;23121-$620,728.23;43121-$83,565.33;
1996
12,218,927.84
1.61
19,642,246.03
4040
4041
OWWTP
WWTP EXPANSION - PHASE I (.063121- $565,649.89; .006204 - 4274,487.48;.053121- $90.00; .083121- $9,175.08
1997
849,402.45
1.57
1,332,520.56
4040
4041
OWWTP
SWITCHGEAR BUILDING RENOVATION - .003121-$25,916;.004635-$106,193.88;.013121-$9,970)
1997
142,079.88
1.57
222,891.24
4040
4041
OWWTP
WWTP RELIABILITY UPGRADE-CONTRACT 66301-11371703.65;3117-955729.65; 6204-1930915.57;13117-622669.19; 13121-923769.05;23121-904272.35;
1997
17,718,693.15
1.57
27,796,626.91
4040
4041
OWWTP
WWTP OPERATIONS CENTER UPGRADE (16201-5053417.25;3117-495900.74; 3121-364093.80;6201-79541.60;6204- 196138.21;13121-33873.60)
1997
6,222,965.20
1.57
9,762,426.63
4040
4041
OWWTP
CON.12 WWTP POST LIME STABILIZATION3117-1307426.05;3121-550839.67;6204-601710.28;6301-7491756.91;13121-1758983;16453-77037.3;23121-6330.49;2
1999
14,071,395.16
1.50
21,162,345.43
4040
4041
OWWTP
POST LIME STATBILIZATION (ADDTNL CHGS) CONTRACT 12 (3117-$11,159.42;3121-$4,346.68)
1999
15,506.10
1.50
23,320.04
4040
4041
OWWTP
WWTP PAVING, DRAINAGE & LIGHTING (3121 - $290,939.00)
2000
2,142,634.82
1.41
3,021,082.43
4040
4041
OWWTP
ROOF REPLACEMENT (3121 - $2,160; 6302 - $82,240.15)
2000
84,400.15
1.41
119,002.92
4040
4041
OWWTP
WWTP PAVING, DRAINAGE & LIGHTING (3121 - $1,268.88; 6204 - $106,829.50; 9997 - $26,539.98)
2000
134,638.36
1.41
189,838.03
4040
4041
OWWTP
ADDITIONAL ENGINEERING - CHLORINATION UPGRADE
2000
199,116.45
1.41
280,751.16
4040
4041
OWWTP
ADDITIONAL ENGINEERING - WWTP RELIABILITY UPGRADE (3117 - $976.53; 13117 - $67,357.45)
2000
68,333.98
1.41
96,349.87
4040
4041
OWWTP
ADDITIONAL ENGINEERING - REUSE SYSTEM - 201 FACILITY PLAN
2000
44,962.50
1.41
63,396.44
4040
4041
OWWTP
WWTP REMOTE TELEMETRY (3121 - $7,169.52; 4991 - $170; 6204 - $15,752.39; 6301 - $78,317.56; 13121 - $54,616.86; 23121 - $613,250)
2000
769,276.33
1.41
1,084,667.90
4040
4041
OWWTP
ADDITIONAL ENGINEERING - POST LIME STABILIZATION (3121 - $14,358.42; 9997 - $1,148.59)
2000
15,507.01
1.41
21,864.65
4040
4041
OWWTP
SOUTH ELECTRIC SERVICE UPGRADE (3121 $69,106.55; 6204 $38,448.93; 6302 $937,254.86; 9997 $32,957.08)
2001
1,163,204.07
1.43
1,664,974.09
4040
4041
OWWTP
Computer Control System
2001
70,782.99
1.43
101,316.57
4040
4041
OWWTP
Waste Water Treatment Plant Landscaping
2001
66,963.55
1.43
95,849.54
A-18
Year
Original
Escalation
Current
Dept.
Div.
Asset Type
Cat.
Asset Description
Acquired
Cost
Factor
Cost
Appendix A. W
ater and W
astewater Utility System Asset List as of September 30, 2008
4040
4041
OWWTP
ACCESS BARRIER GATE
2002
9,995.00
1.38
13,812.70
4040
4041
OWWTP
REPLACEMENT OF CLARIFIER #7 (3121 $430,000; 6204 $23,301.15; 9997 $100.34)
2001
453,401.49
1.43
648,984.78
4040
4041
OWWTP
REPLACEMENT OF CLARIFIER #7 (3121 $87,896.37; 6204 $79,977.42; 6301 $3,374330; 9997 $442,543.35)
2001
3,984,747.14
1.43
5,703,642.99
4040
4041
OWWTP
FUEL FILTERING SYSTEM ON 3 15,000 GALLON FUEL STORAGE TANKS (110 S OCEAN DR)
2003
19,193.00
1.32
25,398.85
4040
4041
OWWTP
DIESEL TANK REPLACEMENT
2003
165,816.47
1.32
219,431.48
4040
4041
OWWTP
ADDTNL CAPITAL DIESEL TANK REPLACEMENT (6204 - $1,655.96; 9997 - $15,667.54)
2003
17,323.50
1.32
22,924.87
4040
4041
OWWTP
EFFLUENT METER REHABILITATION (6204 - $6,791.75; 6302 - $750,000; 9997 - $97,223.80)
2003
854,015.55
1.32
1,130,152.50
4040
4041
OWWTP
DEEP WELL INJECTION (3121 - $839,871.24; 6204 - $145,708.31; 6301 - $7,055,428.63; 9997 - $1,123,977.37)
2004
9,164,985.55
1.26
11,506,043.69
4040
4041
OWWTP
ADDTNL CAPITAL - EFFLUENT DISPOSAL METER
2003
50,261.28
1.32
66,512.74
4040
4041
OWWTP
BIOSET PROCESS FACILITY (6204-$260,973.82; 6301-$3,636,464; 9997-$699,043.70)
2005
4,596,481.52
1.20
5,509,603.17
4040
4041
OWWTP
ODOR CONTROL/GRIT CAPITAL IMPROVEMENT
2006
497,892.65
1.18
589,044.34
4040
4041
OWWTP
OXYGEN PLANT UPGRADE (3121 409,369.14; 6204 64,733.78; 9997 62,915.63)
2008
537,018.55
1.00
535,914.17
4040
4041
OWWTP
6 TON CONDENSING UNIT - 2ND FLOOR A/C REUSE BLDG
2007
2,950.00
1.10
3,247.18
4040
4041
OWWTP
25 TON TRANE CONDENSING UNIT FOR EFFLUENT PUMP ST. CONTROL RM
2007
20,175.00
1.10
22,207.43
4040
4041
OWWTP
TRAIN 6 TON AC UNIT (MAIN CONTROL)
2007
8,500.00
1.10
9,356.29
4040
4041
OWWTP
ODOR CONTROL GRIT (3121 $167,518.48; 6204 $1,755.64; 9997 $16,233.75)
2007
185,507.87
1.10
204,195.97
4040
4041
OWWTP
DIESEL TANK REPLACEMENT (6204 $952.27; 6301 $89,997.25; 9997 $36,325.54)
2006
127,275.06
1.18
150,575.94
4040
4041
OWWTP
WWTP OXYGENATION SYSTEM (3121 30,875.48; 6204 970.65; 9997 3,404.82)
2008
35,250.95
1.00
35,178.46
4040
4041
OWWTP
OXYGEN TRAIN #5
2008
9,294,247.75
1.00
9,275,134.17
4040
4041
OWWTP
CLARIFIER 8
2008
7,403,892.31
1.00
7,388,666.24
4040
4041
OWWTP
OXYGEN TRAIN #1 & CLARIFIER #4
2008
7,006,821.57
1.00
6,992,412.07
4040
4041
OWWTP
OXYGEN TRAIN #2 & CLARIFIER #3
2008
7,009,857.17
1.00
6,995,441.43
4040
4041
OWWTP
OXYGEN TRAIN #3 & CLARIFIER #5
2008
740,693.26
1.00
739,170.03
4040
4041
OWWTP
OXYGEN TRAIN #4 & CLARIFIER #6
2008
740,693.26
1.00
739,170.03
4040
4041
OWWTP
CLARIFIER # 1 & # 2
2008
4,002,129.88
1.00
3,993,899.52
4040
4041
OWWTP
WWTP CONTAMINATION REMEDIATION
1998
74,461.07
1.53
114,268.53
4040
4041
OWWTP
OXYGEN SYSTEM COMPRESSORS
1998
116,340.00
1.53
178,536.26
4040
4041
OWWTP
OXYGEN SYSTEM COMPRESSOR - PERMITS
1998
1,555.00
1.53
2,386.31
4040
4041
OWWTP
WWTP COMPUTER CONTROL SYSTEM (.003121 - $96,231.75; .006301 - $1,526,590.11)
1998
1,622,821.86
1.53
2,490,394.87
4040
4041
OWWTP
DEEP WELL INJECTION
1998
864,354.98
1.53
1,326,445.78
Subtotal
174,972,423.00
$
286,940,951.46
$
4040
4041
LWWL
LAND-ORIGINAL PLANT
1931
1,942.73
$
31.98
62,137.31
$
4040
4041
LWWL
W1/2-E1/2-NW1/4-SW1/4-11/51/42 RESOLUTION R-72-103
1976
364,184.93
3.07
1,118,666.41
4040
4041
LWWL
E1/2-SE1/4-NE1/4-SE1/4-11-51-42 RESOLUTION R-72-153
1976
206,483.00
3.07
634,253.58
4040
4041
LWWL
W1/2-W1/2-E1/2-SW1/4-NW1/4-11/51/42RESOLUTION R-74-14
1976
341,429.71
3.07
1,048,769.23
4040
4041
LWWL
E1/2-NE1/4-NE1/4-SE1/4-11/51/42 RESOLUTION R-73-2
1976
193,865.89
3.07
595,497.62
4040
4041
LWWL
LOTS1,4-14,16-19 BLOCK 5 HOLLYWOOD BEACH EXTENSION-RESOLUTION R-73-2
1976
67,775.00
3.07
208,184.39
4040
4041
LWWL
LOT2,3 BLOCK 5, BLOCK 6 HOLLYWOOD BEACH EXTENTION-RESOLUTION R-73-2
1976
213,340.29
3.07
655,317.11
4040
4041
LWWL
LOT 15,BLOCK 5 HOLLYWOOD BEACH EXTENSION-R-73-2
1976
1,389.40
3.07
4,267.82
4040
4041
LWWL
BLOCKS 1,2,3,4-HOLLYWOOD BEACH EXTENSION-R-72-37
1976
951,496.31
3.07
2,922,710.07
4040
4041
LWWL
LAND ACQUISITION APPRAISAL
1972
3,025.00
3.30
9,989.92
4040
4041
LWWL
MILLER TRACT
1978
870,000.00
2.66
2,318,238.06
4040
4041
LWWL
SEWER TREATMENT PLANT EXP NO 2
1961
93,391.69
6.83
638,327.24
4040
4041
LWWL
LOTS 1,4-14,16-19 BLOCKS 5 HOLLYWOOD BEACH EXTENSION-RESOLUTION R-73-2SEE ASSET 30427 FOR ADDITIONAL COST
1981
99,725.00
2.07
206,092.14
4040
4041
LWWL
HOLLYWOOD BCH FIRST ADD 1-31 B LOT 20 LESS E 12.81 FOR ST RD BLK A - 2100 N OCEAN DRIVE
1980
31,238.00
2.28
71,318.22
4040
4041
LWWL
HLWD BCH SECOND ADD 4-6 N LOT 40 LESS E 12.61 FOR ST RD, 55 LESS ST RD R/W BLK B - 3210 N OCEAN DR - PUMP STATION WWTP1980
24,618.00
2.28
56,204.36
4040
4041
LWWL
HLWD BCH 1-27 B LOT 63 & 64 LESS PT DESC IN OR 7294/281 BLK B - PUMP STATION
1980
55,200.00
2.28
126,024.89
4040
4041
LWWL
BEVERLY BCH NO 2 40-24 B PT DESC IN OR 672/485 LESS POR DESC IN OR 30631/978 - 3800 S OCEAN DR - LIFT ST #7
1980
3,015.00
2.28
6,883.42
Subtotal
3,522,119.95
$
10,682,881.78
$
4010
4012
EWWGPSEWER DRAIN MACHINE W/ACCESSORIES
1978
990.00
$
2.66
2,638.00
$
4040
4041
EWWGPTEKTRONIX OSCILLOSCOPE
1976
903.15
3.07
2,774.20
4040
4041
EWWGPSELF PRIMING CENTRIFUGAL PUMP- DIESEL ENGINE
1977
4,982.94
2.90
14,456.80
4040
4041
EWWGPPORTABLE OSCILLOSCOPE FOUR TRACE 150 MHZ W/ACCESSORIES
1984
4,105.00
2.00
8,198.87
4040
4041
EWWGPESTERLINE DIRECT WRITING PRESSURE RECORDER
1985
2,318.00
1.99
4,611.93
A-19
Year
Original
Escalation
Current
Dept.
Div.
Asset Type
Cat.
Asset Description
Acquired
Cost
Factor
Cost
Appendix A. W
ater and W
astewater Utility System Asset List as of September 30, 2008
4040
4041
EWWGPSIMPSON PRESSURE WASHER(TO CLEAN CLARIFIERS & SLUDGE AREA)
1987
2,749.00
1.87
5,142.14
4040
4041
EWWGPTEPC ELECTRONIC AIR CLEANER
1988
790.00
1.86
1,471.69
4040
4041
EWWGPPRESSURE RECORDER(CYRO CONTROL PANEL-BOTTOM)
1989
2,519.83
1.84
4,643.50
4040
4041
EWWGPUNIVERSAL TOTALIZER (FLETCHER ST. & 22TH AVE.)
1989
800.00
1.84
1,474.23
4040
4041
EWWGP3COM 2MB MEMORY EXPANSION S/NY04395AST FOUR PORT 1AT PLUSBOARD S/N:3827219 - INSTALLED IN 3COM FILESERVER
1989
1,653.00
1.84
3,046.12
4040
4041
EWWGPCOMMAND CENTER PLUS W/ETHERNET MODULES, TERMINATORS & DUPLEX FIBERCABLE
1989
1,656.60
1.84
3,052.76
4040
4041
EWWGPDELTA BAND SAW & STAND (W-30 SIDE SHOP)
1990
1,450.00
1.81
2,630.18
4040
4041
EWWGPVERTICAL COUCH LINESHAFT WATER PUMPSECONDARY CLARIFIER
1990
19,809.00
1.81
35,931.84
4040
4041
EWWGPVERTICAL COUCH LINESHAFT WATER PUMPSECONDARY CLARIFIER
1990
19,809.00
1.81
35,931.84
4040
4041
EWWGPVERTICAL COUCH LINESHAFT WATER PUMPSECONDARY CLARIFIER
1990
19,809.00
1.81
35,931.84
4040
4041
EWWGPGOULDS SUBMERSIBLE PUMP 1.5 HP- SEWER COLLECTION SYSTEM (ROTARY PK)
1990
1,100.00
1.81
1,995.31
4040
4041
EWWGPLIME STABILIZATION FACILITY & LIME SILO FOUNDATION-$4,226.75 (42-85- 325-6305)
1990
343,317.12
1.81
622,748.03
4040
4041
EWWGPSECONDARY CLARIFIERS-PUMPS, MOTORS,& DRIVES
1990
51,600.00
1.81
93,598.01
4040
4041
EWWGPCLARIFIER-HORIZONTAL NONCLOY SEWAGEPUMP (14 X 14 X 17.5, 30HP, 695 RPM460 VOLTS, 3 PHASE)
1990
22,206.50
1.81
40,280.70
4040
4041
EWWGPCLARIFIER-HORIZONTAL NONCLOY SEWAGEPUMP-(14 X 14 X 17.5, 30HP, 695 RPM460 VOLTS, 3 PHASES)
1990
22,206.50
1.81
40,280.70
4040
4041
EWWGPCLARIFIER-HORIZONTAL NONCLOY SEWAGEPUMP-(14 X 14 X 17.5, 30HP, 695RPM 460 VOLTS, 3 PHASES)
1990
22,206.50
1.81
40,280.70
4040
4041
EWWGPCLARIFIER-HORIZONTAL NONCLOY SEWAGEPUMP-(14 X 14 X 17.5, 30 HP, 695RPM460 VOLTS, 3 PHASES)
1990
22,206.50
1.81
40,280.70
4040
4041
EWWGP12' BOOM CRANE ATTACHMENT (VEHICLE 8222)
1991
902.13
1.80
1,619.58
4040
4041
EWWGPOTC HYDRAULIC PULLER
1991
3,156.00
1.80
5,665.92
4040
4041
EWWGPWACKER 3" DIAPHRAM TRASH PUMP
1991
1,230.00
1.80
2,208.20
4040
4041
EWWGPAISLE SAVER SHELVING SYSTEM, WHITE
1991
15,670.06
1.80
28,132.22
4040
4041
EWWGPLEROL 125 HP BASE MOUNT AIR COMPRESSOR
1991
5,637.00
1.80
10,120.02
4040
4041
EWWGP18" MAGNETIC FLOW METER W/REMOTE CONVERTER
1991
10,691.00
1.80
19,193.39
4040
4041
EWWGP18" MAGNETIC FLOW METER W/REMOTE CONVERTER (EAST SIDE OF TRAINS)
1991
10,691.00
1.80
19,193.39
4040
4041
EWWGPPARAMAGNETIC OXYGEN ANALYZER (O2 PANEL)
1991
6,222.71
1.80
11,171.53
4040
4041
EWWGPDENVER ANALYTICAL BALANCE
1991
2,287.00
1.80
4,105.82
4040
4041
EWWGPGENIE PERSONNEL LIFT
1992
4,700.00
1.73
8,125.99
4040
4041
EWWGPLIMITORQUE ACTUATOR VALVE
1992
15,115.00
1.73
26,132.85
4040
4041
EWWGPGORMAN-RUPP AUTOMATIC SEWAGE PUMPING SYSTEM
1992
35,246.00
1.73
60,938.04
4040
4041
EWWGPPRECISION REFRIGERATED INCUBATOR (18 CU/FT)
1992
2,658.58
1.73
4,596.51
4040
4041
EWWGPDIESEL POWERED WASTEWATER PUMP (#1)
1991
174,250.00
1.80
312,828.32
4040
4041
EWWGPDIESEL POWERED WASTEWATER PUMP (#2)
1991
174,250.00
1.80
312,828.32
4040
4041
EWWGPDIGITAL DISSOLVED OXYGEN METER
1993
1,165.00
1.71
1,989.57
4040
4041
EWWGPMILWAUKEE 1/2" DRILL W/ STAND
1993
986.04
1.71
1,683.94
4040
4041
EWWGPADCOR RECEIVER ALARM W/LINE MONITORDIGITAL COMMUNICATOR & PROGRAMMER
1993
4,437.00
1.71
7,577.44
4040
4041
EWWGP6" 10HP FLYGT PUMP W/40' CABLE & QUANTUM COATING
1993
3,950.00
1.71
6,745.75
4040
4041
EWWGPPEERLESS HORIZONTAL SPLIT CASE BOOSTER PUMP 600GPM
1993
4,749.81
1.71
8,111.65
4040
4041
EWWGP4" DAVIS EMU 3.2HP PUMP
1993
2,812.67
1.71
4,803.43
4040
4041
EWWGP4" DAVIS EMU 3.2HP PUMP
1993
2,812.67
1.71
4,803.43
4040
4041
EWWGP4" DAVIS EMU 3.2HP PUMP (LIFT STAT-ION PS)
1993
2,812.67
1.71
4,803.43
4040
4041
EWWGPPORTABLE TRIPOD ROSE
1993
1,947.00
1.71
3,325.06
4040
4041
EWWGP8" FLANGED CHECK VALVE, SWING CHECK316 SS BODY, DISC SHAFT W/BUNA SEAT
1995
2,496.00
1.71
4,273.32
4040
4041
EWWGPCHROMALOX HEATER
1995
4,680.00
1.71
8,012.47
4040
4041
EWWGPPH/ISE/MV METER
1995
1,895.92
1.71
3,245.94
4040
4041
EWWGPDAVIS EMU HP20 PUMP RPM 1740 - W-29
1996
1,900.00
1.61
3,054.30
4040
4041
EWWGPSUBMERSIBLE PUMP EMU 25HP (LIFT STATION N-9, N-2 OR A-12) BACKUP
1996
7,377.00
1.61
11,858.72
4040
4041
EWWGPAIR VELOCITY METER
1996
900.00
1.61
1,446.77
4040
4041
EWWGPSTERILIZER STERILMATIC
1996
5,349.00
1.61
8,598.66
4040
4041
EWWGPMEGA-PURE CSA 6 LITER STILL (LABORATORY)
1996
2,689.00
1.61
4,322.64
4040
4041
EWWGPWAGNER AIRLESS SPRAY MACHINE
1996
2,295.00
1.61
3,689.27
4040
4041
EWWGPGRAY WORKSTATION
1997
3,387.23
1.57
5,313.80
4040
4041
EWWGPDIGITAL DISSOLVED OXYGEN METER
1996
1,175.00
1.61
1,888.84
4040
4041
EWWGPCOLIFORM WATER BATH
1996
1,150.00
1.61
1,848.66
4040
4041
EWWGPBT PRIME MOVER ELECTRIC WALKIE ADJUSTABLE STRADDLE STACKER
1997
6,361.50
1.57
9,979.76
4040
4041
EWWGPDELTA 20" DRILL PRESS
1997
809.00
1.57
1,269.14
4040
4041
EWWGPSIMATIC T1560T PROCESSOR W/FIBRE OPTIC COMMUNICATION, SIEMANS POWER SUPPLY & PIER LINK COMMUNICATION
1997
4,802.00
1.57
7,533.25
A-20
Year
Original
Escalation
Current
Dept.
Div.
Asset Type
Cat.
Asset Description
Acquired
Cost
Factor
Cost
Appendix A. W
ater and W
astewater Utility System Asset List as of September 30, 2008
4040
4041
EWWGPWORKSTATION
1997
2,740.54
1.57
4,299.29
4040
4041
EWWGPJET BANDSAW
1997
2,926.50
1.57
4,591.02
4040
4041
EWWGP10" CONTRACTOR TABLESAW 2 HP
1997
984.00
1.57
1,543.67
4040
4041
EWWGPMIILERMATIC 250 WELDING MACHINE
1997
2,053.00
1.57
3,220.69
4040
4041
EWWGPGAS DETECTOR INDUSTRIAL SCIENTIFIC
1997
895.00
1.57
1,404.05
4040
4041
EWWGP2100N IS TURBIDMETER
1997
1,690.00
1.57
2,651.23
4040
4041
EWWGPGRAVITY CONVECTION OVEN
1998
1,356.52
1.53
2,081.73
4040
4041
EWWGPAURORA BOILER FEED TURBINE PUMP
1998
1,078.00
1.53
1,654.31
4040
4041
EWWGP48 X 30 X 74 LAN STATION 4TH FLOOR PLC ROOM
1998
1,053.07
1.53
1,616.05
4040
4041
EWWGPHURRI-CLEAN PRESSURE CLEANER
1998
1,475.00
1.53
2,263.55
4040
4041
EWWGP12" MAGNETIC FLOW METER (DANIA)
1998
4,523.15
1.53
6,941.26
4040
4041
EWWGP14" MAGNETIC FLOWMETER - E-6 LARGE USER (E HALLANDALE)
1997
7,309.00
1.57
11,466.17
4040
4041
EWWGP8' MAGNETIC FLOW METER W/SIMULATOR - CITY OF HALLANDALE - PEMBROKE RD & US1
1997
6,675.90
1.57
10,472.98
4040
4041
EWWGP8' MAGNETIC FLOW METER, CONTINUOUS SUBMERGENCE W/REMOTE SIGNAL CONVERTER & TOTALIZER - PEMBROKE PARK LARGE USER METER
1997
4,867.00
1.57
7,635.22
4040
4041
EWWGPFLOW METER - DAVIE LARGE USER METER
1997
7,624.13
1.57
11,960.54
4040
4041
EWWGPPRECISION MANOMETER/CALIBRATOR ELECTRIC SHOP
1998
1,083.27
1.53
1,662.39
4040
4041
EWWGP10" MAGNETIC FLOWMETER (LARGE USER - HALLANDALE) FLETCHER STREET
1998
4,482.60
1.53
6,879.03
4040
4041
EWWGPPUMP W/SUCTION & DISCHARGE SPOOL FLANGE
1999
3,228.02
1.50
4,854.71
4040
4041
EWWGPLAN CABLEMETER
1999
2,420.76
1.50
3,640.65
4040
4041
EWWGPHEAVY DUTY LAN STATION
1999
1,129.00
1.50
1,697.93
4040
4041
EWWGPYEOMANS VORTEX GRIT PUMP (GRIT CHAMBER #1)
1999
8,780.00
1.50
13,204.48
4040
4041
EWWGPPH METER W/ELECTRODE
1999
939.00
1.50
1,412.19
4040
4041
EWWGPDAVIS EMU (LS N-4)
1999
4,174.50
1.50
6,278.14
4040
4041
EWWGPDAVIS EMU (LS N-4)
1999
4,174.50
1.50
6,278.14
4040
4041
EWWGPFOXBORO PNEUMATIC ANALOG CONTROLLER
1999
1,635.27
1.50
2,459.33
4040
4041
EWWGPFOXBORO PNEUMATIC CONSOTROL RATIO CONTROLLER (6TH ONE IN)
1999
4,341.99
1.50
6,530.03
4040
4041
EWWGPFOXBORO PNEUMATIC INDICATING CONTROLLER (INSIDE ELECTRIC BOX DR)
1999
1,020.04
1.50
1,534.07
4040
4041
EWWGPTRAILBLAZER 3000NT
1999
6,713.46
1.50
10,096.55
4040
4041
EWWGPSPECTRUM 2050 PLASMA CUTTER
1999
2,209.31
1.50
3,322.64
4040
4041
EWWGPCABINET W/STAINLESS STEEL ENCLOSURE, BACK PANEL & HOFFMAN FLOOR STAND (BRWD CTY 3B METER)
1999
1,152.00
1.50
1,732.52
4040
4041
EWWGPYEOMAN COMPLETE BARE PUMP STANDARD CONSTRUCTION W/11.5" IMPELLER
2000
8,780.00
1.41
12,379.67
4040
4041
EWWGP8" FAIRBANKS MORSE PUMP W/13" IMPELLER - LSW 27) #2
2000
7,996.00
1.41
11,274.24
4040
4041
EWWGPIMPELLER 297
2000
3,990.00
1.41
5,625.84
4040
4041
EWWGPAMMONIA GAS MONITOR W/CALIBRATION KIT
2000
3,067.22
1.41
4,324.73
4040
4041
EWWGPWALLACE & TIERNAN MICRO 2000 WALL MOUNTED RESIDUAL ANALYZER (CL2 RESIDUAL METERS)
2000
6,659.24
1.41
9,389.43
4040
4041
EWWGPGREAT LAKES TURBIDITY ANALYZER (RE-USE FILTER LOW SALINE)
2000
1,066.13
1.41
1,503.23
4040
4041
EWWGPGREAT LAKES LOW-RANGE TURBIDITY ANALYZER (RE-USE FILTER LOW SALINE)
2000
959.30
1.41
1,352.60
4040
4041
EWWGPCHLORINE DETECTOR (EVAPORATOR RM)
2001
886.44
1.43
1,268.82
4040
4041
EWWGPPORTABLE CLAMP-ON DOPPLER FLOW METER W/DUAL-HEAD TRANSDUCER & SERIAL THERMAL PRINTER FOR LARGE USER METER TESTING
2001
2,976.00
1.43
4,259.75
4040
4041
EWWGP150 HP VFD FOR RAS PUMP #4
2001
5,178.00
1.43
7,411.63
4040
4041
EWWGPMDS 9810 DSP SPREAD SPECTRUM RADIO - LIFT STATION RTU - F2
2001
1,150.00
1.43
1,646.07
4040
4041
EWWGPMDS 9810 DSP SPREAD SPECTRUM RADIO - LIFT STATION RTU - F3
2001
1,150.00
1.43
1,646.07
4040
4041
EWWGPMDS 9810 DSP SPREAD SPECTRUM RADIO - LIFT STATION RTU - F4
2001
1,150.00
1.43
1,646.07
4040
4041
EWWGPMDS 9810 DSP SPREAD SPECTRUM RADIO - LIFT STATION RTU - BISCAYNE WELL 29
2001
1,150.00
1.43
1,646.07
4040
4041
EWWGPMDS9810 DSP SPREAD SPECTRUM RADIO - LIFT STATION RTU - BISCAYNE WELL 28
2001
1,150.00
1.43
1,646.07
4040
4041
EWWGPEMU PUMP 15HP, 1740 RPM, 6" DISCHARGE
2001
4,760.00
1.43
6,813.32
4040
4041
EWWGPSINGLE LINE DIGITAL RECEIVER
2001
1,450.00
1.43
2,075.48
4040
4041
EWWGPCHART RECORDER (EFFLUENT FLOW TREAD) - ICE
2001
1,300.02
1.43
1,860.81
4040
4041
EWWGP72" LAN STATION W/CASTER BASE - GRAY - ICE
2001
1,480.87
1.43
2,119.67
4040
4041
EWWGPYORK 2.5 TON, 12.0 SEER A/C SYSTEM - CONDENSING UNIT & AIR HANDLING UNIT (HEADWORKS SCRUBBER SWITCHGEAR)
2001
2,186.00
1.43
3,128.97
4040
4041
EWWGP20 YD ROLLOFF CONTAINER (BEHIND MAINT BLUE DUMPSTER)
2001
2,079.00
1.43
2,975.82
4040
4041
EWWGPGORMAN RUPP PUMP
2002
4,641.95
1.38
6,414.99
4040
4041
EWWGPMOYNO PUMP (REPLACEMENT FOR WAS PUMP#1)
2002
9,694.00
1.38
13,396.73
4040
4041
EWWGPPOWER CIRCUIT MONITOR
2002
3,482.10
1.38
4,812.13
4040
4041
EWWGPPOWERLOGIC ETHERNET GATEWAY MODULE
2002
1,275.00
1.38
1,762.00
4040
4041
EWWGPTOP ENTERING MIXER
2002
8,560.00
1.38
11,829.59
A-21
Year
Original
Escalation
Current
Dept.
Div.
Asset Type
Cat.
Asset Description
Acquired
Cost
Factor
Cost
Appendix A. W
ater and W
astewater Utility System Asset List as of September 30, 2008
4040
4041
EWWGPPORTABLE MIXER
2002
5,441.00
1.38
7,519.25
4040
4041
EWWGPPORTABLE MIXER
2002
5,441.00
1.38
7,519.25
4040
4041
EWWGPHEIL CLASS II IMPELLER
2002
9,551.25
1.38
13,199.45
4040
4041
EWWGPISCO 3710 REFRIGERATED SAMPLER
2002
4,125.91
1.38
5,701.85
4040
4041
EWWGPISCO 3710 REFRIGERATED SAMPLER
2002
4,125.92
1.38
5,701.86
4040
4041
EWWGPISCO 3710 REFRIGERATED SAMPLER (784.6453 $305.17)
2002
4,125.92
1.38
5,701.86
4040
4041
EWWGPPANASONIC DIGITAL DISK RECORDER
2002
4,400.00
1.38
6,080.63
4040
4041
EWWGPPANASONIC WEATHERPROOF CAMERA
2002
1,978.00
1.38
2,733.52
4040
4041
EWWGPPANASONIC WEATHERPROOF CAMERA
2002
1,978.00
1.38
2,733.52
4040
4041
EWWGPPANASONIC WEATHERPROOF CAMERA
2002
1,978.00
1.38
2,733.52
4040
4041
EWWGPPANASONIC WEATHERPROOF CAMERA
2002
1,978.00
1.38
2,733.52
4040
4041
EWWGPPANASONIC EXPANSION UNIT
2002
3,100.00
1.38
4,284.08
4040
4041
EWWGPPANASONIC DIGITAL DISK RECORDER
2002
4,400.00
1.38
6,080.63
4040
4041
EWWGPPANASONIC MATRIX SWITCHER
2002
777.00
1.38
1,073.78
4040
4041
EWWGPCONFERENCE RECORDER 4 CHANNEL W/6 O/H MICROPHONES
2003
4,404.00
1.32
5,827.99
4040
4041
EWWGPCISCO 2620XM ETHERNET ROUTER
2003
2,240.00
1.32
2,964.28
4040
4041
EWWGPEDWARDS JAWS IV 55 TON HYDRAULIC IRONWORKER W/STD ACCESS.
2003
6,096.00
1.32
8,067.08
4040
4041
EWWGPBETTIS PM V POSITIONER P-1200 W/BETTIS ACTUATOR
2003
1,610.28
1.32
2,130.95
4040
4041
EWWGPMF-50 MOISTURE ANALYZER
2003
1,482.50
1.32
1,961.85
4040
4041
EWWGPDELTA TOX TEST SYSTEM
2003
7,431.48
1.32
9,834.37
4040
4041
EWWGPHACH SC100 CONTROLLER
2003
1,059.45
1.32
1,402.01
4040
4041
EWWGPFIBER OPTIC TRANSMITTER
2003
825.00
1.32
1,091.76
4040
4041
EWWGPFIBER OPTIC TRANSMITTER
2003
825.00
1.32
1,091.76
4040
4041
EWWGPFIBER OPTIC TRANSMITTER
2003
825.00
1.32
1,091.76
4040
4041
EWWGPFIBER OPTIC RECEIVER
2003
825.00
1.32
1,091.76
4040
4041
EWWGPFIBER OPTIC RECEIVER
2003
825.00
1.32
1,091.76
4040
4041
EWWGPSECURITY CAMERA
2003
1,475.00
1.32
1,951.93
4040
4041
EWWGPSECURITY CAMERA
2003
1,475.00
1.32
1,951.93
4040
4041
EWWGPSECURITY CAMERA
2003
1,475.00
1.32
1,951.93
4040
4041
EWWGPSECURITY CAMERA
2003
1,475.00
1.32
1,951.93
4040
4041
EWWGPPANASONIC SECURITY CAMERA
2003
872.00
1.32
1,153.95
4040
4041
EWWGPPANASONIC SECURITY CAMERA
2003
872.00
1.32
1,153.95
4040
4041
EWWGPPANASONIC VANDAL RESISTANT OUTDOOR CAMERA
2004
2,303.00
1.26
2,891.27
4040
4041
EWWGPPANASONIC VANDAL RESISTANT OUTDOR CAMERA
2004
2,303.00
1.26
2,891.27
4040
4041
EWWGPPANASONIC VANDAL RESISTANT OUTDOOR CAMERA
2004
2,303.00
1.26
2,891.27
4040
4041
EWWGPPANASONIC VANDAL RESISTANT OUTDOOR CAMERA
2004
2,303.00
1.26
2,891.27
4040
4041
EWWGPPANASONIC VANDAL RESISTANT OUTDOOR CAMERA
2004
2,303.00
1.26
2,891.27
4040
4041
EWWGPPANASONIC 320G HARD DISK RECORDER
2004
4,584.00
1.26
5,754.91
4040
4041
EWWGPPALLET RACK STORAGE SYSTEM (SLUDEGE SITE STORAGE AREA)
2004
3,750.02
1.26
4,707.91
4040
4041
EWWGPGAS DETECTOR
2004
1,595.00
1.26
2,002.42
4040
4041
EWWGPGAS DETECTOR
2004
1,595.00
1.26
2,002.42
4040
4041
EWWGPGAS DETECTOR
2004
1,595.00
1.26
2,002.42
4040
4041
EWWGPGAS DETECTOR
2004
1,595.00
1.26
2,002.42
4040
4041
EWWGPGAS DETECTOR
2004
1,447.75
1.26
1,817.56
4040
4041
EWWGP6000 WATT DEWALT HONDA GENERATOR (SLUDGE GARAGE)
2004
1,995.95
1.26
2,505.79
4040
4041
EWWGPPANASONIC WEATHERPROOF DOME CAMERA (SECURITY) CL2 BLDG
2004
2,205.00
1.26
2,768.23
4040
4041
EWWGPPANASONIC WEATHERPROOF DOME CAMERA (SECURITY)
2004
2,205.00
1.26
2,768.23
4040
4041
EWWGPLASER ALIGNMENT TOOL
2004
3,899.00
1.26
4,894.94
4040
4041
EWWGPMODICON QUANTUM PLC SYSTEM
2004
2,503.59
1.26
3,143.09
4040
4041
EWWGPMODICON QUANTUM PLC SYSTEM
2005
2,503.59
1.20
3,000.94
4040
4041
EWWGPDSP REDUNDANT MASTER RADIO
2005
7,505.00
1.20
8,995.92
4040
4041
EWWGPICE-O-MATIC ICE MACHINE W/STORAGE BIN
2005
2,331.84
1.20
2,795.08
4040
4041
EWWGPHACH 2100N LABORATORY TURBIDMITER
2005
1,748.00
1.20
2,095.25
4040
4041
EWWGPLDO/PH INSTRUMENT HQ 20 W/15M & ELECTRODE
2005
1,413.00
1.20
1,693.70
4040
4041
EWWGPWHEELED PALLET LIFTER
2005
2,541.50
1.20
3,046.39
4040
4041
EWWGPPORTABLE A/C 13,200 BTU
2005
2,695.50
1.20
3,230.98
A-22
Year
Original
Escalation
Current
Dept.
Div.
Asset Type
Cat.
Asset Description
Acquired
Cost
Factor
Cost
Appendix A. W
ater and W
astewater Utility System Asset List as of September 30, 2008
4040
4041
EWWGPMITSUBISHI PLC INTERFACE MODULE (ALKALINE SYSTEM COMMUNICATION)
2005
1,098.84
1.20
1,317.13
4040
4041
EWWGPMODULAR FURNITURE (OPS SUPERINTENDENT - MAIN CONTROL RM)
2005
2,886.26
1.20
3,459.63
4040
4041
EWWGPQUANTUM CONTROLLER CPU W/ACCESS.
2005
6,249.65
1.20
7,491.18
4040
4041
EWWGPABB MULTIPORT VIDEOGRAPHIC RECORDER
2006
4,770.75
1.18
5,644.16
4040
4041
EWWGPPROTECTED DSP MASTER STATION
2006
7,528.40
1.18
8,906.66
4040
4041
EWWGPSLC5/05 PROCESSOR/CONTROLLER (ETHERNET) - SLUDGE SITE BIOSET PLCS
2006
6,631.56
1.18
7,845.63
4040
4041
EWWGP386 BASED COMPACT CONTROLLER 512K MEMORY-SCADA REMOTE STATION TELEMTRY CONTROL
2006
850.00
1.18
1,005.61
4040
4041
EWWGP386 BASED COMPACT CONTROLLER 512K MEMORY - SCADA REMOTE STATION TELEMETRY CONTROL
2006
850.00
1.18
1,005.61
4040
4041
EWWGP386 BASED COMPACT CONTROLLER 512K MEMORY - SCADA REMOTE STATION TELEMTRY CONTROL
2006
850.00
1.18
1,005.61
4040
4041
EWWGP386 BASED COMPACT CONTROLLER 512K MEMORY - SCADA REMOTE STATION TELEMETRY CONTROL
2006
850.00
1.18
1,005.61
4040
4041
EWWGPIBM SERVERAID 6M CONTROLLER (USE W/IBM SCADA SERVER)
2006
791.10
1.18
935.93
4040
4041
EWWGPPH/ISE METER MOD 920A 110V
2006
2,044.56
1.18
2,418.87
4040
4041
EWWGPCROUSE HINDS 400 AMP GENERATOR RECEPTACLES
2006
1,700.00
1.18
2,011.23
4040
4041
EWWGPCROUSE HINDS 400 AMP GENERATOR RECEPTACLES
2006
1,700.00
1.18
2,011.23
4040
4041
EWWGPCROUSE HINDS 400 AMP GENERATOR RECEPTACLE
2006
1,700.00
1.18
2,011.23
4040
4041
EWWGPCROUSE HINDS 400 AMP GENERATOR RECEPTACLE
2006
1,700.00
1.18
2,011.23
4040
4041
EWWGPCROUSE HINDS 400 AMP GENERATOR RECEPTACLE
2006
1,700.00
1.18
2,011.23
4040
4041
EWWGP800-960 MHZ TRANSCEIVER DSP/AUDIO
2006
1,240.51
1.18
1,467.62
4040
4041
EWWGP800-960 MHZ TRANSCEIVER DSP/AUDIO
2006
1,240.51
1.18
1,467.62
4040
4041
EWWGP800-960 MHZ TRANSCEIVER DSP/AUDIO
2006
1,240.51
1.18
1,467.62
4040
4041
EWWGP800-960 MHZ TRANSCEIVER DSP/AUDIO
2006
1,240.51
1.18
1,467.62
4040
4041
EWWGPCUSTOM-BUILT PRESSURE CONTROL SYSTEM FOR CRYOGENIC PLANT DRIOX TANK
2006
18,613.00
1.18
22,020.57
4040
4041
EWWGP800-960 MHZ TRANSCEIVER DSP/AUDIO
2006
1,240.51
1.18
1,467.62
4040
4041
EWWGP800-960 MHZ TRANSCEIVER DSP/AUDIO
2006
1,240.51
1.18
1,467.62
4040
4041
EWWGP800-960 MHZ TRANSCEIVER DSP/AUDIO
2006
1,240.51
1.18
1,467.62
4040
4041
EWWGP800-960 MHZ TRANSCEIVER DSP/AUDIO
2006
1,240.51
1.18
1,467.62
4040
4041
EWWGPHOSHISAKI ICE-MAKER W/BIN
2006
3,150.90
1.18
3,727.75
4040
4041
EWWGPSECURITY RECEPTION DESK
2008
2,024.24
1.00
2,020.08
4040
4041
EWWGP806-870 MHZ CHANNEL PORTABLE RADIO - VACANT
2008
1,060.50
1.00
1,058.32
4040
4041
EWWGP806-870 MHZ CHANNEL PORTABLE RADIO - ROBERT FURSLEW
2008
1,060.50
1.00
1,058.32
4040
4041
EWWGP806-870 MHZ CHANNEL PORTABLE RADIO - VACANT
2008
1,060.50
1.00
1,058.32
4040
4041
EWWGPUNISYS 400CPS 24PIN DOT MATRIX PRINTER
1991
849.00
1.80
1,524.20
4040
4041
EWWGPACT 486DX/33 PC W/8MB RAM, 250MB IDE HARD DRIVE, DUAL FLOPPY DRIVES (1.44MB 3.5" & 1.2MB 5.25") & KEYBOARD
1994
1,920.00
1.69
3,239.69
4040
4041
EWWGPHP LASERJET 5M PRINTER
1997
1,619.24
1.57
2,540.22
4040
4041
EWWGPHP LASERJET 5M PRINTER
1997
1,619.24
1.57
2,540.22
4040
4041
EWWGPHP LASERJET 5M PRINTER (ADMIN COMP-UTER RM)
1997
1,619.24
1.57
2,540.22
4040
4041
EWWGPHP 5M LASERJET PRINTER
1997
1,619.24
1.57
2,540.22
4040
4041
EWWGPHP LASERJET 5N PRINTER
1998
1,400.00
1.53
2,148.45
4040
4041
EWWGPTOSHIBA TECRA 730XCDT LAPTOP PC
1998
7,200.00
1.53
11,049.18
4040
4041
EWWGPTOSHIBA TECRA 730XCDT LAPTOP PC
1998
7,200.00
1.53
11,049.18
4040
4041
EWWGPSONY MAVICA FD88 DIGITAL CAMERA 1.3
1999
834.00
1.50
1,254.27
4040
4041
EWWGPTOSHIBA 4280 2DVD LAPTOP PC
2000
2,330.00
1.41
3,285.26
4040
4041
EWWGPTOSHIBA LAPTOP PC 4300 7/700 12GB HARD DRIVE; 64MB RAM
2001
2,086.90
1.43
2,987.12
4040
4041
EWWGPHP BUSINESS INKJET 2250TN PRINTER (DAVID WILLIAMS)
2001
797.00
1.43
1,140.80
4040
4041
EWWGPHP 2250TN COLOR PRINTER
2002
797.00
1.38
1,101.42
4040
4041
EWWGPMITSUBISHI XL1U PROJECTOR (DAVID WILLIAMS)
2002
3,149.00
1.38
4,351.79
4040
4041
EWWGPHP LASERJET 4600DN PRINTER
2002
2,219.76
1.38
3,067.62
4040
4041
EWWGPSCADA X SERIES 335 SERVER
2003
3,585.20
1.32
4,744.44
4040
4041
EWWGPSCADA X SERIES 335 SERVER
2003
3,585.20
1.32
4,744.44
4040
4041
EWWGPIBM X335 SERIES SCADA SERVER
2004
3,340.50
1.26
4,193.78
4040
4041
EWWGPIBM X335 SERIES SCADA SERVER
2004
3,340.50
1.26
4,193.78
4040
4041
EWWGPTOSHIBA LAPTOP PC (JUAN REYES - LEASE# 2721)
2004
2,591.65
1.26
3,253.65
4040
4041
EWWGPTOSHIBA LAPTOP PC (RAMON LUGO) - LEASE# 2768 - 4633-$277.45
2004
2,977.74
1.26
3,738.36
4040
4041
EWWGPINFOCUS LP600 PROJECTOR (JUAN REYES)
2004
1,479.00
1.26
1,856.79
4040
4041
EWWGPTOSHIBA TECRA LAPTOP PC (JUAN REYES - LEASE#2916)
2005
1,384.67
1.20
1,659.74
4040
4041
EWWGPTOSHIBA A4-S313 LAPTOP PC (J. REYES - LEASE #3200)
2006
1,401.29
1.18
1,657.83
A-23
Year
Original
Escalation
Current
Dept.
Div.
Asset Type
Cat.
Asset Description
Acquired
Cost
Factor
Cost
Appendix A. W
ater and W
astewater Utility System Asset List as of September 30, 2008
4040
4041
EWWGPIOMEGA 1TH STORCENTER NAS (R. LUGO)
2006
793.09
1.18
938.28
4040
4041
EWWGPIOMEGA ITB STORCENTER NAS (R. LUGO)
2006
793.09
1.18
938.28
4040
4041
OWWGP4-24" A-26661 CIRCULAR FLANGE SPIGOT FRAME SLUICE GATE FOR 1 3/4"DIAMETER STEM
1963
10,277.01
6.43
66,032.93
4040
4041
OWWGP1000 SCFM TEC TURBOMIX AFTERBURNER WITH INSTALLATION #1
1982
115,225.00
1.91
219,827.70
4040
4041
OWWGPSLUDGE TANK 31 MIXER (6453 $33,687; 9997 $5,977.07)
2001
39,664.07
1.43
56,773.91
4040
4041
OWWGPFLOW DISTRIBUTION BOX
2008
475,135.40
1.00
474,158.29
Subtotal
2,222,129.75
$
3,455,132.47
$
4040
4041
OWWD
PROFESSIONAL SERVICES OUTFALL STUDY
1970
34,851.82
$
4.19
146,100.04
$
4040
4041
OWWD
EFFLUENT PUMPING INTERIM UPGRADE STRUCTURAL COSTS-(SEE FA#32453 FOR OTHER COSTS)
1992
274,195.36
1.73
474,065.91
4040
4041
OWWD
RECLAIMED WATER SYSTEM-ENGINEERING DESIGN SERVICES
1992
92,007.83
1.73
159,075.54
4040
4041
OWWD
EFFLUENT REUSE PIPELINE PARK RD RTE(6301-$645,178.77; 3132-$582.19; 6204-$198.02; 23121-$75,653.60)
1995
721,612.58
1.71
1,235,448.98
4040
4041
OWWD
EFFLUENT REUSE PIPELINE CENTRAL RTE(16301-$1,093,287.25; 3122-$986.56;6204-$335.55; 23121-$128,198.76)
1995
1,222,808.12
1.71
2,093,529.26
4040
4041
OWWD
ECO GRANDE GOLF COURSE MODIFICATION
1994
67,138.48
1.69
113,285.19
4040
4041
OWWD
EFFLUENT REUSE PIPELINE-WEST ROUTE
1996
1,115,773.90
1.61
1,793,635.72
4040
4041
OWWD
EFFLUENT REUSE PIPELINE-SOUTH ROUTE
1996
1,581,371.10
1.61
2,542,095.40
4040
4041
OWWD
EFFLUENT REUSE PIPELINE-PARK RD RTE
1996
6,927.50
1.61
11,136.14
4040
4041
OWWD
REUSE SYSTEM-PUMP STATION IRRIGA- TION (56301-597427.62;6204-75640.923117-198232.44;13121-870;33121- 81125.57;43121-8691.22)
1997
961,987.77
1.57
1,509,141.50
4040
4041
OWWD
GOLF COURSE MODIF-ACCEPTAMCE OF REUSE WATER PHASE I -6301-727416.48;3121-293720.27;3130-68980;6204- 84957.06;3117-9579.61;33121-9064)
1997
1,193,717.42
1.57
1,872,672.97
4040
4041
OWWD
GOLF COURSE MODIF-RECLAIMED WATER PHASE II (16301-537353.96;13121- 68001;43121-9960)
1997
615,314.96
1.57
965,290.17
4040
4041
OWWD
ECO GRANDE IRRIGATION SYSTEM (3121 - $2,000; 6204 - $837.28; 6301 - $40,078.15; 9997 - $4,000.67)
2004
46,916.10
1.26
58,900.11
4040
4041
OWWD
60" OCEAN OUTFALL
1969
2,067,740.03
4.56
9,433,065.86
4040
4041
OWWD
60" OCEAN OUTFALL
1970
712,578.43
4.19
2,987,153.55
4040
4041
OWWD
OUTFALL EXTENSION-ENGINEERING DESIGN
1979
40,004.40
2.45
98,198.15
4040
4041
OWWD
OUTFALL EXTENSION-ADMINISTRATIVE
1979
171.36
2.45
420.63
4040
4041
OWWD
OCEAN OUTFALL MODIFICATIONS-ENGI- NEERING DESIGN
1978
966.41
2.66
2,575.14
4040
4041
OWWD
OCEAN OUTFALL MODIFICATIONS- CONSTRUCTION
1978
19,442.09
2.66
51,806.20
4040
4041
OWWD
OCEAN OUTFALL LINE CLOSURE PIECE
1978
4,804.00
2.66
12,800.94
4040
4041
OWWD
PROFESSIONAL SERVICES (OUTFALL OCEANOGRAPHY)
1968
4,012.62
5.01
20,112.43
4040
4041
OWWD
WWTP EFFLUENT OUTFALL PIPELINE
1995
1,462,624.00
1.71
2,504,110.08
4040
4041
OWWD
OCEAN OUTFALL REMEDIATION (3121 $57,772.23; 6301 $761,590; 9997 $9,819.44)
2003
829,181.67
1.32
1,097,288.84
4040
4041
OWWD
ADDTNL CAPITAL OCEAN OUTFALL REMEDIATION (3121 - $21,532.30; 6204 - $14,964.07; 9997 - $6,720.77)
2003
43,217.14
1.32
57,190.95
4040
4041
OWWD
EFFLUENT DISPOSAL METER (3121 - $109,072.86; 6204 - $59,109.37; 6301 - $2,514,710.14; 9997 - $331,795.66)
2003
3,014,688.03
1.32
3,989,455.70
4040
4041
OWWD
DEEP INJECTION WELL-EFFLUENT DISPOSAL (3121 - $411,436.69; 6204 - $9,443.24; 9997 - $52,116.91)
2003
472,996.84
1.32
625,935.39
4040
4041
OWWD
EFFLUENT DISPOSAL PUMPING STATION (3121 - $893,682.78; 6204 -$256,862.53; 6301 -$5,061,458.32; 9997 - $639,101.06)
2004
6,851,104.69
1.26
8,601,116.66
Subtotal
23,458,154.65
$
42,455,607.46
$
Total
312,234,154.66
$
591,433,436.49
$
A-24
Desc
ription
Total
2009
2010
2011
2012
2013
2014
Water
Treatmen
t
Source of Supply
Fl Wells F10
& F13
Wellhead Piping, Pumps an
d V
aults
1,80
0,00
0$
1,80
0,00
0$
Subtotal Source of Supply
1,80
0,00
0$
1,80
0,00
0$
-$
-$
-$
-$
-$
Treatmen
t Plant
Installation of RO Train D
2,20
0,00
0$
2,20
0,00
0$
Installation of RO Train E
-
DIW
for MS/RO concentrate disposal
17,500
,000
1,35
0,00
0
1,15
0,00
0
15,000
,000
New
14,00
0 gp
m high service distribution pump-1
500,00
0
200,00
0
300,00
0
Installation of ch
emical feed system flow m
eters
50,000
50,000
Pretreatm
ent an
d post treatmen
t piping upgrad
es2,40
0,00
0
2,40
0,00
0
HSP upgrad
es related
to V
FDs
2,00
0,00
0
1,00
0,00
0
1,00
0,00
0
Ammonia system upgrad
es (from gas to liquid)
160,00
0
160,00
0
MS feed pump upgrad
es to V
FDs
650,00
0
250,00
0
400,00
0
Addition of tw
o new
sodium hyp
och
lorite gen
eration cells and related
storage tan
ks805
,000
805,00
0
Emergency G
enerator #3 15
00 K
W back-up gen
erator
1,00
0,00
0
1,00
0,00
0
Exp
and blend tan
k1,00
0,00
0
500,00
0
500,00
0
Rem
ote telem
tery site PLCs an
d in-plant PLCs upgrad
es20
0,00
0
200,00
0
Retrofit Train A
1,60
0,00
0
1,60
0,00
0
RO Train C
1,77
2,00
0
1,77
2,00
0
Computer Control System U
pgrad
e (PLCs) W
WTP
1,10
0,00
0
1,10
0,00
0
Subtotal Treatmen
t Plant
32,937
,000
$
5,32
2,00
0$
4,90
0,00
0$
18,400
,000
$
2,21
5,00
0$
1,10
0,00
0$
1,00
0,00
0$
Subtotal Treatmen
t34
,737
,000
$
7,12
2,00
0$
4,90
0,00
0$
18,400
,000
$
2,21
5,00
0$
1,10
0,00
0$
1,00
0,00
0$
Transm
ission
Water D
istribution U
pgrad
es at the North E
nd of A1A
1,00
0,00
0$
500,00
0$
500,00
0$
West Hollywood Pumping an
d Storage Facility
4,00
0,00
0
1,00
0,00
0
3,00
0,00
0
Distribution piping upgrad
es for existing co
ndition
2,69
0,00
0
269,00
0
538,00
0
807,00
0
1,07
6,00
0
Distribution piping upgrad
es for short-term scenario
1,26
6,00
0
126,60
0
253,20
0
379,80
0
506,40
0
Water M
ain Rep
lacemen
t Program
(level 1)
12,75
0,00
0
500,00
0
250,00
0
250,00
0
250,00
0
750,00
0
750,00
0
Install US 441
/St Rd 7 Corridor Water M
ain
3,34
6,22
1
2,62
0,40
6
725,81
5
Subtotal Transm
ission
15,052
,221
$
500,00
0$
3,26
6,00
6$
2,54
1,20
0$
4,93
6,80
0$
3,05
8,21
5$
750,00
0$
Total Water
49,789
,221
$
7,62
2,00
0$
8,16
6,00
6$
20,941
,200
$
7,15
1,80
0$
4,15
8,21
5$
1,75
0,00
0$
Wastewater
Transm
ission
Install Dixie H
ighway Corridor sewer
6,00
0,00
0$
705,00
0$
5,29
5,00
0$
Install US 441
/State Road
7 Corridor sewer
7,20
6,14
7
2,50
5,20
4
2,48
1,57
0
822,34
1
1,39
7,03
2
Construct M
cKinley Street parallel intercep
tor
14,000
,000
2,10
0,00
0
5,95
0,00
0
5,95
0,00
0
Rep
lace PS E
-02 an
d E
-03 force main and ICW crossing 1
5,25
0,00
0
50,000
2,20
0,00
0
3,00
0,00
0
Rep
lace PS E
-02 pumps 1
73,950
73,950
Rep
lace PS N
-04 pumps, force main and gravity piping 1
1,15
8,00
0
86,850
86,850
984,30
0
Appendix B
. W
ater and W
astewater Expansion and U
pgra
de C
IP
B-1
Desc
ription
Total
2009
2010
2011
2012
2013
2014
Appendix B
. W
ater and W
astewater Expansion and U
pgra
de C
IP
Rep
lace PS W
-03 pumps, force main and gravity piping 1
700,00
0
700,00
0
Rep
lace PS N
-02 pumps 1
448,00
0
67,000
381,00
0
PS N
-3 Pumps, Force Main and G
ravity Piping Rep
l 190
0,00
0
900,00
0
3rd Pump for No. 1
527
8,30
0
278,30
0
Lift Station Conversion/Upgrad
e7,01
2,00
0
1,50
0,00
0
500,00
0
1,01
2,00
0
4,00
0,00
0
Subtotal Transm
ission
43,026
,397
$
278,30
0$
7,75
5,20
4$
11,218
,420
$
10,115
,850
$
6,89
2,64
1$
6,76
5,98
2$
Treatmen
t
Treatmen
t Plant
Grit removal system
reh
abilitation and rep
lacemen
t 119
,500
,000
$
2,25
0,00
0$
4,50
0,00
0$
12,750
,000
$
I.W. S
ystem U
pgrad
es1,07
0,00
0
420,00
0
650,00
0
Oxygenation gen
eration system upgrad
e12
,000
,000
3,00
0,00
0
9,00
0,00
0
Subtotal Treatmen
t Plant
32,570
,000
$
3,42
0,00
0$
11,250
,000
$
4,50
0,00
0$
13,400
,000
$
-$
-$
Disposal
Regulatory Review &
Discu
ssions
100,00
0$
50,000
$
50,000
$
Pilo
t Test Pre-D
esign
300,00
0
300,00
0
Pilo
t Test Design
2,00
0,00
0
2,00
0,00
0
Pilo
t Test Permit
200,00
0
200,00
0
Pilo
t Testing
2,00
0,00
0
2,00
0,00
0
Rep
air, rep
lacemen
ts and/or expan
sion of reuse facilities
173
3,00
0
200,00
0
400,00
0
66,500
66,500
Reu
se Study
195,00
0
195,00
0
Vacuum Truck D
isch
arge System
300,00
0
300,00
0
Reu
se System Infrastructure E
xpan
sion
9,00
0,00
0
3,00
0,00
0
3,00
0,00
0
3,00
0,00
0
Subtotal Disposal
14,828
,000
$
745,00
0$
750,00
0$
4,20
0,00
0$
3,00
0,00
0$
3,06
6,50
0$
3,06
6,50
0$
Subtotal Treatmen
t47
,398
,000
$
4,16
5,00
0$
12,000
,000
$
8,70
0,00
0$
16,400
,000
$
3,06
6,50
0$
3,06
6,50
0$
Total Wastewater
90,424
,397
$
4,44
3,30
0$
19,755
,204
$
19,918
,420
$
26,515
,850
$
9,95
9,14
1$
9,83
2,48
2$
Total CIP
140,21
3,61
8$
12,065
,300
$
27,921
,210
$
40,859
,620
$
33,667
,650
$
14,117
,356
$
11,582
,482
$
1. Pursuan
t to City staff, improvemen
ts noted as "R
eplace" or "R
eplacemen
t" invo
lve replacemen
t with an upgrad
ed facility w
ith additional cap
acity.
B-2
STATEMENT OF BUDGET IMPACT (Policy Number 94-45)
Budgetary Review of Proposed Resolution & Ordinances with Financial Implication.
Date: May 12, 2009 BIS 09 – 159
Proposed Legislation: AN ORDINANCE OF THE CITY OF HOLLYWOOD, FLORIDA, AMENDING CHAPTER 52 OF THE CODE OF ORDINANCES TITLED “SEWER USE” TO INCLUDE IMPLEMENTATION OF A NEW RATE AND INCREASED SEWER RESERVE CAPACITY CHARGES (“IMPACT FEES”) CRITICAL TO PROVIDING RELIABLE WASTEWATER SERVICES; PROVIDING AN OCTOBER 1, 2009 EFFECTIVE DATE FOR THE INCREASED IMPACT FEES AND AN IMMEDIATE EFFECTIVE DATE FOR THE REMAINDER OF THIS ORDINANCE. Statement of Budget Impact: 1. No Budget Impact associated with this action; 2. Sufficient resources are identified/available; 3. Budgetary resources not identified; 4. Potential Revenue is possible with this action; 5. Will not increase the cost of Housing; 6. May increase the cost of Housing; (CDAB review required) Explanation: The City of Hollywood Department of Public Utilities provides for critical public health and safety needs by collecting, treating and disposing of wastewater within the City of Hollywood and for six (6) surrounding communities, through its Southern Regional Wastewater Treatment Plant. On April 15, 2009, the City Commission formally adopted the comprehensive Wastewater Master Plan, which serves as a primary planning tool to help meet regulatory requirements, identify critical asset renewal and replacement needs, and to ensure that the City will be able to continue to provide reliable wastewater services to the community. The Wastewater Master Plan identified critical wastewater infrastructure assets that are well beyond their useful life which may pose public health and safety risks if not addressed promptly. In addition, various initiatives and projects for compliance with regulatory requirements will need to begin soon, including projects relating to the reduction of nutrients in the ocean outfall.
Page 2 BIS 09-159 A comprehensive revenue analysis and rate study has recently been completed which identifies revenue requirements for the implementation of critical capital projects. The proposed amendments to the City Ordinances will change the rates charged for wastewater reserve capacity (“impact fees”), the wastewater monthly base charge, and the wastewater monthly use charge. The new rate schedule incorporates stepped increases for the monthly charge from 2009 through 2014; retains the yearly utility price index adjustment; and eliminates the utility base surcharge. According to the rate study performed under the direction of the Department of Public Utilities, the proposed rate structure (identified as “Scenario 2” in the presentation) will allow adequate coverage of costs relating to Priority 1 and Priority 2 regulatory, asset renewal and replacement, and facility requirement projects. PREPARED BY: Robin O. Sloan
Senior Management/Budget Analyst APPROVED BY: Cynthia E. Forrester
Director, Office of Budget and Procurement Services
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