200503232nd Response to Idaho Rivers United requests.pdf

ORIGINAL ( t:"
\/ "'-""'"
fil
;, ..."'\
L:.:JILtU
L..
ZGO51'1AR 22 Pi, 4: 43Dean J. Miller
McDEVITT & MILLER LLP
420 West Bannock Street
O. Box 2564-83701
Boise, ill 83702
Tel: [phone]
Fax: [phone]
ioe~mcdevitt-miUer.com
u r fLl"r iES'! c'O't1~~i~SION
Attorneys for Applicant
BEFORE THE IDAHO PUBLIC UTILITIES COMMISSION
IN THE MATTER OF THE APPLICATION
OF UNITED WATER IDAHO INC. FOR
AUTHORITY TO INCREASE ITS RATES
AND CHARGES FOR WATER SERVICE IN
THE STATE OF IDAHO
Case No. UWI-O4-
SECOND RESPONSE OF UWlD
TO IDAHO RIVERS UNITED'
PRODUCTION REQUESTS
COMES NOW United Water Idaho Inc. ("United"
, "
the Company ) and responds to
Request Number 5 of the Production Requests of Idaho Rivers United.
Dated this ~:L day of March, 2005.
McDEVITT & MILLER LLP
\~
W2
Dean J. Miller
Attorneys for United Water Idaho Inc.
SECOND RESPONSE OF UWID TO IDAHO RIVERS UNITED'S PRODUCTION REQUESTS-1
CERTIFICATE OF SERVICE
I hereby certify that on the2'Z/~y of March, 2005, I caused to be served, via the method(s) indicated below, true and
correct copies of the foregoing document, upon:
Hand Delivered
S. Mail
Fax
Fed. Express
Email
Hand Delivered
S. Mail
Fax
Fed. Express
Email
Hand Delivered
S. Mail
Fax
Fed. Express
Email
Brad M. Purdy
Attorney for the Community Action Partnership
Association of Idaho
2019 North 17th Street
Boise, Idaho 83702
Fax: [phone]
bm urd hotmai1.com
Hand Delivered
S. Mail
Fax
Fed. Express
Email
William M. Eddie
Advocates for the West
O. Box 1612-83701
1320 West Franklin Street
Boise, Idaho 83702
Fax: [phone]
Hand Delivered
S. Mail
Fax
Fed. Express
Email
Bill Sedivy
Idaho Rivers United
O. Box 633
Boise, Idaho 83701
Fax: [phone]
iru~idJlhorivers.org
Sharon Ullman
9627 West Desert Avenue
Boise, Idaho 83709
Fax: [phone]
~haronu~cableone.net
Chuck Mickelson
Boise City Public Works
O. Box 500-83701
150 North Capitol Boulevard
Boise, Idaho 83702
Fax: [phone]
cmicke Ison~cityotboise. org
Douglas K. Strickling
Boise City Attorney s Office
O. Box 500-83701
150 North Capitol Boulevard
Boise, Idaho 83702
Fax: [phone]
~ing~cityotPoise.org
Hand Delivered
S. Mail
Fax
Fed. Express
Email
Scott L. Campbell
Moffatt Thomas
101 South Capitol Blvd., 10th Floor
O. Box 829-83701-0829
Boise, Idaho 83702
Fax: [phone]
~c~moffatt.com
eZ;-;(~A ~Nl~~
SEC~ RE~;~OF ;WI~O IDAr(b RIVERS UNITED'S PRODUCTION REQUESTS-2
Hand Delivered
S. Mail
Fax
Fed. Express
Email
UNITED WATER IDAHO INC.
CASE UWI-O4-
FIRST PRODUCTION REQUEST OF IDAHO RIVERS UNITED
Preparer/Recordholder/Sponsoring Witness: Gregory P. Wyatt
Telephone: [phone]
Title: General Manager
REQUEST NO.
Has the Company prepared a Least Cost Plan , Integrated Resource Plan, or the
functional equivalent thereof, to analyze the relative costs of acquiring supply-
side verses demand-side resources so as to provide reasonable and adequate
service to customers? Please provide the same.
RESPONSE NO.
The Company has not prepared a formal Integrated Resource Plan, nor is one
required by the Idaho Public Utilities Commission for water utilities, as is required
for power utilities. However the Company has had several "plans" prepared over
the years that take least cost, supply-side , and demand-side planning into
consideration.
In 1993 the Company contracted with Montgomery Watson engineers to prepare
a formal Water Conservation Plan in which 27 water conservation measures
were evaluated. After initial evaluation , they performed a detailed cant-benefits
analysis on thirteen of the measures. Included in the analysis were demand-side
alternatives including public information and school education , residential home
water audits, plumbing retrofit, large landscape water audits, low water use
landscape ordinance, Commercial water audits and rebates, new development
xeriscape incentive, 1.6 GPF toilet replacement, and a landscape retrofit
program. Based on a cost-benefits analysis, the Water Conservation Plan
recommended the Company implement the public information and school
education and residential water audits components. The Company implemented
the recommendations.
In 1998 the Company again contracted with Montgomery Watson engineers to
prepare a formal Water System Master Plan which provided least cost planning
recommendations for upgrading and expanding the water system to meet
projected water service requirements through the year 2020. The Master Plan
provided a least cost approach to evaluating various water supply alternatives
and although it significantly focused on supply-side evaluations, it did include
discussions regarding the Company s implementation of the 1993 Water
Conservation Plan recommendations. The final report stated that since the
Company s Conservation Plan efforts were recently implemented , verifiable data
on its effects on demand were not available and thus not used in determining the
Master Plan conclusions and recommendations.
In 2001 the Company prepared and filed its Integrated Municipal Application
Package (IMAP) with the Idaho Department of Water Resources. The purpose of
the IMAP was to bring the Company s portfolio of water rights within the
protection and obligations of the Municipal Water Rights Act of 1996. The IMAP
establishes a 50~year planning horizon and projects water demand within a
designated planning area likely to be served by United Water over that
timeframe.
To determine the water demand projections, United Water contracted with John
S. Church, President of Idaho Economics, to develop a sophisticated
econometric model to predict population changers within the planning area over
the 50 years. Future water demand for the predicted population was then
calculated using historical water sales data and considering the effects of
weather, the price of water, and conservation efforts over time.
Copies of these three plans are not included herein as they are vol uminous.
However they are available for inspection at the Company s Victory road offices.
UNITED WATER IDAHO INC.
CASE NO. UWI-W-O4-04
FIRST PRODUCTION REQUEST
CITY OF BOISE
ATTACHMENT TO
RESPONSE TO
REQUEST NO.
CW
T
P

I
N
V
O
I
C
E

O
V
E
R

$2
5
K
Un
i
t
e
d

W
a
t
e
r

I
d
a
h
o
Co
u
l
m
b
i
a

W
a
t
e
r

T
r
e
a
t
m
e
n
t

P
l
a
n
t
Su
b
c
o
n
t
r
a
c
t
o
r
/
S
u
p
p
l
i
e
r
/
M
a
t
e
r
i
a
l
s

/
E
q
u
i
p
m
e
n
t
In
v
o
i
c
e
s

o
v
e
r

$
2
5
,
00
0
As

o
f

3
-
Da
t
e
11
.
2
0
.
20
0
4
02
.
17
.
20
0
3
11
.
06
.
20
0
4
09
.
25
.
20
0
4
11
.
2
0
.
20
0
4
09
.
25
.
20
0
4
10
.
02
.
20
0
4
09
.
25
.
20
0
4
09
.
25
.
20
0
4
09
.
25
.
20
0
4
09
.
25
.
20
0
4
10
.
30
.
20
0
4
09
.
25
.
20
0
4
12
.
25
.
20
0
4
09
.
25
.
20
0
4
09
.
25
.
20
0
4
09
.
25
.
20
0
4
09
.
25
.
20
0
4
09
.
25
.
20
0
4
09
.
25
.
20
0
4
12
.
18
.
20
0
4
01
.
2
2
.
20
0
5
09
.
25
.
20
0
4
09
.
25
.
20
0
4
02
.
12
.
20
0
5
10
.
02
.
20
0
4
In
v
o
i
c
e

N
u
m
b
e
r

Su
p
p
l
i
e
r
50
0
0
0
5
9
8

U
S

FI
L
T
E
R

/

M
E
M
C
O
R
-
Wf
C
34
0
1
0
0
8

OD
I
82
8
1
2
3

BE
C
K
W
I
T
H

&

K
U
F
F
E
L
I0
8
1
9
5

AU
T
O
M
A
T
I
O
N

&

E
L
E
C
T
R
O
N
I
C
S
50
0
0
0
5
9
8

U
S

FI
L
T
E
R

/

M
E
M
C
O
R
-
Wf
C
41
0
7
6
4

MO
R
S
E

C
O
N
S
T
R
U
C
T
I
O
N

G
R
O
U
P
,

I
N
C
.
I0
8
1
9
8

AU
T
O
M
A
T
I
O
N

&

E
L
E
C
T
R
O
N
I
C
S
41
0
7
6
4

MO
R
S
E

C
O
N
S
T
R
U
C
T
I
O
N

G
R
O
U
P
,

I
N
C
.
10
0
0
2
4
2
7

U
S

FI
L
T
E
R

/

M
E
M
C
O
R
-
Wf
C
I0
8
1
9
0

AU
T
O
M
A
T
I
O
N

&

E
L
E
C
T
R
O
N
I
C
S
57
6
2

TA

D
I
B
B
L
E

EX
C
A
V
A
T
I
O
N

I
N
C
00
0
8
2
4
5
-
IN

RM

M
E
C
H
A
N
I
C
A
L

I
N
C
.
41
0
8
1
9

MO
R
S
E

C
O
N
S
T
R
U
C
T
I
O
N

G
R
O
U
P
,

I
N
C
.
00
0
8
3
4
1
-
IN

RM

M
E
C
H
A
N
I
C
A
L

I
N
C
.
AP
P

N
O
.
AU
T
O
M
A
T
I
O
N

&

E
L
E
C
T
R
O
N
I
C
S
I0
8
1
8
3

AU
T
O
M
A
T
I
O
N

&

E
L
E
C
T
R
O
N
I
C
S
AP
P

N
O
.
MC
A
L
V

A
I
N

CO
N
S
T
R
U
C
T
I
O
N

I
N
C
57
4
5

TA

D
I
B
B
L
E

EX
C
A
V
A
T
I
O
N

I
N
C
57
7
6

TA

D
I
B
B
L
E

EX
C
A
V
A
T
I
O
N

I
N
C
AP
P

N
O

SO
M
M
E
R

B
U
I
L
D
E
R
S
,

I
N
C
.
I0
9
4
0
7

AU
T
O
M
A
T
I
O
N

&

E
L
E
C
T
R
O
N
I
C
S
12
3
1
2
0
0
4

R
M

ME
C
H
A
N
I
C
A
L

I
N
C
.
57
4
5
A

TA

D
I
B
B
L
E

EX
C
A
V
A
T
I
O
N

I
N
C
AP
P

N
O

SO
M
M
E
R

B
U
I
L
D
E
R
S
,

I
N
C
.
00
0
8
5
3
4
-
IN

RM

M
E
C
H
A
N
I
C
A
L

I
N
C
.
PA
Y

A
P
P

5

HO
B
S
O
N

F
A
B
R
I
C
A
T
I
N
G

C
O
R
P
In
v
o
i
c
e
Am
o
u
n
t

Ac
t
i
v
i
t
y
1,
4
7
0
,
14
6
.
00

M
e
m
b
r
a
n
e

S
k
i
d
s
60
0
,
00
8
.
18

M
e
m
b
r
a
n
e
36
1
,
58
3
.
00

P
u
m
p
s
32
7
37
0
.
00

E
l
e
c
t
r
i
c
a
l
/
I
&
C
25
4
69
5
.
00

M
e
m
b
r
a
n
e

S
k
i
d
s
24
3
,
33
0
.
00

C
l
e
a
r
w
e
l
l
23
4
,
65
0
.
00

E
l
e
c
t
r
i
c
a
l
/
I
&
C
23
1
,
16
4
.
00

C
l
e
a
r
w
e
l
l
21
5
,
60
5
.
00

M
e
m
b
r
a
n
e

S
k
i
d
s
18
6
,
20
0
.
00

E
l
e
c
t
r
i
c
a
l
/
I
&
C
17
4
,
68
6
.
95

Y
a
r
d

P
i
p
i
n
g
15
5
,
99
0
.
00

M
e
c
h
a
n
c
i
a
l
14
8
,
60
5
.
00

C
l
e
a
r
w
e
l
l
14
2
,
50
0
.
00

M
e
c
h
a
n
c
i
a
l
13
2
,
43
0
.
00

E
l
e
c
t
r
i
c
a
l
/
I
&
C
12
1
,
60
0
.
00

E
l
e
c
t
r
i
c
a
l
/
I
&
C
12
1
,
27
3
.
81

C
o
n
c
r
e
t
e
11
9
,
87
8
.
60

Y
a
r
d

P
i
p
i
n
g
11
8
,
83
5
.
75

Y
a
r
d

P
i
p
i
n
g
11
4
40
5
.
65

B
u
i
l
d
i
n
g
11
2
,
00
0
.
00

E
l
e
c
t
r
i
c
a
l
/
I
&
C
11
1
,
05
4
.
94

M
e
c
h
a
n
c
i
a
l
11
0
,
06
3
.
60

Y
a
r
d

P
i
p
i
n
g
10
8
,
39
6
.
90

B
u
i
l
d
i
n
g
10
4
,
21
5
.
00

M
e
c
h
a
n
c
i
a
l
10
3
,
48
7
.
30

H
V
A
C
Pa
g
e

1

o
f

3
Se
l
e
c
t
i
o
n
Cr
t
e
r
i
a
Lo
w
e
s
t

Q
u
a
l
i
f
i
e
d

B
i
d
Lo
w
e
s
t

Q
u
a
l
i
f
i
e
d

B
i
d
Lo
w

B
i
d
Lo
w
e
s
t

Q
u
a
l
i
f
i
e
d

B
i
d
Lo
w
e
s
t

Q
u
a
l
i
f
i
e
d

B
i
d
Lo
w

B
i
d
Lo
w
e
s
t

Q
u
a
l
i
f
i
e
d

B
i
d
Lo
w

B
i
d
Lo
w
e
s
t

Q
u
a
l
i
f
i
e
d

B
i
d
Lo
w
e
s
t

Q
u
a
l
i
f
i
e
d

B
i
d
Lo
w

B
i
d
Lo
w

B
i
d
Lo
w

B
i
d
Lo
w

B
i
d
Lo
w
e
s
t

Q
u
a
l
i
f
i
e
d

B
i
d
Lo
w
e
s
t

Q
u
a
l
i
f
i
e
d

B
i
d
Lo
w

B
i
d
Lo
w

B
i
d
Lo
w

B
i
d
Lo
w

B
i
d
Lo
w
e
s
t

Q
u
a
l
i
f
i
e
d

B
i
d
Lo
w

B
i
d
Lo
w

B
i
d
Lo
w

B
i
d
Lo
w

B
i
d
Lo
w

B
i
d
Da
t
e
09
.
25
.
20
0
4
09
.
25
.
20
0
4
09
.
25
.
20
0
4
01
.
2
9
.
20
0
5
09
.
25
.
20
0
4
09
.
25
.
20
0
4
09
.
25
.
20
0
4
03
.
05
.
20
0
5
10
.
30
.
20
0
4
10
.
02
.
20
0
4
09
.
25
.
20
0
4
10
.
30
.
20
0
4
11
.
2
0
.
20
0
4
09
.
25
.
20
0
4
09
.
25
.
20
0
4
09
.
25
.
20
0
4
09
.
25
.
20
0
4
09
.
25
.
20
0
4
09
.
25
.
20
0
4
09
.
25
.
20
0
4
10
.
30
.
20
0
4
09
.
25
.
20
0
4
09
.
25
.
20
0
4
10
.
30
.
20
0
4
10
.
30
.
20
0
4
01
.
01
.
20
0
5
09
.
25
.
20
0
4
02
.
05
.
20
0
5
01
.
22
.
20
0
5
09
.
25
.
20
0
4
09
.
25
.
20
0
4
10
.
30
.
20
0
4
CW
T
P

I
N
V
O
I
C
E

O
V
E
R

$2
5
K
In
v
o
i
c
e

N
u
m
b
e
r

Su
p
p
l
i
e
r
41
0
9
0
7

MO
R
S
E

C
O
N
S
T
R
U
C
T
I
O
N

G
R
O
U
P
,

I
N
C
.
96
0
8

WE
S
T
E
R
N

S
T
E
E
L

M
A
N
U
F
A
C
T
U
R
I
N
G

CO
~
10
8
1

7
6

AU
T
O
M
A
T
I
O
N

&

E
L
E
C
T
R
O
N
I
C
S
10
9
4
1
4

AU
T
O
M
A
T
I
O
N

&

E
L
E
C
T
R
O
N
I
C
S
96
3
4

WE
S
T
E
R
N

S
T
E
E
L

M
A
N
U
F
A
C
T
U
R
I
N
G

CO
~
41
0
7
8
3

MO
R
S
E

C
O
N
S
T
R
U
C
T
I
O
N

G
R
O
U
P
,

I
N
C
.
00
0
7
9
5
3
-
IN

RM

M
E
C
H
A
N
I
C
A
L

I
N
C
.
13
5
0
5
5

SL
O
A
N

F
E
N
C
I
N
G

&

C
O
N
S
T
R
U
C
T
I
O
N

I
N
C
PA
Y

A
P
P

5

HO
B
S
O
N

F
A
B
R
I
C
A
T
I
N
G

C
O
R
P
00
0
8
0
7
8
-

I
N

RM

M
E
C
H
A
N
I
C
A
L

I
N
C
.
41
0
9
0
7

MO
R
S
E

C
O
N
S
T
R
U
C
T
I
O
N

G
R
O
U
P
,

I
N
C
.
AP
P

N
O
.
HO
B
S
O
N

F
A
B
R
I
C
A
T
I
N
G

C
O
R
P
14
9
4
0S
M
U
S

RO
O
F
I
N
G
,

L
L
C
PA
Y

A
P
P

2

SO
M
M
E
R

B
U
I
L
D
E
R
S
,

I
N
C
.
96
1
9

WE
S
T
E
R
N

S
T
E
E
L

M
A
N
U
F
A
C
T
U
R
I
N
G

CO
~
41
0
8
4
8

MO
R
S
E

C
O
N
S
T
R
U
C
T
I
O
N

G
R
O
U
P
,

I
N
C
.
58
0
6

TA

D
I
B
B
L
E

EX
C
A
V
A
T
I
O
N

I
N
C
00
0
7
3
2
2
-

I
N

RM

M
E
C
H
A
N
I
C
A
L

I
N
C
.
41
0
8
4
8

MO
R
S
E

C
O
N
S
T
R
U
C
T
I
O
N

G
R
O
U
P
,

I
N
C
.
PA
Y

A
P
P

3

MC
A
L
V
A
I
N

C
O
N
S
T
R
U
C
T
I
O
N

I
N
C
AP
P

N
O
.
HO
B
S
O
N

F
A
B
R
I
C
A
T
I
N
G

C
O
R
P
95
8
6

WE
S
T
E
R
N

S
T
E
E
L

M
A
N
U
F
A
C
T
U
R
I
N
G

CO
~
00
0
7
6
0

I
-
IN

RM

M
E
C
H
A
N
I
C
A
L

I
N
C
.
10
8
1
9
9

AU
T
O
M
A
T
I
O
N

&

E
L
E
C
T
R
O
N
I
C
S
AP
P

N
O
.
HO
B
S
O
N

F
A
B
R
I
C
A
T
I
N
G

C
O
R
P
33
4
6
7

CA
P
I
T
A
L

P
A
V
I
N
G

I
N
C
AP
P

N
O
.
MC
A
L
V
A
I
N

C
O
N
S
T
R
U
C
T
I
O
N

I
N
C
10
9
4
1
5

AU
T
O
M
A
T
I
O
N

&

E
L
E
C
T
R
O
N
I
C
S
17
6
4

PU
L
S
C
O
58
0
5

TA

D
I
B
B
L
E

EX
C
A
V
A
T
I
O
N

I
N
C
53
8
5

B2

E
Q
U
I
P
M
E
N
T

C
O

I
N
C
10
8
2
0
0

AU
T
O
M
A
T
I
O
N

&

E
L
E
C
T
R
O
N
I
C
S
Pa
g
e

2

o
f

3
In
v
o
i
c
e
Am
o
u
n
t

Ac
t
i
v
i
t
y
99
,
07
0
.
00

C
l
e
a
r
w
e
l
l
93
,
33
7
.
50

S
t
e
e
l
90
,
25
0
.
00

E
l
e
c
t
r
i
c
a
l
/
I
&
C
88
,
35
0
.
00

E
l
e
c
t
r
i
c
a
l
/
I
&
C
85
,
50
0
.
00

S
t
e
e
l
82
,
55
8
.
00

C
l
e
a
r
w
e
l
l
79
,
04
0
.
00

M
e
c
h
a
n
c
i
a
l
76
,
94
1
.
2
5

F
e
n
c
e
75
,
92
6
.
00

H
V

75
,
10
7
.
95

M
e
c
h
a
n
c
i
a
l
37
0
.
75

C
1
e
a
r
w
e
l
l
71
,
7
5
6
.
35

H
V
A
C
71
,
25
0
.
00

R
o
o
f
70
,
82
9
.
15

B
u
i
l
d
i
n
g
70
,
15
7
.
50

S
t
e
e
l
69
,
52
3
.
06

C
l
e
a
r
w
e
l
l
66
,
73
2
.
58

Y
a
r
d

P
i
p
i
n
g
66
,
50
9
.
50

M
e
c
h
a
n
c
i
a
l
66
,
04
6
.
91

C
l
e
a
r
w
e
l
l
64
,
37
7
.
08

C
o
n
c
r
e
t
e
56
,
79
8
.
60

H
V
A
C
50
,
35
0
.
00

S
t
e
e
l
47
,
83
2
.
50

M
e
c
h
a
n
c
i
a
l
47
,
50
0
.
00

E
l
e
c
t
r
i
c
a
l
/
I
&
C
47
,
50
0
.
00

H
V
A
C
46
,
68
2
.
91

P
a
v
i
n
g
44
,
24
7
.

1
1

C
o
n
c
r
e
t
e
42
,
75
0
.
00

E
l
e
c
t
r
i
c
a
l
/
I
&
C
42
,
00
0
.
00

S
u
r
g
e

T
a
n
k
84
4
.
87

Y
a
r
d

P
i
p
i
n
g
38
,
53
9
.
00

T
a
n
k
s
38
,
00
0
.
00

E
l
e
c
t
r
i
c
a
l
/
I
&
C
Se
l
e
c
t
i
o
n
Cr
t
e
r
i
a
Lo
w

B
i
d
Lo
w

B
i
d
Lo
w
e
s
t

Q
u
a
l
i
f
i
e
d

B
i
d
Lo
w
e
s
t

Q
u
a
l
i
f
i
e
d

B
i
d
Lo
w

B
i
d
Lo
w

B
i
d
Lo
w

B
i
d
Lo
w

B
i
d
Lo
w

B
i
d
Lo
w

B
i
d
Lo
w

B
i
d
Lo
w

B
i
d
Lo
w

B
i
d
Lo
w

B
i
d
Lo
w

B
i
d
Lo
w

B
i
d
Lo
w

B
i
d
Lo
w

B
i
d
Lo
w

B
i
d
Lo
w

B
i
d
Lo
w

B
i
d
Lo
w

B
i
d
Lo
w

B
i
d
Lo
w
e
s
t

Q
u
a
l
i
f
i
e
d

B
i
d
Lo
w

B
i
d
Lo
w

B
i
d
Lo
w

B
i
d
Lo
w
e
s
t

Q
u
a
l
i
f
i
e
d

B
i
d
Lo
w
e
s
t

Q
u
a
l
i
f
i
e
d

B
i
d
Lo
w

B
i
d
Lo
w

B
i
d
Lo
w
e
s
t

Q
u
a
l
i
f
i
e
d

B
i
d
Da
t
e
09
.
25
.
20
0
4
01
.
2
9
.
20
0
5
09
.
25
.
20
0
4
11
.
06
.
20
0
4
09
.
25
.
20
0
4
09
.
25
.
20
0
4
11
.
23
.
20
0
2
09
.
25
.
20
0
4
09
.
25
.
20
0
4
03
.
05
.
20
0
5
10
.
30
.
20
0
4
02
.
05
.
20
0
5
09
.
25
.
20
0
4
10
.
30
.
20
0
4
09
.
25
.
20
0
4
09
.
25
.
20
0
4
09
.
25
.
20
0
4
CW
T
P

I
N
V
O
I
C
E

O
V
E
R

$2
5
K
In
v
o
i
c
e

N
u
m
b
e
r

Su
p
p
l
i
e
r
PA
Y

A
P
P

2

RM

M
E
C
H
A
N
I
C
A
L

I
N
C
.
58
5
0

TA

D
I
B
B
L
E

EX
C
A
V
A
T
I
O
N

I
N
C
PA
Y

A
P
P

2

RM

M
E
C
H
A
N
I
C
A
L

I
N
C
.
82
8
1
2
3

BE
C
K
W
I
T
H

&

K
U
F
F
E
L
58
0
5

TA

D
I
B
B
L
E

EX
C
A
V
A
T
I
O
N

I
N
C
41
0
8
8
3

MO
R
S
E

C
O
N
S
T
R
U
C
T
I
O
N

G
R
O
U
P
,

I
N
C
.
CD
M
2

RO
B
E
R
S
O
N

C
O
N
S
T
R
U
C
T
I
O
N

I
N
C
.
PA
Y

A
P
P

1

HO
B
S
O
N

F
A
B
R
I
C
A
T
I
N
G

C
O
R
P
48
8
1
8

G2
B

C
O
M
P
A
N
Y

I
N
C
59
0
9

TA

D
I
B
B
L
E

EX
C
A
V
A
T
I
O
N

I
N
C
PA
Y

A
P
P

5

HO
B
S
O
N

F
A
B
R
I
C
A
T
I
N
G

C
O
R
P
10
9
4
1
5

AU
T
O
M
A
T
I
O
N

&

E
L
E
C
T
R
O
N
I
C
S
48
8
2
1

G2
B

C
O
M
P
A
N
Y

I
N
C
10
8
1
9
9

AU
T
O
M
A
T
I
O
N

&

E
L
E
C
T
R
O
N
I
C
S
10
-
Ap
r

RO
B
E
R
S
O
N

C
O
N
S
T
R
U
C
T
I
O
N

I
N
C
.
19
0
2
0
3

CO
N
C
R
E
T
E

C
O
N
S
T
R
U
C
T
I
O
N

S
U
P
P
L
Y
82
8
1
2
3

R
E
T

BE
C
K
W
I
T
H

&

K
U
F
F
E
L
Pa
g
e

3

o
f

3
In
v
o
i
c
e
Am
o
u
n
t

Ac
t
i
v
i
t
y
36
,
43
5
.
00

M
e
c
h
a
n
c
i
a
l
35
,
07
9
.
72

Y
a
r
d

P
i
p
i
n
g
61
3
.
25

M
e
c
h
a
n
c
i
a
l
61
1
.
6
4

P
u
m
p
s
33
,
95
5
.
13

Y
a
r
d

P
i
p
i
n
g
33
,
02
3
.
00

C
l
e
a
r
w
e
l
l
32
,
23
4
.
70

C
i
v
i
l
29
,
93
3
.
55

H
V

29
,
45
2
.
00

S
h
o
t
c
r
e
t
e
28
,
93
1
.
06

Y
a
r
d

P
i
p
i
n
g
28
,
23
8
.
65

H
V
A
C
28
,
12
0
.
00

E
l
e
c
t
r
i
c
a
l
/
I
&
C
25
,
87
0
.
00

S
h
o
t
c
r
e
t
e
25
,
65
0
.
00

E
l
e
c
t
r
i
c
a
l
/
I
&
C
25
,
43
0
.
56

C
i
v
i
l
25
,
18
0
.
19

C
o
n
c
r
e
t
e

R
e
b
a
r
25
,
00
0
.
00

P
u
m
p
s
Se
l
e
c
t
i
o
n
Cr
t
e
r
i
a
Lo
w

B
i
d
Lo
w

B
i
d
Lo
w

B
i
d
Lo
w

B
i
d
Lo
w

B
i
d
Lo
w

B
i
d
Lo
w

B
i
d
Lo
w

B
i
d
On
l
y

B
i
d
Lo
w

B
i
d
Lo
w

B
i
d
Lo
w
e
s
t

Q
u
a
l
i
f
i
e
d

B
i
d
On
l
y

B
i
d
Lo
w
e
s
t

Q
u
a
l
i
f
i
e
d

B
i
d
Lo
w

B
i
d
Lo
w

B
i
d
Lo
w

B
i
d
UNITED WATER IDAHO INC.
CASE NO. UWI-O4-
FIRST PRODUCTION REQUEST
CITY OF BOISE
ATTACHMENT TO
RESPONSE TO
REQUEST NO.
City of Boise Response No.9 and No. 11
Replacement Main Projects 2000 - 2004
Pipe Footage Contract
Project Location Diameter Installed Total Cost Cost/Foot Basis
COOD601 JEFFERSON ST. (17TH TO 21ST)161 345 46.Owhyee
COOD602 BIRCH COURT 196 10,430 53.Owhyee
COOD603 H IG HLAN D/LiNCOLN/HOWE/M ICH IGAN 258 11,486 44.Owhyee
COOD603 H IGHLAN D/LiNCOLN/HOWE/M ICH IGAN 323 56,905 43.Owhyee
COOD604 34TH STREET 126 40,791 36.Owhyee
COOD605 ALBION STREET 361 047 30.Owhyee
COOD606 RIM STREET 615 29,745 48.Owhyee
COOD608 ROBERTSON/BIGGS/MARVIN 2,457 111 800 45.Owhyee
COOD701 ANNA STREET 238 52.Owhyee
COOD701 ANNA STREET 885 69,918 37.Owhyee
COOD702 MEADOW DRIVE 397 58.46 Owhyee
COOD702 MEADOW DRIVE 648 70,058 42.Owhyee
COOD703 GROVER STREET 147 348 29.Owhyee
COOD703 GROVER STREET 298 526 48.Owhyee
COOD704 18TH STREET & RESSEGUIE STREET 160 714 35.Owhyee
COOD704 18TH STREET & RESSEGUIE STREET 138 13,230 95.Owhyee
COOD705 ORCHARD STREET 164 53,765 327.Owhyee
COOD706 PARK BOULEVARD 16,874 992.Owhyee
COOD707 FEDERAL WAY MAIN RELOCATION 566 39,988 70.Owhyee
COOD707 FEDERAL WAY MAIN RELOCATION 627 99,358 61.Owhyee
COOD707 FEDERAL WAY MAIN RELOCATION 757 666 131.Owhyee
COOD708 HILL ROAD 480 39,338 81.Owhyee
COOD709 FRANKLIN STREET (16TH TO 17TH)173 17.Owhyee
COOD709 FRANKLIN STREET (16TH TO 17TH)700 885 54.Owhyee
C01 0601 HORIZON DRIVE 17,452 256.Owhyee
C01D602 15TH STREET & GOOD STREET 510 19,696 38.Owhyee
C01 0602 15TH STREET & GOOD STREET 500 65,195 130.Owhyee
C01 0603 HILL ROAD LOW PRESSURE AREA 239 83,091 67.Owhyee
C01D604 84 CROSSING 5,444 83.Owhyee
C01 0604 84 CROSSING 465 074 208.Owhyee
C01D605 BEACH STREET 768 40,478 52.Owhyee
C01 0606 LAUREL & HILTON STREETS 582 529 52.46 Owhyee
C01D606 LAUREL & HILTON STREETS 604 42,494 70.Owhyee
C01 0607 EDSON, SCOTT & KOOTENAI STREET 042 113,679 55.Owhyee
C01D608 BEACH STREET (GROVER-CASSIA)896 792 13.Owhyee
C01 0609 17TH ST. & W. HAYS ST.513 40,359 78.Owhyee
C01D702 T ARGEE STREET 303 291 20.Owhyee
C01D702 T ARGEE STREET 242 19,996 82.Owhyee
C01 0703 BAKER STREET 497 49.Owhyee
CO1D703 BAKER STREET 787 94.Owhyee
C01D703 BAKER STREET 260 232 35.Owhyee
C01D704 CLEVELAND STREET 710 33,176 46.Owhyee
C01 0705 16TH STREET 131 10,779 82.Owhyee
C01D705 16TH STREET 341 34,308 100.Owhyee
C01D706 PARK LANE DITCH CROSSING 18,335 366.Owhyee
C01 0707 FEDERAL W A Y(OVERLAND-BROADW A Y)030 178,824 44.Owhyee
C01D708 FEDERAL WAY(NY CANAL TO AMITY)262 15,698 59.Owhyee
C01D708 FEDERAL W A Y(NY CANAL TO AMITY)624 56,202 90.Owhyee
C01D708 FEDERAL WAY(NY CANAL TO AMITY)671 237,454 64.Owhyee
C01D709 WYE STAGE 2 445 20,286 45.Owhyee
C01D709 WYE STAGE 2 435 52,053 119.Owhyee
C01D711 DUNCAN LANE BRIDGE 129 685 44.Owhyee
C01D712 ROOSEVELT BRIDGE 17,067 243.Owhyee
C02D601 CURTIS AND FRANKLIN 475 23,213 48.Owhyee
C02D602 KRALL, AVENUE "C" AND "203 017 34.Owhyee
C02D602 KRALL, AVENUE "C" AND "797 103,226 57.44 Owhyee
C02D603 PIERCE AVE. & STATE STREET 191 18,467 96.Owhyee
Page 1 of 3
City of Boise Response No.9 and No. 11
Replacement Main Projects 2000 - 2004
Pipe Footage Contract
Project Location Diameter Installed Total Cost Cost/Foot Basis
C02D603 PIERCE AVE. & STATE STREET 353 085 39.Owhyee
C02D603 PIERCE AVE. & STATE STREET 429 26,235 61.Owhyee
C02D604 WOLFE STREET 162 73,597 63.Owhyee
C02D605 S. PACIFIC STREET 660 156 851 58.Owhyee
C02D606 SPAULDING STREET 144 579 66.Owhyee
C02D606 SPAULDING STREET 321 966 34.Owhyee
C02D607 EAGLESON ROAD 911 888 41.Owhyee
C02D608 SCOTT STREET (GROVER - CASSIA)908 28,179 31.Owhyee
C02D609 EAGLESON RD & DE VILLE STREET 207 852 33.Owhyee
C02D609 EAGLESON RD & DE VILLE STREET 688 30,811 44.Owhyee
C02D61 0 CLARK ST (ORCHARD-ROOSEVELT)392 657 50.Owhyee
C02D61 0 CLARK ST (ORCHARD-ROOSEVELT)182 15,184 83.43 Owhyee
C02D61 0 CLARK ST (ORCHARD-ROOSEVELT)728 150,484 55.Owhyee
C02D611 FAIRMONT ST(ORCHARD-PHILLIPPI)316 65,589 49.Owhyee
C02D612 32ND STREET MAIN EPLACEMENT 720 39,911 55.43 Owhyee
C02D613 14TH STREET (SPA - RIVER)258 15,069 58.41 Owhyee
C02D614 SUNTREE WAY 252 26,864 106.Owhyee
C02D615 GAGE STREET (WEST OF ORCHARD)256 165 67.Owhyee
C02D616 TOLUKA FILL LINE 045 155,236 75.Owhyee
C02D617 EL PELAR DR.CARTWRIGHT-SANADA 327 30,067 91.Owhyee
C02D618 LEMHI (CLEVELAND-LATAH)360 361 45.45 Owhyee
C02D701 FAIRVIEW AVE. & MILWAUKEE S1.803 380.Owhyee
C02D701 FAIRVIEW AVE. & MILWAUKEE ST.901 747.Owhyee
C02D703 FEDERAL WAY(AMITY TO YAM HILL)632 672 122.Owhyee
C02D703 FEDERAL WAY(AMITY TO YAM HILL)907 271 648 69.Owhyee
C02D704 MITCHELL ST. BRIDGE CROSSING 26,551 285.Owhyee
C02D705 PONDER AVE AND HILTON STREET 302 46,097 35.40 Owhyee
C02D705 PONDER AVE AND HILTON STREET 321 924 77.Owhyee
C02D706 MOUNTAIN VIEW DRIVE 120 50,186 44.Owhyee
C02D707 BEACH STREET(BOND-CRUZEN)646 32,007 49.Owhyee
C02D707 BEACH STREET(BOND-CRUZEN)213 22,211 104.Owhyee
C03D601 BLASER CIRCLE 357 235.Owhyee
C03D601 BLASER CIRCLE 539 20,614 38.Owhyee
C03D602 GROVER COURT 329 578 26.Owhyee
C03D602 GROVER COURT 996 62.Owhyee
C03D602 GROVER COURT 248 22,900 92.Owhyee
C03D606 SKYLARK DRIVE 438 563 Owhyee
C03D606 SKYLARK DRIVE 468 28,986 61.Owhyee
C03D702 14TH STREET(BRUMBACK-EASTMAN)903 322.Owhyee
C03D702 14TH STREET(BRUMBACK-EASTMAN)315 16,595 52.Owhyee
C03D704 15TH ST. (RIDENBAUGH-LEMP)577 38,267 66.Owhyee
C04D602 PHILLIPPI STREET 526 157.Owhyee
C04D602 PHILLIPPI STREET 893 960 48.Owhyee
C04D604 EDGECLIFF TERRACE 460 003 43.48 Owhyee
C04D605 CLOVER DALE (RAILROAD-FRANKLIN)915 101 073 11 0.46 Owhyee
C04D607 WOODLA WN/PLEAS/ROSS/29TH 170 187 36.Owhyee
C04D607 WOODLA WN/PLEAS/ROSS/29TH 680 451 46.Owhyee
C04D607 W OODLA WN/PLEAS/ROSS/29TH 525 163,650 64.Owhyee
C04D701 CLOVER DALE RD. (1-84 TO CAMAS)107 11 ,1 07 103.Owhyee
C04D701 CLOVERDALE RD. (1-84 TO CAMAS)597 31,185 52.Owhyee
C04D702 COLE RD.(VICTORY -CENTURY)100 39,910 399.Owhyee
C04D703 HERON, 12TH, 11TH & 10TH STS.235 472 48.Owhyee
C04D703 HERON , 12TH, 11TH & 10TH STS.630 36,894 58.Owhyee
C04D704 FRANKLIN STREET (17TH-18TH ST)370 730 85.Owhyee
C04D705 WASHINGTON ST. (10TH-13TH ST).320 575 45.Owhyee
C04D705 WASHINGTON S1.(10TH-13TH ST).715 005 89.Owhyee
C04D706 PLEASANTON ST. (21ST - 22ND)726 136.Owhyee
Page 2 of 3
City of Boise Response No.9 and No. 11
Replacement Main Projects 2000 - 2004
Pipe Footage Contract
Project Location Diameter Installed Total Cost Cost/Foot Basis
C04D706 PLEASANTON ST. (21 ST. 22ND)326 843 54.Owh
Total Footage 876 744,585 60.
miles 14.
Page 3 of 3
UNITED WATER IDAHO INC.
CASE NO. UWI-O4-
FIRST PRODUCTION REQUEST
CITY OF BOISE
ATTACHMENT TO
RESPONSE TO
REQUEST NO. 12
MAIN REPLACEMENT POINT SYSTEM
UNITED WATER IDAHO
THE MAIN REPLACEMENT POINT RA TING PROVIDED BELOW IS INTENDED TO BE USED AS
THE BASIS FOR SELECTING WATER MAINS FOR REPLACEMENT AND FOR PRIORITIZING
SELECTED PROJECTS.
PROJECT NAME:
PROJECT NUMBER:
POINTS TOT AL
COUNT PER EACH POINTSCRITERIA
Number of customers affected
Existing main size
;:::.or= 8"
Water main age
75 - 100 years
50 - 75 years
20 - 50 years
.::: 20 years
Water main materials
Galvanized Steel
AC mains
CI unlined
DI unlined
DI lined
PVC
Number of breaks over past three years
Number of discolored water calls over past three years
(if galvanized steel)
Number of low pressure calls over past three years
Other mitigating factors (note below)
Cost of Repair (three points per $5,000)
TOTAL POINTS
NOTES: