Cupertino City Council
July 16, 2024

PIPELINE CONSEQUENCE OF FAILURE EVALUATION METHODOLOGY
Water Quality Score
SeNice Water Quality Score
For each pipe, the water quality score was determined based on the number of services that would experience between O psi and 20 psi, and the number of services that would experience less than or equal to O psi during the break or isolation stage of a pipeline failure event. Each service experiencing between O psi and 20 psi contributed one point to the water quality score, and each experiencing less than or equal to O psi contributed two points to the service water quality score, as shown in Equation 3.2 below.

Service Water Quality Score = (#of services between) + 2 (#of services) (3_2) 0 psi and 20 psi :;:; 0 psi
Hydraulically isolated services that did not drop below 20 psi after the pipe break (i.e. before isolation) do not contribute to the water quality score. The rationale behind this was that hydraulic isolation does not negatively affect water quality because, although isolated services drop to O psi, isolation is a controlled event. Before an isolated pipeline is put back into service, the necessary protocols (e.g. flushing) will be taken to ensure only high quality water is provided to users. However, if a service elsewhere in the system that is not hydraulically isolated drops below 20 psi or O psi as a result of the isolation of the failed pipe, it will contribute to the water quality score.

If no services dropped below 20 psi in both the break and isolation stages, the service water quality score was equal to 0. In these cases the node water quality score was considered.

Node Water Quality Score
In some cases, areas of the water system without services may experience low pressures due to a pipeline failure. Should there be contamination infiltration into these parts of the system, it is still possible for contaminated water to be conveyed toward users' services. In order to account for these potential cases, the number of hydraulic model nodes that would experience less than or equal to O psi were considered for the node water quality score, as shown in Equation 3.3.

Only nodes with pressures at or below atmospheric pressure were included as part of the node water quality score because of the unlikelihood of water quality at a service being negatively affected due to pressures below 20 psi but above atmospheric pressure in a remote area. Any minor contamination infiltration would likely be disinfected by chlorine residual before the water reaches any service.

Node Water Quality Score = # of nodes :<:; 0 psi
Pipeline Consequence of Failure Study
October 2015
(3.3)

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PIPELINE CONSEQUENCE OF FAILURE EVALUATION METHODOLOGY
Water Quality Score
In cases where the service water quality score was greater than 0, the service water quality score was used as the water quality score. When the service water quality score was equal to 0 (i.e. no services were affected by low pressures), one-half of the node water quality score was used. Only a half of the node water quality score was used because, although contaminated water may be introduced into the system at atmospheric or sub-atmospheric conditions, the chlorine residual may disinfect the contaminated water in the time it would take to reach users services. Equation 3.4 shows the process for determining the water quality score. After a water quality score was calculated for all pipes, the scores were scaled such that the maximum score was equivalent to a value of 1.
{ Service WQ Score , Service WQ Score > 0
Water Quality Score == ~ x (Node WQ Score), Service WQ Score= 0 (3.4) Critical Facilities
Pipes affecting critical facilities by lowering their service pressures below 20 psi due to a pipe break had their scores elevated to the maximum water quality score of 1. In addition, pipes that took critical facilities out of service during the isolation stage were also given the maximum water quality score of 1. Although isolation is not typically a water quality concern, because it is a serious overall health concern for critical facilities requiring constant water service, it was considered a reasonable cause for score inflation.

Flooding Score
For each pipe, the flooding score was determined based on estimated flooding intensity and population density of the estimated flooded area.

Estimated Flooding Intensity
Flooding intensity resulting from a pipe break is difficult to approximate as it is dependent on numerous factors. However, it can be roughly approximated as a function of the discharge rate of the pipe break and the time it takes to isolate the failed pipe, as shown in Equation 3.5.

Flooding Intensity :::: (Discharge Rate) x (Time Until Isolation) (3.5) The discharge rate for each pipe break was attained from the hydraulic model (see Section ' 3.2.1 Hydraulic Mode{), and the time required to respond to and isolate each failed pipe was approximated based on the pipeline emergency response procedures and practices of SJWC's Field Service and Distribution Systems Departments.

Pipeline Consequence of Failure Study
October 2015 Page I 22
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Ccnlpony PIPELINE CONSEQUENCE OF fAILURE EVALUATION METHODOLOGY Typically, when SJWC is notified of a water leak, it may take a Field Service worker up to 45 minutes to respond and arrive at the site of the break for investigation. If the Field Service worker is able to close the valves by hand (i.e. when valves are not larger than 8-inch gate valves or 12-inch butterfly valves), then it will usually take up to 10 minutes to close each valve.

However, if valves cannot be closed by hand (e.g. larger valves) the Field Service worker will contact the Distribution Systems Department to have a truck dispatched. It may take up to 45 minutes for the truck to arrive onsite, and it may take up to 15 minutes to close each of the remaining valves. The flow chart used for deciding the approximate required time for isolation is shown in Figure 8.
,------- -7
.---- --- '
( SJWC Notified of
i
Add 45 min for Fleld
\ M~ln Break ..,} ! Servic:e Response 1
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Notes:
1 Add 45 min for
I Distribution System 1
truck dispatch and
arrival
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Aou 10 min per
valve
Add 15 min per
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~ Failed Pipe Isolated\
Gate Valve >8" ,...1 ___ __.
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(1) Field Service response time of 45 min assumes SJWC is notified outside of working hours. (2) This pathway assumes that all gate valves ~8" and butterfly valves ~12" in diameter are closed by Field Service by the time the Distribution System truck finishes its work. However, if takes longer for Field Service to close the smaller valves than it does for the Distribution System truck to be dispatched and close the larger valves, then the time it takes to close the smaller valves should be used.

Figure 8. Estimated Time Required for Isolation Flow Chart Population Density
Flooding occurrences in densely populated areas will have a greater impact on general public safety. The average population density associated with each pipe was estimated based on the intersection of the population polygons and the flooding buffer of each pipe. See Section 3.2.2 Geographic Information System (G/S) for more detail on how the population density for each pipe was estimated.

Pipeline Consequence of Failure Study
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Flooding_ Score

PIPELINE CONSEQUENCE OF FAILURE EVALUATION METHODOLOGY
The flooding score for each pipe was calcula1ed by multiplying estimated flooding intensity by the logarithm of the estimated average population density in the vicinity of the pipe, as shown in Equation 3.6. The logarithm of the population density was used for a more even distribution.

After the flooding scores were calculated for each pipe, they were scaled such that the maximum flooding score was equivalent to a value of 1 .

Flooding Score = (Flooding Intensity) x log(Population Density) (3.6) Critical Facilities
Pipes affecting critical facilities due to flooding had their scores elevated to the maximum flooding score of 1.

3.3.2 Transportation Impact Category Scoring
The Transportation impact category is a large contributor to the overall consequence of failure score, accounting for 20 percent of the total weight. The score for this impact category is calculated solely based on flooding of public transportation corridors. The City of Cupertino categorizes their road types similarly to the United States Department of Transportation Federal Highway Administration's classifications. Table 5 tabulates the City of Cupertino road types along with their estimated Annual Average Daily Traffic (AADT). The AADT is defined as the total volume of vehicle traffic in a year divided by the number of days in a year, in units of vehicles. A map provided by the City of Cupertino with the MDT values for major roads is included in Appendix B.

Pipeline Consequence ofFai/ure Study
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PJPEUNE CONSEQUENCE OF FAILURE EVALUATION METHODOLOGY
Table S. Transportation Corridor Annual Average Daily Traffic Transportation
Corridor
C!assitication
Notes:

Lower
N/A
3,300
80 Annual Average Daily Traffic
Upper Average
265,000 (Route 280) NIA 222,000 (Route 85)
35,800
15,700
14,580
700 400
Source
California Department of
Transportation 2009
Traffic Census 1
City of Cupertino
City of Cupertino
City of Cupertino
US Department of
Transportation Federal
Highway Administration2
(1) 2009 Traffic Census data was used because the AADT data from the City of Cupertino for arterials, major collectors, and minor collect.ors are primarily from 2009. This allows for a fair comparison between the two datasets and more representative relative values.
(2) The United States Department ofTransportation Federal Highway Administration provides general MDT ranges for various road classifications.

In order to determine the amount of impact each pipeline failure would have on public transportation, flooding areas for each pipeline were geospatially plotted and overlaid with roads and railroads (see Section 3,2.2 Geographic Information System (GIS) for more detail on flooding areas). Each pipe was given a score equivalent to the AADT value of the highest traveled road affected by the pipe. For example, a pipe affecting both an arterial and a major collector would receive a score of 35,800. One exception, however, was that only half of the AADT value for freeways was taken into account because of the unlikelihood of flooding both sides of freeways with center dividers. After the transportation corridor scores for all pipelines were assigned, scores were scaled so that the maximum score was equivalent to a value of 1.

Passenger Railroads
Pipes that affected passenger railroads due to flooding were given the maximum score of 1.

Although passenger railroads would likely not affect as many people as freeways, the impact would be great because trains are typically4 unable to take alternate routes to get to their destinations, and any railroad damage could r~quire extended repair times.

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.IIII E'::, PIPELINE CONSEQUENCE OF FAILURE EVALUATION METHODOLOGY

3.3.3 System Operations Impact Category Scoring
The System Operations impact category accounts for 20 percent of the total consequence of failure scoring weight. This impact category score takes into account pipelines that are necessary for the continual operation of the water system. Pipes that cross SCVWD transmission mains were considered critical to the overall operations of the water system, as SJWC relies heavily on these transmission mains for water supply; these pipes were given a score of 1. In addition, critical pathway pipes without redundancy that are essential for the operation of pumps or tanks were also given a score of 1. Table 6 presents the scoring summary for the system operations impact category. See Section 3.1.5 System Operations Impact Category Scoring for more information on the System Operations impact category.

Tobie 6. System Operations Impact Scoring Summary
Parameter
Pipe· crosses SCWVD transmission main. and/or is a
criticaJ pathway pipe
Pipe does iiot cross SCVWD.trarisrriission main and
is not a~c:rltical pathway pipe
Pipeline Consequence of Failure Study
October 2015
System Operations
Impact Score
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PIPELINE CONSEQUENCE OF FAILURE EVALUATION METHODOLOGY

3.3.4 Business Impact Category Scorin g
The Business impact category accounts for 10 percent of the total consequence of failure score weight. The overall process and methodology for calculating the Business impact category score is presented in a flow chart in Figure 9. Following the flow chart is the discussion and rationale for the methodology.

Consequence of
Failure Score
Transportation • Business
(
Heal.th and) ( System ) ,
= 0.5 Safety + 0.2 ( Impact ) + 0.2 Operations + 0.1 ( Impact ) Impact S Impact core Score Score Sco1·e .~
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Bus11tess Impact = 0.6 (Out of Ser1Jice Score)+ 0.4 (Flo"ding Score) Category Sco1·e t a '- I
I
0-ut of Service Sc ore ;;;;; l ( Commercial and lndustrtal + i) og Inhibited Demand
Flooding Score #of Commercial and Industrial = Properties A/ fected Figure 9. Business Impact Cate,gory Scoring Process and Equations Out of Service Score
The Out of Service score, which is a measure of business impact due to a water service outage, was based on inhibited demand. The inhibited demand is equivalent to the average day demand (in gpm) of the services placed out of service, which can also be understood as the amount of water that would have been used by businesses had there been no service outage. The equation used for the Out of Service score is as follows, in Equation 3. 7:
0 t f S • S r _ l ( Commercial and Industrial + i) u o ervice co e - og 1 h'b' d D d n 1 tte eman . (3.7) A small number of commercial and industrial services with very high demands create a skewed and uneven demand distribution . Therefore, the logarithm of the demands was used for a more even distribution. A value of 1 was added to the demand before the logarithm was taken in order to avoid negative Out of Service scores and also to ensure that pipes which did not affect Pipellne Con8equence of Failure Study
October 2015 Page 127
.au;:£: PJPEUNE CONSEQUENCE OF FAILURE EVALUATION METHODOLOGY commercial or industrial demands would receive a score of O (i.e. /og(0+l)=0). After the scores were obtained for each pipe, the results were scaled such that the maximum value was equal to a value of 1.

Flooding Score
The flooding score for the business impact category was equivalent to the number of commercial and industrial parcels affected. A parcel was considered affected if it was at least partially within the flooding region of the pipe. Equation 3.8 presents the equation used to calculate the flooding score.

Flooding Score #of Commercial and Industrial
Properties Affected (3.8)
After the flooding scores were obtained for each pipe, results were scaled such that tha maximum score was equivalent to a value of 1.

Business Impact Category Score
The overall Business impact category score is equivalent to the weighted sum of the Out of Service score and the flooding score for each pipe. The Out of Service score was given a 60% weight, and the flooding score was given a 40% weight. The flooding score was given a lower weight than the Out of Service score because of the higher degree of uncertainty with flooding.

In the event of a pipe break, there is uncertainty as to where the break will occur along the pipe, and there is also uncertainty as to the exact destination of the discharged water. Nevertheless, because a large flooding scenario would leave a relatively long-term negative impact on businesses, a weight no lower than 40% was considered appropriate. Equation 3.9 is the equation used to obtain the overall Business impact category score for each pipe.

Business Impact Category Score = 0.6 (Out of Service Score)+ 0.4 (Flooding Score) (3.9) After the scores for each pipe were calculated, they were scaled such that the maximum score was equivalent to a value of 1.

Freight Railroads
Railroads exclusively used for freight transport are critical to numerous industrles requiring the transport of goods. Because pipes that impact freight railroads due to flooding would have a large impact on many businesses, they were given the maximum business impact category score of 1.

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4. Pipeline Consequence of Failure Evaluation Results

4.1 Results for Overall System
Every pipeline in the Cupertino Lease area was evaluated according to the methodology explained in Section 3.3 Pipeline Consequence of Failure Scoring Methodology and ranked based on the calculated consequence of failure scores. Pipes with identical final scores were prioritized according to their flooding intensities. Results were grouped into four criticality categories as shown in Table 7. Figure 1 O shows the breakdown of the four criticality categories by pipe count and by pipe segment length.

Table 7. Criticality Categories by Rank
Criticality
low
Criticality Results by Count
Medium
30"
Rank
1 - 106
107 - 212
213 -530
531 -1061
Rank by Percent
Top 10%
10 - 20%
20-50%
50-100%
Criticality Results by Length
Fisure 10. Percent Distribution of Criticality Results by Count and by Length A compiled summary of the impact category scores, final consequence of failure scores, and final rankings for all pipes in the Cupertino Lease Area is included in Appendix C. Final results for all pipes by rank are geospatially presented in Map 7.

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MAP 7J CONSEQUENCE OF FAILURE ANALYSIS - Results by Rank W+E
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- 213 },530-> Medium Criticality (30%)
- 531- f 61 -> Low Criticality (50%)
RoadTylj"
- Free-.yays
=='! Arterials
- Major Collectors
- Minor Collectors
Com,t,ercial/lndustrial Business
lndusral Business
1111!11 Com'f.ercial Business .
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PIPELINE CONSEQUENCE OF FAILURE EVALUATION RESULTS

4.2 Results for Pipes Affecting Critical Facilities, Key Features, and System Operations
The following results summarize the number of pipes affecting critical facilities, key features, and system operations due to water quality impact, flooding, or placing services, tanks. or pumps out of service. Results indicate that 9 pi~s affected a critical residential unit re~uiring constant water service for life supPQrt, 103 pipes affected schools, 8 pipes affected freeways, 22 pi es affectea freight railroads, and 39 pipes affected system operatiori1s. No hospitals, acute health care facilities, or passenger railroads were found within the Cupertino Lease Area. See Figure 11 for a visual breakdown of the number of pipes affecting these key features and operations.
120
100
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20 0
Count of Pipes Affecting Critical Facilities, Key Features and System Operations
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Figure 11. Breakdown of Pipes Affecting Critical FaciUties, Key Features, and System Operations Pipeline Consequence of Failure Study
October 2015 Page I 31
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CO(tll)a"y PIPELINE CONSEQUENCE OF FAILURE EVALUATION RESULTS Pipes affecting critical facilities, key features, and system operations predominantly fell within the high or medium-high criticality categories. Figure 12 shows the breakdown of criticality categories for pipes affecting critical facilities, key features, and system operations.

Dialysis/ Life Support Schools
10 /
9 /
100 ,, 85
::•
1: 75 :::,
0 ~ so
a.
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High Med-High Medium Low High Med-High Medium Low
Criticality Criticality
Freeways System Operations
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Freight Railroads
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Criticality
Figure 12. Humber of Pipes by Criticality Affecting Critical Facilities, Key Features, and System Operations Pipeline Consequence of Failure Study
October 2015 Page I 32

RECOMMENDED IMPROVEMENTS AND ACTIONS

5. Recommended Improvements and Actions
The results and finding$ of this study are intended to provide a baseline to help with future efforts to identify and prioritize pipeline capital improvement projects. Definitive main replacement and rehabilitation projects are not included as part of tfiis study. SJWC requests that the Cit_y o Cupertino provide more pipe type and age of installatfon data before a comprehensive probability of failure analysis is conducted for the development of definitive pipeline improvement projects. However, the results of this study did bring to surface the need for a regulator installation, a valve installation, and easement documentation.

5.1 Regulator Installation for Mann Regulated Zone
Mann Regulated Zone is located within the northeast portion of the Cupertino Lease Area.

Although most pipes within Mann Regulated Zone do not affect any critical facilities, key features, or businesses, nearly all of them fell within Medium-High and Medium criticality categories. The cause of these results is that Mann Regt1lated :Zone was designed with only one regulator station as the le i □ p1:.1 int the z.one. ::rher!:U.Qre, when there is high demand in the zone due to fire flows or a pipeline fai1.1,1re, nearly all services in the regulated zone drop to very low pressur~s. often to subatmoepheric pressures, regardless of which pipe fails.

Therefore, SJWC recommends an 8-inch pressure regulator be installed on the northern border of Cupertino Memorial Park, near the intersection of Christensen Drive and Fenway Court. This improvement will prevent many services from dropping to low pressures in the event of a pipeline failure and will also increase fire-flow capacity to help meet current fire department flow requirements. Figure 13 shows the location of the proposed B~inch regulator in relation to Mann Regulated Zone, and Figure 14 shows the regulator in relation to its immediate vicinity. This improvement is recommended for implementation in 2017 and is estimated to cost $117,600.

Pipeline Consequence of Failure Study
October 2015 Page I 33
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• Legend
I G Proposed Regulator
• E~isting Re~ulator
• E.xistmg Zone Valve
- Pipeline - Mann Regulated Zone
Pipeline
Mann Station
Prop~ed 8-,nch
regulator wiU allow
wate1 mto Mann
\ Regulated Zone lo
kee.p i:,res$Ure,
liigt,er ,n the <!vent of
a main break or fire
Cl: .... :i- ..:
-iai,~•
........ 0,
Figure 13. Recommended 8-inch Pressure Regulator and Mann Regulat~d Zone ngure 14. Recommended B-inch Pressure Regulator and Immediate Vidnity Pipeline Consequence of Failure Study
October 2015 Page I 34
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5.2 Valve Installation

RECOMMENDED IMPROVEMENTS AND ACTIONS
A 2,200-ft long, 14-inch diameter pipe alignment on South Foothill Boulevard between Stevens Creek Boulevard and Alcalde Road requires 7 valves to be closed to achieve hydraulic isolation, 4 of which are greater than or equal to 12 inches in diameter. In the event of a catastrophic break anywhere along this alignment, it is estimated that approximately 2 million gallons could be discharged into the surrounding area. However, with the installation of a 14-inch valve at the intersection of South Foothill Boulevard and Stevens Creek Boulevard, only two valves greater than or equal to 12 inches in diameter will need to be closed, thereby decreasing the time required to hydraulically isolate the alignment and reducing the volume discharged by up to 400,000 gallons. iherefore, it is recommended that a 14-inch valve be installed as illustrated in Figure 15. This improvement is recommended for implementation in 2017 and is estimated to cost $21,900.

Figure 15. Recomm•nded 14-inch Valve Installation

5.3 Easement Documentation
It was found that a number pipelines within the Cupertino Lease Area cross through private property yards and streets. SJWC requests the, City of Cupertino provide documentation defining the limits of the easements, as they woµld be necessary for any potential pipeline improvements in these areas. Map 8 highlights the location of these pipelines and Table 8 lists APN's and addresses of parcels that intersect these pipelines.

Pipefine Consequence of Failure Study
October 2015 Pagel 35
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Table B. Easement Documentation RequeJt list
APN Addres s
326-12-049 10420 CRESTON OR
326-12-051 10440 CRESTON DR
326-12-052 10450 CRESTON DR
326-13-035 10407 VISTA KNOLL BLVD
326-15--076 10370ALPINE OR
326-15-076 10370ALPINE DR
326-15-076 10370 ALPINE DR
326-15-076 10370 ALPINE DR
326-1S-103 22364 SALEM AVE
326-15-130 22445 CUPERTINO RD
326-15-130 22445 CUPERTINO RO
326-16-045 10130 CRESCENT RD
326-16-047 10151 HILLCREST RD
326-16-050 10181 HILLCREST RD
326-16-052 10161 HILLCREST RD
326-16-053 10143 HILLCREST RO
326-16-055 10133 HILLCREST RD
326-16-061 10191 HILLCREST RD
326-16-080 10171 HILLCREST RD
326-17-013 10168 AMELIA CT
326-17--019 10201 AMELIA CT
326-17-020 10185 AMELIA CT
326-17-026 10171 AMELIA CT
326-17-0S3 10151 AMELIA CT
326-18-057 10019 OAKLEAF PL
326-27-037 10145 PARKWOOD DR
326-27-037 10145 PARKWOOD DR
326-27-037 10145 PARKWOOD DR
326-27--037 10145 PARKWOOD DR
326-27-037 10145 PARKWOOD DR
326-35-063 10451 PHAR LAP DR
326-35-068 SOUTHERN PACIFJCTRANS.
326-37-004 10391 RIVERCREST CT
326-37-047 CRESTON DR
326-39--060 SANTA CLARA VALLEY WATER
326-41-033 10S00 CASTINE AVE
326-41-095 21291 MILFORD DR
326-41--096 21301 MILFORD DR
326-41-097 21311 MILFORD DR
326-41-098 21321 MILFORD DR
326-41-099 21331 MILFORD OR
326-41-100 21341 MILFORD DR
326-41-101 21361 MILFORD DR
326-41-102 21371 MILFORD DR
326-41-103 21381 MILFORD DR
Pipeline Consequence of Failure Study
October 2015

RECOMMENDED IMPROVEMENTS AND ACTIONS
APN Address
- 326-41-104 21391 MILFORD OR
326-41-105 21401 MILFORD DR
326-41-106 21421 MILFORD DR
326-41-107 21431 MILFORD DR I
326-41-108 21451 MIU:ORD DR
326-41-109 21461 MILFORD DR
326-41-114 OTY OF CUPERTINO -
326-47-019 10410 STOKES AVE ,
326-49-007 10650 STOKES AVE
326-49-018 21887 WILSON CT
326-49-034 STOKES AVE
326-55-023 10315 ANN ARBOR AVE
342-12-063 22615SALEM AVE
342-12-064 22625 SALEM AVE
342-12-064 22625 SALEM AVE
342-12-064 22625 SALEM AVE
342-12-090 22611 POPPY DR
342-29-057 10495 MERRIMAN RD
342-44-017 10500 SAN FELIPE RD
342-44-020 10530 SAN FELIPE RD =
342-45--007 22864 VOSS AVE
342-45-035 10396 AVENIDA LN ' 342-48-006 22654 OAKCREST CT 342-48--018 10439 HENEY CREEK Pl
a
342-48-030 10350 HENEY CREEK PL
342-48-030 10350 HENEY CREEK PL
342-57--009 10799 JUNIPER CT
342-57-030 10829 SYCAMORE CT
342-58-003 22238 HAMMOND WAY
356-01-021 10980 MIRAMONTE RD
356--05--005 MCCLELLAN RD
356-06-030 2 2044 BAXLEY CT
357-01--027 22288 BELI.EVUE AVE
357--01-033 10168 CASS PL
357--04-029 10494 MIRA VISTA RD
357-06-016 10489 SCENIC BLVD
357-09-053 22120 STEVENS CREEK BLVD
357-10-006 21975 SAN FERNANDO AVE
357-10-008 21979 SAN FERNANDO AVE
357-12-0S5 10485 SAN FERNANDO AVE
' 357-20-019 10340 BUBB RD
357-22-006 10106 IMPERIAL AVE
357-22-007 101041 MPERIAL AVE
3S7-22-035 10118 IMPERIAL AVE

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MAP 8. CONSEQUENCE OF FAILURE ANALYSIS - Water Mains Crossing Private Properties W+E
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Mercedes Road Re"se
6,000
,._~~ .... ~
! Feet S9'Vlce La~ Credrta· USGS Th~ Natrona! Map· National Boondarles Oatastl. National Elevatlor, Ootl aet, Oeogr..-C Mamet information $y1tem, Nabooal Hydrogqphy Dataset.· Nltlonll Land CoYer Database, NatiOnal StrucbJNs Dataset, and National Trantpo,tabon Dataset. U.S Cen1u1 Buota»- TIGER.One, HEftf Road Datil ,:-
~an Jose
Water
Company
~ ~
II
~ :oWe"(!_~, Pe-ar Dr StatJon
~-.&,.•'4·"!·""" .. :
- '
I
I
"
f• r
-·SanJo .. Water
•••••• Comp••Y
Appendices
Pipeline Consequence of Fai1ure Study
October 2015
Pipeline Consequence of Failure Study
October 2015

APPENDIX A
City of Cupertino Land Use Map
J+= -~---
·' n
p
'
!~--
=It ':,:,--. -
,..;--r.• __ <.:.....;.\-; ' <';_...
' (( --
:~~ -
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.r ,. / !
i
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P1pe/,ne Consequence of Failure Study
October 2015

APPENDIX B
City of Cupertino Annual Average Daily Traffic
2,030

13.2003)
\
\
\ 7,940
''-----~-
.,
. i
~ ~~--d ~ ("- ~ ,0 ~
~ !,!
i
6, ◄ SO
(!.i.2009)
~ .- MCCLELLAN RD.
(3.200,)
;I ~I&!
(\a"' N ~
Q ~00 'I 200 ' 2400 ' 4800'
Graphic Scale

7.3.50 ----
---@;§J-- Q -- 8,070 0,::
1 ◄ -~i c,:,
~
~
Ill

RATNBOWDR
~
~
~,
HOMESTEAD RD. ~ I
, 0 """ 1 ,,,.,, ,o ,..o ~ I o.,oo
--~----i---~-1--~--j--~;'·""" ---
107-40
-~--
1 l,b30 ~ 10,nr;2 • 10,.,20 _ 6.t50
1-4,Z0:>9) '2,20071 ~ ( .. _2009) 8 8 ~!'.I {1.2013)
~ i ~8 < ; ~ !~
i ~ ~; ~ __ fRJJ_ NERIDGE A.VE
j I l'lla-11:()8 ' ~-~-;:: 'J
~
(4.20CY.1J
PROSPl!Cf RD.
3,SOO
3,520
(-1.2009)
lQ
2~ .,.,
"'ii
!'!!

STEVENS CREEK
1S300
---~-~, 'ii;r&r
. (!0.2012.)
~ I ,.,ao
~ ..1: f 3,bOO ~OUliSAVE
<'l,
~: .. ,-,··. ZC'J.,. N~
<
;~
~!'i
BLVD.
i?.,300 1-t,90G
--~- --~---
lb,93!;1
(2.20CIT)
~
i Iii
~
;:;i
~l~I~ !
13,730
13 2000,
·~ Q
~ ;S BOLLINGER RD.
9,990
~
10,5&0
(5.2000
CITY ~ ~~;_;RTINO ¼.
2009 "o
= Freeway & Expressways
•••• = Arterials
- = Major Collector
= Minor Collector
CJ = Average Daily Traffic (ADT)
(typically a Wedne:iday)
(0.0000) = DATE ===-.":u
Mll:li:nowtM'lffi
21,190
11,200
, •. 2000)
...,..,.,....WOol.19 .. lf'WI
.r.:111- - ~ •Jos.

Wahlr
Company

APPENDIXC
Pipeline Consequence of Failure Scores and Rankings Table Pipeline Consequence of Faifure Study
October 2015
Pipeline Consequence of Failure Scores and Rankings Table Neta: Pipit, with idelllicaf C:onsaque-nc• of F;t.ilure-Score!i were prioritb:vd accordir111n t~eir floadina Wltan.sit~s. tr, . -..... , .. . .. ..... - ' . · -
Floodl~ lmPKt Ot•oerv Q>/Kequence '
Diameter L,qth •rrtensitv Health• System of F1ilur1
..

Pipe ID Uni (ftl !rail Safety TArupcltatlon l115'rlen
011 ■ mlors Jmpactkore
0531520 12 107 1,168,042 0.8756 0.1414 1.0000 l.0000 0.7661 1 0531685 12 637 803,565 0.8134 1.0000 0.0956 00000 0.6162 2 0532529 12 181 779,5&6 0.8283 0.3225 1.0000 0.0000 0.5787 3 D531717 12 120 792,816 1.0000 0.3225 0.0000 0.0000 0.5645 4 D531672 10 111 649,809 1.0000 0.3125 0.0000 0.0000 0.5645 ~ D531689 10 31 1,230,701 0.8719 0.1414 1.0000 0.0000 0.5642 6 I
D533109 12 52 1,985,310 09572 0.1414 0.3780 0.0000 0.5447 7 I D530938 14 667 1,847,805 0.9350 0.1414 0.2817 0.0000 0.5240 e D5427S1 14 77 2,038,245 0.9263 0.1414 0.2817 0.0000 0.5196 9 D530939 12 35 ' 1,969,425 0.9399 0.1414 0.1878 0.0000 0.5170 10 0S31889 10 8 615,731 1.0000 0.0802 0.0000 0.0000 0.5160 11 0531890 6 36 605,441 1.0000 0.0802 0.0000 , 0.D000 0.5160 12 '
0531896 6 53 494,360 1.0000 0.0802 0.0-000 0.0000 0.5160 13 0531895 6 127 456,025 1.0000 0.0802 0.0000 0.0000 05160 11 D531892 6 16 417,053 1.0000 0.0802 0.0000 0.0000 0,5160 1S 0S31916 6 135 414,540 1.0000 0,0802 0.0000 0.0000 0.5160 16 D531897 8 68C 389,632 1.0000 0.0802 0.0000 0.0000 0.5160 17 0531898 6 411 363,936 ' l.D000 0.0802 0.00D0 0.0000 05160 18 D531894 6 895 291,278 1.0000 0.0802 0.0000 0.0000 0.5160 19 D540881 16 ' 161 1,577,040 1.0000 0.0036 0.0000 0.0000 O.SOD7 20 0540878 16 264 1,5TI,204 1.0000 0.0036 0.0000 0.0000 0.5007 21 ) 05.31369 15 7118 1,524,780 1.0000 0.0036 0.0000 0.0000 0.5007 22 D540879 6 28 1,000,812 1.0000 0.0036 00000 0.0000 05007 23 ) D531368 6 242 598,776 1.0000 0.0036 0.0000 0.0000 0.5007 24 0531563 8 850 353,269 1.0000 0.0036 0.0000 0.0000 0.5007 25 ) 0531687 12 10 915,474 0.8311 03225 0.0956 0.0000 0.4896 26 D532531 12 211 743,266 0,B204 0.3225 0.0956 0.0000 OA842 27 ) D532060 12 97 1,374,908 0.8843 0.1414 0.0939 0,0000 0.4798 : 28 0532530 8 24 711,l~ 08206 ' 0 ,3225 0.0482 0.0000 04796 29 j 0532S27 12 8 776,246 0.8280 0,3225 0.0000 0.0000 0.478S 30 D5316&6 6 39 613,947 0.8044 0.3225 0.1071 0.0000 0.4774 31 D532528 8 31 721,667 0.8222 0.3225 0.0047 0.0000 0.4761 32 0532070 12 233 1,420,860 08941 0.1414 0,0000 0.0000 0,4.753 33 0542774 12 24 768,893 0.8198 0.322S 0.0000 0.0000 0.4744 34 D535814 12 1 326 767,151 0.8191 0.3225 0.0000 0.0000 0.4741 35 I D531682 12 479 765,504 0.!!182 0.322.S 0.0000 0.0000 04736 36 I 0532176 12 6 1,404,297 08900 0.1414 0.0000 0.0000 0.4733 37 I
) D532177 12 6 1,405,580 , 0.8899 0.1414 0.0000 0.0000 0.4732 38 I
D532127 12 50 1,406,619 0.8895 0.1414 0.0000 0.0000 0.4730 39 ) D532062 20 20 1,377,513 0.8884 0.1414 0.0000 0.0000 0.4725 40 I
0542773 12 6 716,436 0.&150 0.3225 0.0000 0.0000 0.4720 41 D542775 12 15 711,996 08146 0.3225 0.0000 0.0000 0.4718 42 )
0542784 12 15 740,421 0.8144 0.3225 0.0000 0.0000 0.4717 43 I 0542772 12 24 6.94,72!l 0.8130 0.3225 0.0000 0.0000 0.4710 44 I
)
0542777 12 20 726,017 0.&130 0.3225 0.0000 . 0.0000 0.4710 45 0531680 g 6 692,244 08128 03225 0.0000 0.000Q 0.4709 46 0532058 12 10 1,221,264 0.8662 0.1414 0.0939 0.0000 0.470& 47 i 0531974 12 203 1,399,236 0.8841 0.1414 0.0000 0.0000 0.4704 48 0542776 12 24 714,137 0-8114 0.3?25 0.0000 0.0000 0.4702 49 D532128 12, 46 1,345,181 0.8831 0,1414 00000 0.0000 0.4698 so D531673 12 3S0 678,659 0.8093 0.3225 0.0000 0.0000 0.4692 51

0.542780 8 24 650,556 0.8090 0.3225 0.0000 0.0000 0.4690 52 0S31671 12 108 664,119 0.8088 0.322!\ 0.0000 0.0000 0.4689 53 .

I D532071 12 906 1,321,392 0.8804 0.1414 0.0000 D.0000 0.4685 54 ) 0531684 u 42 787,992 0.8074 0.3225 0.0000 0.0000 0.4682 55 0532059 11 91 1,154,220 0.B603 0.1414 0.0939 0,0000 o 467a 56 ) 0532178 12 228 1,270,188 0,8775 0.1414 0.0000 0.0000 0.4671 57 D532512 6 24 865,641 0.8331 0.1414 0.2213 0.0000 0.4670 58 I ) 0532065 12 519 1,242,708 0.8761 0.1414 0.0000 0.0000 0.4664 59 D531683 12 38 816,684 0.8002 0.3225 0.0000 0.0000 0.4646 60 I DS.32513 12 120 958,398 0.8420 0.1A14 0.1275 0.0000 0.4620 61 l I 0532522 12 199 953,639 0.8416 0,1414 0.1275 0.0000 04618 £2 I
D532069 8 316 1.156,476 0,B667 0.1414 0.0000 0.0000 0.4616 63 I D532523 12 334 940,320 0.8407 0.1414 0-1275 0.0000 0.4614 64 I ) 0531668 8 396 479,796 D.7~28 0.3225 0.0000 0,0000 0.4609 65 D532020 8 171 1,150,295 0,8632 0.1414 0.0000 0.0000 0.4599 66 ) D532525 8 23 862,_410 o.8346 0.1414 0.1275 0.0000 0.4Sl.13 67 D540880 15 19 1,577,868 0.9117 0.0036 0.0000 0,0000 0.4566 68 ·---- I ) 0532066 8 776 1,041,984 o.ssa1 0.1414 0..0000 0.0000 0.4548 69 I I 0531388 16 590 1,558,992 0.9036 0.0036 0.0000 0.0000 0.4525 70 I ) 0532526 12 52 908,913 0.8402 0.1414 0.0336 00000 0.4518 71 \
I
)
)
Note: PlpFlS with identlcaf Corue-qu@nce of F;im~r@ Sccrl!'s were pricrrt:fii,d a<:rordlne; to their floodfnR 1nteri5itie.s, , . , .. . , ....
- ~ Aoodlng lmpatt cateogry Consaqllanc:e '
Diameter Lengtll mtefl$ity Health& TranspomUan eusJness System of Failun! • 1'1pelt> tin) ltt) lnfl Satetv Operations l~pact Stor•
DS3251l 8 32 692,4!B 0.8155 0.1414 , 0.1275 0.0000 a.4493 72 0532191 1 48 185,976 0.7669 0.3225 0.0000 . 0.0000 0.4479 73 0532194 2 48 1S6,543 0.7661 0.3225 0.0000' 0.0000 0.4475 74 0532192 2 48 165,312 0.7650 0.3225 0.0000 0.0000 0.4470 • 75 0532190 2 4B 165,264 ' 0.7650 0.3225 0.0000 0.0000 0.4470 16 0531976 ' 8 14 892,441 0 .8364 0.1414 0.0000 0.0000 ' 0,4465 77 D532147 16 24 1,251,34S 0.2750 0.0000 1.0000 1.0000 0.4355 78 0543109 16 12 1,522,824 0.8570 0.0036 0.0000 0.0000 0.4292 79 D532187 10 6 973,032 08553 0.0036 0.0000 0.0000 0.4284 80 DS31833 10 315 952,104 0.8519 0.0036 0.0166 0.0000 0.4283 81 D54310B 16 24 1,518,012 0,8535 0.0036 0.0000 0.0000 0.4275 82 0532146 16 163 1,301,040 0.2509 . 0.0036 1.0000 1.0000 0.4262 S3 0531873 10 350 916,908 0.8489 0,0036 0.0000 I 0.0000 0.4252 84 D531888 10 311 632,121 0.815S O.OS02 0.0000 0.0000 0.4238 85 D531885 10 93 904,527 0.8450 0.0036 o._oooo 0.0000 0.4232 86 0531861 8 344 821,232 0.8373 0.0036 0.0000 0.0000 0.4194 87 0531879 10 838 &Sl,756 0.8364 0.0036 0.0000 00000 0Al89 , 88 .

D531881 10 322 839.592 0.8359 00036 0.0000 0.0000 0.4187 89 D531860 a 327 801,012 0.8346 0.0036 0.0000 0.0000 0.4180 90 D5_31882 10 10 880,908 _0._8304 0.0036 0.0000 0.0000 0.4159 91 0600356 17 1,094 99,677 0.0188 1.0000 0.0000 1.0000 0.4094 92 D542783 12 24 714,380 0.8120 0.0036 0.0000 0.0000 0.4067 93 0600337 17 1,4n 51,887 0.0078 1.0000 0.0000 1.0000 0.4039 94 0531676 12 329 641,ln 0.8055 0.0D36 0.0000 0.0000 0.4035 95 0531675 12 415 617,520 0.8054 0.0036, 0.0000 0.0000 0.4034 96 0600384 17 , 3,600 48,928 0.0065 1.0000 0.0000 1.0000 0.4033 97 , D531367 &I 126 424,6S6_ 0.7933 0,0036 0.0000 00000 IJ.3974 98 D531677 6 100 470,700 0.7908 0.0036 0.0000 0.0000 03961 99 0531366 6 283 385,332 0.7859 0.0036 0.0000 D.0000 0,3937 10D 0542781 B 4 351,613 0.7819 0.0000 0.0000 0.0000 0.39iO 101 0531382 14 12 1,455,?76 0.369.3 0.0036 0.0000 10000 0.3854 102 053,2195 2 48 186,476 0.7662 0.0036 0.0000 0.0000 0.3838 103 0532145 16 136 1,187,544 ' 0.1249 0.000D 1.0000 1.0000 0.3624 104 0533110 8 27 1,356,924 0.5826 0.1414 0.3780 0.0000 0.3574 105 0532144 16 74 1,651,415 0.6439 0.1414 O.OOOD_ 0.0000 0.3503 106 D532117 8 210 887,712 0.0912 0.0036 1.0000 1.0000 0.3463 107 0531620 8 1,98a 137,700 0.2514' 1.0000 0.1970 0.0000 0.3454 108 0534685 16 6 1,470,816 0.6234 0.1414 0.0000 0.0000 0.3400 109 0534684 16 24 1,470,288 0.6222 0.1414 - 0.00001 0.0000 0.3394 110:
0532152 14 27 1,639.670 0.6140 0.1414 0.0000 0.0000 0 . .3353 I 111 D531345 16 : 485 1,457,436 0.6671 0.0036 0.0000 00000 0.3342 112 T602760 10 38 1,256,703 . 0.2663 0.0036 00000 . 1.0000 0.3339 113 . 0531151 20 763 2,594,940 02635 0.0036 0.0000 1.0000 0.332.S 114 D531095 16 248 1,357,824 0.2567 . 0.0036 0.0000 1.0000 0.3291 115 0531637 8 132 , 428,820 0.0247 0.0802 1.0000 1.0000 0,3,2841 116 D53217D 8 2.27 537,453 0.0547 0.0036 1.0000 1.0000 03280 117 D531387 14 . 199 1,536,312 0,6247 0.0036 0.0000 0.0000 0.3130 118 0530942 14 539 1,932.660 0.5213 0.1414 0.1878 0.0000 03077 119 D531346 8 270 1,056,108 0.6061 0.0036 0.0000 0.0000 0.3038 120 D600412 17 1,601 46,706 0.0055 ' 0.0D36 1.0000 1.0000 0.3035 121 0531102 14 38 1,599,075 0.5471 0.1414 0.0000 0.0000 0.3018 122. 0531105 16 194 1,438,.404 0.5231 0,1414 0.0000 0.0000 0.2898 123 0531103 14 353 1,614,168 0.5146 0 .1414 0.0000 0.0000 0.2856 124 D600351 17 1,007 100,790 0.0188 0.3225 ' 0.0000 1.0000 0.2739 125 0602851 17 30B 99,939 0.0175 0,3225 0.0000 1.0000 02732 126 0S30923 14 . 394 1,588,829 0.4733 0.1414 0.0000 0.0000 0.2650 • 127 0531100 16 253 1,580,904 0.4716 0.1414 0.0000 0.0000 0,2641 128 T603403 20 6 1,623,72.0 01178 0.0000 0.0000 1.0000 0.2589 129 T603399 20 120 1,884,924 0.1142 00000 0.0000. 1.0000 0.2571 130 rl603393 20 14 1,603,056 0.1130 0.0000 0.0000 1.0000 0.1565 131 . '1'603396 20 22 1,632,936 0.1085 0.0000 0.0000 10000 0.254~ . 132 0531385 14 2.23 1,483,092 0.5013 0.0036 O.OOQO 0.0000 0,2524 133 0S32168 8 396 982,980 05012 0.0036 0.0000 0.0000 0.2513 134 D531344 8 57 1,364,448 0.5002 0.0036 0.0000 0.0000 0.2508 135 0530905 14 384 1,586,777 0.4421 0.1414 0.0000 0.0000 0.2493 136 0S30936 14 419 1,620,068 04247 0.1414 0.0000 0.0000 0,2406 137 0531061 10 471 277,215 0 .0762 0.0036 0.0000 1.0000 0.2388 l38 OS3HS6 8 698 126,650 0.4646 0.0036 0.0000 0.0000 0.2330 139 D531108 8 499 92.2,_860 0.4077 0.1414 0.0000 0.0000 0.2321 140 D542702 10 522 321,000 0.0603 0.0036 0.0000 1.0000 0.2309 141 0531150 6 1,BZ 285,890 0.0527 0.0036 0.0000 1.0000 0.2271 142 D530945 12 543 1,454,604 0.3367 0.1414 0.2841 0.0000 0.2250 143 0531381 8 56 1,293,264 0.4478 0.0036 0.0000 00000 0.2246 144 ~ote: Pipe-, with Jderitlc;il COnscq11c-nc2 of F:1IC1Jre Scores wem prioritized acco<din:: to their floodlni rnteruttfos . . . ... •· . . . . . . , ..

I Flj)odlng Impact C..teogty Consequence
Diameter Lenath Intensity Hnlth& Trinsportatlon BusifltSS SVStem cfF•llun Pipe ID (In) (ft) !gall Safetv Operations lmpattScore
'
0531147 10 1,309 576,612 0.0477 0.0036 0.0000 1.0000 0.2246 145 0531044 10 330 1,323.459 0.3923 0.1414 0.0000 0.0000 0.2244 146 0544257 10 279 491,970 · 00393 0.0036 0.0000 1.0000 0.2204 147 0531193 20 482 2,128,824 0.4372 00036 0.0000 0.0000 0.2193 148 0530903 8, 167 1,212,368 0.3808 0.1414 0.0000 0.0000 0.2187 149 0531771 8 342 127,160 0.4356 0.0036 0.0000 0.0000 0.2185 150 0534683 10 1,253 225,612 0.0354 0.0036 0.0000 1.0000 0.2184 151 D531128 16 22 1,396,572 0.4319 0.0036 0,0000 0.0000 0.2167 152 0531275 20 827 1,966,968 0.4314 0.0036 0.0000 0.0000 0.2164 153 D532987 16 27 1,397,760 0.4265 0.0036 0.0000 0.0000 0.2140 154 ) D531799 10 590 195,228 0.0253 1.0000 0.0000 0.0000 0.2127 155 D531119 16 161 1,392,396 0.4234 0.0036 0.0000 0.0000 0.2124 156 I 0531161 20 16 2,124,576 0.4228 0.0036 0.0000 0.0000 0.2121 1S7 0532986 16 233 1,391,400 0.4221 0.0036 0.0000 0.0000 0.2118 158 ' 0602B70 12 12 109,400 0.01.07 0.0000 0.0000 1.0000 0.2104 159 D53,1129 16 24 1,383,084 0.4159 0.0036 0.0000 0.0000 0.20B7 160 ' 0532999 16 4 1,382,892 0-4151 0.0036 , 0.0000 0.0000 0.2083 161 0531602 B 1,106 63,317 0.0144 1.0000 0.0000 0.0000 0.2072 162 0531378 12 12 1,091,507 0.4123 0.0036 0.0000 0.0000 0.2069 163 D531279 20 20 2,188,661 0.4089 0.0036 0.0000 0.0000 0.2052 164 I 0602868 12 11 87,896 0.0088 0.0000 0.0000 1.0000 0.2044 165 D531384 14 340 1,464,576 0.4068 0.0036 0.0000 0.0000 0.2041 166 0531596 8 2,SOC 65,468 0.0069 1.0000 0.0000 0.0000 , 0.2035 167 0531123 16 166 1,381,836 0.4052 0.0036 0.0000 0.0000 0.2033 168 D602872 12 13 46,123 0.0055 0.0000 0.0000 1.0000 0.2028 169 D532988 B 27 1,218,288 0.4027 0.0036 0.0000 0.0000 0.2021 170 0S36144 12 347 469,296 0.0014 0.0036 0.0000 1.0000 0.1014 171 D531785 8 271 110,010 0.4006 0.0036 0.0000 0.0000 0.2010 · 172 D531054 12 1,44-0 493,776 0.0014 0.0000 0.0000 1.0000 0.2007 173 D531052 12 471 559,020 0.0007 , 0.0000 0.0000 1.0000 0.2004 174 D535147 12 957 287,184 0.0004 0.0000 0.0000 1.0000 0.2002 175 T603407 6 8 418,0BS 0.0000 0.0000 0.0000 1.0000 0.2000 176 T603410 6 3 290,692 0.0000 0.0000 0.0000 1.0000 0.2000 177 - - ) 602321 12 76 220,320 0.0000 (l.0000 0.0000 1.0000 0.2000 178 T602326 12 34 192,780 0.0000 0.0000 0.0000 1.0000 0.2000 179 T603416 6 113 149,279 0.0000 0.0000 0.0000 1.0000 0.2000 lBO D531159 20 492 2,860,320 03979 0.0036 0,0000 0.0000 0.1997 181 D531787 B 630 107,100 o.~973 0.0036 0.0000 0.0000 0.1994 182 0531121 16 261 1,374,516 0.3953 0.0036 0.0000 0.0000 0.1984 ·183 D531972 12 411 1,280,316 0.3369 0.1414 0.0000 0.0000 0.1967 184 0531098 16 240 1,516,644 0.3910 0.0036 0.0000: 0.0000 0.1962 185 D531232 14 453 1,862,760 0.3548 0.0802 0.0000 0.0000 0,1934 186 I 0531172 10 17 1,811,070 0.3514 0.0802 0.0000 0.0000 0.1918 187 I ) 053215!! 10 34 1,795,470 0.3490 0.0802 0.0000 0.0000 0.1905 188 I 0531593 8 8S3 59,531 0.2518 0.3225 0.0000 0.0000 0.1904 189 I D531126 16 52 1,364,436 0.3790 0.0036 0.0000 0.0000 0.1902 190 I
D531127 16 24 1,364,700 0.378S 0.0036 0.0000 0.0000 0.1901 191 I T602842 8 31 1,046,357 0.37S1 0.0036 0.0000 0.0000 0.1883 192 I 0531278 10 183 1,863,257 0.3747 0.0036 0.0000 D.0000 0-1881 193 T60284S g 11 1,135,560 0.3694 0.0036 0.0000 0.0000 0.1854 194 0531166 10 389 1,549,110 0.331S 0.0802 0.0000 0.0000 ' 0.18.18 195 '
0532160 14 32 1,791,840 0.3312 0.0802 0.0000 0.0000 0.1816 196 0530940 6 36 1,085,205 0.2570 0.1414 0.1885 0,0000 0.1756 197 D532159 10 12 1,762,560 0.31!!9 0.0802 0.0000 0.0000 0.1755 198 D530944 12 233 1,338,084 0.2920 0.1414 0.0025 0.0000 0.1745 199 0531153 20 311 2,832,390 0.3467 0.0036 0.0000 0.0000 0.1741 200 0S32629 B 299 1,081,464 0.3467 0.0036 0.0000 0,0000 0.1741 201 D531772 8 26!! 126,557 03467 0.0036 0.0000 0.0000 0.1741 202 D531769 s, 211 109.695 0.3456 0.0036 0.0000 0.0000 0.1735 203 i
602854 8 6 926,373 0.3457 0.0000 0.0000 D.0000 0.1729 104 D531770 6 383 101,070 0.3426 0,0036 0.0000 0-0000 0.1710 205 I
0531160 10 255 1,817,940 0.3421 0.0036 0.0000 0.0000 0.1718 206 l 0531973 8 273 940,236 0.2842 0.1414 00000 0.0000 0.1704 207 D540882 6 45 979,620 0.3268 0.0036 0.0000 0.0000 0.1641 208 D531230 14 347 1,778,790, 0.2959 0.0B02 0.0000 0.0000 0.1640 209 f602863 8 7 797,601 0.3255 0.0000 0.0000 0.0000 0.162/ 210 0531231 14 812 1,790,325 0.2902 0.0802 0.0000 0.0000 0.1611 211 D531099 8 350 1,044,077 0.3202 0.0036 0.0000 0.0000 01608 212 D532111 8 20 466,200 0.3181 0.0036 0.0000 0.0000 0.1598 213 1"'53.1.-7~· 6 -¼, 10-1 --99,8-10 --0,3151 -- --0. 0036 ---0.0000 f-0.0000 -O .. J..582 -2-1◄ - 0531146 4 56 600,156 0.1160 0.0000 1.0000 0.0000 0.1580 215 0532022 10 lSS 657,552 0.1140 0.0036 LOOOO 0.0()00 0.1577 216 D531200 20 638 2,045,064 0.3107 0.0036 0.0000 0.0000 0.1561 217 I )
Note· PipP..s with rdentical Conse:iuence of Failure Score$ were priortti?~d accordln~ tc t~•ir floodingintf:n.sitlcs. • !ff ~ , .. .. ..,~ .... . . .

Flo:ltfrng Impact Ceteogry COnsequence
Diameter l•lljlth Intensity Haalth& Systam of Fiilunl ..

Plpe lD (In) 1ft) Inn Safelv Tl'ill15pottation Business Operations Impact Sccre 0531774 8 .'!19 122,655 03092 0,0036 0.0000 0.0000 0 .1553 218 D531610 B 688 384,180 0.2759 0.0802 0,0000 00000 0.1540 119 D531790 8 1,285 105,203 0.3054 0.0036 0.000 □ 0.0000 0.1534 220 0531783 8 417 106..S3B 0.3043 0.0036 0.0000 0,0000 0.1529 221 D531760 8 164 175,824 0.3031 0.0036 0.0000 0.0000 0.1523 222 D531182 10 508 1,371,885 0.2711 0,0802 0.0000 0.0000 0.1516 223 D531630 8 46 618,8 □ 3 0.3012 0-0036 0.0000 0.0000 0.1513 224 D531612 8 795 457,842 0.2577 0.0802 0,0601 0,0000 0,1509 225 0532189 10 8 177,540 0.30D0 0.0036 0.0000 0.0000 0.1507 226 0531777 10,5 265 177,110 0,2993 0.0036 0.0000 0.0000 0.1504 227 D531886 10 2.28 677,492 0,1668 0.0802 0.0000 o.ooao 0,1494 228 D531179 10 405 176,520 0.2950 0.0036 0,0000 0.0000 0.1482 229 0531759 8 53 176,244 0.2.930 0.0036 0,0000 0,0000 0.1472 HO D53l780 10 162 174,216 0.2929 0.0036 0.0000 0.0000 0.1472 231 0531773 6 410 110,203 0.2897 0.0036 0.0000 0.0000 0.1456 232 0531778 s 386 170,904 0.2890 0.0036 0,0000 0.0000 D.1451 233 0531611 8 138 363,773 0.2.577 0.0802 0.0000 0.00D0 0.1449 234 0531154 10 45 2,278,005 0.2871 0,0036 0.0000 00000 0.1443 235 0531i67 8 262 107,175 0.28S6 00036 0.0000 0.0000 0.1435 236 D531584 6 1,817 83,818 0.2S18 Q,0802 0.0D00 0.0000 0.1419 237 0543089 10 6 164,483 0.2823 0.0036 0,0000 0,0000 0,1419 238 D531776 8 417 108,015 0.2810 D.0036 0.0000 O.D000 0.1412 139 0531768 6 250 101,588 0.2796 0.0036 0,0000 0.0000 0.1405 240 D531178 10 90 1,540,710 0.2461 0.0802 o.oooa 0,0000 01391 241 0531781 8 168 149,688 02763 0,0036 0.0000 0.0000 0.1389 242 05317!16 6 256 157,764 0.2772 0.0000 0,000 □ 0.0000 D.1386 243 0531792 10 81 149,520 0.2757 0,0036 0,0000 0,0000 0.1386 244 D531791 6 119 138,275 0,2750 0.0036 0.0000 0,0000 0,1382 245 D5317&2 8 563 105,878 0,2736 0.0036 0.0000 0.0000 0,1375 246 D531761 6 341 105,435 0.2736 00036 00000 0.0000 0.1375 247 0531766 8 270 105,983 0.2734 0.0036 0.0000 0,0000 0.1374 248 D531763 8 254 105,503 0,2732 0.0036 0.0000 0,0000 0.1373 249 D531106 6 611 519,420 0.2732 0.0036 0.0000 0.0000 013B 250 0531762 6 149 100,463 0.2693 00036 0.0000 0,0000 0,1354 251 0531793 10 561 143,000 0.2689 0,0036 0.0000 0.0000 0 .1352 2S2 D531765 6 240 99,615 0,2684 0.0036 0,0000 0.0000 0.1349 253 0531775 6 330 97,305 0.2680 0.0036 0.0000 0,0000 0.1347 254 0531764 6 233 98,805 0.2672 0.0036 o.oaoa 0.0000 0.1343 255 0532631 s 384 647,632 0.2668 0,0036 0.0000 0,0000 0,1341 256 D531110 6 563 594,240 0.2107 0.1414 0.0000 0.0000 0.1336 257 0531635 6 28 573,317 0.2633 0.0036 0,0000 0.0000 0.1324 258 D531698 8 971 H8,7Bl 0.0322 0.3225 0.5176 0,0000 0.1324 25!;1 0532166 6 573 205,811 0.2605 0,0036 0.0000 0,0000 0.1310 260 0532633 8 123 616,786 0.2598 0.0036 0.0000 0.0000 0.1306 261 D531969 12 271 1,434,186 0,1037 0.1414 0.0000 0.0000 0.1301 262 D531968 12 298 1,414,274 0.2009 0.1414 0.0000 0.0000 0.1287 263 0531638 8 395 430,826 0.0243 0.0802 1.0000 0.0000 0.1282 264 0531650 8 713 87,645 0.2549 0,0036 0.0000 0,0000 0.1282 2.65 DS31251 6 52 1,321,005 02220 0,0802 0.0000 0.0000 0,1270 266 D531945 6 615 385,378 0.2521 0,0036 0,0000 0.0000 0.126B 267 0531617 8 1,111 435,782 0,0114 0.0802 1.0000 0.0000 0.1268 268 0532167 2 48 167,136 0.2500 0.0036 0.0000 0.0000 0.1257 269 0531611 8 307 372,204 0-0178 0.0802. 1.0000 0.0000 0.1249 1.70 D530978 10 120 1,443,708 0 .2170 0.0802 0.0000 0.0000 0.1246 271 D531556 8 1,189 392,627 0.2476 0.0036 0.0000 D.0000 0,1245 272 D531623 8 441 213,248 0.0111 0.0802 1.0000 00000 0.1216 273 D531802 10 24 137,792 0.2432 0.0000 0.0000 0.0000 0.1216 274 D53100S 10 2,088 1,128,948 0.1671 0,1414 0,0939 a.ooao 0,1212 275 D531642 6 172 87,983 0.239S 0,0036 0.0000 0.0000 0,1205 276 053162.2 a 319 182,700 0.0084 0.0802 1,0000 0.0000 0,1202 277 0531051 s 1,690 124,066 0,0082 0.0802 1.0000 0.0000 0.1201 278 D542765 8 18 171,848 0.0071 0.0802 1.0000 0,0000 0.1197 279 0531616 i 8 25 170,513 0,0072 0.0802 1.0000 0.0000 I 0.1196 280 D532139 20 9 1,431,948 0.2060 0.0802 0.0000 0.0000 0.1190 281 D531002 10 53 1,437,012 0.2055 0,0802 00000 0.0000 0.1188 282 0532197 2 48 66,660 0.0028 0.0802 1.0000 0.0000 0.1174 283 0532052 10 346 940,080 0,1158 0.1414 0,3071 0,0000 0.1169 284 0531118 8 520 619,710 0.1736 0.1414 0.0000 0.0000 0.1151 285 D530985 10 201 1,386,396 0.2254 0.0036 0.0000 0,0000 0.1134 286 D530979 10 17 1,450,224 0.2222 0.0036 0.0000 0.0000 0,1118 28? D532923 8 34 405,594 0.2182 0,0036 0.0000 0.0000 0,1098 288 0532157 10 21 1,975,685 0.2180 0.0036 0.0000 0.0000 0.1097 289 0532921 8 59 403,431 0.2178 0.0036 0.0000 0,0000 0,1096 290 Note .. Plpos wl'tt. ldehlicaf Con~P.f{uenc.e of Failure, Scoras win~ p,1arrt1zed' acconu,,, to their fiaodlni interultlf:s .. . . . . .. . . , .... . .

Floodi .. Impact cateOltY COMaquenca
Diameter L~n,th lntllnsity Health& of Failtn . .

Symlm
P,pelD (In) (ftl (pl) Safety TraPSpOrtatlan 8usl!Mss Uperatlons Impact Sea ... \ 0530947 a 498 703,956 0.1614 0,1414 0.0025 0.0000 0.1092 291 D531S44 8 790 374 , □84 0.Z152 0 .. 0036 0.0000 0.0000 0.10&3 292 l D530983 10 411 1,362,840 0.2144 0.0036 o.aooo 0.0000 0.1079 293 D532039 6 407 532,896 0.0601 0.1414 0.4949 0.0000 0.1079 294 D531992 12, 76 1,296,675 0,1587 0.1414 0,0000 0.0000 0.1076 295 D531003 10 26 1,402,728 0,1825 0.0801 0,0000 0.0000 0,1073 ' 296 I 1602763 10 6 · t ,239,158 0.2103 0.0036 0,0000 0.0000 0.1059 297 D542763 8 47 206,278 0.0108 0.0000 1.0000 0.0000 0,1054 298 D532138 20 18 1,383,804 02081 0.0036 0.0000 0.0000 0.1048 , 299 D542764 8 24 171,210 0.0093 0,0000 1.0000 D.0□ 00 0.1047 300 ) D531377 8 60 953,967 0.2078 0.0036 0.0000 0,0000 0.1046 301 0531001 8 24 1,l87,432 0.1768 0,0802 0.0000 0.0000 0.1044 302 ) DS31163 10 240 1,510,353 0.2065 0.0036 0,0000 0,0000 0,1040 303 ,0532162 6 14 1,29&,700 0,2057 00036 0.0000 0.0000 0.1036 304 I 0531554 B 612 379,250 0.2055 0.0036 0.0000 _ 0,0000 0.1034 305 0531550 8- 279 395,934 0.2053 0,0036 0.0000 0.0000 0.1034 306 D531322 10 30 958,092 0,1730 0.0802 0.0000 0.0000 0.1025 307 D531311 10 508 743,568 0,1727 0.0802 0.0000 0.0000 0.1024 308 I 0531158 10 94 1,562,247 0,2029 0.0036 0.0000 0.0000 0.1022 309 0531094 6 230 533,112 0.2017 0.0036 0.0000 0.0000 0.1016 310 I D531697 g 414 553,680 00687 0.1414 0.3861 0.0000 0,1013 311 0531545 a 198 396,900 0,2003 0-.0036 0.0000 0.0000 0.1009 312 D542754 8 19 390,863 0.1997 0,0036 0.0000 0,0000 0.1006 313 0531164 10 403 1,354,523 0.1994 0.0036 0.0000 0,0000 0.1004 314 T602757 10 8 1,231,041 0 .1993 O.D036 0.0000 0.0000 , 0,1004 315 1602803 8 6 1 ,226,946 0.1989 0.0036 0.0000 0.0000 0.1002 316 T602771 10 6 , 1,220,898 0.1987 0.0036 0,0000 0,0000 0.1001 317 ) T602811 8 6 1,227,272 0,1986 0,0036 0,0000 0.0000 0.1000 318 D532188 8 15 379,271 , 0.1985 D.0036 0.0000 0.0000 0.1000 319 T6Ql775 10 6 1,212,498 0.1981 0.0036 0.0000 0,0000 0.0998 320 D533111 8 382 649,528 01017 , 0.1414 0.2057 0.0000 0.0997 321 D531186 10 178 993,048 0.1662' 0.0802 0.0000 0.0000 0,0991 • 322 T602806 8 7 1,207,868 0.1968 O.D036 0,000D 0.0000 0.0991 323 D531608 8 696 422,310 0.0788 0.0036 0.5754 0.0000 OJY.!77 324 D531180 10 437 1,161,959 0.1629 00802 0.0000 ' 0.0000 0,0975 32S 1602817 B 6 1,200,024 0.1930 0.0036 0.0000 0.0000 0,0972 326 1602815 8 6 1,2.00,644 0,1928 0.0036' 0.0000 0.0000 0.0971 327 T602779 10 3 1,205,442 0.1927 0.0036 0.0000 0.0000 0.0971 328 ' D531187 B 455 897,696_ 0.1620 0.0802 0.0000 0,0000 0.0971 329 D531185 10 177 1,053,840 0.1619 0.0802 0.0000 0.0000 0.0970 330 D531229 8 629 673,980 0.1618 0.0802 0,0000 0.0000 0.0970 331 D531560 8 236 421,629 0.1911 0:0036 0.0000 00000 0.0963 332 D532040 6 347 623,088 0,0701 0,0035 0.5820 0,0000 00940 333 D531788 8 310 105,713 0,1838 0.0036 0.0000 0,0000 0.0926 334 0531587 8 768 111,636 0.1281 0.1414 0.0000 0.0000 0,0924 335 I
I D531825 10 9 969,792 0,1794 0.0036 0,0166 0.0000 0.0921 336 I I D531555 8 271 335,S61 0.1820 0.0036 0.0000 0.0D00 0.0917 337 I
D531551 6 1,411 291,701 0.1810 0.0036 0.0000 0.0000 0,0912 338 0531827 - 10 101 965,700 0.1776 0,0036 0,0166 0.0000 0.0912 339 D531575 8 257 533,682 0.1482 0.0801 0.0000 00000 0.0901 340 D532073 6 38 879,084 0.1233 01414 0.0000 00000 0.0899 341 , D53156Z 8 275 358,607 0,1777 0.0036 0.0000 0,0000 0.089ii 342 0531201 8 46 1,395,060 0.11n 0.0036 0.0000 0.0000 0.08% 343 D531561 8 671 350,685 0.1767 0.0036 0.0000 0.0000 0.0891 344 D531669 11 796 535,092 0.0487 0.3225 0.0000 0.0000 0.0888 345 I
D532051 10 252 961,856 0,1345 0.0036 0.2044 0.0000 0.0884 I
346
D532053 10 60 973,668 0,1336 0.0036 0.2044 0.0000 0,088,0 347 0531574 g 503 380,175 0.14H 0,0802 0,0000 0.0000 0.0877 348 D531179 10 30 1,19;1,508 0.1429 0-0802 0.0000 0.0000 0.0875 349 D531122 8 285 916,404 0.1731 0,0036 0.0000 0,0000 00873 350 D531175 6 2.8 1,192.785 0.1422 o.oso2 0.0000 0.0000 0,0872 351 0531156 10 449 1,480,221 0.1722 0.0036 0.0000 0.0000 0.0868 352 0531000 8 815 489,192 0.1115 0.0801 0.1408 0.0000 0.0859 353 D532041 6 9 836,934 0.0908 0.1414 0.1193 0.0000 0.0856 354 I D531110 8 470 835,596 0,1654 0.0036 0.0000 0,0000 0.0834 355 I 0531607 8 . 152 510,930 0.0687 0.0036 0.4788 0.0000 00829 356 D531280 8 153 1,189,881 o.1644 0.0036 o.ooao 0.0000 0.0829 357 0531572 8 56 398,415 0.1318 0.0802 0.0000 0.0000 0.0819 358 0531564 8 283 327,075 0,1610 0.0036 0.0000 0.0000 0.0817 359 0531-8'18~ --ie 3c29 - 881;888 -Oc16'1c7 - 0:0035 - 0;0000 - 0:0000 0;0816 ~ 360 I- ----- -- D531081 10 230 415,536 0.1612 0.0036 0.0000 D.0000 0.0813 361 D531317 8 18 705,054 0.1195 0.0802 0.0000 0.0000 0.0808 362 J D531641 8 38 100,950 01601 0.0036 0.0000 0.0000 0,0808 363 i
)
Note · Pfi,e.s with lcl!!!nlical Consequenc e of Faik.Jre Searo were priorit izi'!d accordrt1.g to thi!!.irfloodin~ lnteh1itle-s - --Flooding Impact C&tl!OIIV
Diameter Len,th lntamlty Htahll&
Pipe ID (inl (ft) (gall Safa!v T~atlon Business
0531083 10 484 469,044 0.1597 0.0036 0,0000
D531084 10 377 472,284 0.1589 0.0036 0.0000
0531016 8 20 987,294 0.1276 0.0802 0.0000
0532061 , 6 47 812,669 0.0978 0.1414 o.ois4 ,
D53108S 10 1 2,451 415,193 0.1566 0.0036 ' 0.0000
0531148 10 1,148 435,405 0.1561 0.0036 0.0000
0531071 10 231 474,836 0.1555 0,0036 0.0000
0530977 6 200 8S4,S08 0.1539 0.0036 0.0000
D532136 B 252 926,426 0.1232 0.0802 0.0000
0532054 • 6 348 580,493 0.0556 0.1414 0.2132
D5321S6 6 31 1,055,400 , D.U26 0.0802 0.0000
D536145 8 433 414,3U 0.1531 0.0036 0.0000
D532057 6 126 733,9Sq 0.0741 0,1414 0.1193
0531162 10 261 1,298,772 0.1531 O.OCB6 0.0000
0532033 10 218 960,768 0.1485 0.0036 0.0166
0531091 10 222 46.5,710 0.1501 0.0036 0.0000
0530873 8 44 926,545 0.1192 0.0802 0.0000
0533665 8 372 415,608 0.1490 0.0036 0,0000
0542752 6 185 752,261 0.0923 0.1414 0.0000
D531567 8 523 386,261 0.1471 0.0036 0.0000
DS31064 10 326 468,113 0.1470 0.0036 0.0000
0531043 10 117 1,061,280 0.1459 0.0036 0.0000
0531699 8 ' l.53 549,810 0,0710 0.1414 0.0986
D531063 10 555 493,425 0.1457 0.0036 0.0000
1D531601 12 56 100,181 0.0177' 032.25 0.0000
0600342 10 1,997 101,220 0.0174 03225 0.0000
0600347 8 183 101,042 0.0161! 0.3225 0.0000
D530937 8 19 646,17(] 0.0700 0.1414 0.0939
0531316 8 264 600,212 0.11~0 0.0802. 0.0000
0532201 10 21 462,5:u · 0.1423 00036 0.0000
D530932 6 12 636,370 0.0682 0.1414 0,0939
D532143 10 24 1,0-$0,100 0.1419 0.0036 0.0000
0531072 8 270 412.,080 0.1416 0.0036 0.0000
D532067 6 105 765,744 0.0862 0.1414 0,0000
0533117 6 820 336,728 0.0470 0.1414 0.1939
0530963 8 231 887,661 0.1103 0.0802 0.0000
0542750 10 193 469,679 0.1407 0,0036 0.0000
0532142 10 6 1,038,960 0.1404 0.0036 0.0000
0531065 10 153 456,840 01391 0.0036 0.0000
0531306 10 177 531,S10 0.1073 0.0802 0.0000
0530975 8 328 687,629 0.13n 0,0036 0.0000 -
0531645 6 605 79,500 0.1375 0.0036 0.0000
0531073 a, 375 415,056 0.1374 0.0036 0.0D00
,0531024 10 274 1,006,908 01371 1 0.0036 . 0.0000
'0531600 8 232 52,135 0.0086 0.3225 0.0000
0531585 8 1,6S9 67,574 0.0082 0.3225 0.0000
0531092 10 110 400,308' 0.1357 0.0036 0.0000 '
0531111 8 28 672,665 0.0806 0,1414 0.0000
0531647 8 528 8S,238 0.1356 0.0036 0,0000
0531982 6 197 617,868 O.Oll04 0.1414 0.0000
0532251 8 9 109,158 0.0079 0,3225 0.0000 '
D531547 a 983 287,291 0.1351 0.0036 0.0000
D531059 10 l,138 365,775 0.1344 0.0036 0.0000
0531304 B 18 516,212 0.1031 0.0802 0.0000
0530980 6 272 656,736 0.1336 0.0036 0.0000
D531323 6 971 292,706 01027 0.0802 0.0000
0530962 8 134 816,g43 0.1027 0.0802 0.0000
D531589 2 92 34.671 0.0056 0.3225 0.0000
D532038 6 165 455,184 0.0527 0.0036 0.4009
0532013 8 203 581,033 0.0775 0.1414 0.0000
0531167 10 377 1,012,428 0.1325 0.0036 0.0000
0531276 B 372 840,032 0.1324 0.0036 0.0000
0530964 8 224 I 788.880 0.1318 0.0036 0.0000
D531337 8 706 376,457 0.1316 0.0036 0.0000
0531693 6 155 417,915 0.0513 0.0036 0.4009
0531334 8 391 388,714 0.1308 0.0036 0.0000
0530933 8 694 550,834 0.0564 0.1414 0.0939
0S31305 B 37 499,454 0.0984 0.0802 0.0000
0532.164 6 32 563,210 0 ,0981 0.0802 0.0000
D531335 8 491 336,600 0.1287 0.0036 0.0000
053159D 2 131 13,233 0.0010 0.3225 0,0000
0531592 2 105 13.129 0.0010 0.3225 0.0000
D531320 6 401 488,124 00976 0.0802 0.0000
. -
Consequanee
System dFaU~r"'
..

O........t!nno: tmpact$:019

0.0000 0.0806 364

0.0000 0.0802 365

0.0000 0.0798 366

0.0000 0.0798 367

0.0000 0.0790 I 368

0.0000 ' 0.0788 369

0.0000 0.0785 370

0.0000 0.0776 371

0.0000 0.0776 3n

0.0000 0.0774 373

0.0000 0.0773 374

0.0000 0.0773 375

0.0000 0.0773 376

0.0000 0.0773 377

0.0000 00766 378

0.0000 0.0758 379

0.0000 0.0756 380

0.0000 0.0752 381

0.0000 0.0745 382

0.0000 0.0743 383

0.0000 0.0742 384

0.0000 0.0737 385

0.0000 Q.()736 I 386 ,

0.0000 0.0736 367

0.0000 00733 388

0.0000 0.0732 389

0.0000 0.0729 390

0.0000 0.0727 .391

0.0000 0.0720 392

0.0000 0.0?19 393

0.0000 0 .0718 394

0.0000 0.0717 395

0.0000 0.0715 396

0.0000 0.0714 397

0.0000 0.0712 398

0.0000 0.0712 399
0,0000 0.0711 400

0.0000 0.0709 401

0.0000 0.0703 402

0.0000 0.0_697 403

0.0000 0.0696 404

0.0000 0.0695 405
00000 0.0694 406

0.0000 0.0693 407

0.0000 0.0688 4oa

0.0000 0.0686 409

0.0000 0.0686 410

0.0000 0.0686 411
0,0000 0.0685 412

0.0000 0.0685 413

0.0000 0.0684 414

0.0000 0"0683 415

0.0000 0.0679 416

0.0000 0.0676 417

0.0000 0.0675 418

0.0000 0.0674 419 ,
00000 0 ,0674 42.0
0-0000 0.0673 421

0.0000 0.0672 422

0.0000 0.0670 423

0.0000 0.0670 424
O.QOOO 0.0669 425

0.0000 00666 426

0.0000 0.0665 427

0.0000 O.llli,65 428

0.0000 Q,0661 429

0.0000 0.065S 430

0.0000 0,0652 431

0.0000 0.0651 432

0.0000 0.0651 433

0.0000 0.0650 434
0,0000 0.0650 435

0.0000 0,0649 436
Nah!-. P1p!!S- with id'-rrtl<=•I Corniequ~ nc:e- of F11ilure SWre$ were prlorltlzid at:cofd ing tn th,rr floodi nJ Intensifies • 11:. . . -. .~ . . ..
fl00d/n1 lmpatt cataogry Consequence . ' Diameter Le,,Jth Intensity Health& Sy«e(n or Failunl PipelD llnl Cit! (nil S.fetv Transportation Buslnest ooeratlons Impact score D531083 10 484 469,044 0.1597 0.0036 0.0000 0.0000 o.os06 364 0531084 10 377 4n,2s4 0.1589 00036 0.0000 0.0000 0.0802 365 0531016 g 20 987,294 0.1276 0.0802 0.0000 0.0000 D.0798 366 D532061 6 47 812,669 0.0978 0,1414 0.0254 0.0000 , 0.0798 367 I 0531085 10 2,451 415,193 0.1566 0.0036 0.0000 0.0000 0.0790 368 0531148 10 1,14.!l 435,405 0.1561 0,0036 0.0000 0.0000 0.0788 369 \ 0531071 10 231 474,836 0,1556 0.0036 0.0000 00000 , 0.0785 370 0530977 6 200 !!54.508 0.1539 0.0036 0.0000 0.0000 o.om; 371 \ D532135 8 252 926,426 0.1232 0.0802 0.0000 0.0000 0.0776 372 D5320S4 6 348' 580,493 0.0556 0.1414 0.1132 0.0000 0.0774 373 , D532156 5 1 31 1,055,400 0.1226 ' 0.0802 0.0000 0.0000 0.0773 374 0536145 8 433 414,312 0.1531 0.0036 0.0000 0.0000 0.0773 375 0532057 6 126 733,950 0.01.41 0.1414 0.1193 0.0000 0.0773 376 0531162 10 261 1,298,772 0.1531 0.0036 0.0000 0.000D 0.0773 377 D532033 10 21B 960,768 0.1485 00036 0.0166 0.0000 0.0766 378 D531091 10 222 465,710 0.1501 0.0036 0.0000 a.0000 0.07S8 379 ) 0530873 8 44 926,545 0.1192 D.0802 0.0000 0.0000 0.0.756 ' 380 , 053:!665 8 372 415,608 0.1490 0.0036 0.0000 0.0000 0,0752 381 0542752 6 185 752,261 ' 0.0923 0.1414 0.0000 0.0000 0.0745 382 D531567 8 523 386,261 0.1471 0.0036 0.0000 0.0000 0.0743 383 ! D531064 10 326 468.113 0.1470 0.0036 0.0000 0.0000 0.0742 384 )
0531043 10 117 1,061,280 0.1459 0.0036 0.0000 0.0000 0.0737 385 0531699 B 153 549,810 0.0710 0.1414 0.0986 0.0000 0.0736 386 ,0531063 10 555 493,425 0.14S7 __ 0.0036 0.0000 0.0000 0.0736 387 0531601 12 , 56 • l00,181 0.0177 0.3225 0.0000 00000 0.07B 388 D600342 10 1,997 101,220 0.0174 0.3225 0.0000 0.0000 0.0732 389 060034i 8 183 101,042 0.0168 0.3225 0.0000 0.0000 0.0729 3.~0 0530937 8 19 646,170 0.0700 0.1414 0.0939 0.D0OO 0.0727 391 0531316 8 264 600,212 0.1120 0.0802 0.0000 0.0000 0.0720 392 D532201 10 21 462,514 0.1423 0,0036 0.0000 0.0000 0.0719 393 D530932 6 12 636,370 D.0682 0.1414 0.0939 0.0000 0.0718 394 D532143 10 24 1,040,100 0.1419 0.0036 0 .0000 0.0000 0.0717 395 0531072 8 270 412,080 0 .. 1416 0.0036 0.0000 0.0000 0.0715 396 D532067 6 105 765,744 0.0862 0.1414 0.0000 0.0000, 0.0714 397 D533117 6 820 336,728 0.0470 0.1414 0.1939 0.0000 0.0712 398 0530963 8 231 887,661 0.1103 0.0802 0.0000 0.0000 0.0712 399 • 0542750 10 : 193 4G9,679 0.2407 0.0036 0.0000 0.0000 ' 0.0711 400 0532142 10 6 1,038,960 0.1404 0.0036 0.0000 0.0000 0.0709 401 0531065 10 1S3 456,840 0.1391 0.0036 0.0000 00000 0.0703 402 D531306 10 177 531,510 0.1073 0.0802 0.0000 0.0000 0.0697 403 I 0530975 8 328 687,629 0.1377 0.0036 0.0000 00000 0,0696 404 I 0531645 6 605 79,500 0.1375 0.0036 0.0000 0,0000 0.0695 405 I
D531073 g 375 415,056 0.1374 0.0036 0.0000 0.0000 0.0694 , 406 I D531024 10 274 1,006,908 0.1371 0.0036 0.0000 0.0000 0.0693 407 I 0531600 8 232 51,135 0.0086 0.3225 0.0000 • 0.0000 , 0.0~88 408 I
0531585 8 1,6S9 67,574 0.0082 0.3:?25 0.0000 0.0000 0.0686 409 D531092 10 110 400,308 0.1357 0.0036 0.0000 0.0000 0.0686 410 I 0531111 8 28 672,665 0.0806 0.1414 0.0000 0.0000 0.0686 411 I
D531647 8 528 85,231! 0,1356 0.0036 0.0000 0.0000 0.068S 412 0531982 6 197 617,868 0.0804 0.1414 0.0000 0.0000 0.06!!5 413 0532251 8 9 109,158 0.0079 0.3225 0.0000 0.0000 0.0684 414 0S31547 8 983 287,291 0.1351 0.0036 ' 0.0000 0.0000 0.0683 415 0531059 10 1,238 365,775 0.1.344 0.0036 0.0000 0.0000 0.0679 416 D531304 8 18 516,212 0.1031 0.0802 0.0000 0,0000 0.0&76 417 0530980 6 272 656,73G 0.1336 0.0036 0.0000 0.0000 0.0675 418 D531323 6 971 292,706 0.1027 0.0802 0.0000 0.0_(lO0 0,0674 419 0530962 8 134 , 816,943 0.1027 0.0802 0.0000 0.0000 0.0674 420 :0531589 2 92 34,671 0.0056 0.3225 0.0000 0.0000 0.0673 421 0532038 6 165 455,184 o.0s27. 0.0036 0.4009 0.0000 00672 422 I
0532013 8 103 581,0 33 0.0775 0.1414 0.0000 0.0000 0.0670 423 D531167 10 377 1,012,428 0.1325 0.0036 0.0000 0.0000 0.0670 424 I
D531276 8 372 840,032 0:!1324 0.0036 0.0000 0.0000 0.0669 425 I
)

0.530964 8 224 788,880 o.~318 0.0036 0,0000 0.0000 0.0666 1 426 I D53133/ 8 706 376,457 0.1316 0.0036 0.0000 0.0000 0.0665~ 427 )
D531693 6 155 417,915 0.0513 0.0036 04009 0.0000 0.0665 428 D531334 8 391 388,714 0.1308 0.0036 0.0000 0.0000 0.0661 429 ) 0530933 8 694 550.834 0.0S64 0.1414 0.0939 0.0000 0.0659 430 053130S 8 3/ 499,454 0.0984 0.0802 0.0000 0,0000 ' 0.0652 431 D532164 6 32 563,210 00981 00802 0.0000 0.0000 0.0651 432 ,053-1336... G. .J91 •36 600 - 0.1287 0.0036 0.0000 0.0000 0.0551 433 0531590 2 131 13,233 0.0010 0.3225 0.0000 0.0000 0,0650 434 0531592 2 105 13,129 0.0010 0.3225 0.0000 0.0000 0.0650 435 DS31320 6 401 488,124 0,0976 0.0802 0.0000 ' 0.0000 0.0649 436 !
(
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{
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rtnte; Ptpel with hJentlcal conu11ueme of f.aJlurc Score-s were prioritlz.ed acx-orclrneto tht~t rbJ.di~ lnten!.itie5. ---·
. . _,laT • • . "" . .

Flood,ng Impact Cateogry
Diameter Intensity Le11gth Health&
J>i,.elO (in) 1ft) (1•1) 5afety Transpot1ati0n l!-uslness 0S310B3 10 48~ 459,044 0.1597 0.0036 0,0000
0531084 10 37l 472,2.84 0.1589 00036 0.0000
D531016 B 2( 987,294 0.1276 0.0802 0.0000
0537tl61 6 47 812,669 0.0976 D.1414 0.02S4
0531085 1D 2,45 415,193 0.1566 0.0036 0.0000
0531148 10 1,14, 435,405 0.1561 0.0036 0.0000
0S31071 10 231 474,836 0.1556 0.0036 0.0000
D530977 6 200 854,508 0.1539 0.0036 0.0000
D53U36 8 252 926,426 0.1232 0.0802 0.0000
0532054 6 348 580,493 0.0556 0.1414 0.2132
0532156 6 31 1,055,400 0.1226 0.0802 0.0000
D536145 433 414,312 0.1531 0,0036 0.0000
0532057 126 733,950 0.0741 0.1414 0,1193
053U62 10 261 1,198,772 0.1531 0.0036 0.0000
0532033 10 218 960,768 0.1485 0,0036 0.0166
0531091 10 222 465,710 0.1501 0.0036 0.0000
0530873 8 44 926,545, 0.1192 0.0802 0.0000
D533665 8 371 415,608 0.1490 0.0036 0.0000
0542752 6 185 752,261 0.0923 0.1414 0.0000 ,
0531567 8 523 386,161 0.1471 0.0036 0.0000
D531064 1 l26 468,113 0.1470 0.0036 0.0000
0531043 10 117 1,061,280 0.1459 00036 0.0000
0531699 lj 153 549,810 0.0710 0.1414 0.0986
0531063 10 555 493,425 0.1457 0.0036 0.0000
0531601 12. 56 100,1B1 0.0177 0.3225 0.0000
0600342 10. 1,997 101,220 0.0174 0.3225 0.0000
0600347 8 1B3 101,042 0.0168 0.3225 0.0000
0530937 8 19 646,17C 0.0700 0.1414 0.0939
D531316 8 264 600,212 0,1120 0.0802 0.0000
0S32201 10 21 462,524 0.1423 0.0036 0.0000
0530932 6 12 636,370 . 0.0682 0.1414 0.0939
D532143 10 l~ 1,040,100 0.1419 0.0036 0.0000
0531072 8 nc 412,08C 0.1416 0.0036 0.0000
D532067 6 10' 765, 744 0.0862 0.1414: 0.0000
0533117 6 820 336,728 0.0470 0.1414 0.1939
D530963 8 231 887,661 0.1103 0.0802 0.0000
0542750 10 193 469,679 0.1407 0.0036 . 0.0000
0532142 10 E 1,038,960 0.1404 0.003li 0.0000
D531065 10 153 456,8_40 0,1391 O.D036 0.0000
0531306 10 lfJ 531,510 0.1073 0.0802' O.D000
053097S e 3lS 687,629 D.1377, 0.0D36 0.0000
0531645 6 605 79,500 0.1375 0.0036 0.0000
0531073 8 375 415,056 0.1374 0.0036 0.0000
0531024 10 274 1,006.908 0.137l 0.0036 0.0000
D53160D 8 232 52,135 0.0086 0.3225 0.0000
D531585 8 1,659 67,574 0.0082 0.3225 0.0000
0531092 1C 110 400,308 0.1357 0.0036 0.0000
DS31111 8 28 672,665 0,0806 0.1414 0.0000
D531647 B 528 85,:1.38 0.1356 0.0036 0.0000
0531982 6 197 617,868 0.0804 0.1414 D.0000
0S32251 8 9 109,15B 0.0079 0.3225 0.0000
D531547 8 983 287,291 0.1351 0.0036 0.0000
D53l.059 10 1,138 365,775 0.1344 0.0036 0.0000
D531304 8 18 516,212 0.1031 0.0802 0.0000
0530980 6 272 656,736 0.1336 0.0036 0.0000
D531323 6 97l 292,706 0.1027 0.0802 0.0000
0530962 s 13< g16,943 0.1027 0.0802 0.0000
D531589 2 92 34,671 0.0056 0.3225 0.0000
0532038 6 16' 455,184 0.0527 0.0036. 0.4009
0532013 e 203 SBI.033 0.0775 0.1414 0.0000
D531167 10 377 1,012,428 0.1325 0.0036 0.0000
D531276 8 372 _ 840,032 0.1324 0,0036 0.0000
0530964 ' B 224 788,880 D,1318 0.0036 0.0000
D531337 a, 706 376,457 0.1316 0.0036 0.0000
0531693 6 155 417,915 0,0513 0.0036 D.4009
D531334 8 391 3!18,714 01308 0.0036 0.0000
D530933 , 8 - 694 550,834 . 0.0564 0.1414 0.0939
0531:'IOS a 37 499,454 0.0984 0.0802 0.0000
D532164 6 32 563,21C 0.0981 0.0802 0.0000
' 0531336 8 491 B6J6DO 0.1287 0.0036 0.0000
D531590 , 2 131 J.3,233 0.0010 0.3225 0.0000
0531592 2 105 13,129 0.0010 0.3225 0,0000
D531320 6 401 488,124 0.0976 0.0802 0.0000
. .

Consequence
•offailure . ' System
Oaeratrons Impact Score

0.0000 0.0&06 364

0.0000 0.0802 365
, 0.0000 0.0798 366

0.0000 0.0798 367
t 0.0000 0.0790 368

0.0000 0.0788 369

0.0000 0.0785 370

0.0000 0.0776 371

0.0000 0.0776 372

0.0000 0.0774 373

0.000D 0.0773 374

0.0000 0,0773 375

0.0000 D.0773 376

0.0000 0.0773 377

0.0000 0.0766 378

0.0000 . 0.0758 379

0.0000 0.0756 380
0,0000 0.0752 381

0.0000 0.0745 382

0.0000 0.0743 383

0.0000 00742 384

0.0000 0.0737 385

0.0000 0.0736 386

0.0000 0.0736 387

0.0000 0.0733 388

0.0000 0.0732 389'

0.0000 0.0729 390

0.0000 0.0727 391

0.0000 0.0720 392

0.0000 0.0719 393

0.0000 0.0718 .394

0.0000 0.0717 395

0.0000 0.0715 396

0.0000 0.0714 397

0.0000 00712 398
00000 0.0712 399

0.0000 . 0.0711 400

0.0000 0.0709 401
D.0000 00703 402

0.0000 0,0697 403

0.0000 0.0696 404

0.0000 0.0695 405
D.0000 0.0694 406

0.0000 0.0693 407

0.0000 0.0688 408

0.0000 0.0686 409

0.0000 0.0686 410

0.0000 0.0686 411

0.0000 0.0685 412

0.0000. 0.0685 413

0.0000 0,0684 414

0.0000 00683 415

0.0000 0.0679 416

0.0000 0.0676 417

0.0000 0.0675 418
0,0000 0.0674 419

0.0000 0.0674 420

0.0000 0.0673 421

0.0000 0.0672 422

0.0000 0.0670 423

0.0000 0.0670 424

0.0000 0.0669 425

0.0000 D.0666 426

0.0000 0,0665 427

0.00D0 0.0665 428

0.0000 0.0661 429

0.0000 0.0659 430

0.0000. 0,0652 431

0.0000 0.0651 432

0.0000 0.0651 433

0.0000 0.0650 434
00000 0.0650 435

0.0000 0.0649 436
tic:ata: fipeJ with idlffltlt:a1 Corur.quer,c;e othI,u,e Scores were priorltl:u1d ac,nfdin1 to thelrtf0oc011g i11tcnsitles I
----
. . ;.,. , ....
( Impact Cateoerv Consequence ' floocl"I
Diameter ltn,th Intensity of fallw. ..
( Health Ii Transportation System
Pipe ID fill) (ft) (pl) Safety Business Oparatlons Impact Score l
0531914 8 65 389,880 0,0718 0.0802 0,0000 0.0000 0,0519 510 D536143 8 790 405,059 0.0411 0.1414 0.0000 0.0000 0.0519 511 r D532169 8 257 501,857 0,1022 0.0036 0.0000 0.0000 0.0518 512 0532025 8 12 657,552 0.1021 0.0036 • 0.0000 0,0000 0,0518 513 , D53ll92 8 39 629,413 0.0712 0.0802 0.0000 0.0000 0.0516 514 D531654 8 509 87,355 0,1014 0,0036 0,0000 0.0000 0.0514 515 j 0531303 8 305 353,462 0,0708 0.0802 0,0000 0,0000 0 0514 516 0532163 6 38 846,651 0.1011 0.0036 0.0000 0.0000 0.0513 517 I D531553 Ii 285 255,818 0.1009 0,0036 0.0000 0.0000 0.0512 518 0531930 8 I! 615,429 0.069S 00802 0.0000 0.0000 o.osoa 519 I 0532026 8 20 · 632.,289 0,0996 0.0036 0.0027 0,0000 0.0508 520 0S31191 8 119 603,697 0.0695 0.0802 0.0000 0.0000 0.0508 521 I 0531966 8 401 662,008 0.0991 0.0035 0.0000 0.0000 0.0503 522 D531947 8 382 602,034 0.0985 0.0036 D,0000 0.0000 0.0500 523 l 05308!13 a 373 SSS,128 0.0984 0.0036 1 0,0000 0.0000 0.0499 524 D53n80 8 18 385,455 0.0677 0,0802 0,0000 0.0000 0.0499 525 j
D532035 6 172 441,252 0,0587 0,0036 O.l95S 0.0000 0,0496 526 D531962 8 56 663,642 0.0976 0.0036 D.0000 0.0000 0.D495 527 r T602850 g l 941,525 0 0989 0,0000 0.0000 0.0000 0.0495 .528 0531023 8. 195 782,988 0.0974 0,0036 0.0000 O.D000 0.0494 529 'D533666 8 714 378,276 0,0974 C.0036 0.00D0, 0.0000 0,0494 530 0531333 B 479 475,220 0.0972 0.0036 D.0000 0.0000 0.0493 531 D532193 6 6 343,~17 0.03S7 ' 0,0036 0.3070 0.0000 0.0493 532 0531262 6 48 573,203 0.0665 0.0802 0,0000 0.0000 · 0.0493 533 0530924 6 65• 371,735 0.0413 0,1414 0.0000 0.0000 0.04S9 534 0542.707 10 339 343,335 0 0964 0.0036 ' 0,0000 0,0000 0.048 535 0533676 8 203 417,396 0.0962 00036 0.0000 0.0000 0.0488 535 0531586 8 65 90,636 0.0409 0.1414 0.0000 0.0000 0.0487 S37 D532875 G 2, 612,476 0.0653 0.0802 0.0000 0.000D 0.0487 538 0531923 12 140 759,423 0.0971 0,0000 0.0000 0.0000 0.0486 539 T602856 ' 8 20 922,194 : 0.0971 0.0000 0.0000 0.0000 0,0485 540 - 0531868 8 10! so2.1q3 0.0747 0.0036 0.1033
~

0.0000 0,0434 541
"""
0532888 6 376 433,237 0,0646 0.0802 0,0000 0.0000 0.0483 542 0531664 6 314 74,993 0.0944 0,0036 0.0D00 0.0000 0.0479 543 0530897 8 35 736;64S 00940 00036 0.0000 0.0000 0,0477 544 •D532129 6 20 870,240 0.0942 0.0000 0.0000 0.0000 0.0471 545 0530896 8 156 712,567 0.0925 0,0036 0.0000 0.0000 0.0470 ' 546 0531842 8 36 732,218 0.0925 0,0036 0,0000 0.0000 0.0470 547 I D531004 e 566 640,219 0.0618 0.0802 0,0000 0,0000 0,0461 548 D53281!7 6 33 479,324 0.0613 0.0802 0.0000 0.0000 0,0467 549 I D531.58'> 8 1,183 177,068 0.0610 , 0.0802 0,0000 . 0,0000 0,0465 550 I D532&!5 6 175 511,658 0.0608 0.0802 00000 0.0000 0.0464 551 I
0533667 8 596 374,160 0,0911 0.0036 0.0000 0.0000 0.0463 552 0531591 12 1( 466,830 0.0356 0.1414 0,0000 0,0000 0.0461 553 I 0542711 8 1,215 374,475 0.0904 0.0036 0.0000 0.0000 0.0459 554 D531700 6 305 471,045 0,0501 0.0036 0.2010 0,0000 0,0459 555 0531957 8 42Q 576,954 0.0902 0.0036 0.0000 0.01)(){) 0.0458 556 '
0531010 8 1,265 304,620 0.0311 0,0802 0.1408 0.0000 0.0457 557 0532032 6 859 537,084 ' 0,0866 0.0036 0.0166 0.0000 0.0457 558 D5348l4 8 91 520,913 0.0696 0.0036 - 0.1006 0.0000 0,0456 559 D531977 8 353 592,416 0.0896 0.0036 0.0000 00000 0,0455 560 \ D531843 8 11 ' 722,841 0.0895 0.0036 0.0000 0.0000 0.045S 561 0531347 8 464 583,83,1 0.0895 , 0.0036 0.0000 0.0000 0.0455 562 I 053W08 6 227 282,465 0,0342 0.1414 0.0000 0.0000 0.0454 563 0531696 8 359 515,415 0.0684 0.0036 0.1 □ 31 0.0000 0.0452 564 I
0531819 8 201 678,426 0,0890 0.0036 0.0000 0,0000 0.0452 565 I ( 0531653 8 166 84,S75 0.0886 0.0036 0.0000 0.0000 0,0450 566 1 I D531665 6 HJ 84,898 0.0885 0.0036 ' 0,0000 0.0000 · 0,0450 567 I 0533671 8 321 375,792 0.0885 0,0036 0.0000 0.0000 0.0450 568 I 0531711 8 298 412,700 0,0884 0,0036 0.0000 0,0000 0.0449 569 I 05312.34 8 672 420,743 0.0576 0.0802 0.0000 0.0000 0,0448 570 I D530908 8 363 668,!114 0.0879 ' 0.0036 0.0000 0.0000 0,0447 571 l 054 2704 10 501 340,920 ' 0,0878 1 0 0036 0,0000 00000 0.0446 1 572 0531849 8 ' 18 827,474 0,0876 0.0036 0.0000 0.0000 0,0445 573 0532871 6 3( 442,536 0.0570 0.0802 0,0000 0.00D0 0,0445 574 0531058 6 B 463,824 0.0890 0.0000 0,0000 0.0000 0.0445 575 - j 053S869 6 118 75,098 0.087S 0.0036 0.0000 0.0000 0.044S 576 0530882 8 136 711,212 0.0874 0,0036 0,0000 0.0000 00444 577 0542.705 10 1,321 '._ 33S,145 0.0873 0.0036 0.0000 0,0000 0,0444 578 0~309, -1 s - 24t sn,440 0$2-2. .n 0036 --0,oom .O,OJJOD ~ ~ 0531844 8 354 736,197 0.0869 0.0036 0.0000 0.0000 CL0442 580 0536147 8 177 379,740 0,0562 0,0802 0,0000 0.0000 0,0442 581 0530959 8 55 458,115 0.0562 00802 0.0000 0.0000 0.0442 582 "
I
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Notl!; Pfpe:s wPth idl:!ntical Consaqu~oce of Failure Scores were- p~ioritized acr.ordin£ tn tht fr flaodine: jntcnsitie~ "lfTT~ i"r.t • r,,..-,01:1 • ··•• - .... . . . .. 'r.:n~[!ft 1.••! • Ftoodlng I mpac;t Cateagry
Le~gth lntvnsity System Diameter Ho,alth It
Pipe ID (iri) (ft) (gal) Safet'j , Transportatior> Business Opefallons 0531104 8 435 621,852 0.0721 0.1414 0.0000 0.0000
0531074 G 61 316,649 0.1270 0.0036 0.0000 00000
OS30931 8 652 441,201 0.0S26 0,1414 0.0939 0.0000
DS36149 12 4 1,032.,402 0.1275 0.0000 0.0000 0.0000
0531649 B 99 86,985 0.1260 0.0036 0.0000 0.0000
D531310 8 83 479,892 0.0944 00802 0,0000 0.0000
0532199 8 22 408,864 0.1244 0.0036 0.0000 0.0000
D531661 8 129 88,587 0.1240 0.0036 0,0000 0.0000
0530982 e 490 558,888 0.1239 0.0036 0.0000 0.0000
D543110 f 12 867,395 01233 0.0036 0.0000 0.0000
0533108 6 9 610,879 0.0736 0.0802 0.0946 0.0000
0531009 s 169 713,788 0.D923 0.0802 0.0000 0.0000
D531155 10 507 934,659 0.1225 0.0036 0.0000 0.0000
D531335 s 167 386,206 0.1221 0.0036 0.0000 0.0D00
0531975 a 84 773,917 0.1H4 0.0000 0.0000 0.0000
D531606 8 349 512,828 0,0640 0.0036 0.2884 0.0000
D531651 8 54< 7S,966 0.1214 0.0036 0.0000 0.0000
D532072 8 121; 585,897 0.0661 0.1414 0.0000 0.0000
053206B a 476 579,338 0.0656 ().1414 0.0000 0.0000
' D531847 10 191 B89,50B 01203 0.0036 0.0000 0.0000
D53.2116 8 223 782,076 01200 0.0036 0,0000 0,00D0
, 0542760 12 13 940,776 0.1190 0.0036 0.0000 0.0000
D542757 12 ~ 913,068 0,1186 D.0036 0.0000 0.0000
• D531082 6 231 199,556 01185 00036 0.0000 0.0000
D542759 12 24 932,220 0.1182 0.0036 0.0000 0.0000
0542756 12 2• 911,040 0.1180 0.0000 0.0000 0.0000
' 0542758 12 644 917,988 0.1165 0.0036 0,0000 0.0000
D531846 e 749 626,262 0.0848 0,0802 0.0000 0.0000
1 D531314 6 73( 373,842 0.0846 0.0802 0.0000 0.0000
• 0531025 8 36 862,124 0.1149 00036 0.0000 0.0000
D531109 6 89 496,561 0.0597 0.1414 0.0000 0.0000
D532027 8 ! 663,831 0.1146 0.0036 0.0000 0.0000
0531089 10 758 418,811 0.114S 0.0036 0.0000 0.0000
D531663 i 203 n,010 0.1145 0 0036 0.0000 0.0000
' 0531028 8 23 651,431 0.1140 0.0036 0.0000 0.0000
0531848 8 16 899,798 0.1130 0,0036 0.0000 0.0000
D531188 B 361 636,557 0.0816 0,0802 0.0000 0.0000
0531060 12 SSB 395,004 0.1118 0.0036 0.0000 0,0000
D531184 6 117 486.312 0.0807 0.0802 0.0000 0.0000
0531662 8 151 77,108 0.1113 0.0036 0.0000 0.0000
0531576 8 428 574,114 0.0805 0.0802 O.D000 0.0000
D531181 5 679 467,208 0.0805 0.0802 0.0000 0.0000
D532 □ 64 6 &59 449,831 0.0508 0,1414 0.0254 0.0000
D531519 B 495 344,285 0.0306 0.0802 0.2478 0.0000
T602848 10 7 1,162,044 0.1106 0.0036 0.0000 0.0000
T603302 8 102 1,04:1.,128 0.1117 0.0000 0.0000 0.0000
0531643 6 673 79,500 0.1095 0.0036 0.0000 0.0000
0532198 8 313 430,920 0.0292 0.0802 02478 D.0000
D531038 8 216 846,626 0.1092 0.0036 0.0000 0.0000
0532021 8 221 603,309 0.1086 0,0036 0.0000 0.0000
D531582 8 921 169,095 0.0775 0.0802 0.0000 0.0000
0530885 8 113 856,947 0.1080 0.0036 0.0000 0.0000
0531380 6 658 310,644 0.1080 0.0036 0.0000 0.0000
T600006 10 7 921,480 0.1095 0.0000 0.0D00 0.0000
D531289 61 151 295.730 0.1070 0.0036 0.0000 0,0000
D534823 8 74 543,053 D.0860 0.0036 0.1031 0.0000
D530934 6 ~ 278,401 0.0319 0.1414 0.0939 0.0000
D531829 • 6 859 519,396 0.1024 0.0036 0.0166 0.0000
D531910 8 463 376,403 0.0748 0,0802 0.0000 0.0000
0535813 6 42 85,493 0.1051 00036 0.0000 0.0000
D5315B8 8 548 6!!,752 0 ,0497 0.1414 0.0000 0,000D
0531850 12 391 928,464 0.1046 0,0036 0.0000 0.0000
D531648 6 85 82,710 01046 0.0036 0.0000 0.0000
D531845 8 121 850,941 0.1045 0.0036 0.0000 0.0000
D531869 8 75 501,885 0..0648 0.0036 0,1971 0.0000
D54.2708 10 301 352,755 0.1041 0.0036 0.0000 0.0000
DS30950 6 256 402,259 0.0545 0.0802 0.0946 0.0000
0530894 8 67( 661,359 0.1034 0.0036 0.0000 0.0000
D5319ti3 8 173 665,865 0.1034 0.0036 0.0000 00000
0531915 8 30 382,080 0.0726 0.08D2 0.0000 0.0000
D531618 • 8 200 392,133 0,0230 0,0802 0.2478 0.0000
0532023 8 192 536,437 0.1026 0.0036 0.0000 0.0000
D531132 8 752 391,417 0.0473 0.1414 0.0000 0.0000
constqu1nce
of f;iilure •· ·
Impact Score

0.0643 437

0.0642 438

0.0640 439
0,063/ 440

0.0637 441

0.0632 442

0.0629 443

0.0627 444
00627 445

0.0623 446
0,0613 447

0.0622 448

0.0620 449

0.0618 450

0.0617 451

0.0616 452
0,0614 453

0.0613 454

0.0611 455

0.0609 456
0,0607 457

0.0602 458

0.0600 459

0.0600 460

0.0598 461

0.0590 461

0.0590 463

0.0585 464

0.0583 465

0.0582 466

0.0581 467
00580 468

0.0580 469

0.0580 470

0.0577 471

0.0572 472

0.0569 473

0.0566 474

0.0564 475

0.0564 476

0.0563 477

0.0563 478

0.0562 479

0.0561 480

0.0560 481

0.0559 482

0.0555 483

0.0554 484
0,0553 485
0 0550 486

0.0548 487

0.0547 488

0.0547 4B9
O.OS47 490
0,0542 491
0 0540 492
O.OS36 493

0.0536 494

0.0534 495

0.0533 496

0.0531 497

0.0530 498

0.0530 499

0.0530 500

0.0529 501
00528 502

0.0527 503

0.0524 504

0.0524 505

0.0524 506

0.0523 507
00520 sos

0.0519 509
Note: f'ipM with ItJenUr."I C.oMequtnce of Fai~uro Scoi:!!.~ere priorit__!_z~d accard;ng to thf!ir ffo0ditle lntensitie!I. . . . . . . . . . . .
floodlna Impact C11teo,,y Cons11qt1enc:e '
Diameter Lengt/1 lnte/lSlty Health & System of failure ..

Pipe.ID (ln) 1ft] (;rail Safetv TranspDrtalian Busllless Ooe,a!lons lmpactSco,e 0532869 8 27 450,893 0.05S9 0.08D2 110000 0.0000 0.0440 583 D53187l 6 26 425,502 o.ossa 00802 0.0000 0.0000 0.0440 584 D535329 6 10 449,238 0 .0556 0.08D2 0.0000 0.0000 0.0439 585 D535330 6 13 448,110 0.0556 0.0802 D.0000 0,0000 0.0438 586 D532886 6 24} 42&,562 0.0554 0.0802 0.0000 0.0000 0.0437 587 0535331 6 31 440,918 0.0553 0.()802 D.0000 0.0000 0.0437 588 D530874 8 353 628,754 0.0859 0.0036 0.0000 0.0000 0-0437 589 D532884 6 269 470,841 0.0551 0.0802 0.000D 0.0000 0.0436 590 D531578 8 209 599,355 0.0548 0.0802 0.0000 0.0000 0.0434 591 D530900 s 262 679,953 0.0854 0.0036 0.0000 0.0000 0.0434 592 D53B89 s 317 712,257 0.0850 0.0036 0.0000 0.0000 0.0432 593 D533669 8 874 369,000 0.0848 0.0036 00000 0.0000 0,0431 594 0532011 8 239 692,927 0.0845 0.0036 0.0000 0.0000 0.0430 595 D541507 6 36 509,954 0.0845 0.0036 0.0000 0.0000 0.0430 596 0Sl287:l 6 22 430,525 0.0525 0.0802 0.0000 0.0000 0.0423 597 0531088 10 144 475,170 0 .0830 0.0036 0.0000 0.0000 0.0422. 598 0531022 8 459 436,548 0.0523 0.0802 0.0000 00000 0.0422 599 T602B60 B 34 855,341 0 .0841 0.0000 00000 0.0000 0.0420 600 D532882 6 347 423,848 0.0519 0.0802 0.0000 0.0000 0.0420 601 0531694 6 157 404,678 0.0428 0.0036 0.1959 0.0000 0,0417 602 D531i01 6 205 460,972 0.0415 0.0036 0.2010 0.0000 0.0416 603 0532050 6 308 518,460 0.0596 0.0036 0.1105 0.0000 00416 604 D532037 6 433 399,832 0.0529 0.0036 0.0939 0.0000 0.0415 605 D535332 8 470 396,368 0.0504 0.0802 0.0000 0.0000 0,0413 606 D531222 8 730 496,409 0.0810 0.0036 0.0000 0.0000 0.0412 607 0531998 8 240 548,331 0 .0808 0.0036 0.0000 D.0000 0.0411 608 D532000 8 233 693,977 00804 0.0036 0.0000 0.0000 0.0409 609 0531090 6 193 291,072 0.0803 0.0036 0.0000 0 0000 0.0409 610 0530960 6 357 423,491 0,0495 0.0802 0.0000 0.0IJ00 0.0408 611 0531011 8 687 564,154 0.0801 0.0036 0.0000 00000 0.0408 512 0531349 6 185 400,482 00800 0.0036 0.0000 0.0000 0.0407 613 D531613 8 335 368,708 0,0366 0.0802 0.0601 0.0000 0.0404 614 D530957 6 46 379,670 0.0481 0.0802 0.0000 0.0000 0.0401 615 0S31062 10 11 492,060 0.0785 0.0036 0.0000 0,0000 0.0400 616 0531911 8 11 380,D10 0.0470 0.0802 0.0000 0.0000 0.0395 617 0531996 8 226 705,716 0.0775 0.0036 0.0000 0,0000 00395 618 T602866 8 24 787,532 0.0788 0.0000 0.0000 0.0000 0.0394 619 D531667 8 nG 73,523 0.0770 0.0036 0.0000 0.0000 0.0392 620 0542710 B 313 327,120 0.0769 0.0036 0.0000 0.0000 0.0392 621 053S654 6 294 287,925 0.0552 0.0036 0.1031 0.0000 0.0391 622. 0531076 6 115 539,427 0.0766 0.0036 0.0000 0.0000 0.0390 62.3 D531967 8 131 5S5,728 0,0763 0.0036 0.0000 0,0000 0 .0389 62.4 D531ll51 6 738 435,048 0.0762 0.0036 0.0000 0,0000 0.0388 625 D533105 6 19 391,283 0.0454 0.0802 0.0000 0.0000 0.0387 626 D531979 8 317 473,399 0.0759 0.0036 0.0000 0.0000 0.0387 6i.7 0S31828 6 12.4 671,660 0.0726 0.0036 0,0166 0.0000 0.0387 628 D542709 8 298 325,875 0.0754 0.0 □ 36 0.0000 0.0000 0 .0384 629 0531157 6 866 420,696 0.0751 0.0036 0.0000 0.0000 0.0383 630 0531020 6 60 358,019 00442 0.0802 0.0000 0.0000 0.0381 631 D531918 6 123 421,635 0.0439 0.0802 0.0000 0.0000 0.0380 632 0531929 12 20 757,575 0,0758 0.0000 0.0000 00000 0.0379 633 0542706 8 263 319,305 0.0741 0.0036 0.0000 0.0000 0.0378 634 D530955 6 376 332,415 0.0432 0.0302 00008 0.0000 0.0377 635 0532016 8 307 532,399 0.0738 0.0036 0.0000 0.0000 0.0376 636 0531559 8 503 386,745 OJJ738 0.0036 0 .0000 0.0000 0.0376 637 0542712 8 420 321,795 0,0735 0.0036 0.0000 0.0000 00375 638 0535639 6 248 312,323 0.0525 0,0036 0.1006 0.0000 00370 639 D531695 8 29 S22,615 0.0711 0.0036 0.0067 0.0000 0.0369 640 05321$1 l 48 156,300 0.0171 0.1414 0.0000 0.0000 0.0368 641 0532137 & S5 S67,323 0.0720 0.0036 0.0000 0,0000 0.0367 642 0531841 6 18 664,052 0.0719 0,0036 0.0000 0,0000 0.0367 643 0532001 8 351 676,904 0.0717 0.0036 0.0000 0.0000 0.0366 644 D532112 8 1,009 3S8,073 0.0713 0.0036 0.0000 0.0000 0.0364 645 0542755 6 18 360,910 0 0712 0,0036 0.0000 0.0000 0.0363 646 D533668 6 122 362,580 0.0703 0.0036 0.0000 0.0000 0,0361 647 05?.1714 6 1,155 316,855 0.0489 0.0036 0.1071 0.0000 0.0359 648 D531003 12 20 99,677 0.0148 0.1414 0.0000 0.0000 0.0357 649 0531857 8 2, 519,767 0-069& 0.0036 0.0000 0,0000 0.0356 650 D531249 6 265 297,382 0.0391 0.0802 0.0000 0.0000 0,0356 651 053201° s - iJJs 54-1;3-10 f-e ;069'1-- o:003ii 0.0000 0.0000 0,0356 652 D530902 8 279 629,655 00696 0.0036 D.0000 00000 0,0355 65?. 0531864 6 194 272,190 0.0297 0.0036 0.1971 0.0000 0.0353 654 0532175 8 251 586,755 0,0685 0.0036 0.0000 0.0000 0.0350 655 Note · fipei with idential Collst~J.la!nce cf Failurt. Scores were prioritized accordinB to thetr flooding lhten.'iitre!i ,_ - ,m· ,,.._,
Floodl11t1 Impact Cateogiy Consequence
Oiarnew Length lnansity Health& Transp«Qtlon Symm offallurt Pipe ID (in) [ft) laall s,r.i\,, 9uslness o...-ns lmDactSwre 0531702 6 324 347,854 0.0468 0.0036 0.1071 0.00DO 0.0348 656 0532109 8 339 484,891 0.0680 0.0036 0.0000 0.0000 0.0347 657 0532009 8 350 680,558 0.0679 0.0036 0.0000 0.0000 0.0347 65S 0531952 8 62 509,116 0.0675 0.0036 0.0000 0.0000 0.0345 659 0533675 8 427 365,856 0.0670 0.0036 0.0000 0.0000 0.0341 660 T602878 4 10 536,220 0.0680 0.0D00 0.0000 0.0000 0 .0340 661 D531287 6 93 273,848 0.0661 0.0036 0.0000 0.0000 0.033S 662 0531858 8 20 482,741 0.0660 0.0036 0.0000 0.0000 0.0337 663 0532106 B 330 468,274 0.0660 0.0036 0.0000 0.0000 00337 664 0531375 8 313 546,083 0.0658 0.0036 0.0000 0.0000 0.0336 665 D531338 6 65 359,110 0.0656 0.0036 0.0000 0.0000 0.0335 666 0531273 6 409 391,409 0.0656 0.0036 0.0000 0.0000 0.0335 667 D531853 6 648 435,444 0.0656 0.0036 0.0000 0.0000 0.0335 668 D531364 6 430 413,018 0.0654 0,0036 0.0000 0.0000 0.0334 669 0531872 6 326 497,988 0.0651 0,0036 0.0000 0.0000 0,0333 670 D531883 6 533 486,720 0.0650 0.0036 0.0000 0.0000 0.03.32 671 D532196 8 1,007 436,170 0.0650 0.0036 0.0000 00000 0.0332 672 0S31348 6 139 496,026 0.0646 0.0036 0.0000 0.0000 0.0330 673 D5312.02 6 61 596,709 0.0646 0.0036 0.0000 0.0000 0.0330 674 0532014 8 296 543,391 0,0644 0.0036 0.0000 0.0000 0.0329 675 D531925 12 92. 729,467 0.0658 0,0000 0,0000 0.0000 0.0329 676 D531311 8 919 264.019 0.0334 0.0802 0.0000 0.0000 0.0327 677 os31no 8 8 420,968 0.0639 0.0036 0.0000 0.0000 0.0327 678 0531018 8 287 438,648 0.0638 0.0036 0.0000 0.0000 0.0326 679 0531577 6 321 341,744 0.0330 0.0802 0,0000 0.0000 0.0325 680 0531579 6 75 368,524 00328 0.0802 0.0000 0.0000 0.0325 681 D532107 8 12 412,200 o.0633 □.0036 0.0000 0.0000 0.0324 682 0531302 6 161 232,605 0.0327 0.0802 0.0000 0.0000 0.0324 683 D531093 6 48 381,612 □ . 0631 0.0036 0.0000 0.0000 0,0323 684 0530952 6 345 311,648 0.032.1 00802 0.0008 0.0000 0.0322 685 D531840 6 1,280 300,878 0.0627 00036 0.0000 0.0000 0.0320 686 D531341 8 61 545,078 0.0626 0.0036 0.0000 0.0000 00320 687 0531712 8 240 450,795 0.0624 0.0036 0.0000 0.0000 o. □319 688 D532174 8 46 456,212. 0.0622 0.0036 0.0000 0.0000 0.0318 689 0531371 8 63 485,299 0,0620 0.0036 0.0000 0.000-0 0.0317 690 D531235 8 118 469,613 0.0618 0.0036 a.0000 0.0000 0.0316 691 05320i9 6 154 497,361 0.0617 0.0036 0.0000 0.0000 0.0316 692 D530948 8 224 433,643 0.0616 0.0036 00000 0,0000 O.D315 693 0531210 6 58 388,323 0.0616 0.0036 0.0000 0.0000 0.0315 694 D531920 8 61 738,539 0.0630 0.0000 0.0000 0.0000 O.o315 695 D531571 8 157 355,965 0.0615 0.0036 0.0000 0.0000 0.0315 696 0531855 8 243 469,379 0.0615 0.0036 0.0000 0.0000 0.0315 697 0532634 8 32 580,695 0.0614 0.0036 0.0000 o.aooo 0.0314 698 0531557 8 291 358,036 0.0612 0.0036 0.0000 0.0000 0.0313 699 0532036 6 33 469,583 0.0608 0.0036 0.0000 0.0000 0.0311 700 D531789 6 176 59.175 0.0606 0.0036 0,0000 0,0000 0.0310 701 0531228 6 500 296.445 0.0298 0.0802 0.0000 0.0000 0.0309 702 D530951 4 587 105,032 0.0287 o.oao2 0.0008 0.0000 0.0305 703 0531921 8 43 712,971 0.0609 0,0000 0.0000 0.0000 0.0304 704 0531880 6 357 421,867 0.0594 0.0036 0.0000 0.0000 0.0304 705 D531798 8 937 393,098 0.0594 0.0036 0.0000 0.0000 0.0304 706 0531165 6 869 350,268 0.0592 0-0036 0.0000 0.0000 0.0303 707 0531856 8 267 485,325 0.0589 0.0D36 0.0000 0 .0000 0.0301 708 D531209 6 194 346,834 0,0588 0.0036 0.0000 0.0000 0.0301 709 D531340 8 61 505,598 0.0587 0.0036 0.0000 0.0000 0.0301 710 0531237 6 22 559,731 0.0583 0.0036 0.0000 0.0000 0.0299 711 D531922 8 23 699,636 0.0597 0.0000 0.0000 0.0000 0.D299 712 0530943 4 583 78,071 0.0085 0.0802 0.0946 0.0000 0.0297 713 0532165 4 40 197,557 0.0274 0.0802 0.0000 0.0000 0,0297 714 053134 2 8.3 481 485,145 0.0580 0.0036 0.0000 0.0000 0.0291 715 D530925 8 264 477,280 0.0580 0.0036 0.0000 0.0000 0.0297 716 D531292 6 401 239,745 0.0579 0.0036 O.D000 0.0000 00297 717 0533673 8 480 353,724 0.0578 0.0036 0.0000 I 0.0000 0.0296 718 D532034 6 240 430,610 0.0577 0.0036 0.0000 0.0000 0.0296 719 D531877 6 333 481,680 0,0577 0.0036 D.0000 0.0000 0.0296 720 0531161 6 228 427,188 0.0576 0.0036 0.0000 0.0000 0.0295 721 D531138 6 47 558,971 0.057S 0.0036 0.0000 0.0000 0.0295 722 0531909 6 1lll 238,230 0.0266 0.0802 0.0000 0,0000 0.0294 723 D531265 6 134 452.498 0.0572 0.0036 0.0000 0.0000 0.0293 724 D531263 6 437 364,931 0.0571 0.0036 0.0000 0.0000 0.0293 725 0531350 6 800 283,385 0.0571 0.0036 0.0000 0.0000 00293 726 053B31 6 127 289,315 0.0570 0.0036 0.0000 0.0000 0.0292 727 T600009 4 10 352,643 0.0583 0.0000 0.0000 0.0000 0.0191 728 )
)
)
)
)
Note: Pipe:<. wit}i lderl(fi;::~I ConstHfUE!11(."'e cf F;1iaJre Sr;om were priorlt~d ■ ccardinR to thtfr fluoc:Fng int•r1,~Jtres ........... ___ -
Ffclodlnr Impact Cati!Ogty
Diameter length Intensity Health& -~
Pipe ID fin). (ft) rcalJ Safetv TranspOl'tation 81jSiness D532115 6 395 135,885 0.0127 0.0036 0.0000
0531034 6 41 110,044 0.0125 0,0036 0.0000
D531053 , 6 439 85,774 0.0124 0.0036 0.0000
0544651 6 s 111,436 0.0123 0,0036 ; 0.0000
0530987 4 40 73,508 00123 0.0036 0.0000
D531964 4 184 122,626 0.0123 0.0036 00000
0531206 6 257 130,484 0.0121 0.0D36 0.0000
0531373 4 305 112,889 0.0117 0.0036 0.0000
OS31852 4 295 104,948 0.0117 0.0036 0.0000
0603112 8 g 100,695 0.0116 0.0036 0.0000
0603109 8 30 100,664 0.0116 , 00036 0.0000 I
0603115 8 65 100,527 0.0116 0.0036 0.0000
D539619 6 462 122,232 0.0112. 0.0036 0.0000
0531037 4 101 108,540 0.0121 0.0000 0.0000
0531248 4 160 102,356 0,0106 0.0036 00000
0531288 e; 766, 113.568 0.0106 0.0036[ 0.0000
0531135 3 ' 210 105.613 0.0103 0.0036 0.0000
0533075 4 107 92,174 0.0103 , 0.0036 0.0000
0532017 4 513 94,620 0.0100 0.0036 0.0000
D531224 4 227 88,118 0.0099 0.0036 0.0000
D530877 4 82 94,452 0.0095 0.0036 0.0000
D531137 4 239 99,294 00095 00036 0.0000
05311% 6 449 107,399 0.0094 0.0036 0.0000
D532114 4 120 96,743 0.0093 0.0036 0.0000
0531965 4 244 84,015 0.0091 0.0036 0.0000
0532019 4 501 85,468 0.0091 0.0036 ' 0.0000
0530878 4 155 81,751 0.0104 0.0000 0.0000
0531035 4 ;a 78,998 0.0088 0.0036 0.D0001
0531372 4 586 81,915 0.0087 0.0035 0.0000
053132 7 4 234 79,970 0.0086 0.0036 0.0000
0531197 6 379 97,818 0.0085 0.0036 0.0000
0532108 4 207 86,607 0.0081 0.0036 0.0000
0531040 4 113 68,757 0.0077 0 ,0036 0.0000
0531309 4 30 82,391 0.0077 0.0035 0.0000
0531036 4 80 77,963 0.0087 0.0000 0.0000
0531041 4 144 64,552 0.0069 0.0036 0.0000
0531924 4 767 87,528 o,ooa1 0.0000 0 .0000
0531801 2 48 56,637 0.0052 0.0000 00000
0531308 2 128 13,188 0.0019 0.0036 0.0000
0531570 2 499 ll,40Q 0.0012 0.0036 0.0000
0531379 l 397 11.110 0.0010 0.0036 0.0000
..

Consequence
System of Failure
Opiltations I ,If pact Score

0.0000 0.0071 1021

0.0000 0.0070 1022

0.0000 0.0069 1023 ,

0.0000 0.0069 1024

0.0000 0.0069 102S
00000 0.0069 1026

0.0000 0.0068 102:i:

0.0000 0-0066 1028

0.0000 0.0066 1029

0.0000 0.0065 1030 I

0.0000 0.0065 1031

0.0000 0.0065 1032

0.0000 0.0063 1033

0.0000 0.0060 1034

0.0000 0.0060 103S
00000 0.0060 1036

0.0000 0.0059 ' 1037

0.0000 0.0059 1038

0.0000 D.0057 1039

0.0000 0.0057 1040

0.0000 0.0055 . 1041

0.0000 0.0055 1042
D.0000 0 ,0054 1043

0.0000 ' 0.0054 1044 1

0.0000 0.0053 1045

0.0000 0.0053 1046

0.0000 0.0052 1047
o.aoao 0.0051 1048

0.0000 0.0051 1049

0.0000 0.0050 1050

0.0000 0,0050 1051

0.0000 0.0048 1052
o.pooo 0.0046 1053

0.0000 0.0046 1054

0.0000 0.0043 1055

0.0000 0.0042 1056

0.0000 0.0040 1057

0.0000 0.0026 1058

0.0000 0.0016 1059

0.0000 0.0013 1060

0.0000 0.0012 1051

EXHIBITD
Capital Improvement Plan
Asset Class/
Location
Water Mains
Air Release, Vent,
& Blow Off Valves
Fire Hydrants
Line Valves
Total
2022 2023 2024 2025 2026 2027 2028 2029 2030 2031
894.900 □ 'J 1100 0 6.500 888.300 a.oo □ o.:> . 900 DO
oOO oOO a.oo a. 700 800 DO DO
s1,ooo 11 s1, ~~o II s1,ooo II $1,400 n $3,400 II s1,100 II s2,100 II s2,100 II $3,100 $47,000
.J
$18,800 $37,400 $22,400 $30,900
s1,ooo n $59,600 II $3,189,900 11 $483,600 ![ $47,600
- .. ···-· • i i 2,ioo ••• - • $62,i'oo f ••• $47€i:o·oo $3,400 $8,500 1--c s ::i•□c::1
$17,000 $3,400 $28,300 $93,800 ··s1i8,700 •• ··-·-----··1r $28,300 $3,400 $1,600 _ _.J - -~- .. . __ _____IL._~-~
-1 ssss,300 I I $411,200 II $41s,ooo II $371,ooo II $465,400 I! $695,700 $33,900 $11,000 L $15,400 II
$2,500 $4s ,ooo 11 $2,500
l
s2s,3oo II $14,700 1-c s2,200 n $5,700 I[ $600 II $76,300 II $600 1- ·--- .... - .. ···- ...... ·"·· ..... 11-· - 7
s1,1s6,soo 11 s1,012,100 11 $416,40 0 11 s2,001,200 lf s116,4oo II s1,s49,100 11 s1,39s,600 11 ss,16s,soo 11 s2,142,soo II si,442,100 I 3 Asset Class/ 2032 2033 2034 2035 2036 2037 2038 2039 2040 2041 Location
Water Mains
Air Release, Vent,
& Blow Off Valves
----------------
Fire Hydrants
Line Valves
Meters
Mann Station
Cristo Rey Storage
Tank
Mercedes Road
Station
Services
Flowering Pear
Well
Franco Court Well
lnterties
Total
s1,091,400 II s2,s11,100 H $866,200 II s1so,soo H s1,452,3oo H s2,242,100 II $452,100 H s1,140,400 H sss2,100 11 $755,ooo II $6: a --$2,400 I $5-,800 ~~~i~ • s25,3oo] [2400
$3,400 H $2,700 II $21,000 H $3,700 H $85,800 ]I $700 H $1,000 H $1,000 H $1,000 I! $1,400 $25,i oo - s·11-0,900 ___ $20,700 ·- ---- --$44,600 - - • s~io,200 1 ··-- $7.5,SODJ- $9-;7oo] [- ··-$72,90 o][ $14,Boi]I $29,800 $61,400 II ss10, iwJC s223,ooo H $248,900 H $84,100 11 $255,700 H $189,600 II $35,200 H $3,100 1- $19,400 $42,4oo 1f -· -$52,200 - $31,800 $-1-81~600-- -- s·i 1,3oo] i $36,900 I[ sis3,600 Ii s i 2,6ooJ I $58,700 - ~ JI $932,300 11~ 300
$28,300 jiiiiiiiiiiiiiiiiiiiiiiiiiii-- r $3,400 II $28,300 ~l I! $17,000 ll_::l[ $3,400 IL 27,700 $860,200 H $1,461,100] $469,900 H $316,900 II s1s1,200 11 s1,161,200 ll $408,900 ][ $744,500 H $457,700 H $842,100 $2,500 - $3,400 •1 $2,500 IL $2,500 .. -· -- ·1;-ss,2-oo 11 · -$65,0~~r - $2,500 $20,200 1 II II L__J H_
$60,i11 $4,000 n $600 ,_c $600 1_ 1 $11,900 11 $93,200 11 $600 11 $3,600 -- • - - -- ------ ,~- - • - -- - ---·- --- ·-- -· -· • r-- •• ------. $67,800 $2,092,400 II $4,794,600 II $1,665,800 II $1,429,100 II $2,668,400 II $3,752,500 II $1,136,000 II $3,034,200 II $2,336,000 II $1,820,000 4 EXHIBITE
Maintenance Plan
✓ Measure source pump capacity in gallons per minute (GPM) to detect pump output problems .
✓ Calibrate pressure gauges and flow meters monitoring pump performance and capacity .

Storage Facilities
Weekly
✓ Check any warning lights or alarms - low water level, high water level, intrusion, power outage, etc. Correct issues or write work order for follow up corrective action . ✓ Check storage tank for signs of security breaches - damaged fences, open gates, graffiti, vandalism, etc. Report security violations.
✓ Check the overflow line, vents, ladder access locks, roof access hatches, and controls that are readily visible from the ground for damage, vandalism, or other conditions. Correct issues or write work order for follow up corrective action .
✓ Check storage tank and site after any adverse event (i.e., heavy rain, high wind, earthquake) . Correct issues or write work order for follow up corrective action .

Monthly
✓ Check water level indicator and record information .
✓ Verify all openings are protected from surface runoff, windblown contaminants, insects, birds and animals. Correct issues or write work order for follow up corrective action . ✓ Check tank overflow lines for signs of damage , such as, screens, flapper valves, check valves, splash plate, etc. Correct issues or write work order for follow up corrective action. ✓ Check area for excessive vegetation or dangerous conditions - uncut grass, brush, dead trees, fire hazard, ponding water, etc. Correct issues or write work order for follow up corrective action.
✓ Check control valves for proper positions, open or closed. Reposition as needed . ✓ Check control valves for damage or leaks. Correct issues or write work order for follow up corrective action.
✓ Check earth embankments for erosion , burrowing animals, improper drainage, and leakage.

Annually
✓ Check storage tank structural, seismic, and sanitary integrity - leaks, corrosion, cracks, supports, warping, etc.
✓ Exercise valves and make repairs as needed .
✓ Document inspection and maintenance activity as part of the annual maintenance program . ✓ Evaluate stored water for clarity, sediment s, floating material s or films, unusual odors , insects, birds or animals.

Five Year Inspection
✓ Inspect storage tank interior for pitting, concrete spalling, rot, corrosion, rust, water level sensors, biofilrn build-up, etc.
✓ Inspect tank indicator every three years for steel storage tanks without corrosion protection or every five years for storage tanks other than steel without corrosion protection . ✓ Drain, inspect, clean, and disinfect storage tank or use a diving maintenance service without draining tank.
✓ Respond to any evidence of storage tank problems or deficiencies and report them. [ Instrumentation
Daily
✓ Perform corrective maintenance on any malfunctioning sensor loop.

Annual
✓ Calibrate each sensor loop and document results in work order. Write follow up work orders to correct each unresolvable sensor issue.
[ O&M Planning & Record Keeping
✓ Develop/update Water Master Plan and Water Rate Study every five years ✓ Develop an Asset Management Plan to manage risk and ensure financial capacity to deliver safe and reliable water. Report to City annually on progress in meeting objectives. ✓ Develop a five-year annual maintenance plan. Update annually. Report actual to planned accomplishment to City yearly.
✓ Maintain logs of water main and service line repairs. ✓ Maintain logs of safety equipment repairs.
✓ Maintain records of valve exercising programs and associated logs. ✓ Maintain employee training log.
✓ Maintain the customer complaint and system telephone threat checklist/logs. ✓ Review emergency response plans and update as needed. ✓ Review O&M manual and update as necessary.
✓ Consider installation of soft-startersNFDs for well submersible and system pressure pump motors.
✓ Consider installation of an EAMS/CMMS to manage assets and maintenance. ✓ Consider backup power at Mercedes, Flowering Pear, and Franco Stations. ✓ Consider solar power installation with battery at Cristo Rey Station. ✓ Review the adequacy, reliability, and redundancy of the current pumping facilities and plan for improvements.

EXHIBIT F
SCVWD Contract
•. •
S -
.. llESOWTlOH tro. 540-8
,. ~t~otirt~oo or ~, ctn .cffl.rNcu. or THE c1n or wP&,"a'tlm Atrrtt()tt!tJfflV ~<m oc, r~cr B~EEM t.HE CU'Y ott
ouPtJi'.t~o . • ·Ami 't1m• • SMtrA . ct.AM Y:At.t;Ev ~A'f!ft .rrlisrucr trOR ' ••• •• • A.) $11'¥I.~ TREATED loii'l'.U • , • ~ I ~~~~ thf! ,City:,of Ctlpertino c-µttenrly bas e ~tuec: to pttretl~ w.af!;,ef fr:~m.-the ~~•-t:t.ira. ·1alld_y ti:atf!r- District vhich was ;e,:neut:ed. .oa rf&~1;~ /,~;~ « ¢~ ~1g1~1 ~ad - tbO
. , 'lii}l~. -t:ht lftt,~~ ·-Dl$t-tict ha~ JubtaiU:ed .a new eootra-et -to -th~ Ctt, ·.1tl1if.'!h ,tbr:it'i :es Bild --~Utt., th:t?, O'l'l,g!ps.1 conti,-act 'lild incerpo,i--atas t;be_ --®-~ • .. •nti •nd 1;i}li'$:i@!:si wh:t~t( Jmli':;. city bas r,equ Ued; :and .· •• • • -• ._ ·_•_ i-ff£R:EM~ the ii~r.,: ~(lil,ttt:Ji::t t s .1:n pror~r and suf{ict .eut for:ra amt is ~p- • tabi~ t<> the Ct•tf.'9.f :Cuf''.,\'E'tifio; • ----·- ·-· • l'itv'it• ilJ&RttOR.E, '5:E<lt ltESOVVE:D that the CHy ;Clerk and d1.e. Mayor be &nd . .a:r~. heJ'.'.aby aur;~rlt.~d. to ~Y..e.s::ttt:a said contn ~t i-n behalf of the Citj of ~gt~tpq.. ' , ·:. • • • • •••
• •• PASSED 4.~:0 AIXI:PTEO at a t-~guiar meeting of the -City Co~:f.l of tlJe City of Ciapeft:~l'lo .::Id,$ . ipd ~iay -of ~e:t.f!!\he r • 1980 by the . ~f():llowing VPt.~: .

NOES;
ADS£Nl' :
-il-Sl'Alth
AIT£S1 ' :

AP?-RO\'f.P:
/ 1d Barbar a A, Roger&
------Hayo-r. Cit y of Cuperti ~o
•
;/:
. . .... . ,.

Ct.N'TllACT a:Erwm~N SANT A QLARA VALLEY WA T.EJ! mST.m-CT AND CJ:TY OF Ct;'Pm:tlN~
PORA SUPPLY Of TlitEA.TEP ~A'J'SR'
. . . .

THIS co NTRACT is nnoe and entiefed into or, Jenua:rr, • 21,. l ''l$1- , ~t.:Well':n • tbeSANtACLAftA. VAi.LEY WATlE,R DJSTatcT.ftere;{Mffnr ref~ to - !fl)lr:trict". ·. a.ml Cf~ .. IJ'E <;U,S~ . . • . . . • . • • . • .·. • , · hereinafter·rdtrr-ed \Q M tieo.ntra~tor" ,md su~es pr-,evi-000 1Writer ~ee f"'Untt-acts • tte:tw~cn .Oi1trict ~ -contractor. · . •• . . • . •·
'MCltA.J,,$: . .• .. . .

A. Pi$trlcthnt .. ex~ut~~ «mtracts with. tile State of Onltf~ma J)epe:rtttl~nt of ¼\~e:tef Iruo.urees am1 ihe Uni'~ $!ates nu~ of R~la~ W~}' Omtriet .is ®d · : ,;1~.=~:~1.::~tf~~;~li!ti~«>Di~~~::t\~~~~::nst$eti~n .· .. ;~ntra!i~1~,,~~:~=~ti~!~!:~;=it:;;1 :watN;::1°.
•• · AG·itE~EN~'{ · l?or.~t-n ~~4et-~ti® &{. the mutual ,l:lr00):1~ ~d eo.v,enants tl:er~in, ®ntamed, ttHrt>'ifrties her-eto ttgtee •zw foilGWS:

AJ(TtCLE A. fN'fRODtJGTOit J P~OVISlONS •••

1. De.finitions- W-hen ·use<Hn this contr-a~t, .the f'OllQWmg: U1'.'ID$.sluµi hnv1; th~ meanings her-einafter' s,et fGirtbt · • • • · • . • • .• · · a) '')?i$.c.al ·b~~r11 slJ~U mellll ~aeh 12~mQt1th period d\it~g ~ term ~reof • ~m.nteneillg J_ul_y {ot one year.~ -- t~~n~ti.riKJune : 30 of the n~ s~ee~dlng yw; both dat~ fue1usj ve~ • • ••• •
b) "Ea.eh 1-~ontr1:.c.tor"., qr 1'0ther contra~w 1' ~ sh-ail roettn any entity, public -0"' private, contraciii1g with District (or a supply of tmated water. •
c) Ttie "A~t-" shall mean the Santa Clara V~llcy WDter Oistri~1 Adt ~ ­ amended.
d) "Boaron ahwl mean the Board of Directors of tt,e &nt~ C1lira Vall~y Water-Distrtet •.

2. Tenn of Contract
lCIC71 ..
a} This ·eontro.-et shall become effeet.i¥e o.n the -d'1te fir1;t ~bove w.riuen nf?d shaU retn-9.in in effect for a period of·yo Yf!'Uts or until ..,u to.6ns and an bo~, the pr(.)eetds of sttle of tlhich hev-e been used for Ul!" • -couiirtt•uot.ion of wat« treatin :&fit and -d#d;ribution f/lei ti'ti es ht1,re tx.-e-n retired. whjch~ver peri:Qd sha,ll be tonger, P,"'QVjded, hOW,:;;\'Ci', 'Uu1t in no ev-ent shalt the term of this ,..anuuet ·oe oe~mcd t<> extC'M be1°'2d the pt".ritld authorized by law~ • • •
1 ~~~~t\ftn~ .:: 't;. 4~\~-:Jt~~{~}.t •":: ,'__, ~- \ _. < .. ·-;;\!;· ~)~,r~~:;;Mf---;~~{:,~:i~ ,_: : :~ .. }-, 1~;-~ :·1 , --- ~,<'>\ ,~\~£ttJ::tf'·:~,i :f"! ::_._-~:;_~'"~:_~1--h\~J,_.:.~1;t.:, '-~rsi~;~;::t~·~ft'l~. . .
b) The ttrtm of tbi$.,act «tliY~ ~d i<;r an ~d$tiMal term o£ years upon. ~ch t~m; ~dj:onditfons s tmiy be' s:ut ftit•tll fl: Q wrltte:r fl!P'eement ·of ttt-e :~de$ i'iere~ C?-X~~ aHe!l.St ~tttn {1~} mMU1s prior w~xpiraticm,¢ tn~wms -~-¢il•~..d tn_the:[)te<:edhttc. ~~U1.1n ~ .- n • su~~'®m~titta-Dbe -,i;,, ·t~eeuw!, thiS' • Ct;;ntrnet. $!:tall a!}:~~t~JtS:jp~:(jt,d l~(\$8'.i<l Stibs~ ,tttt ~ .W!le$.S Qt l~t om~ ye111 ptliii tQ saf?'t~-nti®tion date C<ltm'aetot mrdl ~Uy DiStrlcttn wilt}'~ -~ ~ttn.ctc>1> dest-r~to ·extendJl'I~ t't'tm. hereof; i-n,;uctfQVclit1 ~ ;tn<,n s.hall. be- e.~~qed t~r an ~cfij9rtal ,eriQO'. (1( tiv¥ .Y~t$ ~61fttt~ ®V~Jiliiltt; ~pem:cn~.~ ~tf cms .httcln ~taj,r1,~~. . ... ••. . • • • , . ·_·· . 3~ .. su~c~r$ ~nd A~·•· ·~oj~t ~t~ FWtsiCA~ <.f die s~J~~-d~ s1cti6n 4 l~reof, this co11trtet a,NH:iitr~ ·Jel'llS, eovehafrts, agtJet:nianu ~ ~tUQnfl1~rein oii{y 4 PMti:on:of. $he -~b~gaiJ.'◊nlfQf .• tJ)is ·oonttset. Colltl"~tor $1),ail' rem~i:fli ~bUgat~ tfor therema{nd~r~ or in the ev~t'C~n~etoi; shall &el~tt'iins'Cet1 or 4to1wey any ~n '°l' parts or1t$:'.Watrir syst~m to iuty «itttyr p~i;?Uc w p!'iv~te,·.Cont~ett1r n1ny-as~ to 1'.he • ••• ptircl1Bser thereof ~ portfon of C<>µtt~vtn rigtt~ 'priYileges an~ obHga.tions rnti-e'ura:le· and, in the e-venl Qf any suchassfgam-ent Oontractot shallec tclievedo(sueh poJ>tion of sw,h gblifJaUpns <>f Co.,,tr~tpr 5'> .~_-· JTtMd Jt, fo;lk!y,r.i;ng ~µ~ll sale~. tr4risfe,-qr COP!ey,&Jt~, DfstficLsh~ll comraenee. !O funush t:t·cated<lt'~t,er to $11~-entity, or Dllltt"jet ~ a .·• con~ract wltbsu~il .enti~y e~ngpr:i!,>t 'to'suen Sll~, trtirlsr'er-0r eonveyattC{etner~es the · nmo-unt-o! treated watet 'deltver~ to s1,;1eh-~flttty .lti Qr4er ·!<... moot in part ,the • -·. • il!\c-re.a~d vtBter t.equir:etnetrt.s o.t •~ctf-iYitity r~iUtlPt from sueh sale; trOMte:r (}.r eon veyanet:!. • • • • • • • • ·. s. • ~\1just~ent .ofSeh~~ ;l~~cJ\~tes ~e?!}~Oilier. Water s~·viee to l>n>jeeted Se-rviee Ar~ta -1\111ere Cont1·acator has i,r~p.ared .f.1.1,(t $U~mitted a proposed water deliv<,ry sefi~?futEt tP ,Pistrlct for_~ ensulfirr tbree-y• p:erlQd. in ~ce~n(!e w.itt.t: /wti~e8 .bereo.f in l'.EWlOU.bl~ '.,mticipntton cf,anc:t r.eU~we ~pon projected .water s~rvioo t>y, C'Alltrtlct m' to its f.'!~tlng or futW.'tl <ri.Jst.omers 1i1hQ:'.~!1:ive or wou-ld-~1n1,,e service within a>sc1.ivlee areti whleh shat! b.e de:rined and ~y'be ru;1~nrJed i'rQm ttm~ to Um~ .l)y Contru.(?lor and nit.a'.ehed heretQ, ~ -- E~hi9tt Ii.; and tl~~:s.-¢:hedule .has ~ ttJWtovcd a.nd ms.de l:>inding upon cpntmctor in .n:ctPN1an~ with Artlcle .- 8 ,hercl)f, ~d 1¥ller¢, in lieu of contract«,:any og:.¢.1l~Y. pt,1pUc or . priv:.ue sf:ltdl t:llru-~ittei- Pf"Oltide tre4't-ed water .ser,viee fo a,,y zneh custom-e,rs und ··Ute i?~stooee ·of such eitC:t;o.:nstanee an4 :the Aeeet~sity oI Co.ntr.~to-;r to red~ce Us deHveey)sf~hedolc bi,i'r:rg sbQ,wt, to Di.:triet and nek,1owleagoo by O!str 'H .. '1. to be tacts (sl;lcl1 ucknuwl~gment to oo in no rose unrritl!KlfUlblJ w!lhbeld), tllctt CC!titractor'i ~atd dethr~y s~h.edul~ ~b~ at Us Qption h~ amendfJd p:Nroptly .in sue,h. maniler f.'IS. to r~dtiee Conttector•s schedUl«i iwit~ purchases from District trerounder by an ~mount fairly ®mm~urat-e w!~h such reduett9!) .of Ccmt-ractc!"s Mtictpated <>r pN:>jccled water ~e .. v;ee. • •
2 1 (iC31 Z
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An.net.£ B. w A'f'ER SEU VfCJ~ PilOVIStONS
l. -!Jt,J.tef DeUw~r'i Sch,,,.nd~~
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b)
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-.:~:;~:a:·:~~a~;r:~:4:.;a~~r;;~= -.
- thr~e--y~ar pene;d ~f~ Jt.tfy-1.-J ;Ugi t--oitojt~,,e_. .. ,_ ·_ -: ; ---••_._-- _ p~p~ed .liitl~iiv~h~~~t~ •s~rnltt~ <lii-f-;tl~~~~,~•
t1t:e Pt!i'l"dct .-.nd •hall :.J~~",,tbt!' s,~~~;s:-m"_ treat~ )Yat-110::~:?"d·f • i~=~.::~~:=nu.> . __ reqµes.t.an Jmo.unt or,-.t~· fQt)~l) f*ttr 'Wr.t~•~-~~• m tpml • and after .,00tmUltati.tm with. Conti:.i.\et~ Md Other ~ntri¢t~rs- • ·_- · _ , .. _ -reooivmg-"treated water''ffom ~~~~t, tllllllappr~y~ ·~~eh~~Ie 6r make s•lleh rerlueti(}M thereln ~ -~ cimsis-tent with Dis.trl~tts ab:iHi~ ~:rJr~~~~iiCi~{ •
every reasonable-etf'.ort io ~~~ :eo~h ~p~t)~ oeit,~rr ~d1Ue su1;>mitt~·oy·contr~eU)r-a~Othffl'~9m.r,aeton.. ~~P'.t.AA,prov~\1 -in Sqf:'s~cetii>n ,e of ttdi 'gec-tI pn, • Dh>trief ~rees ,tlutf it will ~~nwe 1( delivery se.'le&ile f()r saJd e.osrung'. s~hedul~;peg!~ij wlli~11 wttt~ >oo· less in total ~nount f<ll'- ~aehJ~ yenr--o.,f ~~,sntte<Jtd~ _p~ripd than 95 percent of the 11U:l.~:rrt~ fl;Elk?al y,s:ri~t forth in the tlt~~ ~l#r'l"eht - . • - sch'edu!t:t perl:od. _ , _ ~ ' • • -• : _ ·,· -· -- :_ ·- . :
c) Notwithstandh1g the Pf{>~$ltl~~fsu:bseeµtms ,ll nndb of thi~-~tw~. either Contrn~tor er Oisti'id IJ)ayreqq~t ttiat too mini.rn:wn:•iru)unt ot water for ea.et, fiseal y.~~ ~ ~ui• uu-,e-yenr 11ch~e -. • • perfoo be reduced to a l~er ~tllirtnlf:lf ,an~.unt thWJ pr~et.ibeid in _ - Subsecticns a mid ~ Upo.h writ,tei) 'tigre~nnmt by · t1Qih DJnt't;a~.or-and -Dis.trfot,. ~ed .cm .a :!l,howing of -~~or<iinary .~u•eurt1sW:ooasi tl1& clellvery sehedul~ l'!Ul1: :t1e:~~~1!~ at such l~ amount. . -· , . d) Tho approved d~ttvery ~b~le st~~.a be trtm ,1ni'tt~ to Contrne.for prior to December 31 of the YW in ~lileh the proposed .t:cliv,a-y schedttlc is ~1.lb.tnHt-ed. llle ,approved ddiv-m·y s'.?ttooute tor 'f''iieel • ytnrs Hl'lG~?'l Utrougt) l"~+-81 is St.'1 forth in Exhibt_l B1 .att,-cbed ·_ hereto and by this .reference made a part horeot. •
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w ~~i:,.;.~~~~r~~%t!r
. • Uus B¢~~<;J,l.<m ~~nd 9f ~tntetqr .:a:t rJtt~~ .ft:O\V. Yl 'lP.',,_ . . irlstMt~fleous ;tiutximu.R1 t'J~t r.ate ~¥aleilt to ;~ p~t bf tree th~(). ~t+~ifannual. ~lume '.$~~)l ()~ :the e{iptrJVfli}_";;i~u,;,~ ~~11u!e .e~p~ed u .• ;•iv.alent _'.l11M'QJ-1rl now ~te o-ve:rrtll~ '~-~tc~ fln . ••=1.:111: rat;<¼t,.nli\Y reQu~,mchrniw,t,Q.a.n'instsfl'tAneous :turiid~ -~.v tat(;J' !4~i~l;;,~:l:.t~~%:!·:::~:~:Jit::~t~1~ ¢. ~ -_ •
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~ntruc,tal' t:r;\ 1si9 .perc®t_. of_- Uie :then.outt~t' •n~uru·_v~'ne ortmit • Contran:tor ~.,;; ~11 t11e '.~V~ 'WlttPI' -d.e-liVtty sehecblla ~p~ess-ed f1S. tJJI 1.lqtdvnt~t -mW·. ,?)r~te '(W~ the full ~ear. Pistdet 'filigi:ve • . ¢9nt,fl(,ttor r~·nil~ pr~~ .notice :or any $U.® prop.~ u~t •of • • - m~xilmtl1l f:lo-w r:<ilte. • • • • •

3. DeUvery Stru<1tur~
J OC312
- • .

D) Watet deiiv~ tt> Contr6.ctt>~ pursw1nt to tbis ~racett ·~iilloe • pr(ivided !f(lJJi _ l)~b•.iet f . eilit~~ ttlro>~J~i t!eli Vft")1 ~~etUl'Q$ t<) . f;le loolit~ ~ .5:U~l?Oat~~ as may t,,e m-u,tmlly •~edupon. ·-$.i~. <1ei:,,:er:., $tntctlt(".('!$. mlall mi deaign~d a-r.rl ,®iutrue t ed or ·euUS® to be eom;tr~,ed by District. ~f½P'! bnl1 !>id •ts sbnll be s•~etJ.o f avorah!e r~view n.nd appNval by !:he C".,ontructor pr lot' tQ ,a,. v~rd of t ttt' ' rtrrtGvnr:e
-
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eomlruet.to&~~trcc ·t· for tl)e deliv~y. $1"\J~~r~ . f>istriel ~~ ~ y for th, ~t.af •th-0-land, ttt1tomp;tiu, :eonir~ ~Q(i-rep,;,rting JY$1~~ nOJ'.~le•.;wnett; ,~~ ~1utoft Yit~~ ~W,Jn ~-~ M 'aid strUC~S; •• ·~~~~iffi11!L¾ •• ~¾e
fie-SJftle ~town ·~ · ~1'1f r; att~ebe<Sh~•~t(i:'Jmdt,. •. tM$ ~'~{!r.~~f~t~,~1.~f: .... ·.~~ ~~tl 99:ti~~ttt,•
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·. 4;. • fylansurafll~l}t~:'W~ter zjeH~¢rrea·--·~J;l'j~t$'htajl _tn~$~~~ wnter • deµ.,~-red to. Oohti'l<C~~!:'. I {ind'•:,~ ::k~p· ,$:!t(l jn.£UH~i~ ffl!oe.tirat~ ~d: :e()fflpl-ete r,:eortjs · • thereof. f ~ :SU~U,p :r.pose, Qistr1~t Jbai~ lns~ ~r$te and J.t'li;µi1tain ilt nll 00.tivcry st.·oetur-es stJ<Ih m•.ttring c,le'ti~ {lnd e:guipment as. -~re lH.i-t,i$fll~J~ry ~; a.e¢~pt!iible to both pat·till:S. ·. . . . . . . . ·. . . . . .· . . . . . . . · · ' ~- .. ··•· : P,W!il;l!fl,rnen~ of :t)i;in~~ry Purh1~l M~tenn9~-P-~iodi.; J})~trJqt 11;H1 ~~~ an reasomhlc . eff9 1:tto:pr~vlt'.!~9~ntin~()US ~ 1·vic~ tfl ·eor.-tr~tw lm.t t111"Y-t~pi:H~!l£Uy.· .· dtsoontinue cir re.dubt-tJtte·o~U:v.ery '.Of ~cater fa boil~tor-t-0r t~,.pij:rp.hs~ of ~y investigatlon, l,tmi?9(!ii~jl~ m~int~ance, repair Ql't-~¢~mcnt ~tuiy (lf .l:he faciUiti~ • ne~,4ary for the 1'<tli ,,ery Q:t·t.:~~eJl rt.at.er t9 .Contract->r:. :Olsnict:Sl:iitllnctify .

Ccntrttetor ~-f~ · in• ad,;~~ ~s p_ossib,le t>f-ai,y. dfscnnti~an~ Of'~lietloo t,t!M ~~.· e$Umated • (luratkm <Jf ijur:ll 1~l1eatinnuan~e w ·reductloo~ lteoogiii~ t."IM Cqntmetcr • will -rely Oil Dit>lrI<:t:lQ£UrJtfi;et'l.1.i,pt~ <t,uverje$ ot~~t~Jlftrt'i-eµ!~ty d~ing ~ b.igh water· .etJ~ption:.mont~ 'ia~· $~~ . District ~es • t¢ .ffiie lm ,-~t eftw-~ throutJ)()Ut the term·-0f tflis<H>ntra~.t .. to :mttl<'e any· ff~ ('lisoontit~e¢or·re<hn;lion in. the ,~vecy of • water oo_fy :tludng t;trt ~Hod, t>fN;0v4mber through Nbttcb in _ilftJ fit,ctsfy~,u-. In the evelit of any dis-00ntit-ltlnnce 0ftf o.·. t-edtte<tip:n. ifl deliv~ of wate'i.'t {".;OAtraetof l'll~.Y elm~f to reooiv-e too am~t -ot-wa~ w~icl:\ otherwtse would l~\le Q~ deli~ tc tt ourit.g s.u(!:h pe,-iQd uti9er the~pp~¢d wat~~li\l~yschedule fQt.lh&t.1',iscaJ:~~iltoth(!F times durJttg such ye41•~ ®~stat¢ .. wl-th DJiti'i(tt's deli'!ery ability . ®:~tlg the then ®rrent d:eltvery s¢hooules of' ml Ott1«Co.titra.cwN<A • • • • • • • • • • • . . . .·· •. '••·: .,: . .
• . ~ .. • . s~mefi::'!t0!1,;?~ ~t!;vie~. Ueon De,~ ~¥,lt - ln the. e~ent of :tn~ do(uul t by Ccntt·•e.tor m fi~ ~1tf1Mlc>J at~y l'floooy tCQt(1red ·tc-be p~-d t".'l Dt:Jtt~,et here1.u1dm-, Oistriiet may, ~ .»c-~ less tl1011 tft!"ee n:tonttts• written notice to po~traetot-, ~pend deU:veril".s o! wat,e.r «ndet' this conttnct for S¢-lo~g .ru:· su<?h def~ult slla;U continue, provu.Jed, how<Ne.r, .that -dttt·i,ng such period Contractor $.hAH rem~•~ ohJtg~too to mak~ an pnftncilt.s required ttndet• this cQntract ttnd PfWidt'Cl, further, that ~ch deii-nqu.c:nt ttmount sh1HI aceruc Jttter.est nt the rate 'Of one-half of one percent ~ month oommer,cing- on th~ s
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dt'f! Gate of such deHnquerst ~mount nrw ccm-tfoui~ until t~ t.ht1'prb'i¢il?al atno:unt :;r ~:1~ cll•:ct•,ges and the inte,~-st thereioo ure pnid tn f~l.. 'ISU~li $USt>"',J1Si~ni>! ~ lh•ety t~<:m pul'Suant to tltls Sec1.Iv11 6 :mall not rleprive (,)tsi.rlct of or· 1h,'J'lt tif:ll 'M1nea,:; provide4 t>y .. fh:i\\i, contriOet or t>Y Jr.uv for too recovery'()t'money <:lw or ~icbnray f)ecol?ffl ~ ~act U,is COOtr'ifl~t. ft; the event or My ~namtt¢twteh 01~--,i~ :md l')i~tr'lei a •t(l·· tht: amour;t ot any ttin rern.'lcred to Corili-uewr t,y 'OJ.stri-0t, win'#' ~ie(¾ $haU :no;t t,e • disew1tinU:Sd if the ·disput~,J a171ount tn~cof .ts placed Oi'l.~-with !)~tr:i~t.. 'Sf.itti . . d"y0$jt $~ ·Mt pr~Ch)-de revi,.nv t«ld atlj~m¢nt ul jny watet tJJU fl:$ S¢tlort :hin Arttcl;-e C1 SeetiQn D, ~r~t. • • • • . . . . .
• 7, • • Wnt~r Qm,l&- fJistti'(el agrees that~• wat~rto bedelVeN:-!b,t~to · .. •.•·.•··· • Contrtwtot pu1•sut1rrt tt> tne t;ocmii: or tJus ~~r.1wt, wiff be m,r.e~ ,~ateble. j whol~~ .• pottml~ t~ hi:mlthf~.d t!tid that all $U¢h water will be pt ~qtin;lity toot. ttie JJpa,e lhaf . • beus.ed fer domestie puiyo.<;.e$ ntthepqfnt:5.()f .. deliv~'tbl!r~f:'to bt,~~et Mt~· .· fl.li'Uter treatment. IJl$tr,i,-.t.undet'Stands 'mai r-,nu-~ ts ,,~:{i.Ub.liR:.·ufttlJy (~fl\~ •·· . • water to if~ .eustom~ tor domestic put~ mt~ ;Jl(ft ~t(tt w :-~Jlt'li'\i~¢e ~yJ!',ltl-< .• .· .

C()n.t~-'¼~t~1' tff,r:eunde1· will t>ci d~~~l'~ tj' ,~~'it:lr'~ :,~~~~~ .~#"~t,,v~ ... •• that Jb sy.stem·~1.oe e<mSli'ua,~ and~~~ 'tbe;~ .. •• •· . _:-4~~&ijfde ., • • • . =~:=~~~~~-:J!w.~•:·i.e~~L •
. pij~uant tc this contr~ct shall ct>ntor~ ui:c:b:e:~fy :l'e.qtdr¢i:11ent$'$~ ~ tnt~-U1~. ¢'WTcnt pd,nui.ry and ;secondat•y s,:~n~ds f:~l' ~meffit watet~ity nnd nmiuJ~ , •. ••• retulatirimr ado?t~i!l by Hui CtiH!or~ Stat~ DC!\lllftm1¢f.lt !)iff~alUi, Sllould tl'le'.,Jieed . ~rise,. Dilitrkt s'ld Coi;tractor wm eoopetoat-e fully LA ~qj~tfq tbcir NIS~tive p~~ . t() t!w ~-!Xtmlt r~isc,o.abl:; predicable. and .prcviooo such adyu,t~,ts do ttot art~«t.~- Coritruet(S:rs, w aid the ('.('•ntractor in ®tt.i'o.i'.mlng-to sueh lai<J wittlbl the ContJ".a.¢ttirt:i;. • di.Str.ibutioo syst.em. • • • • • . .. . . • • • .· . . • • AR'i1CJ.,E C, . PAl'Ml~NT PUOYlSIONS
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1. The paymcnt1' to be made byCootra~tOf aridlta.nti Conti~~tor for deliv~r,· -of . treated water ,inu l)t? 11 pd,ec p~ m::re-foot bas~ uppn the pctdiug polie:,r t>dopt~-by 'the Board! ,.l:tted January a, 1971, as from tim!! tQ time amended,: llt"hi<m is se-t fotUdn: ••• • B:rMbit v, aHacht.~ hereto mid oy- this rafc,rm1<!c mad~ .n pa.rt hereof, and s,tmll be: the total oi the basle water l!lmrges and tr.P.ated·,,.a:ter. $W-.ebarg~ as detormm¢d by. U~ f).istricit Bo.urd for each peri~x:1 fQr whl9li & l'llt~ ~eh~®le is @Cf ~Uva • . . . . . •• . •. . .

2. · In determininf; the above clmi'ges, ~~ t;.,asi<: water charge sha.li be '6qtm! b ms.tric:l's grou1:td~11Ht~r ebf;u~ for wat-er other thu:o agfi.<Mtutal \'i-ltt~r {ss,i('j ""Ord$· .. · "ogrieulttital water" h~int defin-ed hi the At?t) in ~ne W-i~ whieb shatl be ~terntliled • annun.Uy by th<" flnard iii aeeqr<:ltinee with ·vie legal p,1-ovi$iorn. nnd reijUiN11nents of the Act; provided. ho~ev~r, thnt dt.tting <;:neb l'.Alt~ perlO<I tin~ !)ist;riet will cpnsidcr eij • anticiplltt,.>d cm,L~ for f'.JH!fl such rate ,period ttµ() will 011d~vot to ,es~hfl d\actng: t;t.1~ 'fi~t ycnr of $Uch rate period u i;;·oundwatcr charg-P; that is intended h') rem~Jn eos.stantf« the fuU rrlte oet·iod. . · •. . · . · • •
J. Dl:itricL shall ct1arge for . ~he de.th•ery oC tr-('.JltP.d water in .at,corrnme4! with d,e rute ~cheduk for water Jer\lice ·~ $U(!.h r,.te $clledtd12 is est.«t>iished t>y lhe 81~~l'd The Hoard of Directors sJmU NView snid.rnte sct>.edule very 11,re{" yel\l-,,; to dsitenniue whether the !ii'hedule is in 11ceordnneee \Vith toe m<a$t r~-cent antl nntiel pl'lte!J «>St~ ~oo 1·evenues of Dist ri ct. Acct,rdin-i,rl,t1 the B-01,rd SMU) ou Qr .Ji.bvut lhc $!'COM 'Tu~.sdft>' i n Mcrch 1 ~81, out i 1◊t la Hit t hirn J\pr-il l5) Ht81, es',t1 lilish 11 r~l.e srehtmulc for the ~1,te period comm-'mcing July l. 1981 tfu'Ou~h June :m. 1984., and shn ll folio" s,,id prr>ee<furt~ l f>CJ 1 ~
r()l" ettch. 1?0$llJtig tlti'~e-y~.u• period, Ea<!h mioo tate S4:!hedulJ: $btlll be ~Sf)OC'tiv.e jr; ¢~euon. but soon pil:'OVide [-or the f'CCCVCI'Y ·or e'lqlet'ldUures to~ re~vered bj the !Jdle wat~ char~ an<! the lr~fed w~tffl' sur~~ •$1ring' tne p:mit-d$aid rates eu·e.·h!t cUeet 4111~ ~»i sh<1mg~ oi r<t~e for $aid ~rli~ . tt,at m~ - ~~ be;m ~if!!\~ . dw'fng the p1eee6lng nte Pffl"i~ •. · -tt is:~ · th~t ·~ rate.s U; t;ie so· ~t-abJiiiL,s1 sJm.:U hol,ti:e Unfe&&~~l>t~ ffl' litJ•bltritryt zt.all ~~-.,pen 1•em..o~~ •Urfl't.t~ qt.~~ts $1'1 w~i~.-d~nv~i~ lritd ilba:Ull~ tne same !or~l()l" and Other COnkactors ~mJ.-.1,. • • cn~•~rs0!'1$1 ,~lie.« pN~11te~ w,raastnii~ted wnt.er ?wn_ Oistrict,. r~~~s ol · :t.be t:Oi~t~( ~f.tli,~ey of sµ¢lt Wlll~et' by ,Oi~ttfet; Dfstrhrt ~.t'ei .1.Q ·~ hs ~ t1f!1,,"1;s; . ~~~ tll~ t~m Gt ·t~ls ~~t.u-i ~~trr~m OtMr ~ntr,tet~, ~ ~ &t~ .~~~ t".l tC{...'?i'ciafl~ Wi~h $U~ · rate s~n~«-, the S.fipt'Ql}M:Jte ~.1J1lli\ or f ll(m~)f vn.ttio;ut .. dedu~tio:n or Mlset ~:ut<:tng w the ~p¢~iive ,am.oonis :or tre.at1:1d W$t~ @lhi'~ .b;; tiw ;!}tstr.i.<-tt~ . . . • •. ·• .· •. · . · . · •· .· • · .·· .• ... ·• • • • •• • ·. •. · · · • · · ··. . . , . . · •. ... . : . . . • . . . _. . • .
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·such dtUv~ln e>rcffl oi 911. 1ier<,'ttnt• flll• ~ d.:her year mi.l31. f~ a~' tU· a .«-e!Jct tlii~M~ ytt1rijJ:n Bl¢h rate f(W·uiul~ ~l<id b'f ~tncn ·cr.mh"'ll~tor ~ved ~ '. ·tnan •··~ ~¢ent .of the treated . Wl'!t-C?i'.M sJ~wra ·?fi• tMapp rb~d ·dtaUv~r-y ~i:lle, and tr Contriutt-hl-has paitft.l')U~tttlt to sueti ffi1r-lUal mlrumuin ~p, for water n<>t -deU~ei'ed ·.~ .it,CCQ;tt~tor SnaU ti,1ve the r.igb:t to. r~l've su~hunde.J!Y~~d i.vater without ~ddft.i~ payment diiting the Ntmtdndet of th~ then cun•e:nt t-af<? soh:e<Lile ~rled at times . when Dist.rict h~ the· • delivery <!apnbUity provided fut·th~r, no;vever, th~t: • • • aJ
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lf in iiny -O~J or $l'lf year during thee ~l'fil ntt'OO(. IJisuiet~ for alljf reason~ hteltldil)g' ~ueed deliv~~ pursooot ~ the provision$ i.>t Art.iefo O hereof, shall b.e uns~(a to t.le'U ver t1•e4t~ watet" to Contrnctor in M. f:tl'fiO:Wlt cqwu to l/!tO <>f th~ tteu CUrN!?'lf montf1ly sei1eduled amount nsifet forthin Artiele St Section lfo) as expr~sed 88 a uniform dailtvolum.~,the then n,irumurn ehu.rg~ fQft~ .• ~J.r . sholl bt based. upon ruf,am®nt ot water es e:ttlauta:ted· abQve f.n Seetmi 4 rerluooo bY M arnoont ~ to th~ roouetion ooqt1ired 'i:J'} D1$U-l~t for ea.ch daf 0- r-edueoode.U.Verjl'is requir~d. •••
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lf in fUlY day of :any year :during tlle term her(!Of Di:.trfot shaU .offe:r to deliver to, Co11tr.&f!t(tr ,1atet which shall fail to meet the qu£.Wty rc-qulrements S:etfol"t'" in Article Bt :Section 71 hereof., then Cimtrocto:r shall have· the tight to r?fusc to nccepl or· reduee . delivme, .of water from District until such Urtic U}; sucll waier slwU m~et SQid qw1Uty .r~QUktmel\ts. ln sl;!Ch <went Contractor shell £mi1iediat-0!y noU!y l)i$(rfot, Md confirm ir: wrmng within !fdl~ q.f the beginnirm-uf an:, su.c~ ~j.od. ln nny 1n.1eb re~f the twn mtnimtnn cJrn;·ge shall t;,e reduc~ ·oy on amount equal to Ute volumJJ <>f wat.er redUeed by the Contract 1>r vt:, to m1 .i:uiw m-t . ~sl to 1/30 of too ~ ~urrei.'i1 mon!Jdy scrre'd~ll'ld a~;,1J.nmt as set for th in Article e .• Section l(e), :ls ~Xi">f€~-,;e<l os ~ !mifo-rrn duily vohH? e for each tl..qy ttmt: water $e;!•~ice is s~> t'efus~ or ~t¾lut. ;-d by Um CQntraetor. Jf Ci,ntr"\etor at 7 J ·,
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;, ' ;,' ;ft7;1;Jff;i,~"/f,f. ~;ih~n-\1~\\$:~1'[ ,:~>11 • . i'"~f 1~¥;jf{f,l;;J,~t1'·i: .. ~: I :ii~~it~1 ~~~;;'¾~; ~~j :~~ti' ,l r't~~1(1ik~~~ ~·,~~\' :,,fo,,,!{ 1/J ~\ ~ ~t ,t~'\<'l';~, ' - • ~- C>~.Jtt: ~ .. !;!#. • ¥'.t ·w\~·-./;#.1--'-.£j'...)1,'f•~47t¼t~4(:::; i'..~:·.;4t~&.:.:?~,$<:,;,r~t• t~t.X.¼J'4$i'iJt",1:::;,J:¼lt:ijv1~':!ti·i~~r-~' t&~~~i}t \'.>s;·>,;~{~Y(:~ ... :~1+::\-l/¥~~~~·x,t,>•': ~:·• ~ 4' -. ::'.ti_. _, • ~ ~4~ -::,/,,/:i',-,, ~lJ.;,~ .- ..
any Ume, or from time tc, -UmEI dming the t~m ber«>f-; ~ld tvtv~ the ri~t t<nduse fo. ~¢c~t _ WJ!tgr .fj,em Dfstt"il'1 :by reG.sOR of . the _ toi·ego:ng proyis-ions of thf,11 ~eet ron 4b, bet ~~d ncv~1$ tail _ tq er.crciu -~h t•igh4sucJ1 :t~w-c ~ -tn ~ ·went_ tte· ~ed to waive or ti,~lt e~~ .or• t.ipt ·t,y Con~. ~~t ttB :-i. f forth by Ute foregoing F<!"Vl$Jtm!iof tht$ ~~n· (y Ce~tract-cir.:iball. no:foe,obli~t~ to9'Y t<ii'il,:Y wtt<ll' -nata•ee¢pt~t., n. I(:c,;1iti,,m (;6'Hai~ bi tl\)S SM~O\l 4 ~~11 ln riny way be d~futid to 1~1t - Co11tnu~ter'_s ;t1b}tftt.~• ~ ,a,, f~_~ll WA't_ .. -~JP,~d t,, It_. from __ _ JJiKttict'in ll:~1d~e wj&_tbe epp~Mc~ -l"ate ~ f~ t:r~m lime to ·ume in Distri~tts tb~t.ippli~ r..t.t~ scn~e~ - • • -. ·_ - . . . . . . . .

J( hi any yeiir <hzrlng --~ • :( .. '."-1 ~t, •the· BOOJ'd ~ Dit<tet~ "f • tlf~triet 6fwJ1 by ll l$0lutj.i;)n t,1~ fn - f!eet a· ~~f -. ft.du,t~~~ ~ram £4iif&s~~
•· _ - _ __ S:,• ,-~wl!}!:-f,.Djstt-!-<?t~l ~~!1'l1,ri.~J~a~~daru:ctw1th~t.md a~~J , - p.rapt{ce.1 (fl~tJhe,agS7ega~ or,~ re~~ •t®~lvei,~y lt ltl,,ey fm-ettl ~,-•_.-~, -•~ p~rwo, ,durlr,; trteJerm ll~1&Cfa}Jro.rn tbrf~~ . .6t. ~1:l.t~ -.~w to ~~etcir end Qthar Con,u-ne.to~, h)Jrotrt tne stJe ot row· water,,.-tJ!4~t;~ :aQ.UeeUon 4iii' the ~at-er ·· c~ i'ff~rid , to fa Artiele -i ~et"~, --nas ~t.!eri~ Distrifri costs ~~.$et _~. $µ,et.f y¢ar, or rl!lte period, Distr.Uitshtdl r-etmn~dl~~ a-nd t'fi!Stt,t(,t~ $ill~t for , purdmtS<?$' ef raw wat~, eons~.u«ion, rrtnii,ten~tie -t/1' oper~tion of ~Ung -Qt additiQf!A! fscUiti'E!$ for tbe imp¢ttntion~ conse.rvatjQJ), treatment or wholesa:ic diatdbuttoo or watier, -- redu:~e i4',_ ~l'redUled prt'i<!e ot tr~~ wttte:t 01t,s1!l)Ject to- the ·pr:ovisl~ns,ol the Act, re~.~ Aid grpundtyter :elu,lrf~ - It is t;t'dl?l"SlP~ tn~t Jlle¢ject. _in wrnp.utlr~ iatl?l$ Utltfor tMs co-ntr~et is t~ eov:er the ~~ -~ etoo to 'the lm,~mtfon, . C'QJ~B-1:icm; trentment or wn0'.1,~le distrU>ut!!'.:lnqf v,ater* • • • 6, Non--{;':o.nfrttc.f Water -- ~10 ter1n 11noh~11ttaf!t wnter'' refers tr> tredted watet< f0t,tnd,t<y"DistHct to be ~\1,dia'bt<tfor,i.icnver, to tne t-re&~ wttier ®ritfttclw::;_ifl ~t.tit!tJ-rt lo -t11e 1rehoouled ~mounts.•· • N~11--~1.1tfn~ watc-r-may be. ani.iab!t ool}•, 11t --wdl times ,tlnd $Ueh l,)l'lC-e$ ti$ dcterruiruw by tl1e l)ist:rl~ Ois:lriet will notit~ Ct>n~tor- in wr'i.ting tl):er@of. Pellverles ofni,,n~ntrAAt t Jer t~;> Contra~tcor wilt ~ ~¢ ~e.de aft~ Contraetor ha .. purellaSed 1 oo pereent Q:l t~ mQntbly sch~oo amount _tl! s,..t tQt~h ln A.r'tiel¢ :B, $¢<!tion 1{~).. Further~ at the end t>f ~1 !1$eli:l year an iidjti$1:D'l(!nt in bimng wiU be made ·and C-0ntroctor win l;)e required«> bilv~ pttid !or l&O {>-\"J'~ttt of the . . approved ~ti very 5Che4uled $1®htt less an, bt~ ~dJt.tstroc-.nts before th~ pu~ of no~nttaet wider i,; (.Uo,ve<t During' ~{)y pe.,r,i*d in -Whiell non-eontr4P,t water ilt uot availli!l'>le and contrsctot takes wat~r in ~CC$$ bf Jts ~heduled emou.11t. such w-tltet will l'li)t be r~;efa._,;tfi!lcd nntj wiU be ~1,ar:r,n'!d fer ct 1:he full oontraet prke, W,ater ttiktm in EiXC(!S~ of scbedul~4 ,Jil'IH11.mts durJn1f per:tods -~~-noll-t1'Qn-tract v.~kr is f!Qt a.vailabhr m&J be credited as n p~rt of Conttlu~tor.'S h\itlitnt ttrl ~Jl charge. 7,. aUHrigs - niUings shall t>,e, ln~de monthl-y M foJ'Jows: On en- about th~ fo·st of eac)i fnO!lth District win suod t.o-Cont:rae?for_a b:nt .eJ-l<ruloted in a~aa~ With the p1-ovi:;;ion~ of ArHole C hereof fot all tre~H.~ \Voter aeecptect by Contr~etor from District durin: the p.rec~~lng moritll. The fin-al ltiU for ~ch-fi scal year !,h~U iiwtv cle ~:; ~ st1rm.: d11~ far th mini1num churge r,iquirtl\d by Articli!! C, Sec-tion 4. hereof. msttit"t shnf\ m-ak~ 1 OC:J 12
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~~~ry ~tfqrt t!o). make i'F-'f Jircd m~tor rea<ffn~ Qn fhe .uu;t t:!ay ,of eaoi c-tii~ month, bl4t Pl$'trl<'!l ~ t1t t-.ntttle<i ~d m~ so.ch r~d~ .tbl'~C?: day$ · prior to Ute e!ose of eJ~Y stalemmr ~ .~ .· or ~'ittii1" nve ~~ &fttt aw be;lmtltlg qf'ru,;; oalenthir monOt. ·; · . . . • . ' .• .
•• ...... . •~ ·.•· ·: Tfme mid~M~m,rd,~ :ft~q,i~t .. ~li~C(i~ ,fltl:lt·~ ffl$tre.b1 con~wto tl~tiht Witlti~ t1i~~1ttrl.~Y8':ift~ offiloo bV l)t&tt ;hft Jn tita cw®t .. lm4 contra~ tn • =rr•~~-;i,#~~~ .
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. rero.tcttoii in®1iveri~~ll -.1'.?~#l~ .ne~. if '.th~ treat~~ water: te-quiircinew~ stt .. • :f~f:~li o~ t°' ~~v~ ..• Ji,1,e,:f; B~liduio -~t:¢<,ntr~Jc>r .l\hd. Qtl)er ~~a-et~r~ art ·tQ b~. •• tnaetr 0:i"'t,f¢t~.f~; ,bef'iife·.,edtt~itJJ[4~1lv«r!f.t.$. to ·~trae.t<ll' ~d t>,'ttt!lr Cqntrootcrs, · •• 2·•:··~t:,~~i,i:;\t~=i;rii,.t~tt:~~:•~1t!~~~~=:~.
the llV<tru,ge~ptt~ 't:eleas~ t)t' SU@ ~!arie-.dell ·V¢tJd, ~gr.,~ultum1w~t~ 4:Juririg t4e < • p. '~.···.·•·.·~~ng.:·. J ... w ::·.:~.··. Jisca. :··.1y·e.Ar· ... '.•·:.m.·•·. ltl.U~l~e.•.·:d .. 6y···· ... the. pe~eent~t~fJY .... w111~:01str.~ i' .•.·. ·.~1 . • ,._ • rneipt -~ \'lilt$' tram $bi~ lflld F:od~~l s~.es tor agri¢+tl:tttr~l'~1is.rueti :tiSC' as • • ·. defined I~·~ mate.•!.tnQ' ,.e~al ConttnmHs ~.ed~~Jn,$.ueh J~,ar ptirstutrrt to pr<>~~ C 6f ·Sald ~i>tr••f : , " > •, '. ·... . . . .. . . .. . . . ·. .. . . .. •. . .. · . . . .· .· .. . . . .· . .. . a. · .•• Jt ~y redt~Ja~p~Jn:de:U¥eries oftr&ated 1vater'$hali ~e ne~y : ·· .toUo~'iiig re4t,t~l'Q~~ ~nt•t'ed witter ~ant to tlte pl'()Visions oftfie r,re~ng .• ·soctirms t .~ ·J;J)$~}(!t :t't)ru.1 redue(1 ~liveries ot treated water.to· Contr.actor ·eil4·· Qther Corittaet~t'$ in ~ arfiQiint. wtiidl b~ars the same. pt(>pc-rt1-01r to !he toU1 ~J ~f ~ ~etiOXJ ~ffl~ tbo*dl~utifin(!tUd:ed m sudt t~ted water.·~ apP~ted ;e,uwry noll,edate t)~.rs t'O the t,ttn.o-r t~ am~ ,Jfl¢Iuded Hl the appro.v:MJ dallY~ SdiOOUfo ot coid:ra¢t<>t ~0Ul'1 ~~&c~·for :ttia(fis.em year, ~las ®t.fffll fnecl tiy lJistriet; p,-ovWed ti1~tlli'at,l'iC1 n1·~y A~iop: on eomc otner ·oos:is U $U\.'!h}s .r~red to meet ndmmttat d\lJ¥1tn~ tor idi:tm~ti¢ t~ly, f Ar~ prote..ctionr or sz.u1ltetlon dut-ing tac ;.>ear ..

Diitrl~t ~ .... hl liottfy C~tr-a-efor tri writing prom~Uy in tt,.e ~vent at'y such ~~tion Jn: ~h¥W'1.e, 'W :C~tr.e ¢tor .IilltJ 0\h~r Coutrlletor1ll s~lt\U be decided \lpQh an(! · coneUtt1entty or tho ~tt~t,ttd ·su.m •te<tuet«>,"'t and ot uny dian(~ in Contractor '$ :rtpprove:d delivet·y scbed,Ule~ ••
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• • • 4~ . . NQ1,,i~£e "" Al2 .not:te~ </J?' oUscr ~'ttitb1~ m lhis oo:itril.et. {Jrt)ttid~ . to •1,e giv.en or m~dr,or Rnt ~ or whicll rn.~y be giv"1l ot made or ~, by ei.thet party he1'eto .to the <>tner. $1111.U. be deemed to ti.ave h1:ten· ruf~v f 1<.·•:.li or 1n:l'ide <>r sent ~hen madeln w:-i'ti.r.g a.-w dep()$i~d i~ th<? V•nlted States m.an, r~fist~re~, or ti!t1if;wd* pc!$\age ~0f>&i", and . addi'es.s~d • toUi>'wsi • •
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s.an lc.&t, C~tifot1tlt1.. 9$118
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. ·s.ti,arl_ilb'lte;l~ the rem:tdnirig cov~ iin<f· ~eeril~nt~ anrl sha11Jn rio~is~ atteet tbe •. ,yru~tyof't~ c(intract~. • • • • •• •
co1t~eu!~@~=~~;!9!:;l0ft;l~~~~di3!:/:/~~ ~:;:::!t~!: ::~, wa'J . limiting or $plU:,ing th pro:~'is~ hereof.
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'I~· Oth.erCm,ti'tl\?fs·~ Dts:tri~.~mtoo.teacll CQntrnet·f()rt~~yof • . treatf:C•li~&tfl:f'~fteren~·intot;y rKstrlet mtl•~y·ooer Comra.~ -~ .~tlilil'l . P'f',c;vlsiom •~tmllyst:milffl tta' «~ her't-:in N¾f; :f&rtb anA soo{l'ri«. «mtM~ m'lj • provis«>m fir• a ml!J;ter.ial .h4tur-tf ~ faV(ltabl~ 'to ~ 9~ Conlr4tetor. than·tM . . Pn.>\1:sio-ns hfff!in ~licab1o ·Rf the ~:ntraet~r. • 11111
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IN Wl'J'.NESS WJf'".RUOP,. DJttri ct bns .c~used t.hi,; eonUact to be e~ted tfi t.he ClmJrman ut its BoMd or- !)I rectors aM -0aus0<1 tts -Oftieial Seal to be heteu li.o ttrf h ru1 Md ContNlctiJ;- h;llS C?iUSQO tb$ prcsettfli to be e~ecutoo otl 19 • by tts <My Mittlipri;.ed afti®•·~
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.EXHU3l'T

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