20070123Engineering Report Part I.pdf

i:) C \1 r: I
. .
\ t-
, .' '.
2001 J~N 19 Pii 4: 24
c" P. \ j'
. ;.',; ; ;~ \ \ .,
\ (., C V
' .' '\ .
,n .
, -""'
If :u.(c QJNr&(f))UTillT\Cj CO\",(\,j;:J0 '
ATTORNEYS AT LAW
Molly 0' Leary
Tel: [phone] Fax: [phone]
molly&Jri chardsonandoleary. com
O. Box 7218 Boise, ID 83707 - 515 N. 27th St. Boise, ID 83702
19 January 2007
Ms. Jean Jewell
Commission Secretary
Idaho Public Utilities Commission
POBox 83720
Boise ID 83720-0074
RE: Case No. EAG-05-02 / eAG'- w- D 7-0
Hand Delivered
Dear Ms. Jewell:
Pursuant to Commission Order Nos. 29840 and 30213 , Eagle Water
Company, Inc. ("Eagle Water") herewith submits its Final Preliminary
Engineering Report for the Commission s review.
Further pursuant to Commission Order No. 30213 , Eagle Water intends to
submit an application for a rate increase on or before March 2007
following Commission review of the enclosed report and further discussions
with Commission Staff.
, PLLC
TC. INC.
CONSULTING ENGINEERS, SURVEYORS, AND PLANNERS
707 N.27TH ST. BOISE, IDAHO 83702-3113 [phone] FAX [phone]
FAb
-w -05 -o~ '=-A G -lV-o ~ ~o
Ms. Tiffany Floyd. Regional Drinking Water Manager
Department of Environmental Quality
Boise Regional Office
1445 N. Orchard St.
Boise. ID 83706
19 January 2007
Project 05-840
Dear Ms. Floyd.
Transmitted herewith are three copies oithe final draft of the Preliminary
Engineering Report on the Eagle Water Company, Inc. water system as required
by 1076/16RO Consent Order.
We look forward to assisting you in any manner necessary during your
review of this report. Please contact us directly if you have any questions.
I'-"
-, =. .
:-:1
~i:
.-:, -,
\.D
"" -="
c~'-f".(r::
i"1
(")
;-rl
---;
....J
TC.,NC.
CONSULTING ENGINEERS, SURVEYORS, AND PLANNERS
707 N. 27TH ST. BOISE, IDAHO 83702-3113 [phone] FAX [phone]
Mr. Robert V. DeShazio, Jr.
Eagle Water Company, Inc.
O. Box 455
Eagle, ID 83616
Dear Mr. DeShazio,
January 19,2007
Project 05-840
Transmitted herewith is the final draft of the Preliminary Engineering Report
performed on the Eagle Water Company, Inc. water System.
We sincerely appreciate the opportunity to be of service to you on this project and
we look forward to continue to serve you..
------
ENGINEER'S CERTIFICATION AND DECLARATION
James M. Rees and Chet A. Hovey, hereby certify that they are Registered Professional Civil
Engineer in the state ofldaho. They declare that this Preliminary Engineering Report was
prepared under their direct supervision for Eagle Water Company, Inc., Ada County, Idaho.
rJIut A ~ bfv~
Chet A. Hovey, P. E.
Idaho Reg. 11861
11-
Acknowledgements
We wish to acknowledge the willing cooperation and assistance of the staff of Eagle
Water Company and the City of Eagle. Particularly we acknowledge the efforts of Mrs. Betty
Holt and Mrs. Toni Velie at Eagle Water Company in provide us with the meter records
necessary to perform the consumption analysis. Your patience and forbearance were exemplary.
We would also like to acknowledge the modeling efforts provided by Ward Engineering Group.
Thank You.
MTC, INC.
CONSULTING ENGINEERS, SURVEYORS, AND PLANNERS
707 N. 27TH ST. BOISE, IDAHO 83702-3113 [phone] FAX [phone]
Mr. Robert V. DeShazo, Jr.
Eagle Water Company, Inc.
O. Box 455
Eagle, ill 83616
19 January 2007
Project 05-840
Dear Mr. Deshazio
study:
In the following Executive Summary are the main findings and recommendations of this
Eagle Water Company serves 2924 residential accounts, 358 commercial accounts
and 112 landscape irrigation accounts.
Eagle Water Company s records for 2006 show an annual production of 815 mg/yr
resulting in the following rates:
. D.D. Max Day Demand
System Max Day Demand
Average Day System Demand
1.12 gpmID.
5.26 mg/d
23 mg/d
The breakdown by use is approximately as follows: Residential 75%, Commercial
11 %, and Landscape Irrigation 14%. These figures are based on annual averages and
will vary by season.
Population growth shows few signs of slowing down. Growth in the Eagle Water
Company s service area will be primarily by infill, densification, and/or service area
expanSIOn.
Water supply source is pumped groundwater from six wells (#1 , #2, #3 , #4, #6, and
#7).
6. Recommended system improvement are:
Description Cost Estimate
New Water Source - Well #7 (Constructed and Online) .............................................. $620,000
Well #7 Interconnect (Constructed and Online) ...........................................................$146 000
Upgrade Pump in the Main Booster Pump Station ......................................................... $29 360
Install PRSV on Floating Feather Road.......................................................................... $25 000
Upgrade Pump in Booster Pump Station #2 .........................,......................................... $30 500
New Water Source """"""""""""""""""""""""""""""""""""""""'""""""""""'" $785 000
Emergency Backup Power..........................................................,.......""""""""'" $ 160 000/site
Install SCADA/Telemetry System....................................$23 OOO/site plus"$25 OOO/master site
Recommended future system study elements are:
Provide ongoing system model maintenance
The recommended current system improvements based on 2006 price estimates is142000.
We sincerely appreciate the opportunity to be of service to you on this projectand we look forward to continuing to serve you.
Yours 1ruly,
EAr; -w-O6':Z/
l=--AG-cl7 -()
REPORT SUMMARY
Authorization
Pursuant to the contract agreement between the Engineers, MTC, Inc, (MTC) and Eagle
Water Company, Inc, (EWC or "the Company ), MTC , Inc, has performed this water distribution
system study on the Company s system.
Purpose, Need, and Plan of Study
The purpose of the investigation was 1) to identify current system pressure and supply
deficiencies, if any 2) to identify and analyze potential remedial actions , and 3) to generate a
model for the Company to use as tool in current and future planning, monitoring, and
management. The scope of the investigation was system-wide. At the current time, the Idaho
Department of Environmental Quality (IDEQ) has placed a development moratorium on the
Company s certified service area until potential remedial actions are identified,
The principle need for the study was to identify facility improvements , if any, needed to
eliminate low pressures.
The need for additional supply has long been recognized, In the early 1990', a well was
proposed near State Highway 55 (SH-55) and Hill Road , however, access was a major obstacle
and the well was never drilled, Well #4 was completed in 1992 near the South-central area of the
service area, Well #61 was completed in 1996 near the West end of the service area, A
connection was begun from Well #6 thence West on State Street and North on Ballantyne Road
to Country Side Subdivision. The plan was to continue North on Ballantine Road then East to the
existing Floating Feather mainline. The request for this as service area was denied by the IPUC
so the connection was never made. Another possible routing through the proposed Covenant Hill
Subdivision was also thwarted when the subdivision area was removed from the Company
service area by the IPUC and included in the service area of United Water-Idaho.
In the meantime, the City of Eagle has been in a significant growth pattern, Census and
population estimates, as obtained from the Idaho State Department of Commerce and labor and
other sources , are shown below:
Historical Population Data
1990 577
1995 777
2000 11 ,085
2004 176
The 2006 population estimate by the City of Eagle is 20 130,
1 There is no Well #5.
- 1 -
The demographics group of COMPASS of IDAHO , a regional planning agency, provided the
following population figures:
Population Projects
2005 124
2010 227
2015 854
2020 216
2025 785
2030 043
The chart below shows historical data in conjunction with growth projections for the City of Eagle.
City of Eagle Population
History and
35000
30000
!:: 25000
:g 20000
g, 15000
c.. 1 0000
5000
1990 2000 2010
Years
2020 2030
Portions of this growth were by annexation and were outside the Company s service area,
However, growth has occurred within the EWC service area as well through population growth
residential infilling, and an expanding commercial base as shown by the increase in the number
of residential and commercial accounts serviced. Further information about water accounts will be
provide later within this summary. The need for additional supply remains to this day.
EWC needs an updated master plan to keep pace with the growth in its service area and
to continue to provide cost effective , quality service to its customers. To that end, EWC is working
to stay ahead of the curve and anticipate domestic water supply needs and fire flow
requirements,
- 2-
The plan of study was to utilize computer based modeling software, calibrate the model
to available existing system data, and then test various scenarios in the model to see their impact
on the overall system s modeled operation. Based on system evaluations , system improvements
will be identified with a prioritization and cost estimate.
Generalized Description of the Existinq Conditions and Water System
The certified service area of EWC, Inc. lies in portions of Sections 2 , 3, 4, 8 , 9, 10, 11 , 14
, and 16, in T, 4N., R. 1 E., B,, City of Eagle, Ada County, Idaho, Physiographically it is on
the alluvial fan of Dry Creek together with portions of the adjacent Boise Front foothills and the
Boise River floodplain , all North of the North Channel of the Boise River between River Miles -42
and -46, Portions in the North and East lie on terraced alluvium left by the down cutting of the
Boise River. Topographically the majority of the service area lies West of the Boise Front foothills
between elevations 2650' and 2500 feet; the balance rises to the East to an elevation of 2800:1:
feet. The geology, as read in the well logs, is generally coarse sand to silts and clays, with minor
horizontal lenses of coarser grained materials from major storm events, as would be expected at
the mouth of a major drainage. The soils in the alluvial fan areas are in the Notus-Moulton-Falk
series while those on the foothills are in the Quincy-Lankbush-Brent series,2 With the exception of
Dry Creek, the surface hydrology has been significantly modified by over a century of agricultural
activity and by urban/suburban development. Groundwater is encountered between -2' and -40'
depending on proximity to the river; well depths vary from 230' to 466 feet; and drawdown varies
from 60' to 160 feet.
There are no known cultural resources, prime agricultural lands, or wetlands in the
service area. The Southern boundary of the service area is the North Channel of the Boise River
that is in the City of Eagle s designated Scenic Corridor. Most of the area is developed and in
general, the native fauna and flora have been supplanted by domestic pets, decorative plantings
and grasses.
One well is located planimetrically in the mapped fringe area of the Boise River
floodplain; however, it is elevated above the 100-year base flood elevation as required by the City
ordinance.
With an estimated 2006 population of 20 130, the City of Eagle covers about 17 square
miles. The Company s water distribution system lies generally within the City of Eagle and it's
area of impact. In 2006 , service was provided to 2924 residential accounts, 358 commercial
accounts , and 112 landscaping accounts,
The supply and distribution systems, owned and operated by the Company are the
subject of this study. Included are five wells (#1 , #2, #3, #4, #6, and #7) and associated pumping
stations, one water storage facility for well #2 booster pump station, two booster pump stations
2 Soil Survey of Ada County, Idaho; USDA Soil Conservation Service, 1977,
- 3 -
(main and well #2), and approximately 54 miles of waterline , with appurtenances, of which about
one mile (less than 2% of the overall system) is smaller than 6-inch. All these smaller lines serve
five or fewer customers and/or short cul-de-sacs, and all are without fire hydrants and flows are
acceptable, See Appendix A for system inventory,
The existing water supply is pumped groundwater from the deep aquifers under the Boise
River floodplain. All wells have been permitted by the Idaho Department of Water Resources and
logs are on file in their offices. See Appendix B for well, logs.
Water Quality/Security
The water quality is good and meets the public drinking water standards. In addition to
specific testing required by the IDEQ, EWC personnel perform wellhead tests monthly. There
have been no known problems with water quality,
All well/pump house facilities are securely locked, Each facility is inspected daily and the
pumping quantities and pressures are recorded,
Source Protection Plan
A Source Protection Plan is on file in the EWC office, Currently the system operator
monitors the provisions of the Source Protection Plan in operation of EWC's system. General
source protection practices include but are not limited to the following:1, Well houses shall not be used for storage of any chemicals.2. Well house access is limited to operating staff and persons they admit. No
person shall be admitted into a well house unless a member of the operating staff
is present.
Well sites are visited daily by maintenance personnel in the course of operation
and any potential source of contamination is immediately noted and removed.
According to the EWC personnel (Tom Gilbert), A Source Water Assessment Final
Report was prepared by DEQ that defined the potential for water contaminates,
A Brief System History
Eagle Ranch Water Company was formed in 1972 to serve Eagle Ranch Subdivision, In
1974, the Company applied to the Idaho Public Utilities Commission for a ruling to establish the
Eagle Ranch Water Company. In 1976, the Public Utilities Commission ruled on case No, U-
1116-1 Order No. 12621 to establish Eagle Ranch Water Company, At that time, there were 150
customers and Well No.1 was the only well in the system. As the customer base grew, Well No.
2 was drilled and integrated into the system, Eagle Hills subdivision water system was acquired
and it's well designated as Well #3, Due to problems of sand production , however, Well No, 3 is
generally used for backup,
- 4-
In the 1980', the company name was changed to Eagle Water Company, Inc (EWC),
Water meters were added in 1986 and the billing rate was changed from a flat rate basis to a
meter rate basis. Well No.4 was drilled and added to the system in 1992. With the expansion of
the City of Eagle , Well No, 6 was drilled in 1996 in order to:
) Serve the West side of the service area , and
) Provide additional supply for the system once this well was looped to the North and
connected to the existing EWC 12" mainline on Floating Feather Road, (This
connection has yet to be made.
The Floating Feather 12" mainline is a major line to the higher East end of the service
area.
WaterCAD~ Modelinq
As with any computer modeling, there are often differences between data from a model and the
actual workings of the system, We have compared the actual water system performance against
the model results and are satisfied with the correlation,
Current Modelinq Project
This modeling effort was begun in the Fall of 2005 utilizing Haestad
WaterCAD~ v7.0 software. The model required the following input for analysis:
i. Horizontal and vertical geometry
ii. Water source information
iii. Pumping information
iv. Consumption data
Methods
V. Performance criteria
i.) Horizontal and vertical qeometrv was obtained from EWC and MTC Engineers, Pipe
number and junction node numbers were then assigned to an AutoCAD(B) model. The model was
then imported as the background layer of the WaterCAD(B) model and used as the guide for
constructing the WaterCAD~ model. Node elevations were obtained from existing record
drawings and topographical mapping. System demands, water sources, and other controlling
hydraulic features were incorporated within the model. This established the base model.
ii.) Water source for the EWC system is groundwater pumped from six wells, Information
regarding the wells was obtained from the IDWR well logs , test pump records, EWC records , and
MTC Engineers' records, This information includes well stratigraphy, depth, diameter, casing,
screen placement, and pumping/drawdown data.
3 The service area has an elevation difference of -160 feet from its Western edge, West of Well
No, 6 (elevation 2560 feet), to the East end of Big Springs Boulevard (elevation 2720 feet), This
equates to a pressure difference of 70t psi.
- 5 -
From water consumption and production data, it was obvious that an additional water
source was required and new Well #7 was drilled and constructed. The new Well #7 is located in
the NE4 of the SW4 of Section 15, TAN" R.1 E., 8.M" Ada County, Idaho, Well #7 has just
recently been completed and put online during the course of completing this report, Well #7 was
originally tested at 1350 gpm with 130 feet of drawdown, This was because the driller and test
pumping company set the test pump at 160 feet. The production pump was installed at 200 feet.
The well was later test pumped with the production pump at 1800 gpm with a total drawdown of
190 feet. For modeling purposes , the maximum pumping rate was conservatively limited to 1600
gpm with a drawdown of 160 feet. It is anticipated that with additional testing and further
development of the well , the capacity of the well could be increased,
iii.) Pump information was obtained from the pump identification plates , manufacture
catalogues, well logs , test pump records, and EWC records, Pumping curves were either
obtained from the manufacture s pump performance curves or hand generated, Also provided by
EWC was information on the pump controller settings for the variable speed pumps (VSP) and
the fixed speed pumps with on/off pressure settings.
iv.Consumption data for commercial and residential customers were provide by EWC,
This data was used to assign proportional flows to each node within the model. A copy of this
data is included in Appendix C. In addition to this information, EWC provided the total annual
demand and the maximum day demand for the years 2003 through 2006,
System Demand
Year Annual Demand Maximum Day Maximum Day Demand
(gallons)(god)
2003 675 334 680 7/13/03 647 000
2004 689 607 640 8/16/04 763 000
2005 624 127 005 7/17/05 180 000
2006 815 222 000 8/27/06 261 000
Annual demand data can fluctuate from one year to the other due to weather variations
system improvements, and such things as a water service rate designed to encourage water
conservation in high demand seasons, Typical variations can happen as can be seen by the 2005
data,
The peak day demand is steadily increasing due the increase in water accounts served,
To determine the maximum day demand per account and determine if it is changing with time, the
maximum day demand was divided by the number accounts for the years 2003 through 2006,
The results are listed in the table below,
Year
System Demand
Maximum Day Demand Account Total
647 000 7452003
- 6 -
2004 763 000 888
2005 180 000 196
2006 261 000 261
The table shows a continual decrease with time for maximum day demand per account.
In projecting future demands on the water system , it was conservatively assumed that each water
account would have a maximum day demand of 1,12 gpm instead of following the downward
trend,
Each water account was considered a dwelling unit (D.
).
Using the
AutoCAD(8)/WaterCAD(8) model , each D,U. was assigned to a specific node and the maximum
day dem and was applied.
Calibration of the model was verified comparing modeling results with actual fire
hydrant flow test data. Fire hydrant flow testing was performed in August of 2006 at three
strategic locations within the system. The following table shows the results and indicates the
result from the 2006 Scenario, which does not include any of the approved developments.
Hydrant Flow Summary
location Corresponding Field Pressure at 1500 Model Pressure at
Junction gpm (psi)1500 gpm (psi)
HomeDepot 960
lakeland - Whitby 437
Edgewood &116
Clubhouse
A copy of the fire hydrant testing is located in Appendix D and modeling results for the
2006 Scenario is included in Appendix E, As can be seen in the Hydrant Flow Summary table
above, the results from the field hydrant testing indicate the fire flow availability in the model is
less than what was available in the field, This is expected because the model is using the
maximum day demand , which is likely higher than the actual demand on the system when the
hydrant testing was conducted, It is also evident in the results that the difference in pressure
from the model and actual field tests are not consistent. This can be explained due to the current
demand on the system and how it affects the production rates due to different pressures within
the system,
vi.) Performance criteria are listed in the general requirements fo~ all public water
systems found in the Idaho Rules for Public Drinking Water Systems (IRPDWS) and the
Recommended Standards for Water Works (RSWW), Additional information supplementing the
IRPDWS and RSWW were provided by Mr. Monty Marchus , P,E" IDEO-Boise Office, in his
Design File Notes (DFN) titled Pressure Requirements-Public Water Systems and Design Flows-
Public Water Systems, Additional correspondence with IDEO and an interpretation of rules is
included in Appendix F, Specific standards utilized in this modeling were pressure related rather
- 7 -
than demand related, For example , fire flow during the maximum day demand requires satisfying
the pressure standards of 20 psi residual and a system wide minimum of 20 psi. The system also
needs to meet the system wide operational pressure standards of 100 psi maximum and an
optimal minimum of 40 psi during normal operations.
WaterCAD(8) Modelinq Results
A computer model was setup to simulate the existing 2006 water system wi approved
developments, the 2010 water system, and the 2026 water system, Each of these scenarios was
run with well # 4 off and then well #6 off per the General Design Conditions (Section 501,17.a),
Because the water system is considered a pumping system and is not equipped with storage, the
system is required to meet fire flow conditions with the largest well out of service. Due to the
nature of the water system with multiple pressure zones, the system was modeled with the
largest well turned off in each pressure zone. Because Well #7 is a new well with new equipment
and soon with emergency backup power, Well #4 was selected to be turned off in the lowest
pressure zone. The modeling output for all scenarios is included in Appendix G. Figures of the
water system are shown in Appendix H, The Fire Marshal of Eagle Fire Department has informed
MTC that the minimum fire flow requirements for one and two family dwellings having area less
than 3 600 square feet shall be 1 000 gpm. Correspondence with the Fire Marshall is included
Appendix I. However, for insurance rate purposes only, the model was setup to determine which
fire hydrants do not have a 1 500 gpm fire flow while maintaining a minimum system pressure of
20 psi.
2006 Scenario w/ Approved Developments
The 2006 Scenario w/ Approved Developments includes the existing water system, Well
#7 and related infrastructure along with the IDEQ approved developments the new St. Lukes
Medical Center and Gladstone Subdivision,
The maximum day demand for 2006 without these approved developments is 3 653,
gpm. The maximum day demand flow was determined using actual 2006 data as discussed and
reviewed by IDEQ. The peak day demand was increase to 3801.28 gpm to account for the
additional consumptive use by the approved additions,
Two improvements were made over the existing water system condition for modeling
purposes. These improvements included replacement of a butterfly valve in Floating Feather
Road with a pressure reducing/sustaining valve and adding a pressure reducing/sustaining valve
to the Gladstone Subdivision. The addition of the pressure reducing/sustaining valve at
Gladstone Subdivision is a recommendation only, Under normal operation , the valve will be
completely open and would only be used to maintain the pressure in the middle pressure zone
under a major line break in the lower pressure zone,
- 8 -
A summary of the modeling result is shown in the table below with all the wells in
operation , then with Well #4 off, and then with Well #6 off.
2006 wI Approved Developments Modeling Results
Scenario Minimum Minimum # of # of Minimum # of
System Fire Flow Residential Residential Fire Flow Commercial
Working Within the Junctions Junctions Within the Junctions
Pressure Water Below Fire Below Water Below Fire
(psi)System for Flow Suggested System for Flow
Residential Requirement Insurance Commercial Requirement
Junctions 000 gpm)Minimum Junctions 500 gpm)
(gpm)500 (gpm)
gpm)
All 1501 2702
Improvements
Well 4 Off 806 101 1160
Well 6 Off 907 , J-186 1571
The results indicate the need for an additional water source or the increase in capacity
within the system, The main booster pump station is not equipped with enough capacity to utilize
the combined flow from Well #4 and Well #7.
2010 Scenario
Growth rates were estimated using the City of Eagle s population predictions and applied
to the EWC's water accounts. Currently, EWC has three types of water accounts; Residential
Commercial , and Agricultural. The following table lists the current water accounts and the
anticipated water accounts for 2010 and 2026.
Water Accounts Summary
Year Residential Commercial Agricultural Total Water
Accounts Accounts Accounts System Accounts
2006 wi Approved 924 358 112 394
Developments
2010 333 408 112 853
2026 603 530 112 245
As the table above indicates , it was assumed that growth will occur in Residential and
Commercial accounts only and Agricultural accounts would remain constant. This is because of
the policy of the City of Eagle that all new development must be equipped with a pressurized
secondary irrigation system from existing irrigation water rights,
A planning unit was assigned for both residential and commercial growth, The residential
planning unit for ultimate build-out was assumed at 2.25 D,s/acre, A total of 301.6 acres were
- 9-
identified for potential residential growth and using population projections a total of 409 residential
s were evenly distributed, The resulting density was 1.36 D,s/acre, which indicates build-
out would take place after the year 2010 , closer to 2014, using the City of Eagle s population
projects.
The commercial development planning unit can vary upon end use. For planning
purposes , a commercial development planning unit of 2.5 D.s/acre was used as ultimate build-
out. For the 2010 Scenario, an additional 50 commercial D.s was estimated above the 2006 wi
Approved Developments Scenario. Six commercial development parcels containing 162.2 acres
were identified in the 20-year development window excluded the St. Lukes Medical Center.
The model used a peak day demand of 4 241.44 gpm plus fire flow, System
modifications are shown on figures included in Appendix H. Modifications to the model from the
previous 2006 Scenario wi Approved Developments are listed separately below,
Upgrade Main Booster Pump Station Capacity - The model indicated modification to the
booster pumps in the Main Booster Pump Station is required, With the addition of Well
#7 and the proposed Well #8 discussed below, the Main Booster Pump Station capacity
must be increased to distribute the flow through the water system, As the modeling
results shown in the previous scenario, the water sources generate more flow than the
booster pump station can convey to the upper system.
Additional Water Source - Additional water supply was added to the middle pressure
zone and designated as Well #8. This additional source may be obtained by
improvements to existing water sources like Well #4, Well #3, andlor Well #7.
Upgrade Well #2 Booster Pump Station - The model indicated that modification to the
booster pumps in the Well #2 Booster Pump Station is required,
A summary of the modeling result is shown in the table below with all the wells in
operation , then with Well #4 off, and then with Well #6 off.
2010 Modeling Results
Scenario Minimum Minimum # of # of Minimum # of
System Fire Flow Residential Residential Fire Flow Commercial
Working Within the Junctions Junctions Within the Junctions
Pressure Water Below Fire Below Water Below Fire
(psi)System for Flow Suggested System for Flow
Residential Requirement Insurance Commercial Requirement
Junctions 000 gpm)Minimum Junctions 500 gpm)
(qpm)500 gpm)(gpm)
All 1501 3521
Improvements
Well 4 Off 1501 2382
Well 6 Off 1084 3122
- 10 -
In comparing the 2006 wi Approved Developments modeling results to the 2010 modeling results
a dramatic transformation can be seen, All residential junctions are above the 1500 gpm
insurance reduction requirement. The commercial fire flow availability at the junctions identified
below the 2500 gpm , when well #4 is off, is acceptable due to the type of structure and being
equipped with fire sprinklers,
2026 Scenario
As previously stated , growth rates for projections were estimated using the City of Eagle
population predictions and applied .to the EWC's water accounts, See the Water Accounts
Summary Table located in the 2010 Scenario write-up.
A planning unit was assigned for both residential and commercial growth. The residential
planning unit for ultimate build-out was assumed at 2,25 D,s/acre, A total of 301.6 acres were
identified for potential grow with an ultimate build-out of 679 residential D.s, Using the growth
projections, it is anticipated build-out would occur prior to 2026 and is estimated to occur in 2014,
For planning purposes , a commercial development planning unit of 2.5 D,s/acre was
used as ultimate build-out. For the 2026 Scenario, an additional 172 commercial D.s were
estimated above the 2006 wi Approved Development scenario. Six commercial development
parcels containing 162.2 acres were identified in the 20-year development window excluding the
St. Lukes Medical Center. The 2026 density is therefore 1,06 D.s/acre. Build-out is estimated
well beyond the 20-year projection.
The model used a peak day demand of 4 754.4 gpm plus fire flow. System modifications
are shown on figures included in Appendix H. Modifications to the model from the previous 2010
Scenario are listed separately below.
West Enchantment Street, West Cobblestone Way, and West Yellowstone Street
Interconnect - The capacity of Well #6 is not optimized throughout the water system due
to pressure restraints and head losses within the system. The original idea was to
interconnect Well #6 with the main trunk line in Floating Feather Road. Due to the
prevention of EWC service to the Covenant Hills Subdivision , the original idea is no
longer feasible leaving this the next preferred option. As development occurs, this
interconnect should be constructed as part of the infrastructure,
A summary of the modeling result is shown in the table below with all the wells in
operation , then with Well #4 off, and then with Well #6 off,
- 11 -
2026 Modeling Results
Scenario Minimum Minimum # of # of Minimum #of
System Fire Flow Residential Residential Fire Flow Commercial
Working Within the Junctions Junctions Within the Junctions
Pressure Water Below Fire Below Water Below Fire
(psi)System for Flow Suggested System for Flow
Residential Requirement Insurance Commercial Requirement
Junctions 000 gpm)Minimum Junctions 500 gpm)
(gpm)500 gpm)(gpm)
All 1501 3520
Improvements
Well 4 Off 1501 2429
Well 6 Off 1473 , J-186 3302
The improvements made for the 2010 model run had a dramatic impact on the
performance of the water system, The impact from the improvements can still be seen in 2026
scenario in which all the residential were above the local fire flow requirements, The commercial
fire flow availability at the junctions identified below the 2500 gpm , when well #4 is off, is
acceptable due to the type of structure and being equipped with fire sprinklers,
Recommendations
The model identified areas within the system that did not meet the suggested insurance
minimum of 1 500 gpm available fire flow but did meet the 1 000 gpm International Fire Code
requirements, The recommendations have been divided into planning and construction related
projects, A list of planning recommendations is as follows:
All new subdivisions, if possible, should be a looped system to ensure a minimum
available fire flow of 1 500 gpm.
Minimum 8" waterlines in residential areas and 12" waterlines in commercial
areas.
No booster pumps should be connected to the system unless they are owned and
operated by EWC and any currently unauthorized pumps should be removed,
Minimum service pressure for all future connections should not drop below 50 psi.
As development occurs around existing subdivisions , it should be required , if
possible, to connect to the existing subdivision and loop back into the water
system. Multiple existing subdivisions are being serviced from one feed line
limiting fire flow availability and a redundant water supply,
- 12-
All proposed developments should require a fee for a water model analysis prior
to approval. It is suggested that developers are required to submit electronic
copies of plans to be integrated into the water model for preliminary plat review.
The following list of recommended improvement projects and the construction priority has
been developed to increase the service pressure, available fire flow, and water supply within the
water system.
Date
(2006)
(2006)
(2007 -2008)
(2007)
(2008-2009)
(2008
Description Cost Estimate
New Water Source - Well #7 (Constructed and Online)..,.......,.,.............. $620 000
Construct new water source and associated piping with emergency backup
power supply.
Well #7 Interconnect (Constructed and Online) ....,............,......,.......,.,...., $146 000
Construct new transmission piping from Well #7 to existing piping along Eagle
Bypass,
Upgrade Pump in the Main Booster Pump Station ...................,......,......,.. $29 360
Evaluate the pump in the Main Booster Pump Station to determine if replacement
is required,
Install PRSV on Floating Feather Road ,...,............,..,..................,.,............ $25 000
Replace existing throttling valve with a pressure reducinglsustaining valve
station. In the water model, the upstream pressure setting was set at 72.5 psi
and downstream pressure remained around 55 psi.
Upgrade Pump in Booster Pump Station #2.............................,...,............, $30 500
Upgrade the pump in Booster Pump Station #2 to add additional head and
determine if replacement is required,
New Water Source ..............................,.........................,........,...,.,.,.......... $785 000
Contingent Drill and construct new water source or renovate existing water sources and
on Permitting) equip water source with emergency backup power supply and SCAD/Telemetry,
This item also includes associated piping ($35/ft at 1350 ft), PRSV ($50 000), and
land ($150 000).
(2008-2009)Emergency Backup Power.......................,...,..,..,..,....."......,....".,.......$160 000/site
- 13 -
(2009-2010)
Because the water system is feed with power from two separate electrical
distribution feeds coming from opposite directions, it is likely that should power
be lost it would only affect part of the water system, With this in mind , it is
suggested that a mobile generator be considered. The Main Booster Pump
Station and any future water sources should be equipped with a stationary
emergency backup power system and a mobile emergency backup power
system should be available for Well #4, and Well #6. Currently, Well #7 is
equipped with emergency backup power.
Install SCADAlTelemetry System ......,.....,..., $23 000/site plus $25 000/master site
It is recommended that all wells and booster pump stations should be controlled
through a SCADAlTelemetry System to increase reliability and efficiency of the
water system.
(As Developed) West Enchantment Street, West Cobblestone Way, and West Yellowstone Street
Interconnect ,......,.,........,....$301ft ~ 3 740 ft plus Bore & Jack $50 000, $162 200
Increase the capacity of fire flow near Well #6 when it is off line. It should be a
requirement of the developer of residential parcel #2 to make the looped
connection including the bore and jack under the canal. The cost should be split
with the developer.
(Evaluated)Water Storage ....'.............,....,..,......,......,............,.'......... $1 ,421 ,000 - $1 178 000
The concept of utilizing a tank for a supplemental source when one of the wells is
out of service was studied from several angles. The recommended storage
capacity of one million gallons was used for the study. To be effective the tank
must supply water to the highest service connection with the required working
pressure of 40 psi. This would require the minimum operating water level of the
tank to be around elevation 2840 feet. This requires the tank to be outside the
existing certificated area or to construct an elevated tank. There are few if any
locations available for the construction of an elevated tank. Two locations
outside the service area were evaluated for a tank location. See the attached
drawing for a vicinity map, One of the areas is near the Skateboard Park and the
other near the Northeast Corner of Sage Acres Subdivision both located on
County property. To fill either of the tanks, a tank booster pump station would be
required. The Skateboard Park location would require a pump station close
enough to the source of supply that a single pipe could be constructed for the
fill pipe. Pressure reducing valves would need to be installed on other lines in
- 14 -
$900 000
336 000
125 000
160 000
800 000
Sage Acres Sub, location
tank
piping
duplex pump station
with power
building
$900 000
168 000
125 000
000
Total 278,000
TANK No.
12"
PRU
three places. A location for the pump station could be a problem, An estimated
cost for the tank is $900 000. Piping would be another $336 000 to $168 000
depending on location. The tank booster pump station would be equipped with
duplex pumping and standby power for an estimated cost of $125 000, The
building would probably cost another $60 000. (The cost for the Sage Acres
location would be more than the Skateboard Park location,) The estimated total
for the foregoing is $1,421 000, On the other hand , a new well and pump with
backup power close to the existing 12" line is estimated less than $800 000. The
additional source is the preferred alternative because of economics and
additional benefits to the water system.
Capacity Evaluation
The capacity of the water system was evaluated for the 2006 Scenario wi Approved
Developments, 2010 Scenario , and the 2026 Scenario. Each of these evaluations is discussed
separately below. It is recommended that all proposed improvements be thoroughly investigated
through modeling prior to approval.
Current capacity of the existing 2006 Scenario wi Approved Developments is limited due
to the requirement of having one well out of service while meeting the maximum day flow plus fire
flow. However, additional capacity is available pending on location of proposed connection and
lor modifications to pumping capacity of existing sources, Currently, the pumping capacity of
Well #4 and Well #6 is limited due to the 100 psi maximum pressure requirement. By reducing
the pumping pressure in these wells, greater flow is available without maximizing the pressure or
the available water. Well #2 Booster Pump Station is limited due to the pump curves not
supplying enough pressure to over come the system working pressure. In addition to water
supply, upgrading the Main Booster Pump Station to increase the distribution capabilities within
the system will provide additional capacity. All of these options would provide time to investigate
if another well source is needed , what the minimum pump capacity should be, and allow time to
construct the source,
The 2010 Scenario , with the proposed improvements previously stated in the model
write-up, has surplus capacity for an estimated additional 444 residential connections and 148
commercial connections.
The 2026 Scenario, with the proposed improvements previously stated in the model
write-up, has surplus capacity for complete build-out for residential connections and the estimated
260 commercial connections.
Financial Plan
Included in Appendix J is a Financial Plan for the proposed improvements.
- 16 -
APPEND IX A
System Inventory
Appendix One
Eagle Water Company System Component Inventory
Water mains are made up of PVC, Asbestos Cement and Ductile Iron pipes
e Size Len Valves
872 feet
099 feet
856 feet 117
160,533 feet 452
12"74,694 feet 128
Total 284,054 feet or -54 Miles 712
Fire drants 327
Cleanouts 102
Appendix Two
Well/Pump Station and Booster Inventory
Well No.
Located East of Eagle Road and South of Ranch Road.
SW4, SW4, NW4, SEC9 T4N., R1E.
Well is at a depth of 328 feet.
Berkeley pump Mode18S4H-
Citler-Hammer control Panel
Hammer and Honeywell Pressuretrol
Model 80 No. 9Ll5BCCO08 Surge Capacitor
Static water level is at 38 feet.
560 G.M. Discharge at 62 Feet
No auxiliary Power
Well No.
Located on the South side of Ranch Drive and East of Cedar Street.
SE4, SW4. NW4, SEC9 T4N., R1E., BM
The well is at a depth of 192 Feet
One 90,000 Gallon concrete water reservoir on site.
25 HP U.S. Electric Booster Pump 2 Each
15 HP Pacific Booster Pump
20 HP Well Pump with General Electric control panel
Ruff water control system panel
Well Guard automatic Booster pump control panel
The static water level is at 50 feet
470 G.M. discharge at 133 Feet
Cat powered Auxiliary Power on this site
Well No.
Located West of Edgewood Lane on the North side of Eagle Hills golf course.
NW4,Se4, NE4 SEC 9 T4N., R1E., BM
The well is at a depth of 466 Feet
60 HP Burgess Pump
Delta DP3NF Pump Control
4000 Gal. steel water reservoir
Loval Model 4AG separator with controller
The static water level is at 68 Feet
600 G.M. discharge at 118 feet
Fine sand in this well and this well is not producing for the system.
Well No.
Located North of State Street and East of Edgewood Lane.
NE4, NW4, NW4, Sec15 T4N.,RIE., BM
The well is at a depth of 385 Feet
70 HP Fairbanks - Morse Pump
Rosco Moss type Vee Wire well screen
The static water level is at 2 Feet
3046 G.M. discharge at 145 Feet
No auxiliary power at this site
Well No.
Located South of State Street and East of Payette Way.
NW4, NW4, SW4, Sec8 T4N., RIE., BM
The well is at a depth of440 Feet
Layne pump Model HKl6L7100jDF
250 HP electric type RUA03AOI3RI44R-
Balder adjustable speed drive
The static water level is at 5 Feet
2600 G.M. discharge at 320 Feet
Well No.
Located South of State Street and West of State Highway 55.
NElj4, T4N, RIE, BM Eagle Idaho.
100' by 100' site with a 20' easement to State Street for access and water lines.
24" well with 16" casing with 50' of sand screen.
The well is at a depth of 400 Feet
This well will be connected to the system in the near future.
Booster Station between Settlers Canal and Horseshoe Bend Rd.
Paco Pump 60 HP VCT5000-AQUA Series AFD
1750 RPM 230 j 460 volt 3 Phase power
1400 G.
APPENDIX B
Well Logs
~~~I~i~~~frl~;'
~~;
i;t~"
, '
,' C
3"'1j'"..;,lflcl1eS" ,Jnches ,.'feet,fee1; '
,,"
i!.:
.-".':', ;" ,!."." '\",:";
,,r ;:1';'
. "
't~~cif:th~~i;
;f'g~;/;t~~"l;;~;1:tr '
'I'c
31,
~ j ,"'"' '
~i:'
it! .
,., .I i"'.
I '~J 1i5
---"-" "
;0 ,,--~ , C
" .
7'" /
"""\ \, ,, .-,;j,' .
f-)( /
,;:;:", ~~.; '
2::;,
' '\.....~ ", "
~ !J
, "
)lv\H:~Y(i~.Hd' '
""'"
II!
II!
(,)
U')
d ~
\. ~ \), .--\ \,....) \. /'....-'\ \ (""....
... r
\ \
t \/
/\. \.........:'!.,,:;~,=,~"'::'-'!==
(j)\'r
;~,(/)=='(~'
rf\
..r
p.....
16~S
\""
I~,j!
. -,"",,""""
r~'
)" ~"--'
c..o
""'"""'"::;
O'J
~~
8~ "'
~ '...". ~ ,,, ,, , ~~ "-
'\k ~
~~~
~ /9 ~
' "~ \ ... .\,
'J ~
~ \. ,/ "-"":\-------------,,----'
(5/
)/ \,
l;Q
\~\\ ~
\ : t'"\ \,
"""\~' )
..L
0 6'~:;: 0 ~0 ai ~
1.: ...QI 0
~ g g'
O! ....c: 0~ 0
a. co:
,;,....
,J,
')'
co:fJ)
....
, I-
fJ)
, a.c:
:;:
1ii
:r:
,.,
'fJ)
,.,.!!!
-ci
5 :;:~ a.
Z ~ ~:J ~ T'.0:: '" OJ
;;! 2 ;:;
1= iii ~
z'" :g- c:-
.. "'...
QI : ~
F li ;
"-/" .
If ;If:.;J..
, ,
I',) \r;
~E TVPE;;';RIH
~ ~
State c ' aho
":1BAL L POINT PEN Dapartrnet!t of Water Admlmstratlon
./
1)1
, 0
. .
. WELL DRILLER'S RE~ORT :, 1"j ~
\).
~Ia'., law,."""", 111" tin, repcn I"J hied with Ih. 0""0101 , O"parlllll,nt 01'11'01.' "d"'H"'tr.tI~'f~II"".10
\ J, ~
~:~~
di'
~~~:~"
~1
~"'".,""'""~. . '
/7~
;;
Flo...,"'~' ~,e" "jf.NO ,How
__,.,..... ."
\ I\,"!~r"'t;;J,...
--._,~..--.,
" T',m~"rar,"',
...,
O"allly..- ,,-._,
""
\ Artesr,:nc'""",J,np'."U'"
--,-..,.
~'r
-,~:.
~:."n'~~~~L
~ '~=-::=:":'==-~'':"'-'-
~On1rOIl.~j h'c, Valv'! () Cap (1 Plug
~15. 2, NA rURE OF WOFIK , 8, WELL, HST DATI,
:;t
~..-- -~
'lor :J ' --.t'( .. 0 I "--J! /Ii JJJ ,;....,/2.1l' New wel' "I Dwpenl,d ,Replacemenl ump , r Baller
' ,
he' ,(,"'1 P, Di",h"""G,M, i D,_Down Hour' Pump""
, ~::::"::~ ~~:. ~'=.,_- --... ~:~
~=~~~=~k=:~, '
I lJ
Dom..lie
hlunicipnj 0 IIIOOo'riol ~Stock 0 1'1001. 01"'0001 Dr
'5'..t.J ~ ~A',,#....~--.J I"mction
I 4, METHOD DRIf,.LED
IW Cable
\' 5. WELL CONSTRUCnON
Own.Ler of hole .t..:l... inches Total depth ;)"3_DJeet
Ca"ng schLodolo: qt 51001 O,!;oncmtoThickn." DID"'.'.' Fro..,
V,;oo.5.binches
._,
t::L..... ~nt;hOS
+~
1",,-
--
,nays indies _feetinches inches
,-
feetinches inches lootinches InchllS
- -
feet
',11.5 a packer Dr 58al used? Y!IS )'iJ! NoPerforated? 0 Yoo Jl No .
How per, ".ted? CFac\orv UKn;!. 0 Torch
Sizeotp(,n,.
'" ",
inCh"'bv_-. in""""'
,-- -
Num"", From To I
\ .".____
0""'1"1,",
, -,-
,,~,t feet
.,--,,-_..
perforelio, ,-
-'- "---
feet
~ ---,-----
perforations
-- ,
JOt ---leet
ell ",reen instailod? 9Jf Yes 0 No ----r
---
Manu'laclorer , name
~,-- -- '
-=-..1::-Tvpo
___--
7:I.."
-'-_. .-
-i-
0 i"",o 10' :11. Slot siz~ Set from ~eel to Lb.1--- 'aCt i---+.=-1Diameter,_. SIUlsize 5atfrorn
.j l
feel
f!~feet
Gra'/,!lpacl,.dl JfYO5 0 No Sizeof
~~_~_. --- "
Placed Iro"'
- -~~,,-
feBI to--+UlI--_.__. .et I ~ .."", m!h
.&..
Malorial .... in ...0' 0 COme"' qroul
Puddlin~ clay ,VItti eul1in~. ,,
' '
..=t
~=-~,,------_.,
_:$t. .-! 0 ~!IiI 0 T~
....,- """'"'" -
r..=I
O,",,~(H'. ,.
- .~
i~' !,iJCATlOf!j OF WeL.~ (' G ~.
" 10"
~O'k started 71#1.1- Shad f'::L,
...
d. If~., I
Sketch map ""'atiCl~ frll,st O9r.e with written 10Gution, ~-!/
Iui.-
~"~,~,"-~--
+"I
. LDt No,1--~k
County --1;Ld.
. .
- ~11'.~~c,.L... T.::I~L US" ADDITIONAL IIHI!if.TflII' NI!Cii I!8ARY FORWARD THE WHrn COpy TO TH!! DIi1.!'ARTMIF.NT
ImWJlitn1 rn.''Yfhor iw!ocify 1\'1'0)9, LiTHOLOGIC LOG
rc ROIO'"0 Other
M.,.Ii.1
0 Dug
..11iL1I,mt':'feetL, -
.,___
Ie.! --1
--,-
f..t lee, r-
=1-"-
~-
-tt-=-,i '
--i
II. !lI'IILLER6 tgJlflCATION "" /"'I /7"7
F;rm H4.""FInn
=::~~,
t::-r~
~~,,"~
,.._._,._-..__.~.. .._UU_'"".,w"..~..... . "h
"",,". ......'
r ".. ...... ......r.."..~_...
cf.
j;C-.";:,:
s;i;it~:
.,
, PEPARTMENT6FV;A~/;r~ESaQ;~CES:~;:%iiz:3'~~'7~Jt~:~ct1f':'
f't~J:~ c;~~~ ~i ~;~!;~;~~~E~~~~~
~g:~~~~.:~ ~~;;;~~.
~~~ i;~~~~~:"Jf,
r :i ~~~I~f:f~:t~':L :;ilimO '. -
. 7
i~:i~;t:f::!~~
~~;E: :~ii~~~!f~\
\::
Owner s P,fmi
~~tYi' : Controlled by: 0 Valve '" 0 cap"
$:;~:\~~;
;J;:~~~~'~~~~~~~~: &~#t:
lht"
~ ,~" :'
P;'I'I!:JaQdPn~9'i(q~~pribe methocj;orabilndoning) ,
" ',: ");,;;;~~;':::~~;;~'" "
" WE L\ T
:~~~~ ;:,::-
!:If\~ ~a:~\I~(
~~~;:; )""
DI",h'ljJa G,
600 i", D~awdiiwi1
~;~;~~i~~~~~~f;~~~
~; ~~~'
. ~f~~i~, I
;,j;J ,MuhicipaV'-QJ'iJndlJstri&I"fGl"~h';H:1c "
i:,Jj~:,
: :!':~;);~Vi'~:;:::'i::f(!
;"': '
::::~;~X~)~~~~t~~;~~~'
~~'
~:YLi:
~JZ~i~;i~
:~T
~:~
:~~r2tF ~~;i1,Z'p \6 6 '
%.,
"Ij Casing' schedule,
:..
!~teel"Coiicrete ,
. ' ' , ';, ;" '.',
Ij;,:f', Ti)
feet feet, feet feet
"'" ';' feet feet
" ,
PiaiJ,~ter..6Ta.SI~i:sfze2,)\Setfroni ,feet to' feet
jif~1j~
~~ ;~~;;
"sea!i~gprQ(iiidur~:used~
' '
, 0 Slurry pit, 0 Temporary slirface '
~/'
i~:"
~::"
'~i
~~;;::;/" .
"'II
, '
9X~~;;~~0r~;~~S~~!d~rth
6:"~O~A'TION
i~.:~;:V:;;'~\;:.
~;;;:" "
Sk.\1tcti map Ib~a!ipn :inust agree wii:~ wriitenl?cation:' "
' "
'I'I-'
':'""", ,
~;;i~~~;~~~:,Q',
;(:
woo,
,',," ", .. '.';' "~" "~j~:" :'
C' .r: 'i:',
...,::.
~, 'i;;, it'
. ,:" ;",;"
;:L.."
, ,.,,",._,
Eagl'i1 HnJ.~,
:",, .....':, "",--
" C ,
;:", .., ,:, ,;' ;, '," ,..," ''."""" ,,' , ~-' '- '..,, , .. .....:, - ,, ;, '--, '. ~", , '
:5
/~
i;;:"
:'
t;~J~
\i
:Yi ~~:~,i'
:.,r~/kJ;7;: ,
;;':(.:;
firm Name
!:'
~I!:''i:~~;';r':R . Ihuisperger \'Ien;~D Farn N()/-'92
"., ""'
!oR 118 Sub .
, ..,; ':"''::
" Add 6065 ' Oreana' Dr .
;,',:- "
ress
, ''" ,;' "
(?~~;~2B/18
."'0,.
Block No.
, ' . .
;i"
~~.\
~:;~i
~ ~
i;;,,
~.'
" , ".. '- "" . "'" m , -, ~1f,t,(!iJ~~gq,nJ.JIIi$/kjrl'~\ \4- 1\~'12- " ,,;~,:;,;-~~~~-
, Form 2 'I ; '. STATE OF IDAHO '
. '
USE TYPEWI:'!ITER
/92 ' DEPARTMENT OF WATER RES~URCE
~ ," ,
~:~LP 'NT PE~I~
. '. ,
WELL DRILLER'S REPORT ::
; ",: .
~iJz ::~'/:T.:i:"
. .
Slale law requIres Ihal Ihls report be flied wHh the Director
, Departmenl of Waler Resource,,! iS~~~;):1li,r\~:
, "
within 30 days afler Ihe completIon or abandonmenl of the welL
","~f' , "
.\" ";::"~' ,
1. WELL owri1-~:lLE ~JRTER CO. INC.
Name
Address ' P. U.BOX 445 EAGLE 83b
:!-.';!.:.
L (LDrilling Permit ,No.
Waler Right Permit No.63-1.1798
7. ::~::a~:V
:~el feet belo~ lan :~f
~~:~'
:~,~t,Flowing? 0 Yes 0 No , G.P.M. flowArtesian closed-in pressure i. : i.
..,,'.'.- . '. ,
Conlrolledby:, 0 Valve '0 Cap , 0 Plug'
;":'
' Temperature - oF, 'QualityDascnba artasianor tamparatura zonas balow.
2,' NATURE OF WORK 1\11:::\..) ~JELL
0 New well 0 Deepened 0 ReplacementWell diameter Increase Modlflcallon .0 Abandoned (describa abandonment or modirlcalion procedures
such as liners, screen, malerials, plug depths, etc. in lithologiclog, section 9,
, "" ., "'-"
J, PROPOSED USE YJ(.nEH 'lj'r 11:"":(1'
" - ..
B. WELL TEST DATA
0 Pump Bailer Air Other
DIscharge G.
"4,Pumping Leve'Hours Pumped
Domestic
0 Induslr!al
Olher
Irrigallon : 0 Monllor Slock 0 Waste Disposal or Injeg~9n_,(specify type)
9. LITHOLOGIC LOG
,Bore' De
Dlam. From
,:!.
. el
""~;\/ !:'. '
, :;" 0; ""
, ';'
4. METHOD DRILLED HEIJEf~S!7- rmTAHY" G Ro"tary 0 Air 0 Auger 0 Reverse rotary---- 0 Cable 0 Mud 0 Other
(backhoe, hydraulic, etc,
i/:,ier/a,
" '
Water
, '
' Yes '
, 35
TOPf:lO 1 L
SAND GRAVEL HOCK
FINE'TO CRSE SANDLITE BHN CLAy, '
,~."
FINE TO~'CR8E, SAND
;' '; ;~,,
BRN S?-1NDY CLAY, ":'~!~I';"
~; ,~,,",
1 E D-CR8Et Si=-1ND"
""':~,
d'l" '"X "3~ I ?-1
X "
5. WELL CONSTRUCTION ,SEE ATHH:I~ED"
::"~:,:""" ," ,;" '
Casing schedule: Steel 0 Concreie, 0 Other~'Thickness Dlemala' I:rom inches :------- inche
~, +
feet ieel ,-----"-- inches inches feel leetinches inches feel ~ feelWas casing drive shoe used? . 0 Yes 'i',." b No '
. ' ,(,';:"
Was a packer or sea, Used? ;,0 Yes :'~::;~1iJ No '
~:'\':' ,
Perforated? ' ,
- ~ :
' 0- Yes
:!:
~. 1iJ No ":~\-:/i~ ; 'How perforated? 0, Faclory ": 0 I(nlfe Torch :,'GunSize of perforalion?- Inche~ by ~ inches
' (;"~'
i:'
:;;j;:.- ,
NUm
:rroralio
:~/-;
I::
FrOm;'
;l'
~;.; "
)\tl~~;perforations
:"'"",..,
leel
" "":'
feet.~erforatlons feel IeetWell screen installed?
..
~ Yes ,, 0 No
::;;.-,
ManufacturerRnRr:nFMORR ,Type ,,' VEF: Top Packer or Headpipe
. '
Bottom of Tailpipe
:r;j'i'~;
~;~);!(:': '' ,, ,:" . :" :':: ',,
Diameter -,,---- Slot size Set from feel to
-""",,
feet.Diameler _Slol size set. from~feel to~feetaravel packed? Ell Yes 0 No ,Size of" gravel
" '
:~ I
:"'
Placedfrom 7,A~'i
' "
etI0 1HIiI feet
, "' "; ;,::,,:: , ,:('
Surface seal depthLaJ?Malerial used in seal:. 0, Cemen
grout' ~ Bentonite' 0, Puddling clay ,. 0 Sealing procedure Used:
, ;,- "
. 0 SIi.my"pii
.. ' ::. '" :;,;, ..
0 Temp, surface casing "
" '
gJ Overborel~ seal d~pili
::"
Methcd of Joining casing:
.' ,
; 0 Threaded D'. Welded"Solvent Weld
' , .: ,
y 0 Cemenied between srrala
' :':' ":"'!""
;Y,~lt,o,~
":,. "
~.;,h
' ". ':,:,
;~N~"
" ,," ',:.
-:'"w' "
~lll\
,,... ':", ,;~,. "\.,.. " ,:,;.
;~ ii,lj
" '"""""..,,, "'., ,
"i;
,"", .
'i;'
~ ..;, ,~~(",:."..'. ",'-
Lot No,Block No.
..', '"~,,
Describe access port
:=,;; '
S-t'(I:q:: "
:(:'" ,
~;rI(
~;~':;?!
t~~?J ~~~~f::,:r ini~111
:...
6. LOCATION OF WELL ,
,: ,
Sketch map location ' must agree with 'Written local loll,
Subdivision Name
' ,I,
" '
CountY -rmn
, Ad~ress cf Well Site EDGEWDLlD & I-H.) lflf
, ,' ,
. (give at least name o/ toad) '
' '
T.~ N LJors:'I4-1'J-1-i-'- '14 See,
~:
R, --l-E 'o orW d
'-.. ..
........-.
-d~/0.7 J)K)'::~0~'0 /~,
-.--- "'--'- "
t ':e:
)j ~,----=-='",,
, ~J"
, '
10/-\/-10 OEPAFlTMENT OF WATER RESOURCES
WELL DRILLER'S REPORT
Office Us,;; Of
Inspected by ---u_..------Twp- Rge --,- . S8C
1/4 1/4 1/'1
'"---,
S,.1R
Use Typewriter or EJ811point Pen
0 ..Long:
CJ Flowing Arlesian
1, DRiLLll'lC; PERMIT NO,63 - 94 W
()trlerIO\i"r'!:J,
.____
63-l21.J,,7
~, OWl,
;:,
latll", , .,-,i!J\UULWAJ:ER_CO_,lNL__-
':,~(;I",,::, ..., ..BOX_45J---___-
:;"1., ,L,U1':', -....,..., ,-----,_._,__SIClle ID_Zip_S361.6-
J, LOCr:TION OF WELL by legal description:
~:;"~IC:::I:' :.. ,L1C:ilIOfi rTlusj agree wilh wrillGnlocCiliorl,
j---
' I .J" N
-- '" .
~.., i.--:--- h'Jp-
__,-_._---.
NOIlh 1..1 or Soulll U
,;j
I B
- ~..
-,-u E Rye. _
.::_---
Easl ~,:J or wes
: .
See, .
~,_.._-, __._
I/(1 1/4 1/4
r--'--
~'-" "'-'
f'-- Gov ! Lol __- Cou ~iY:,ADA
"0:10'" 160'010'La!: Long:
Address 01 'Nell Site AJ'PRmCIAOO-1O1'A'i'E---
. ...
STIlEl:T-n----__--,---.----, CilY--EAGLE_-
",:"""
"""""""'""";r.O"""""':lnO,"'OIL",ut,,,;u,,
..,u Blk_
____,__
Sub, N8rT1e
,____------,--..
Y. USE:
, Uc)l1leslic
MUNIClPAL
::: Municipal
: Injection
'::'1 "-'Ionitor
~.:; OI~ler
CJ Irrigation
;. I,"lfl1al
5, TYPE OF WORK check alilliat apply NEW WE1~placelllent etc.
i(,
, ,
" Well :::: "-'Iodify =.! Abal1donmenl CJ Olher
0, DFiii...L rV1ETHOD RBVERBB ORCULA'110N, ' r-Iolary ': Cable :::~ "-'Iud Rolary ~~J Oiller
7. S EP,LlNc.:; PROCEDURES
SEI'L'~IL TEA PAC/( AMOIJN r METHOD-__,n, ..,--
-.-,
an!Socr.sor
---- ":~.::
- Poullds
Bl!NTOHn:IJ~ -Jd6- -J4Q-. -JOOOfI-. PQ(JFJID
I ,-llliInU!~JTI:!-- -23::1- 0- 7~QOH--, , :Jt.JRED--LFll,.1=01c-PAGY. 9 iT 6;J-iOOIt- YRE
/~s dll'"2 shoe used? :-' Y 0 /II SllOe lJeplh(s)
Was an. '2 slloe seal!esled? C;Y C:::N /-low?
d, CASI(\jG/LINER:
:;;""'""1' F,CI" To Gau"
I--
0- -
!(Y"Tm- 91~
.'olori,,1 COSlllg Lillel Woldod Thr.oded
STEEL 1,,::
ST1;1,EL
3 rEEL
Length 01 TailpipeLe/lg!/1 vi /-Ieadpipe
9. PE~~FORATIONS/SCF!EENS
~r:;r:1IiOI1S 'Melliod
___._,_._-,
80,,'"I1S Screen Type
~ '
lu SIo' Sile l-Io"'M( Ola"'OIOI "'a'e,i,,'
, -
265- '3"5- -30"1- TD'-- ,3'TEEL
\-.
29 r- .- 331 j 5
-- -
:m::I- TO'-- -S'r:E1~L-"
J6r' n -377
y---' -
jO:~- 1"0'--' :STEEL-'
C".,ng L,ne,
~:-J
~ ,
10, STATIC WATER LEVEL OF! ARTESIAN PfiESSURE:
..
II below ground
; '~"":
;! Pl1cnlflllprpr!
Artesian pressure _____IIJ,
It. Descrihp 8CCP.SS lIort or
11. WELL TESTS:
0 Pump 0 Bailer
Lal:
oAir
Yield gal.lrnill.Orawdown Pu",ping Lev.'Tulle
Waler Temp, (X1I.n Bolloll1 hole lemp, --.0
Water Quality lest or comments: -GOOD..cLEAR-----
Depth firs I Waler En'~(JurHered _
12. LITHOLOGIC LOG: (Describe repairs or abandonment) IVai'
80"
Die. From Remarks: Lilhology, Waler Quality & Temperature
:z&!. -0- -1-5- -MND
- -
1-'- 6- -ID.VHR..:R.C1CX..-8t-qUA.il.:rz.s.A.N--
-46- ----'8- -BRO-WN--C.A.Y-3i- I- -CO~,,-,...-
(1 -(17- -BROWN-Cl.A
- -
61- -+-i- -QUAR:rZ..-iANl)
- -
7-4- -86- -BRGWN---CbJ\Cl.
86- -98- -
;I, -B&G~
l-O$- -1-1-1- -:UR8E--&AND
H- o.J~ -BRG-WN--GbA-Y
1-'38.- -1-a9- GG\1R;88-iII:L\lYL.8AlID
1-39- ~ -BRGWU--G,i\Y-
-J
~ ;:-
GR:8B-8J\H.9-&--PBA-GIt,;W
160-- -! 63- -BR-9WN-GbA-Y-
163- 16-3- atBB-SAHEJ
ffi- -BR8W €hI\, Y1 -81- f-8N9-&-PBA-EJRA-VEb
I1jg- ~- -BR9WH-8hAY
19+- 439- ~HdH,gB-8A:Nbl.&-P:EA--eMVEL
- ~
-Q ~ Q- RG ,"\Ill' -GbA
--;- \H:2- -Q"~ --ffi8B-8N9-,OO;;;\VEb;~"f~-
~.I~- -;17\:)- -GR,!'IIH3.RN-~ME-PEA-.IJM.VBL---
,- 219- -Q1-5- -rn.gNmH-GQbG~Y----
~H-- -;11'6- jARp-GaaB-UlID
176- 8~-- , ~-I:.A-Y-BRE.Q
- m- -Q9!- ,-tJRBBH-,~-GlJ1..y..MQiE;J
~J- ~1- -GG~-
-- 331- ,--361- -~1 &-BRN-GbN(.
.....:.-.
61- "';1.1- -Gfb3B.-~WJtTb-mID
371- ,3'79- -BIU-t-GhA-Y-
319- -407- -~-8M0+
Completed Depth U-LTEE:r--__(Measura~ '
Dale: Stalled --AJ.19t96 Completed "j/:V9:6
_,0_-
---
13. DRILLER'S CERTIFICATION
I/We ceJ'lily that all minimum well construction standards were col11plied '.
IIle time Ihe riy was removed.
Firm i'!ame PETE (.'OPB ~ CO., INt."..Firm No,
;"" o,r;';"D"'2.:..3'::'aile!
/,
" ,
"""", ~""""""""'.:Gii1"~":J2,r;':j1ii;::s",;JiO"
!"'";:,::::'
';:;::'::':'c,
IDAHO DEPARTMEI\IT OF '/VATER RESOURCES
WELL DRILLER'S F1EPORT
Use Typewriter or Bullpoinl Pen
t~,~~~~~N ~ERMIT NO,
-=-==-=-===
1. W EST
8"'"
2. OWf\JER: Yioldg"i~ OlawdoV/n
Ni1rne
_____. ---- -
'\(/clr') 55 '--p
Cily__...._-
,-------------
SIOlte Zip
3. LOCA TION OF WELL by legal description:
Sketch rnClp 'ic,:nion 'lust agree wilh wriltel! local ion.
II -I---L-
-- ,-
Twp, North CJ or South nAge. EClst Ci or West 0
E Sec,
===-,
10;;;;-,114 -:;0,
;;;;;;-
1/4 liW-;,~.I/"
'------ -. --
Gov.'t Lot
---
County
-t_.. Lal: Long:
"'ddress 01 Well Site
_--____-
City
p- -;;::;:"-::"";~~:: :;"'"
01 ,n," . 01""", 10 Roo" .' Lo"",,,
;,"
Blk.
__,_,_
Sub, NaI1lG
____..-.---
,____n_- -
4, USE:
-' Donh'stic ', Municipal :; Ivlonilor
Theillli11 .J Injection CJ Other5, I PE OF WOR!\: check alilhal apply
Iew \:all ;~ Modily ~~j AbClndonrnenl
G. DRILL ,.IETHOO
: I-\ir R'~~lary ~.~ Cable
U Irrigation
(F1epIOlcernenl etc.
i':-j Olher_-
:= OtherU Mud Rolary
7. SEALII\IG PROCEDURES
ALFIUER PACK I\MOUNT METHOD
r'-
~;:"
"'1 From Socks or
Pounds
,.-- F1L'mR...J'. CX-----340--231---3 64-00 roURED
\"/ilS clli'J8 sJI'.Je used? '::; Y c: N Shoe DepIl1(s)
.'/ClS rJri'le stl1J8 sealleslecJ? ~jY ~~;N How?
---------
8. CASINc.~/LiNER:
n"lor
?~ -
.Q.~ MoieliDI10' 331 367 ,230 STF..EJ...
to" 37i- 250 STEEL
10' 403 -11 ,250 STEEL
Cosin9 Un"'Welded nuemJod
i:J
'-'
'""gth 01 Hradpipe Lenglh 01 Tailpipe
9. PERFORATIOI'4S/SCREENS
PeriorCllinllS
SCree!l"
~Jlelhod
Screen Type
Slot Sil,I'lumoor Olomo'o
; -;:;
OIOrl.1 1sln9
-:~~
~UJ- 0- ~TO'- 3T.EEL
:.._._
~~+: P
:======--
Liner
10. STATIC WATER LEVEL OR ARTESIAN PFjESSURE:
,..--___----
11 ~J!!IO'N ground Arlesian pressur e -.
_....,
Jll.
DGOll1 fIO','t ,,flcounlereu -
--,
'1. DescrilJe E1ccess port or
. ---,.-, ,,-- ,~~,
Office Use Oilly
Inspected by
Twp- Rge Sec
1/4 1/4 1/'1
LOll:
OAir
Long:
(J Flowing Artesian
Tim.Pumping Levol
Water Temp.
'NOlter Qualily lest or comments:
Bollom hole lemp.
Depth first Water Encountered
12, LITHOLOGIC LOG: (Describe repairs or abandonment) 'l/oler
Bale RemDrks: Lithology, Water Quality & TemperolureOiD,From
,..
4.UL.U6, ....BL nAY
1.16-~2:2--BRrumLa..A Y
.,j
~NnY RRN rT.
-_
..A25 ~1B..)::IInI n.
:-1..J21L A?Q rH:'1P. Q,UJI1
-"29-......A3.L 'lMinY rT.AY
43L -433,LUEHlR.EEN :'1ANn
--BL f--i
f-A3L1---t4Q -ELI IP.CT.
...
MO-f-----13Ll.lE......CLA Y
,--, ,
f--
1---'
.-,---
I---
1--
r----'f--
Cornpleled Depth (t\'le;:1sur?!Jlel
Dale: Started Completed
----.. ,
13. DRILLER'S CERTIFICATION
I/W~ cerlily that all minimum well construction standards were col11plied ',','11~1 ..
1I1e lime the rig was removed.
Firm ~,Iarne
_.___..- --,
Finn i'Jo,
_._
Finn Olficial Dale
and
SulJervisor or Operalor
_-------'...._-----
- Dale
.. ' ,...-.
IDAHO DEPARTMENT OF WATER RESOURCES
WELL DRILLER'S REPORT
12610
63-YY-1 U1 Y-UUU
63-12559
Form 238,
6/02
1. WELL TAG NO. D
DRILLING PERMIT NO,
Water Right or Injection Well No.
2. OWNER:
Name Eagle Watpr rn Tnr
Address PO jinx 455
City
((1g 1 e
3. LOCATION OF WELL by legal description:
You must provide address or Lot, Blk, Sub. or Directions to well.
Twp. North dX or South D
Rge. East O:X or West D
Sec. ~1/4 N4a.",1/4 ~1/4
Gov t Lot C'J ~"f,et\'
aae d;:j acresLat: Long:
Address of Well Site Hwy 55/ State St
(k!e 11 #11 we:;:t.of H'I.')'g:gtyI ,... "'" """"" - DiSIanco
Lt. Blk Sub. Name
State -tB- Zip 83 616
1500 SolJth
EaCJle
4. USE:
D Domestic
D Thermal
~~unicipal
D Injection
D Monitor
DOther
D Irrigation
5. TYPE OF WORK check all that apply
X~ New Well D Modify D Abandonment
(Replacement etc.
DOther
6. DRILL METHOD:
D Air Rotary d Cable D Mud Rotary DOther
)l::yl::J 31::
7. SEALING PROCEDURES
Was drive shoe used? D Y D N
Was drive shoe seal tested? D Y D N
8. CASING/LINER:
Diameter Casing Liner Welded Threaded
XJx X~
XJx X~~2' has ~.~iI~6Upl et 42' rlOll1ype LujJ. ::,wd~e fJdcker 4'6" long
9. PERFORATIONS/SCREENS PACKER TYPE 12" pipe with fig
Perforation Method
Screen Type & Method of Installation
From Sial Size Number Diameter ~alerial Casing
. '1. FILTER PACK
Placemenl Melhod
11. STATIC WATER LEVEL OR ARTESIAN PRESSURE:
-4J...tL below ground Artesian pressure _Ib,
Depth now encountered _11, Describe access port or control devices:
"'oAu"uO- ~_u-.. , ..",.,,~ "="
Boise, Idaho. (208) 322,0611 4f\
""'" ~- -
12. WELL TESTS:
Pump D Bailer
Office Use Only
Well 10 No.
Inspected by
Twp - Rge Sec
1/4 1/4 _1/4La!: Long:
DAir D Flowing Artesian
Yield gaL/min,Drawdown Pumping Level Time
Water Temp.
Water Qualify test or comments:
Bottom hole temp.
Depth first Water Encounter
13. LITHOLOGIC LOG: (Describe repairs or abandonment) Water
Bore
Dia. From Remarks: Lithology, Water Qualily & Temperature
x. '
Liner
3/5 LQ.e-
Completed Depth
, ._-___
(Measurable)
Date: Started'Completed
14. DRILLER'S CERTIFICATI
l!We certify that all minimum construc on s /1.complied with at the
time the rig was removed.
./ /'" """"~
Company Name St~e'J1-s/ & Son /"7~:~"
;--
Firm No, 153
" , , .
Principal Driller R
f" /fn :f'.~J
;':"~~/'
3/9/06and ~
Driller or Operator II
nnM~'M ,
APPENDIX C
Consumption Data
Typical Commercial ConsulnptionJDemand Data
Typical Commercial Consumption/Demand Data
01/10/2005 15: 27 9390257 EAGLE WATER CO INC PAGE 10
1))rF/;lfYY
CUstonllr
--,.
i'!!)
r - --
~..
610
8141
:2047
21M7
7930
7830
417
417
300
:too
4660
48ea
1188
1188
...
lid'.IIr11tM88
Academy Investors C/O Chris Pears
Toml Conswnplton:
1212004 10445 W. Sultana Lane
Acorn Floors 1212004 O. Box 127
Total Consumption:
Addie s Comer C/O Action Managem 1212004
Total Consumption:
O. Box 1177
Albertson s #182 1212004 250 Park Center Blvd.
To18 ConsUlllf)Cfon:
Albertson s #182 Comm Area 1212004 FI.O. Box 20
Total Consumption:
Albertson s Express #182
TolIl Conswnption:
1212004 O, Box 20
Alderwood Village HOA
Total Consumption:
1212004 O. Box 2193
1212004 150 E, Riverside Dr.
12/2004 7660 N. Horseshoe Bend Rd.
All American Dell
TOtal Consumption:
All Pet Complex
Tofat Consumption:
Around The Town Prop. Mgmt.
Tobil Con5UmPtion:
1 212004 O. Box 191006
Asin Homes 1212004 9601 W. State St, Ste. 203
Total Can~:
Bagma.k.Br
Total Consumption:
12120~1075 S. Ancon~ Avs. Ste. 100
Band, Jimmy & Marsha
Total Consumpdon:
1212004 209 S. Eagle Rd.
Bardenay Restaurant 1212004 O. Box 1558 23410
Tuesday, January 10, 2006 Pege1of14
01/10/2005 15: 27 9390257 EAGLE WATER CO INC PAGE
IIIIIIY.11nItA...
~~_.
ToIll ConsumpClon:8410
BB One Ino 1212004 250 S. Beechwood Suite 120 4160
BB One Inc 1212004 250 S. Beechwood Ste. 120 14870
ToCoII ConSl.M1lpOan:11030
Be One Inc.1212004 250 S. Beechwood Ste. 120 1620
Be One Inc.1212004 250 S. Beechwood #120 4780
Total Consumption:&UKI
Bento, Zen 1212004 103 N, 10th 449
Total Consumption:-Me
Berkshire HOA 1212004 O. Box 1262
Totlll Consumption:
Big Horn Common Area 12f.?OO4 O. Box 44859
1$1 Consumption;
Boise Pizza 1212004 2162 Broadway Ave.1147
Total ConsumprlOlt:1147
Brooks, James & Lonnie 1212004 28 Rlverview 613
Tetal ConsumptIOn;813
Butler, Mark 1212004 839 E. Winding Creek Dr. Ste 201 140
Tatal ConsUl1lfJllOn;14Q
Centaur Creative Media Inc,12/2004 449 S. Fitness PI.660
TotBt ConSumption:880
Chianis, John 1212004 300 W. Sutter Or.285
Total Consumption:286
Chicago Connection 12/2004 344 W. State 2737
Total Consumption:27~7
Choice One Community C/O Leanne 121.2004 104 E. Stonewater Ct.
Tot4I ConSURIpCion:
City of Eagle 1212004 O. Bo)( 1520 706
Total ConStlh1ption:708
Tuesday, Janus!)' 10, 2006 Page2of14
131/10/2005 15: 27 9390257 EAGLE WATER CO INC PAGE
MIldlY.IIr8IWIIr8I CIII
Club One Three 16 1212004 172 W. State Unit F
Total Consumption:iii
Cohiba Condo Association 1mO04 9601 W State, #203 570
Total Con~on:170
Custom Mortgage 1212004 460 S. Fitness PI.170
Total Con.st.Rllption:170
D. Dunlap Companies, Inc.1212004 16897 Algonquin St, Suite A 630
T/QI ConsumpIIOn:ISO
daVinci's of Eagle 1212004 O. Box 654 2406
Tolat Consumption:2406
Deeann 1212004 1336 E. State 677
TobIl Consumption:877
Dotty's Co LLC 1212004 O. Box 7067 480
Total Consumption:480
Doug s Burger Den 12/,2004 O. Box 605 10095
Tatal Consumption:100'5
~agle Academy 1212004 911 Meridl~n S1 33930
Totat ConSUltlflliDn:3U30
Eagle Counseling Center 1212004 942 E. Columbary Ct.
Total CansumpUon:
Eagle Development ~ WillC 1212004 PO Box 1277 2000
Total Consumption:2000
Eagle Family Medicine 1212004 197 W. State SI.150
Total CollSUO1ption:1150
Eagle Fire Station 12/2004 966 E, Iron Eagle Or.1830
Tota' ConslA'npaOn:1830
Eagle Forum LLC 1212004 O, Box 4067 2430
ToCal Consumption:2aG
Eagle Industrial CenterC/OThornton 1212004 250 S. 5th 2nd Floor 16463
Tuesday, January 10, 2006 Page 3 of 14
01/10/2606 15: 27 9390267 EAGLE WATER CO INC PAGE~..,-
ItrI8W*8 JI."
Total ConSlWllpllon:11483
Eagle Library 1212004 100 Stierman 460
Total ConctmpOon:480
Eagle Manor 1212004 276 Cedar Ridge 8410
Toql Con~lon:8410
Eagle Mini Storage 1212004 O. Box 545
Total Conswnption:
Eagle Pavilion CfO Pete Loya 12/2004 705 Chardie Rd,
Eagle Pavilion C/O Pete Loya 1212004 705 Chardie Rd 3350
Total Consumption:3310
Eagle Pediatrics, PA 1212004 125 N. Stierman Wy Suite A
Total Consumption:71)
Eagle Physical Therapy 1212004 457 S. Fitness
Total Consumption:
Eagle Plaza LLC 1212004 705 Chardle Rd.7920
Eagle Plaza LLC 1212004 705 Chardie Rd 9230
Total Consumption:17110
Eagle Post Office 1212004 141 N. Palmetto 470
T* Consumption:470
Eagle Professional Park 1212004 151 ~itierman 2323
Total Consumption:2323
Eagle Rib Shack 12/2004 O. Box 1756 1575
Total COI1sumpfio1':1571
Eagle River LLC 12/2004 3101 N. Central, Ste. 1390 240
Eagle River l.LC 1212004 3101 N. Central Ave. StB. 1390 860
Eagle Riv$r LLC 1212004 3101 N. Central Ste 1390 2499
Torll ConB~on::J'"
Eagle River, LLC 1212004 3101 N. Central Ave. Ste. 1390 21804
Totel Consumption:218M
Tuesday. January 10. 2006 Page4Of14
01/10/2006 15: 27 9390267 EAGLE WATER CO INC PAGE~,-
11rIItA--~u.
Eagle River, LLC-1212004 3101 N. Central Ave. 8te. 1390 462
Totitl ConsumptIOn:482
~a.gle Senior Village 12/2004 542 N. Eagle Rd.2420
Total ConllUfJlPtion;
Eagle Sewer District 1212004 44 N. Palmetto Ave.
Total ConlUllption:
Eagle United Methodist Church 1212004 651 N. Eagle Rd.1074
Toial ConlUlllJ)tion:1074
Eagle Veterinary Hospital 1212004 48 Palmetto 262
Toto!! ConsumptIOn:282
Eagle Village LLC 1212004 877 W. Main Ste. 700
Total Consumpllon:
Eagle Village, LLC 1212004 877 W. Main St., Suite 100 2900
Total Consumption:
Eagle Water Co., Inc.1212004 O. Box 455
Total CoJ1sumptiol!l:
EagleWing C/O Complete Prop. Mg 1212004 2090 S. Eagle Rd.
Total Consumption:
EdgewlJod Estates Comm Area #'ICI 12J2004 O. Box 502
Total Consumption:
Edgewood Estates Comm Area #2 C 1212004 O. Box 602
Tal.' Consunlfl8lon:
Edgewood Estates Comm Area #3 C 1212004 O. 80x 502
Total Consumption:
Edgewood Estates Comm Area #4 C 12l20O4 O. Box 502
Total Conaumption:
Elkridge f=)roperties, LLC 12/2004 O. 80x 298
Total Consumption:
Evan s Building Center 1212004 O. 80x 159 11eO
TUI!SdI5y, January 10. 2OOtI P~5of14
1211/10/21211216 15: 27 939121267 EAGLE WATER CO INC PAGE
NIIII
....,.
fJn
~..
Totll Consumption:1110
Farm City Animal Supply 12/2004 O. Box C
Total Consumption:
Findlay, Chris 12/2004 145 Hori:zon Dr.1215
Total Consumption:121&
First American Title Co.1212004 200 SW. Market St. Ste. 350 540
Total Consumption:s.o
Four Square Church 1212004 164 E. State St
Total ConsumptIOn:
Gayle s Loft of 8ooks, LLC 1212004 172 W. State Street Unit C
Total Consumption:
Gemsbok Condo Assoc.1212004 1121 E. State, Ste. 107 710
TohII Comlumplion:710
Gold Medallion 1212004 O. 80x 147 7555
Total Conlumpttan:7&&&
Golf Magic 1212004 2250 E.State St
Total Consumption:
Goodrich, Katrina 1212004 2283 N. Edgewood Rd.
Total Consumption::'2
Gothberg, Alei & Gal 1212004 1275 E. State 711
TGtIiI Cvnsumption:711
Guho. Mark 1212004 391 W. State St
Total Consumption:
Hallock" Jared 1212004 63 S. 2nd St.105
Talal Consumption:108
Heffner. Randy 1212004 8025 Randolph Dr.807
Totll Consumption:807
Hilton Gerden Inn 1212004 145 E. Riverside Dr.10494
Hilton Garden Inn 1212004 O. 80x 1327 15260
Tuesday. January 10, 2006 Pase8of14
01/10/2006 15: 27 9390267 EAGLE WATER CO INC PAGE
""Y.Itr8ItA88I
Total consUlnlllIon:21754
Home Depot Sore #1809 Facility IQ 12/2004 O. 80x2440 1380
Total Conwmption:1380
Home Depot Store #1809 Facility IQ 1212004 O. Box 2440 1149
Total Consumption:1148
Idaho Banking Co.1212004 402 S. Eaglt:l Rd.330
Tota.l Consumpllan:3:10
Idaho Children s Academy 12/2004 148 N. 2nd 5t.2455
Total Consumplon:mil
Idaho Veteran s Services ATTN: TAM 1212004 10101 N. Horseshoe Bend Rd.5250
Total ConsumptiGn:6210
Jensen, Dennis 1212004 5933 N. Cape Arago PI.1692
Total Consllmption:,..Z
Jensen, Dennil;l & Jeanie 1212004 5933 N. C~pe Arago PI.278
Totll Consumption:278
Jeremiah Properties 1212004 O. 80x 639 350
Total Con~on:380
Jim McCauley 1212004 1345 E. State 51.482
Total Consumpllon:482
Johnson, Rodney D.1212004 280 S. Academy Ave., Suite 110 230
Tot.' COIWumpt!on:
Judy Hannon 1212004 O, Box 1033 561
ToIa' Consumption:
Kerstein, Chester & JoAnn 1212004 2100 S. Artesian Rd.
Tolal Consumption:
Kings 1212004 300 W. State 368
Total Consumption:388
Lakeside Veterinary 1212004 O. 8ox 98
Tuesday. January 10, 2000 Page 7 of 14
01/1 0/2005 15: 27 '33'30257 EAGLE WATER CO INC PAGE-,..
IIrIItAMWI ",l1li
Total Consumption:
Les Schwab 1212004 1467 E. Iran Eagle Or.660
Total Consumption:580
Lighthouse Oemsl 1212004 1177 N. Eagle Rd,2600
ToCIII ColI$umpIIon:2800
Lively, Keith 1212004 257 E. state St.420
Total Consumption:.uo
McDonald'121:2004 2323 S. Vista Ave.. Suite 103 4250
Talal Consumption:42150
Mefford, Clifford 1212004 4511 N. Linda Vista 401
Total Consumption:401
Meridian School Ol$trict 1212004 911 Meridian St.1550
Meridian School District 1212004 911 Meridian St..3690
Total Con!Wlllflllon:52.tO
Meridian School District No. 2 121200.4 911 Meridiilln St.
rotat ConsumptIon:
Merkle, JamBS/Hutt. Donald 1212004 150 Aikens Suite A 143
Total ConsumptIon:143
Mlilcourt 1212004 125 N. Stierman Wy, Ste. A
Millcourt 12.12004 125 N. Stlerman Wy Ste. A
Total Consumption:
Moriarty, Cheryl 12J2004 2625 E. Piccadilly 664
Total ConsumptIOn:.84
M. Enterprises BidS #1 1mO04 391 W. State 81. Suite G 4590
Total Consumption:4UO
M. Enterprises Bldg 'In.1212004 391 W. State St. Suite G 3360
Total Consumption:3310
N. M. Enterprises Bldg #3 1212004 391 W. State St. Suite G 1320
Total ConsumptIon:1J20
Tu-.y, Januafy 10, 2000 Page 8 of 14
01/10/2005 15: 27 93913257 EAGLE WATER CO INC PAGE....,.
IIrIIWIfr8I l1li
Namer, Robert & S1ormy 1212004 95 S. Cooksom Ave.658
TDlal Consumption:1S158
NCOEl, LLC 1212004 467 S. Rivershore Ln,1860
Total Cc1I~:1880
New Horizon Child Care 12(2004 16355 36th Ave. No, Suite 700 1170
Total Consumption:1110
North Channel Chevron 1212004 503 So. Eagle Road 11200
Total Co~:11100
North Channel Professional Condo A 1212004 483 S. Rivershore 260
Total Consumption:280
OM Corp.1212004 518 E. State St 1685
Total Consumption:1181
Our Secret Cot1age 1212004 172 W. State Unit G
Total Consumption:. 17
Pacific Heights HOA 1212004 PO Box: 1573
Total ConsWY1ptlon:
Pearson, Chris 1212004 7:373 N. Dadgin Ave.108
Total Conswnpt1on:10B
Peggy Zurcher 1212004 O. Box 179 1453
Total COMIumption:1483
Peregrine Cove Apts. Bldg A 1212004 663 E. State St Apt. 102 1940
ToIiII Consumption:lINO
Peregrine Cove Apts. Bldg B & C 1212004 663 E. State St. Apt. 102 JUOO
Total Consumption:3100
Peregrine Cove Apts. Bldg D 12/2004 663 E. State St. Apt. 102 3950
Total Consumption:3950
Peregrine Cove Apts. Bldg E 1212004 663 E. State st. Apt. 1 2940
Total Consumption:28.-
Peregrine Cove Apts. Bldg F & G 1212004 ' 663 E. State st. Apt, 102 5220
Tue&day. January 10, 2006 ~9of14
01/10/2006 15: 27 '33'30267 EAGLE WATER CO INC PAGE 1 '3
IllIG'.
........
C...lJ"
Total Consumption:6220
Peregrine Cove Apts. Bldg H 1212004 663 E. State at. Apt. 102 3010
Total Consumption:3010
Peregrine Cove Apts. Bldg I 1212004 663 E. State St. ApI. 102 3570
Total ConsumpUon:3570
Peregrine Cove Apts. Bldg J 12/2004 663 E. State 81. Apt. 102 280
Total CDI1sumptlon:280
P8regrine Cove Apts. 8Jdg 1212004 663 E. State 8t. Apt. 102 1980
rolill Consumption:1180
Peregrine Cove Apts. Bldg L 1212004 663 E. State Sf. Apt. 102 2130
ToQl Consumption:2130
Petticoat Junction Owners Assoc. 1212004 271 Schmeizer Ln.751
TotIII Consumption:7&1
Pinewick Services 1212004 O. Box 669 695
Tobil CDI1sumption:881
Pioneer Federal Credit Union 1212004 250 W 3rd S.117
Totlll Cunsumption:117
Primary Health 1:212004 435 S. Eagle Rd.1060
Total Consumption:10tiO
Qwest - Idaho State Admin 300000 1212004 O. Box 182575 213
ToIiIl Consumption:213
Red Loeaf Neighborhood Assoc.1212004 O. Box 2205
Total Con5Ufl1ptiun:
Rembrandt's Cafre House 1212004 O. 8ox 639 2566
Total Consumption:2&88
Republic Storage of Idaho Comm Ar 1212004 210 Murray
Total Consumption:
Republic Storage of Idaho Office 1212004 210 Murray 514
TueGdi1y, Janullry 10. 2006 Page1Dof14
01/10/2006 15: 27 9390267 EAGLE WATER CO INC PAGE...,.
IInItMIrM dI.
Total ConSlll'llflllon:814
Research Source 1212004 531 S. Fitness PI.
Total Consumption:
Rick Markus 1212004 5030 N. Lena 38830
ToIIII Con5lumplion:38830
Riverside Management 1212004 6128 Fairview Ave. Suite 2A 6350
Total Consumption:83&0
Roberts, Larry 1212004 1315 N. McKinney 2~10
TobII Consumption:2:110
Rocky Mountain #22, LLC Attn: Lexie 12/2004 5744 N. Big Cedar
Totlll Consumption:
Rocky Mountain Fitness Center 12120Q.4 875 E. Plaza Or., Ste 101 14180
Toeal Consumption;1.180
Rocky Mtn. #19, LLC 1212004 5744 N. Big Cedar
Totill Consumption:
Rocky Mtn. #20, LLC 1212004 5744 N. Big Cedar
Total Con5lump6on:
RoCky Mtn. Pizza Hut 1212004 504 N. Phillipi 1459
Talal Consumption:1.0
Roddy Evans Construction 1212004 669 Spyglass
Total Consumpllon:
Rodgriguez, Armando 1212004 3549 Mira Pacific Dr.
Total Consumption:
Roger Family Trust 1212004 3905 Sandbar Ln.130
Total Consumption:130
Rolfe Development Co.12J2oo4 O. 80x 1183 862
Total Consumption:882
Roth Homes 1212004 O. Box 140577
Tuesday, January 10. 2006 Pgge11 af 14
01/10/2005 15: 27 '33'30257 EAGLE WATER CO INC PAGE
.u-t-I1r8ItAdIIr8 ru.m .118
Total Consumption:
Roy Coon Church of Christ Temple 1212004 3995 County Line Rd.267
Toral Conallmptlon:Z67
Schaal Inc. 1212004 316 E. Main 372
TolIIl Consumption:37i
Second Avenue, Inc.1212004 222 E. State, Ste. A
ToCaI COMumptiOn:
Senior Citizen 1212004 312 E. State St.1540
Total Con!lumption:1640
Seventh Oay Adventist Church 1212004 O. Box 186 1187
Total Consumption:1187
Sherwin Williams Eagle L018246824 1212004 O. 8ox 182344
TGtIII Conswnplion:
SHIP LLC 1212004 228 E. Plaza St. Ste, I 5940
Total Consumption:5NO
Siste~ Villa 1212004 540 N. Eagle Rd.9660
Tatal Consumption:9180
Smith's Chevron Station 1212004 503 S. Eagle Rd.
Tatal ConsUl'l1f)iton:
Stanley Ray 1212004 333 W. State St 199
TotBI Consum,Jtion:188
Stinker Station #39 1212004 O. Box 7627 7530
Total Consumption:1530
Story, Chuck 1212004 4565 W. Quail Ridge 211
Total Consumption:211
Streamside Mortgage 12/2004 244 S. Academy
Tot81 Consumption:
Studio C 1212004 500 S. Fitness PI.190
Tuesday, January 10, 2006 Page 12 of 14
01/10/2006 15: 27 9390267 EAGLE WATER CO INC PAGE....,.
IIrIIWINI CLI
Total Consumption:190
Subway 1212004 1404 N. Main, Ste. #120 1128
T_I Consumption:1121
Tates Rents 1212004 O. Box 7338 652
TGtIlI COI1sumptlon:1112
The Blue MooseJM~rcy Anderson 12f2004 79 Aikens 664
Total consumption:
The Land Group 1212004 462 E. Shore Dr,540
Toeal Consumption:MCI
The Sellin Advisor Group 1212004 1036 E. Iron Eagle Dr. Ste 100 280
Total Consumption:210
Tibbs, Brian 1212004 O, Box 984 2618
Tlllal CCHlsumption:261.
Todd Stewart Salon 12/2004 172 W. State Unit A 325
Total Consumption:3211
Tri-City Meets 1212004 1346 N. Hickory
Totill Consumption:
Triangle Trailer Ct.llnvestors Prop. M 1 212004 PO Box 140356 17500
Total Conll~ion:17800
DO--IT Car Wash 1212004 1510 E. State St 8570
r_1 COMumption:11&70
WA Mutual CIO ACIS 1212004 O. Box 2440 180
TDIaI Consumpllon:180
Wagers Partnership L TO Properties 1212004 4028 Del Monte Dr.233
Total Consumpt~;233
Washington Federal Savings #30 1212004 455 Pike St.140
TOtal consumption;140
Wells Fargo C/O FACILITY 10 . MS 1212004 O. Box 2440 190
Tuesday, January 10, 2006 Page 13 of 14
01/10/2006 15: 27 93913267 EAGLE WATER CO INC PAGE
IIIIID'-ItnItAM8 ta.
Total Cons""lan:180
Wendy 12/:2004 7609 W. Emerald 3030
Total CoMUll1ption:3030
Western Development Attn:ANNA 51 1212004 822 S. 10th Ave.1170
Togl Consumption:1170
Westmark. Credit Union/Accounting 1212004 O. eO)( ;2869
Totlll Consumption:
Westminster Homes. LLC 1212004 128 S. E~gle Rd.328
Total Consumption:32.
Wright BrolS,1212004 O. 80)( 637 210
Total Consumption:210
Wright, John 1212004 2372 E. State
Total Consumption:
Zach Eva.ns Construction 1212004 507 S. Fitness PI. Ste. 100
Total Consumption:
Zamzow's 1212004 1201 Franklin Blvd,2060
Tobil Consumption:2010
Grand Total 471437
Tuesday, JanUo1ry 10, 2006 Pag814of 14
Eagle Water Co. Records
Commercial Accounts
Water Demand Analysis Book 1
COMMERCIAL ACCOUNT Nov-Dec-Jan-Jun-Jul-Aug-
Node (cf/mo)(cf/mo)(cf/mo)(d/mo)(d/mo)(cf/mo)
3JC Land Company 404
Academy Investors 135 3796 2783 3885
Acorn Floors 295 5673 4068 13763 11881 9837
Addies Corner 294 58580 30650 57710
Albertson s #182 544 22490 15620 15620 13730 10140 14650
Albertson s #182 Common 544 45930 40440 51710
Albertson s Express #182 375 729 269 379 821 598 754
Alderwood Village HOA 197
All American Deli 444
All Pet Complex 592
AMI/Rick's River Comm. #1 176 12845
AMI/Rick's River Comm. #2 173 2132 3687 798
AMI/Rick's River Comm. #3 168
Around the Town Prop Mngmnt 2444 2384 1519 15305 5675
Ashley Manor 159
Asin Homes 524 80700 46660 90270
Bagmaker 621
Band, Jimmy & Marsha 369 6892 6800 6754
Bardenay Restaurant 443 429
BB One, Inc. #1 386 25880 17270 15000 38940 23280 36020
BB One, Inc. #2 386 18590 9130 8000 8420 7700 9770
Bento, Zen
Berkshire HOA 281 60770 75230 31140
Big Horn Common Area 200 38650 26260 28170
BMO Properties LLC 592
Boise Pizza
Brooks , James & Lonnie 179 7785 808 6996 6937 894
Butler, Mark 226 375 185 152
Centaur Creative Media Inc.395 1363 156 225 640
Chianis , John 381 323 269 309 1764 1788 2983
Chicago Connection 373 6929 3703 6999 2206 5697
Choice One Community 502 97760 53210 96040
City Hall 34678 32047 42707
City of Eagle 3405 482 358686 374176 566199
Clearwater Construction 110 670
Club One Three 16 157
Cohiba Condo Association 397 600 3670 140
Custom Mortgage 395 370 760 400 620 640
O. Dunlap Companies Inc.394 1080 2050 1730 1340 1780
Dave Evans Construction 464
de Vinci's of Eagle 5494 3200 5384 4040 6508
Deeann 223 1889 1290 1769 1265 1903
Dotty's Co. LLC 459
Doug s Burger Den 18013 10105 17585 12968 6077
E.S.460
Eagle Academy 135 19880 32360 126780 107840 100610
Eagle Counseling Center 135 128 5296 3163 7031
Eagle Development 368
Eagle Development - WLDC 593
Eagle Family Medicine 190 100 220 11140 7480 11380
David M. Collins, P.MTC Engineers Inc., Boise, Idaho January 2006 Page
Eagle Water Co. Records
Commercial Accounts
Water Demand Analysis Book 1
Great Sky #6 (Common)250 12236 7843 9288
Great Sky #9 (Common)345 4525 3083 4307
Great Sky #10 (Common)345 4731 4240 7967
Guho , Mark 163 21980 18860 25750
Hallock, Jared 371 3237 1966 1580 1012 1435
Heffner, Randy 911 491 7908 3947
Hilton Garden Inn 367 967 1786 6767
Home Depot Store #1809-605
Home Depot Store #1809-607
Home Federal 397
Idaho Athletic Club 486
Idaho Banking Co.375 1120 430 2420 1750 3190
Idaho Children s Academy 3043 2280 4982
Idaho Veteran s Services 660
Jackson s Food Store #57
Jayo Construction 505
Jensen , Dennis 543 4812 3251 28722 21963 22032
Jensen , Dennis & Jeanie 543 830 557 478 319 671
Jeremiah Properties 29135
Jim McCauley 271 449 890 446 425 734
Johnson, Rodney D.135 280 1640 4570 3120 4360
Joint School District #2 9078 4425 5455 46101 60579
Judy Harmon 543 1522 1103 1500 534 929
Kerstein , Chester & JoAnn 395
Kings 158 837 397 8804 4539 7688
Lakeside Veterinary 157 255 138 291 232 173
Larbon, LLC
Les Schwab 404 770 1240 1110 960 1100
Lighthouse Dental 1260 950 1630 52510 32360 36610
Lively, Keith
Maracaibo Property 470
McDonald'364 12470 10580 20120 21000 31060
Mefford , Clifford 140 934 535 668 401
Meridian School District 8640 3450 8920 47670 8240 11170
Meridian School District No.11619 34939 3677
Merkle, James/Hutt, Donald 366 199 239 1812 1353 3016
Millcourt 1680 5797 3294
Moffat & Moffat 131
Moriarty, Cheryl **523
Mountain West Clinical Trial 468
M. Enterprises Bldg. #1 160 2430 2450 4960 3590 2640 4300
M. Enterprises Bldg. #2 163 3490 2850 4110 4240 2580 11380
M. Enterprises Bldg. #3 163 1360 950 3320 2640 850 1400
Namer, Robert & Stormy **523
NCDB, LLC 384 1060 850 640 430 640
New Horizons Child Care 234 3920 2120 27270 19280 17640
North Channel Chevron 283 34490 24960 24120 15630 22440
North Channel Prof Condo 283 1000 700 700 520 700
OM Corp.22340 6220 17601 12003Our Secret Cottage 157
Pacific Heights HOA 400 45330 30060 46880Pearson, Chris 224
David M. Collins, P.MTC Engineers Inc., Boise, Idaho January 2006 Page 1
Eagle Water Co. Records
Commercial Accounts
Water Demand Analysis Book 1
Studio C 295 360 750 250 1090 140
Subway 14986 16840 6272 4402 6809
Tates Rents 1667 1038 2820 1720 3175
The Blue Moose 366 1789 1131 3211 3329 6372
The Land Group 453
The Sellin Advisor Group 402 280 520 900 310 400
Tibbs, Brian 366 2534 1267 2292 1597 2889
Todd Stewart Salon 157
Tri-City Meats 38500 29130 79830 70800 110020
Triangle Trailer Ct.752 30150 20330 89060 46160 80260
DO-IT Car Wash 225 16040 12380 14680 11270 14250
W A Mutual 279 310 240 19510 14290 22500
Wagers Partnership L 1430 616 226 646 772 803
Washington Fed. Savings #30 219 100 130 29610 29730 34680
Wells Fargo 384 440 240 38250 26270 40620
Wendy 449
Western Development 543 3620 2370 7500 1650 2750
Westmark Credit Union 476
Westminster Homes, LLC 364 746 515 525 485 644
Winding Creek BOA 549
Winding Creek HOA 549
W right Brothers 219 550 220 8740
Wright, John 219
Zach Evans Construction 395
Zamzow 378 4040 2150 58940 41930 67520
gpm/Acct.
David M. Collins, P.E.MTC Engineers Inc., Boise, Idaho January 2006 Page 1
Eagle Water Co. Records
Commercial Accounts
Water Demand Analysis Book 1
2180 2280 1460 3420 1860 1950 1830 2360 1980 3770
16597 35448 29367 17944
2210 4960 4280 670 1730 1410 2430 6300 6280 2920
4880 4240 1120 1 0930 14850 12930 3960 2650
118810 86700 42940
990 1510 810 630 1020 3155 1365 790 770
12958 14813 8508 18754 20764 24808 16483 25061 22222 23460
21470 29090 32890 45450 55286 38914 460 700 740 38150
7430 13650 4850 33470 64870 59840 8410 12760 10120 41090
2229 320 272 105 105 208
4410 6810 5010 32090 45010 49280 3350 5910 5460 39800
120 100 120 100
408 357 338 399 293 393 268 205
12190 21770 12931 82860 62140 76570 17150 20690 17080 47720
380 470 510 23370 19220 21040 470 810 680 8770
2792 3853 3859 5409 4695 4221 2323 3516 2009
,105 615 1136 3019 5197 3647 1575 1607 1385 5232
100 4026 180 260 320 760 3599 1420 1160 1150
190 10797 11144 14864 21804 17561 3893 18758
565 758 491 462 358 162 501
110 1800 1320 2000 2420 3170 2430 2830
4350 6250 5580 100 3250
1130 1830 1950 390 370 420 1074 650 1610 370
300 396 378 407 285 382 262 407 415 303
2640 3500 5260 210
37720 35170 31440 2900 3860 3950
531 1051 2524 1778 1174
25980 34770 22450 21360
17217 13478 17733 6589
11110 6930 7240 4960
19777 21596 21197
53920 46020 88430 45420
6631 7564 9954 4139
2844 2308 2692 2257
9780 2064 3668
161 128
360 430 530 1 0320 12480 22250 1160 350
4198
211 198 109 1483 1665 1644 1215 1895 1620 1746
740 810 690 11970 4730 10900 540 950 830 770
1470 1959 104 459 147
410 350 720 810 1000 710 1030 1070 970
1620
170 185 215 2336 1618 1717 7555 266 284 466
125 120 774 114
373
4886 5268 665 1 0395 15312 15862 711 1188 1242 5471
75200 92340 141640 61470
3878 4522 6201 2731
David M. Collins, P.MTC Engineers Inc., Boise, Idaho January 2006 Page 1
Eagle Water Co. Records
Commercial Accounts
Water Demand Analysis Book 1
2964 3535 2588 11010 7023 7652 1453 1794 1656 4398
2320 2700 1670 1850 2440 2670 1940 2900 2520 2550
6500 7120 4070 3270 3430 5130 3800 5950 4730 3830
5940 7410 5020 5310 3980 6060 3950 6210 5570 3360
800 4950 3040 4450 3150 4440 2940 4420 3760 3570
7160 6860 3360 6920 6580 7010 5220 7220 6560 5260
3910 3300 2460 3000 2880 4100 3010 4460 4990 3460
5430 6220 4100 3940 3380 4290 3570 5180 4590 3600
4490 4020 2820 2380 2070 2410 280 5690 3260 2820
1930 2500 1600 2410 1840 2540 1980 3100 2630 2610
2300 2400 1730 250 1280 2540 2130 3910 3980 3420
841 1634 751 611
23110 23360 12360 14510
507 338 3656 1291 1294 695 721 767 209
105 147 167 9195 9794 11098 117 168 150
620 1140 780 1260 1710 7940 1060 650 2100 2700
268 895 174 855 447 676 213 329 308 3657
3287 4917 4319 2775
2566 6354 6638
1371 1482 1829 17307
463 517 346 731 692 1108 514 756 374 576
253 5979 217
28720 35770 44150 36830 60940 63870 42270
130 1800
118860 59880 110700 6350 34890
3210 5200 3200 6380 6711 6369 2310 3950 3340 4790
104 818
2674
990
18020 22370 15210 17510 13400 15890 14180 21730 23210
1112 9871 6234 7071 10136 10120 1459 6328 8100 7563
6233 4660 5754 2734
19560 31650 36920 280
120 300 240 660 1510 2600 130 200 170 2190
967 1137 1701 3829 5547 5992 862 1295 763
7320
8272
6283 6404 5375 267 403 346 5021
1890
519 788 698 5182 3207 6661 372 524 1027 1030
170 140 150
530 790 620 23030 39670 33350 15440 2210 800 10220
4146 4199 1085 947 881 1283 1187 1375 1594 587
3590 4840 6100 110 150 3120
5780 6830 4600 9640 9470 12020 5940 8940 6900 9800
1169 1860 1070 88700 100640 113980 9660 12870 10930 51690
9325
185 116 10853 6092 4488 199 282 270 1412
16539 24620 9040 19790 18760 39120 7530 12680 11290 19450
218 261 220 1090 984 1148 211 306 319 950
5459 5776 7380 110 1236
8915 9879 8393
David M. Collins, P.MTC Engineers Inc., Boise, Idaho January 2006 Page 1
Eagle Water Co. Records
Commercial Accounts
Water Demand Analysis Book 1
Jul-Aug-Nov-Dec-Jan-Jun-Jul-Aug-
(dIme)(cf/mo)(gpm)(gpm)(gpm)(gpm)(gpm)(gpm)
300 0001703
8479 0001703 6465818 0.4740351 6617414
12827 11432 0001703 9662957 6929122 3442848 0237192 6755598
7579 13950 0001703 978072 2206881 8298828
26060 0001703 8307757 6605921 6605921 3386639 7271705 2.4953697
97960 0001703 8233671 8882423 8078884
1195 0001703 1241723 0458194 064556 1398429 1018588 1284306
119170 31130 0001703
18560 0001703
4780 5220 0001703
29662 26031 0001703 1879197
839 1158 0001703 3631487 6280156 1359253
0001703 0006813 001022
0001703 0.4162924 0.4060724 2587349 6069374 9666364
0001703
73580 56320 0001703 13.745825 9477098 15.375906
1270 1200 0001703
12386 0001703 0083463 0069836 1 .1739309 1 .1582603 1 .150425
70260 0001703 0730726
71020 30000 0001703 4.4082025 9416405 554986 6327437 9653383 135373
12990 10000 0001703 1664793 5551348 1 .3626592 1.4341988 3115595 6641475
4766 0001703
35070 26570 0001703 10.3511 12.814106 3041509
32210 31270 0001703 0001703 5833473 4.4729288 7982637
3400 0001703
15844 0001703
11011 16117 0001703 1 .3260377 1376286 1916455 1 .1815959 1522772
757 0001703 0384951 0638747 0315115 006643 0258905
724 0001703 0013627 2321631 0265719 0383248 1090127
4274 6267 0001703 0550174 0458194 0526327 3004664 3045543 5081015
2329 2405 0001703 1 .1802332 6307409 1921565 3757533 9703837
44500 68610 0001703 0001703 0001703 16.651695 063387 16.358724
60799 0001703 906787 5.4586424 2743858
748864 274831 0001703 5799818 0821002 61.095847 63.734296 96.442035
0001703 0187366 1141227
0001703
2880 0001703 1021994 6251199 0238465
930 400 0001703 063023 1294526 068133 1056061 1090127
2940 0001703 183959 3491814 2946751 2282454 3031917
690 0001703
9718 0001703 9358062 5450637 9170696 6881429 1085233
2031 0001703 3217579 2197288 301318 2154705 3241426
1640 0001703
14629 0001703 0681975 7212089 9952953 2088706 03511
260 0001703
147700 0001703 3862081 5119565 21.594742 18.368646 17.137143
11215 0001703 0103903 0218025 9020804 5387614 1976071
560 0001703
418661 529964 0001703
14120 10600 0001703 0323632 0170332 0374731 8975029 2740864 1 .9383827
David M. Collins, P.MTC Engineers Inc., Boise, Idaho January 2006 Page 1
Eagle Water Co. Records
Commercial Accounts
Water Demand Analysis Book 1
14463 12424 0001703 0841872 335917 5820473
3328 3724 0001703 7707541 5251348 7336216
6691 7990 0001703 8058426 7222094 1 .3570382
21850 23230 0001703 0001703 7439062 2124691 3860593
528 0001703 551366 3348735 2691252 1723764 244427
6694 0001703 1551728 0836332 3469886 672302
93590 0001703 0006813 00511 1647114 3042137 1526394
14010 12150 0001703
17473 15821 0001703
300 0001703
0001703
1780 0001703 1907723 0732429 0.4122044 2980817 5433604
4096 0001703 5183215 3883579 848596
2270 2910 0001703
1 01 60 21270 0001703
0001703
23635 0001703 8196395 5537506 8922872 7410105 7527634
986 0001703 1413759 0948751 . 0.0814189 054336 114293
0001703 0034066 0049396 9626345 0003407
471 461 0001703 0764792 1515958 0759683 0723913 125024
5470 0001703 0476931 2793451 7784191 5314371 7426493
1390 0001703 5462775 7537209 9291632 852494 10.318566
1271 0001703 2592459 1878766 2554986 0909575 1582388
0001703
271 3102 0001703 1425682 067622 1 .4996064 7731388 3095155
141 118 0001703 0434348 0235059 0495667 0395171 0294675
395 0001703
2170 0001703 1311559 2112122 189069 1635191 1873656
63670 53970 0001703 2146188 1618158 2776418 9441543 5119565 2358692
16110 0001703
0001703
32630 0001703 124045 8021168 3.4270879 5769804 5.2905243
535 0001703 1590905 0911278 113782 0683033
2230 0001703 1.4716719 5876468 519365 1197455 1 .403539 9026129
18451 0001703 0008517 0001703 1 .9790922 9512437 6263122
23195 0001703 0338961 0407094 3086423 2304597 5137225
4853 0001703 2861584 9874169 0119233 5610749
46732 0001703
5560 0001703
1140 0001703
15130 10760 0001703 0.4139077 0.4173144 8448487 6114933 0.4496775 7324293
4670 530 0001703 5944601 0.4854473 7000662 7222094 0.4394576 9383827
2910 1300 0001703 2316521 1618158 5655036 0.4496775 1447825 2384654
5753 4223 0001703
4490 0001703 1805523 1447825 1090127 0732429 1090127
46870 14780 0001703 667703 3611047 6449645 2840087 0046635
46220 0001703 8747645 2514967 1084175 6622954 8222591
760 0001703 1703324 1192327 1192327 0885728 1192327
26404 0001703 8052258 0594675 9980206 0444998
0001703
144130 0001703 7211677 1201919 9851829
2700 0001703
David M. Collins , P.MTC Engineers Inc., Boise, Idaho January 2006 Page 1
Eagle Water Co. Records
Commercial Accounts
Water Demand Analysis Book 1
1420 0001703 0613197 1277493 0425831 1856623 0238465
8771 0001703 5526013 8683976 0683248 7498032 1597933
1084 993 0001703 2839441 176805 0.4803374 2929717 5408054
6066 0001703 3047247 1926459 5469373 5670366 0853581
1370 0001703
890 0001703 0476931 0885728 1532992 052803 068133
4488 0001703 0.4316223 2158112 3904019 2720208 0.4920903
451 593 0001703 001022
23767 0001703 5577974 9617828 13.597635 12.059534 18.739971
2350 251650 0001703 1355219 3.4628577 15.169804 8625436 13.670878
28510 0001703 7321317 1087151 5004796 9196461 2.4272367
32670 0001703 052803 0408798 3231851 2.43405 832479
978 753 0001703 2435753 1049248 0384951 1100347 1314966 1367769
14160 20540 0001703 0170332 0221432 0435424 0639823 9071276
34390 0001703 0749463 0408798 5152143 4.4746321 9189021
9510 0001703
4310 0001703 6166033 0.4036878 1 .277493 2810485 0.4684141
220 0001703
966 0001703 127068 0877212 0894245 0826112 1096941
114140 93150 0001703
0001703
370 380 0001703 0936828 0374731 1 .4887052
0001703 008687 0044286 0037473 0032363 0034066
212 0001703
119830 0001703 6881429 3662147 10.039392 1420375 11.500844
Customer Customer Customer Customer Customer Customer
Month Avg.Month Avg.Month Avg.Month Avg.Month Avg.Month Avg.
0.4842 3293 1372 2.4441 5746 2.4411
Nov-Dec-Jan-Jun-Jul-Aug-
David M. Collins, P.MTC Engineers Inc., Boise, Idaho January 2006 Page 1
Eagle Water Co. Records
Commercial Accounts
Water Demand Analysis Book 1
3713246 3883579 2486853 5825368 3168183 3321482 3117 0.4020 3373
8270068 0379429 0021516 0000 0000 0000
3764346 8448487 7290227 1141227 2946751 2401687 0.4139 0731 0697
8312221 7222094 1907723 8617331 5294361 2023979 0000 6745 0.4514
20.237192 14.767819 3140733 0000 0000 0000
1686291 2572019 1379692 1073094 173739 5373987 0000 2325 1346
2071672 5231338 1.4491881 1944138 536782 2256062 8076 2687 7851
6570366 9549695 6022326 7416076 9.4169971 628315 0784 1192 1260
1 .2655697 3250373 8261121 7010254 11.049463 10.192691 1 .4325 1734 7238
0000 0000 0000
0095386 0100496 0083463 3796709 0545064 0463304 0109 0179 0179
7511659 1 .1599636 8533653 5.4659667 6666613 3939807 5706 0067 9300
0001703 0136266 0204399 0170332 0119 0204 0170
0694956 0608087 0575724 0679626 0499074 0669406 0043 0031 0456
076352 7081363 2025683 14.11.3743 10.584455 13.042352 9212 5242 9093
0647263 0800562 0868695 9806682 2737887 5837937 0801 1380 1158
0.4755681 6562907 6573127 921328 7997106 7189731 3957 5989 3422
0178849 1047544 1934976 5142335 8852175 6212023 2683 2737 2359
0170332 6857582 0306598 0442864 0545064 1294526 6130 2419 1976
006132 0323632 0017033 1 .8390789 8981843 5318208 7139 9912 6631
0962378 129112 0836332 0787 0610 0276
0119233 0187366 3065983 2248388 3406648 0.4122 5400 0.4139
0102199 0136266 0153299 7409459 1 .0645775 9504548 0102 0153 0170
0000 0000 0000
1924756 3117083 3321482 0664296 063023 0715396 1829 1107 2742
0510997 0674516 0643856 0693253 0485447 065067 0446 0693 0707
0.4496775 5961634 8959484 0153299 0357698 0017 0000 0000
6.4249381 9905905 3552507 0.4940 6575 6728
0904465 0127749 0052803 1790194 0.429919 302851 0146 0097 0097
4.4252358 9224575 8239624 0000 0000 0000
9326129 2957401 0205044 0000 0000 0000
1 .892393 1 .1804035 1 .2332066 0000 0000 0000
3686639 6784985 15.062494 0000 0000 0000
184323 838697 6954887 0000 0000 0000
1 .1294741 1 .2883943 1 .6954887 0000 0000 0000
0.4844253 3931272 0.4585348 0000 0000 0000
6658509 3515661 0000 0000 0000
0274235 0163519 0109013 0148189 0127749 0106 0143 0145061319707324290902762757830412574847898959197601190596
0065 0000 0000
0359401 0337258 0185662 2526029 2836034 2800265 2070 3228 2759
126046 1379692 1175294 0388788 8056723 8566232 0920 1618 1414
2503886 3336812 0018737 0177146 0781826 0114123 0012 0034 0019
006643 0000 0000 0000
0698363 0596163 1226393 1379692 1703324 1209 1754 1823
0000 0000 0000
0289565 0315115 0366215 3978965 2755978 2924607 1 .2869 0453 0484
0124343 0212916 0146486 0204399 1318373 0160112 0146 0194 0165
0055 0022 0029
8322441 8973111 113271 1 .7706053 6081297 7018125 1211 2024 2116
12.808996 15.728494 24.125881 0000 0000 0000
660549 7702431 0562312 0000 0000 0000
David M. Collins, P.MTC Engineers Inc., Boise, Idaho January 2006 Page 1
Eagle Water Co. Records
Commercial Accounts
Water Demand Analysis Book 1
5048652 602125 0.4408203 1 .8753597 1 .1962444 1 .3033835 2475 3056 2821
3951712 0.4598975 2844551 3151149 0.4156111 0.4547875 3304 0.4940 0.4292
1071606 2127667 6932529 5569869 5842401 8738052 6473 0135 8057
0117745 2621631 8550686 904465 677923 0322143 6728 0578 9488
1362659 8431454 5178105 7579792 5365471 7562759 5008 7529 6404
21958 1 .1684803 5723169 1 .1787002 1207872 1940301 8891 1 .2298 1174
6659997 5620969 0.4190177 5109972 0.4905573 6983628 5127 7597 8500
9249049 1 .0594675 6983628 6711097 5757235 730726 6081 8823 7818
7647925 6847362 0.4803374 0.4053911 3525881 0.4105011 0477 9692 5553
3287415 0.425831 2725318 0.4105011 3134116 0.4326443 3373 5280 0.4480
3917645 0.4087978 2946751 0425831 2180255 0.4326443 3628 6660 6779
1432495 2783231 1279 0000 1041
9363818 9789649 1053085 0000 0000 0000
003577 0863585 0575724 6227353 2198991 2204101 1184 1228 1306
0178849 0250389 0284455 1 .5662064 6682355 890349 0199 0286 0255
1056061 1941789 1328593 2146188 2912684 1 .3524393 1806 1107 3577
0456491 1524475 0296378 1456342 0761386 1151447 0363 0560 0525
5598826 8375244 7356656 0000 0002 0002
0.4371 0823 1 .1307
2335257 2524326 311538 0000 0000 0000
0788639 0880619 058935 124513 11787 1887283 0876 1288 0637
0000 0431 0184
8919465 0927899 5201755 2733 10.3801 10.8791
0000 0000 0221
20.245709 10.199504 18.855797 0816 0000 0002
546767 8857285 5450637 0867207 1431007 0848471 3935 6728 5689
0001703 0000 0165 0177
0163519 0000 0044 0000
0000 0000 0002
0693898 8103358 5907558 9825203 2824542 7065818 2.4153 7013 0000
1894096 6813511 0618522 1 .2044204 7264892 7237639 2485 0779 3797
0616818 793749 9800926 0089 0148 0145
3317017 3910205 2886722 0119 0017 0477
0204399 0510997 0408798 1124194 2572019 0.4428642 0221 0341 0290
1647114 1936679 2897354 6522028 9448338 0206317 1468 2206 1300
0000 0000 0002
0000 0000 0000
001022 0080056 0069836 0701985 0908087 9155367 0455 0686 0589
0000 0000 0000
0884025 1342219 118892 8826625 546256 1 .1345841 0634 0893 1749
00511 00511 00511 0289565 0238465 0102 0119 0119
0902762 1345626 1056061 9227552 7570863 6805855 6299 3764 1363
7061981 7152257 1848107 1613048 1500628 2185365 2022 2342 2715
0153299 0017033 0119233 6114933 8244088 0390276 0136 0187 0255
9845213 1633703 783529 6420043 6130478 0473954 0118 5228 1753
1991186 3168183 1822557 15.108484 17 .142253 19.414487 6454 1922 1 .8617
003066 5883496 0003407 0002 0002 0000
0315115 002555 0197586 8486175 1 .037665 7644518 0339 0480 0460
8171276 1935837 1 .5398049 3708782 1954358 6634035 1 .2826 1598 9231
0371325 0444568 0374731 1856623 1676071 1955416 0359 0521 0543
008176 006643 00511 9298446 9838399 1 .2570531 0068 0066 0187
0088573 0103903 0068133 5185133 6827138 1 .4295998 007154 007665
David M. Collins, P.MTC Engineers Inc., Boise, Idaho January 2006 Page
Eagle Water Co. Records
Commercial Accounts
Water Demand Analysis Book 1
Jun-Jul-Aug-Winter Avg.Summer Avg.Annual Avg.Summer/Annual
(gpm)(gpm)(gpm)(gpm)(gpm)(gpm)Peaking Factor
0221 0511 0000 0000 0081 0041 0000
5647 1 .4442 0000 0740 6063 3402 1 .7825
1 .8043 1849 9472 5629 8294 1961 1 .5294
2928 1 .2909 3761 0000 9928 4964 0000
2314 4.4389 0000 0809 1473 1141 0157
1780 16.6858 0000 0000 7.4939 7469 0000
0903 2035 0000 0661 1047 0854 1 .2264
20.4109 20.2985 3024 0000 0186 0093 0000
1 .2332 1614 0000 0863 0.4883 2873 1 .6996
6609 8142 8891 1785 5714 3749 5240
6669 0524 4.4339 0000 9184 4592 0000
0734 1429 1972 0000 2136 1068 0000
0002 0002 0000 0000 0002 0001 0000
0000 0000 0000 2870 6137 4503 3627
0000 0000 0000 0000 0000 0000 5000
9090 12.5331 5931 0003 10.3242 1622 9999
2265 2163 2044 0193 0719 0456 5771
0.4717 1097 0000 0043 9210 4626 9908
8697 11.9676 0000 3319 7005 0162 1 .2269
6208 12.0970 1100 3192 9083 6137 1 .2806
9658 2126 1 .7033 1 .8498 1451 4975 1 .2593
4866 8118 0000 0370 0.4301 2336 8414
2177 9736 5257 0000 9607 9803 0000
1392 5.4864 3263 0000 6853 3426 0000
0000 0000 5791 0000 0643 0322 0000
0000 6987 0000 0455 3374 1914 7625
8144 8755 7452 2301 1 .3558 7930 1 .7098
0291 1289 0000 0262 0405 0334 1.2142
0494 1233 0000 1030 0440 0735 5988
1545 7280 0675 0519 8198 4359 8809
0.4791 3967 0.4096 5697 5940 5818 1 .0209
6654 5798 11.6865 0000 6830 8415 0000
8614 10.3560 0000 0000 1600 5800 0000
63.5839 127.5558 46.8126 1503 64.5948 32.3725 1 .9954
0000 0000 0000 0036 0161 0098 6346
0104 0075 0083 0041 0066 0053 1 .2425
1482 0.4906 0000 0643 2048 1346 5218
0528 1584 0681 0515 0785 0650 1 .2082
2521 5008 0000 1930 3957 2944 3443
0545 1175 0000 0021 0191 0106 1 .8036
8450 6553 0000 5020 9235 7128 2957
1722 3459 0000 1609 2290 1949 1748
1482 2793 0000 1204 0748 0976 7662
1974 2.4918 0000 1 .8616 1 .6796 7706 9486
0000 0443 0000 0000 0051 0025 0000
12.6455 25.1581 0000 8725 15.2465 10.5595 1 .4439
1104 9103 0000 0130 0292 5211 9750
0000 0000 0954 0000 4.4525 2262 0000
42.2777 71.3115 90.2700 0379 48.2080 24.1229 9984
1 .8890 2.4051 8055 0286 0879 0582 9730
David M. Collins, P.MTC Engineers Inc., Boise, Idaho January 2006 Page 1
Eagle Water Co. Records
Commercial Accounts
Water Demand Analysis Book 1
9045 2.4635 1162 0000 1 .7060 8530 0000
5585 5669 6343 0000 8726 4363 0000
7263 1 .1397 3610 0000 1 .2466 6233 0000
5873 7218 9568 0000 1533 0766 0000
0664 0899 0000 1132 0947 1040 9112
0000 1 .1402 0000 1108 5618 3363 6707
7844 15.9414 0000 5780 3248 9514 0945
1 .8924 3864 0695 2702 0226 1464 1 .7643
9919 9762 6948 1270 1 .4852 8061 1 .8425
0000 0511 0000 0000 0057 0028 0000
0000 0000 0000 0000 0000 0000 5000
0801 3032 0000 0674 3431 2053 6717
3308 6977 0000 2702 0.4419 3560 1 .2411
3577 3867 0.4957 3064 2065 2564 8052
4342 7306 6230 0505 7542 4024 8745
0000 0068 0000 0000 0008 0004 0000
1.2228 0258 0000 0.4251 8067 6159 1 .7369
0361 1679 0000 0718 0820 0769 0662
0002 0007 0000 0117 5525 2821 9587
0709 0802 0785 0830 0810 0820 9882
4752 9317 0000 0655 5447 3051 1 .7854
0000 2368 0000 8056 2.4962 6509 5120
1318 2165 0000 1268 1355 1312 0334
0000 0002 0000 0000 0001 0001 0000
0969 0462 5284 0664 7607 4136 1 .8394
0245 0240 0201 0240 0315 0278 1340
0000 0673 0000 0000 0075 0037 0000
4241 3696 0000 1296 2016 1656 2171
2870 10.8451 1928 3308 6087 9698 9167
9488 7441 0000 0426 7215 3820 1 .8886
0000 0153 0000 0000 0017 0009 0000
9196 5579 0000 1 .0025 3633 1829 5407
0000 0911 0000 0657 0557 0607 9171
3662 3798 0000 1 .1337 5906 8621 3912
8489 1428 0000 0005 0828 0416 1 .9995
1121 9509 0000 0283 7350 3817 9259
0000 8266 0000 0370 8532 4451 9169
0000 9600 0000 0000 8844 4422 0000
6238 9470 0000 0126 1745 0936 1 .8657
0511 1942 0000 0000 0273 0136 0000
2145 5771 8328 6085 1174 8629 1 .2949
7069 7955 0903 6107 7317 6712 0901
3185 0.4957 2214 2729 2924 2827 0345
6161 9799 7193 0125 2573 1349 9077
1925 7648 0000 2398 2279 2338 9745
3659 9835 5175 3632 6674 0153 8198
0064 8728 0000 8069 6003 2036 1 .1238
0528 1295 0000 0778 0789 0784 1 .0072
0000 4.4975 0000 8684 6830 2757 3193
0034 0026 0032 0012 0024 0018 3228
10.5896 24.5500 0000 0000 3079 1539 0000
3005 0.4599 0000 0523 2090 1306 5997
David M. Collins, P.MTC Engineers Inc., Boise, Idaho January 2006 Page 1
Eagle Water Co. Records
Commercial Accounts
Water Demand Analysis Book 1
0698 2419 0000 0573 0748 0661 1318
7983 1 .4940 0000 9430 8480 8955 9470
1978 1846 1691 1475 2761 2118 1 .3035
0.4713 0332 0000 1509 6164 3837 6067
1124 2334 0000 0445 0519 0482 0766
2368 1516 0000 1226 1052 1139 9236
3853 7645 0000 0.4111 0.4757 4434 1 .0728
0812 0768 1010 0366 0478 0422 1 .1329
1 .9767 0483 0000 1892 8459 0175 1.4551
1 7.3569 0.4003 42.8641 3.4218 13.2303 3260 5890
2365 8562 0000 6554 3970 0262 1 .1830
0200 5648 0000 0291 1464 5878 9816
1395 1666 1283 0824 1308 1066 1 .2267
0844 2.4119 3.4986 0212 5766 2989 9908
2.4528 8577 0000 0360 0022 0191 1 .9822
9453 6199 0000 0.4319 5719 5019 1 .1395
2981 7341 0000 3030 0.4410 3720 1 .1854
0187 0375 0000 0040 0176 0108 6316
3362 1645 0000 0498 1301 0899 1.4466
12.2929 19.4417 15.8665 0000 2890 6445 0000
0051 0000 0019 0000 0008 0004 0000
0511 0630 0647 0329 2182 1256 7378
0143 0133 0145 0160 0080 0120 6656
3117 0361 0000 0053 0386 0220 7573
6.4505 20.4109 0000 0.4020 9211 6615 9138
84.7841 541.7926 313.2883
Customer Customer Customer System System System Mean Summer
Month Avg Month Avg Month Avg Winter Avg.Summer Avg.Annual Avg.Peak Factor
1 .8990 8897 1 .7827 36703053 345422366 356226447 5529
Jun-Jul-Aug-Peak Factor Peak Factor
27062713 7293791
David M. Collins, P.MTC Engineers Inc., Boise, Idaho January 2006 Page 1
Eagle Water Co. Records
Commercial Accounts
Water Demand Analysis Book 1
6896
0000
1.4142
6547
0000
8586
8651
3132
3070
0000
1600
1752
9056
1113
0.4228
0580
6939
3095
5508
6470
0.4228
7286
0196
0000
1 .3605
9178
1 .9672
0569
0702
0000
0000
0000
0000
0000
0000
0000
0000
9331
0775
0047
8702
1495
9155
0000
8040
0000
9878
6582
1093
0.4035
0000
0000
David M. Collins, P.MTC Engineers Inc., Boise, Idaho January 2006 Page 1
Eagle Water Co. Records
Commercial Accounts
Water Demand Analysis Book 1
5027
9802
1 .0344
1 .0935
9542
1011
1 .0297
0293
0168
0131
9597
3071
0000
0.4390
0270
5405
5014
0001
7671
0000
7452
7944
7771
0906
0154
7246
3941
0186
0019
9636
7896
0167
0047
1224
0.4741
0001
0000
0592
0000
3413
5429
1440
1 .2347
0428
7974
1355
9898
0358
7115
2795
0182
0400
David M. Collins, P.MTC Engineers Inc., Boise, Idaho January 2006 Page 1
AN
N
U
A
L

A
V
E
R
A
G
E

C
O
N
S
U
M
P
T
I
O
N
RE
S
I
D
E
N
T
I
A
L
YE
A
R
GA
L
/
Y
R
.
GA
L
/
D
A
Y
GA
L
/
H
O
U
R
Ga
l
/
D
a
y
/
D
.
GP
M
/
D
.
GP
C
D

(
3
.
5
C
/
D
.
20
0
2
23
6
4
54
6
87
7

,
4
9
1
1,
4
9
8
29
4
63
4
0.
4
4
0
1
18
1
20
0
3
24
8
8
55
2
52
6
61
1
51
3
77
2
60
8
0.
4
2
2
5
17
4
20
0
4
25
9
6
53
5
88
8
54
5
1,
4
6
4
17
6
56
4
39
1
7
16
1
20
0
5
29
4
1
46
7
,
4
3
3
77
4
28
0
64
0
43
5
30
2
4
12
4
Av
e
r
a
g
e
59
7
52
5
68
1
60
5
1,
4
3
9
22
1
96
8

g
p
h
56
0
38
9
2
16
0
GP
M
/
D
.
CO
M
M
E
R
C
I
A
L
YE
A
R
Ae
e
t
.
GA
L
/
Y
R
.
GA
L
/
D
A
Y
GA
L
/
H
O
U
R

Ga
l
/
D
a
y
/
A
e
e
t
.
GP
M
/
A
e
e
t
.
20
0
2
23
5
11
0
67
3
66
7
30
3
21
6
29
0
89
6
0
20
0
3
25
7
12
2
80
8
13
3
33
6
,
4
6
1
30
9
90
9
2
20
0
4
29
2
15
5
60
8
72
8
42
5
16
0
1,
4
5
6
01
1
1
20
0
5
23
1
15
6
69
3
66
0
42
9
29
8
85
8
1
.
29
0
6
Av
e
r
a
g
e
25
3
.
13
6
,
4
4
6
04
7
37
3
53
4
56
4
02
6
7
TO
T
A
L

(
R

&

C
)

GA
L
/
D
A
Y
81
2
75
4
53
2

g
p
h
An
n
u
a
l

a
v
g
.

(
R

&
C
)
25
8
.
86
6
6

g
p
m
AN
N
U
A
L
Re
s
i
d
.

(
g
p
d
)
Co
m
m
.

(
g
p
d
)

T
O
T
A
L

(g
p
d
)
20
0
2
49
8
29
4
30
3
21
6
80
1
51
0
20
0
3
51
3
77
2
33
6
,
4
6
1
85
0
23
3
20
0
4
1,
4
6
4
17
6
42
5
16
0
88
9
33
6
(=

1
31
2

g
p
m
)
20
0
5
28
0
64
0
42
9
29
8
70
9
93
8
ANNUAL CONSUMPTION
RESIDENTIAL
YEAR F./YR.GAL/YR.GAL/DAY Gal/Day/D.GPM/D.GPCD
2002 2364 73102191 546877491 1498294.5 633.7963179 0.440136332 181.084662
2003 2488 73857320 552526611 1513771.54 608.4290743 0.42252019 173.836878
2004 2596 71633277 535888545 1464176.35 564.0124627 0.391675321 161.146418
2005 2941 62482793 46743377 1280640.48 435.4438891 30239159 124.41254
560.420436 389180858 160.120125
Average 2597.1439220.72 554.1325309 0.384814258
USE 3891 GPM/D.
COMMERCIAL
YEAR F./YR.GALNR.GAL/DAY Gal/Day/D.GPM/D.
2002 235 14793967 110673667 303215.526 1290.278836 0.896026969
2003 257 16416005 122808133 336460.639 1309.185368 0.909156505
2004 292 20800525 155608728 425160.458 1456.028965 1.011131226
2005 231 20945550 156693660 429297.697 1858.43159 1 .290577493
026723048
COMMERCIAL and RESIDENTIAL
YEAR
2002
2003
2004
2005
GAL/DAY TOTAL GPO1498294 18015091513772 1850232
1464176 18893361280640 1709937
SUM GPO 7251014
AVG GPO 1812753.
AVG ANNUAL GPM 1258.8566
GAL/DAY
303215
336460
425160
429297
Typical Residential ConsU111ption/Denland Data
RE
S
I
D
E
N
T
I
A
L
NO
V
DE
C
JA
N
Wi
n
t
e
r

A
v
g
.
JU
N
JU
L
AU
G
Su
m
m
e
r

A
v
g
.
cf
/
m
o
cf
/
m
o
cf
/
m
o
(g
p
m
/
d
)
cf
/
m
o
cf
/
m
o
cf
/
m
o
(g
p
m
/
d
)
Ye
a
r

2
0
0
2
-
34
0
2
7
1
8
21
5
2
0
7
7
13
7
5
5
1
9
20
3
3
4
0
0
2
91
2
8
6
2
7
21
4
0
6
3
4
9
(g
p
m
)

5
8
9
.
77
2
6
9
5

3
7
3
.
00
6
5
9
4

23
8
.
4
1
0
4
5
5

4
0
0
.
39
6
5
8
1

3
5
2
4
.
37
0
5
6

1
5
8
2
.
21
0
1
5

3
7
1
0
.
23
4
0
3

2
9
3
8
.
93
8
2
4
8
Ye
a
r

2
0
0
3
-
23
9
7
9
5
1
25
4
9
5
1
1
19
2
3
8
3
6
15
4
0
0
0
7
4
15
6
6
2
5
5
9
52
1
8
4
7
5
(g
p
m
)

4
1
5
.
62
2
4
5
9

4
4
1
.
89
1
4
4
5

33
3
.
4
4
6
9
5
1
39
6
.
98
6
9
5
2

2
6
6
9
.
20
2
4
3

2
7
1
4
.
69
7
3
8

90
4
.
4
8
6
9
6
1

2
0
9
6
.
12
8
9
2
1
Ye
a
r

2
0
0
4
-
63
4
6
4
4
1
29
7
6
9
1
9
24
0
6
5
7
8
83
1
9
9
4
8
25
2
4
6
1
7
8
88
5
4
0
2
7
(g
p
m
)

1
0
9
9
.
99
0
5
4

5
1
5
.
97
1
5
0
9

4
1
7
.
11
7
7
2
5

6
7
7
.
69
3
2
5
8

1
4
4
2
.
04
6
6
7

4
3
7
5
.
76
8
5
6

1
5
3
4
.
61
5
3
8
24
5
0
.
81
0
2
Pe
a
k

D
a
y
14
1
,
15
3
8
2
4
3y
r

M
o
n
t
h
l
y

A
v
g
.

(
g
p
m
)
70
1
.
79
5
2
3
1
44
3
.
62
3
1
8
2
32
9
.
65
8
3
7
7

4
9
1
.
69
2
2
6
4

2
5
4
5
.
20
6
5
5

2
8
9
0
.
89
2
0
3

2
0
4
9
.
77
8
7
9

2
4
9
5
.
29
2
4
5
6
RESIDENTIAL -Summer
JUN JUL AUG Summer Avg.
cf/mo cf/mo cf/mo (gpm/d)
Year 2003 cf/mo 20 334 002 128 627 21,406 349
(gpm)524.582.710.938.
Year 2004 cf/mo 15,400 074 662 559 218,4 75
(gpm)669.714.904.49 096.
Year 2005 cf/mo 319 948 246 178 854 027
(gpm)1,442.375.534.2,450.
Peak Day
141.
3yr Monthly Avg. (gpm)545.890.049.2,495.29
ANNUAL CONSUMPTION
RESIDENTIAL
YEAR F.!YR.GALlYR.
2002 2364 73102191 546877491
2003 2488 73857320 552526611
2004 2596 71633277 535888545
2005 2941 62482793 467433774
Average 2597.
GAL/DAY Gal/Day/D.U. GPM/D.
1498294.5 633.7963179 0.440136332
1513771.54 608.4290743 0.42252019
1464176.35 564.0124627 0.391675321
1280640.48 435.4438891 0.30239159
560.420436 0.389180858
1439220.72 554.1325309 0.384814258
USE 0.3891 GPM/D.
GPCD
181.084662
173.836878
161.146418
124.41254
160.120125
COMMERCIAL
YEAR F./YR.GALlYR.GAL/DAY GaIfDayfD.GPM/D.
2002 235 14793967 11 0673667 303215.526 1290.278836 896026969
2003 257 16416005 122808133 336460.639 1309.185368 909156505
2004 292 20800525 155608728 425160.458 1456.028965 011131226
2005 231 20945550 156693660 429297.697 1858.43159 290577493
1 .026723048
COMMERCIAL and RESIDENTIAL
YEAR
2002
2003
2004
2005
GAL/DAY TOTAL GPO
1498294 18015091513772 18502321464176 18893361280640 1709937
SUM GPO 7251014
AVG GPO 1812753.
AVG ANNUAL GPM 1258.8566
GAL/DAY
303215
336460
425160
429297
AN
N
U
A
L

A
V
E
R
A
G
E

C
O
N
S
U
M
P
T
I
O
N
RE
S
I
D
E
N
T
I
A
L
YE
A
R
GA
L
I
Y
R
.
GA
L
/
D
A
Y
GA
L
/
H
O
U
R
Ga
l
/
D
a
y
/
D
.
GP
M
/
D
.
GP
C
D

(
3
.
5
C
/
D
.
20
0
2
23
6
4
54
6
87
7
,
4
9
1
1,
4
9
8
29
4
63
4
0.
4
4
0
1
18
1
20
0
3
24
8
8
55
2
52
6
61
1
51
3
77
2
60
8
0.
4
2
2
5
17
4
20
0
4
25
9
6
53
5
88
8
54
5
46
4
17
6
56
4
39
1
7
16
1
20
0
5
29
4
1
46
7
,
4
3
3
77
4
28
0
64
0
43
5
30
2
4
12
4
Av
e
r
a
g
e
59
7
52
5
68
1
60
5
1,
4
3
9
22
1
96
8

g
p
h
56
0
38
9
2
16
0
GP
M
I
D
.
CO
M
M
E
R
C
I
A
L
YE
A
R
Ae
e
t
.
GA
L
/
Y
R
.
GA
L
/
D
A
Y
GA
L
/
H
O
U
R

Ga
l
/
D
a
y
/
A
e
e
t
.
GP
M
/
A
e
e
t
.
20
0
2
2~
:
5
11
0
,
67
3
66
7
30
3
21
6
29
0
89
6
0
20
0
3
2~
i
7
12
2
80
8
13
3
33
6
,
4
6
1
30
9
90
9
2
20
0
4
29
2
15
5
60
8
72
8
42
5
16
0
1
,
4
5
6
01
1
1
20
0
5
2~
\
1
15
6
69
3
66
0
42
9
29
8
85
8
29
0
6
Av
e
r
a
g
e
25
3
.
13
6
,
4
4
6
04
7
37
3
53
4
56
4
02
6
7
TO
T
J
\
L

(
R

&

C
)

G
A
L
/
D
A
Y
81
2
75
4
53
2

g
p
h
An
n
u
a
l

a
v
g
.

(
R

&

C
)
25
8
.
86
6
6

g
p
m
AN
N
U
A
L
Re
s
i
d
.

(
g
p
d
)
Co
m
m
.

(
g
p
d
)

TO
T
A
L

(g
p
d
)
20
0
2
1,
4
9
8
29
4
30
3
21
6
80
1
51
0
20
0
3
51
3
77
2
33
6
,
4
6
1
85
0
23
3
20
0
4
1,
4
6
4
17
6
42
5
16
0
88
9
33
6
(=

31
2

g
p
m
)
20
0
5
28
0
64
0
42
9
29
8
70
9
93
8
-,
-
-
,
,
i
:
.
J
-j
\
,
,
r
.
\~

'Nl
~
j',I
"
;"
1
i ;
'
--
-
-
f:
:
C'

"
(
!
::
:
:
,
-,
:
"f
'
r~
i
,
)
-
\
'
i
-
I'!
-
(
,
\
:-I
'
\:
:
:
~
,
J.
,
'~
J
:'

c
'
,
.
,
'
"
~
-1

'
--
-
-
-
-
-
,
-
--
-
--
-

.
'
;
, ;
D~
2
1
~.
~
)
\\
j
,-

'
0
'
"'
-f'.
.
-
"
i
"'-
-
-
.
j
--
-
i
L
--
,
-,
-
,
-
-
("
'
:'J
,+
-
,
\
..

"
"
c
\\
.
.
,
"
f\
:
-
1/
"
--
-
-
-
-

,
-
'-
-
-
-
-
-
-
-
--

~
,
~J
l
i
i
&
1
j
I
!
j

!!
~
g
1
--
-
"
"

,
..
J
'"
'
""
"
\\
)
VY
;
J
\t
J
\1
)
,.
.
J
n_
_
_
-
-
"
,
'
-
,
-
-
~(
,
-
"
:p
.
.
('
-
rr
"
~'
~'
,
,
~:
'

'
,
'
,
'

""

-
-
-

:
;
~-
,
-
~,
-
-
-
\'
-
-
""

.
'
(\

~
~~

-
-

.
f~
~
,,
\
("

(
\

I

\1
)
\\
j
;t
\
\~
"
-.
.
',
f
.
:)
-
,-
,
t-
.
.
Ill
,
\
'J
I
:;
1
\
,

(
0
,
..

'
"
~,

j-
-
,
I~

f"

1::
f'

0
'.
J
\+.
,
\J
)
\)
'
."
-
\
~,,
,
\J
I ~t
.
~~
=
,
'l
J
i\

~

f
\
\

\
/
\
~"
'
C~

\D

~
"
"
,
I-
.
*'

,
~
G
)
.
.
!
:

'
I
;:
:
Q..
.

:X

-t
J
.
\
~\.
c
.
,
~
\:
r

\J

,\
\N

:~
t
f~

'
tJ
'
)

I
;
'
1"
\

1)
.
'
)
I~

'
(,
.
.
.
1

"
'-
:
J

:
.
"
:-
"

.
r

,
4:
-
'

,
1
~

.
"
'
(:.
'
1
r
\
,
-
-
(1
.
,
'
('

'-
.
.
'

,
"\

i
I',
"-

K
,
~
~
f
-
~\
\

t
t:
,
'
Q\
/
~
.,.

'

L'
~(j
'
1\
)

"
...
"'4
f
t
fj
If
:

~"
$
"
~
?

'
~f
i
-.
.
.
.

f\
)

~
:;
t
-

~l
~
'.
.

'
!)
.J
.
t
,
).
.

d
\\

G.
I
J
-f
l
--
-
-
.
.
.
'iI
'
!\
~
'-
.
.
.
,
~d
'
J

/

\\
,
)
..
.
,

~

,
+-

"
,
'
..

~

'
-
J\
.

"

"
,
:
'
'
\\
,
~
'
r\

A
P
"
"
"
"
;'~
--
-
"',
"?
'
(J
J
'it
f\
\
I'

\
'
1\
)
f')i/
)
6210812a06 15: 37 9390267
CONGUMeTION REPORT - ~/8/2006 3:C~:Og ~M
STAA'I'.DATE:,~~"'lfAG~a:D2
&ND CIITE: ;;t270!51~m
EAGLE WATER CO INC
=:====.------~==~=-_-__M===~==Z_--.a===~-----c==--=-----=====~----~==~~---*
TOiAL RESIDEiNTIilL.: ~ 3 '" 1./ ;(~(Jof"""'4 73, 102, 191
'!'oT1IL COMMERCIAL : ;2.3;5- 14,793,967
TOTAL 896,158
CONsuMPTION REPORT - 2j~/2006 3:02:23 PH
!!TART DATE::;~4;Oj;,y,;2\C'4S,
~JND CArl':: :;112'l~tn'OO3 .======= e= ~_..~-ac= =
===-~.-----=== ----
x~--- -=====~----~= ====~----===
===~
TOTAL REiSID&NTXJ\L ;...9. V C'j'~'t~ Jk~.,.
~.....
7 J. 857 320
rOTALCOMMEiRCIAL : :':),.57 I' 16,416,DOS
TOTAL 90,273,325
CONSVMPTION R~PORT - 2/9/2006 3:03:22 PM
STAR! PATE; lltO,1./~'END DATE: 1i.l"j:r;~:m:o:;s
= = = - ---- -= = == == ~ - -- -- = = = == = ---- ---. = = =--= === ~ -- ---- -----= == == = = =---- -- -- === == ===
rOTA!. RES:(OENTIAt. I $)59'-. A~~ .:71,633,277'l'OTALCOMMERCIAL :
~rt:;'" 'I 20,900,$25
TOTAL
-. .. ,--~-,,--
92".4,33,,902
.--.----
92::'
,-~:):::
i'-,
PAGE
Go, -:;, -4
) --.:;- ,;;~ " .
?' ~:: ::2_, 7'0.:::; ~
Sub Division JlJonthly Totals
ill)
,,'
e- hl h "Ie..
' -
::t
()
:J,
Month Year SDCode Sub Division Consumption TotaLBill
I~c Addie s Corrier Sub.939.$17.
Bonita Hills 150.$402.
Berkshire 727.$222.
Big Hom 742.$204.
Bosanka 191.$267.
Brenson 153 242.044.
Clear Creek Crossing 880.$9 .43
Chaumont 175.$m.
Commercial 649 703.043.
Edgewood 130.$32.
Edgewood Estates 181 027.464.
Eagle Hills 407 535.818.
Eagle Knoll/Sept. Sub.929.$484.
Empire Estates Sub.888.$483.
Eagle Point #1-277 982.054.
Eagle Ranch 472,687.$5,418.
EchoHawk 704.$861.
Eagle Village 219 592.484.
Eagle Wing 835.$929.
Great Sky 128 488.581.
Kestrel Cove 856.$383.
LaRue Acres 234.$445.
LakeLand 962.$46.
Merri! Sub/Rocky Mtn. Bus.920.$85.
N. Eagle Road 588.$33.
Pacific Heights/Homestead'773.$107.
Eagle Point #7-266 590.$3,255.
Red Leaf Heights! Tuesday Sub 434.$413.
Red Leaf ManorlMonday Sub.842.$111.
Rick River 661.$487.
Spring Creek Sub.004.$190.
South Eagle Road 931.$16.
Van Engelen 159 377.003.
Summary for Month Year' 12/2002 (33 detail records)
Sum
Grand Total
402 718.
402 718.001
$40 182.
$40 182.63
Monday, February 06, 2006 Page ofl
Sub Division JiJonthly Totals
:J)t2..-0. ke_
",;!
-J. f.:' (.7
';:(
Month Year SDCode Sub Division Consumption TotalBill
Addies Comer Sub.639.00 ' $16.
Bonita Hills 764.$389.
Berkshire 644.$214.
Big Horn 935.$197.
Bosanka 068.$248.
Brenson 134 178.928.
Clear Creek Crossing 36.$16.
Chaumont 065.$836.
Commercial 452 665.$4,143.
Edgewood $8.
Edgewood Estates 112 480.348.41
Eagle Hills 212 334.524.
Eagle KnolVSept. Sub.278.$455.
Empire Estates Sub.758.$249.
Eagle Point #1-133 786.513.
Eagle Ranch 278 683.841.
EchoHawk 490.$859.
Eagle Village 107 976.300.
Eagle Wing 210.$24.
Great Sky 203 208.786.
Kestrel Cove 259.$371.
LaRue Acres 557.$424.
LakeLand 753.$16.
Merril Sub/Rocky Min. Bus.320.$165.
N. Eagle Road 656.$32.
Piccadilly Subdivision 1.00 $8.
Pacific Heights/Homestead 573.$208.
Eagle Point #7-147 330.686.
Red Leaf Heights! Tuesday Sub 291.$460.
Red Leaf ManorlMonday Sub.851.$108.
Rick River 31 ,211.$472.18
Spring Creek Sub.507.$186.
South Eagle Road 548.$8.
Van Engelen 23.$8.
Summary for 'Month Year' 01/2003 (34 detail records)
Sum
Grand Total
152 077.
152,077. 001
$26 060.
$26 060.01
Ivfollday, Febmary 06 2006 Page of
Sub Division Monthly Totals
j"v\./J
;:?
tY/3
Month Year SDCode Sub Division Consumption TotaLBill
Irxc Addie s Corner Sub.742.$16.
Bonita Hills 595.$425.
Berkshire 807.$233.
Big Horn 404.$209.
Bosanka 748.$271.
Brenson 169 903.056.
Clear Creek Crossing 466.$24.
Chaumont 972.$832.
Commercial 145 548.302.
Edgewood 76.$16.
Edgewood Estates 444.$35.
Eagle Hills 172 803.922.
Eagle Knoll/Sept. Sub.51 ,623.$519.
Eagle Point #1-105.$20.42
Eagle Ranch 278 738.880.
EchoHawk 119.$913.47
Eagle Village 169.$93.
Eagle Wing 28,473.$491.
Great Sky 184.$266.
Kestrel Cove 927.$382.
LaRue Acres 668.$413.
LakeLand 458.$35.
N. Eagle Road 810.$34.
Piccadilly Subdivision $8.
Pacific Heights/Homestead 1.00 $8.
Red Leaf Heights! Tuesday Sub 778.$492.
Red Leaf ManorlMonday Sub.062.$112.
Rick River 135.$514.
Spring Creek Sub.023.$199.
Van Engelen 737.072.
Summary for 'Month Year' 02/2003 (30 detail records)
Sum
Grand Total
375 519.
375 519.001
$15 806.
$15 806.38
Monday. February lJ6, 2006 Page ofl
Typical Irrigation ConsumptionlDemand Data
Eagle Water Co. Records
Commercial Accounts
~~;~-""
A ,
. /
(:7 !
::::.~; :-...
Water Demand Analysis
COMMERCIAL ACCOUNT Winter Avg. Summer AvglAnnual Avg.Peak Factor
Node (gpm) (gpm) (gpm)Summer/ Annual
3JC Land Company 404 0000 0081 0041 0000
Academy Investors 135 0740 6063 3402 7825
I\~~-- '-1___-""'f"-
~ ~~,.,~. ~~_.
1::;?Q.1
1~~'~;~s ~~:n
Albertson s #182
Albertson s #182 Common
Albertson s Express #182
Alderwood Village HOA
All American Deli
All Pet Complex
AMI/Rick's River Comm. #1
AMI/Rick's River Comm. #2
AMI/Rick's River Comm. #3
Around the Town Prop Mngmnt !Ashley Manor Asin Homes
Bagmaker
Band , Jimmy & Marsha
Bardenay Restaurant
BS One, Inc. #1
BB One, Inc. #2
Bento, Zen
Berkshire HOA
Big Horn Common Area
BMO Properties LLC
Boise Pizza
Brooks, James & Lonnie
Butler, Mark
Centaur Creative Media Inc,
Chianis , John
Chicago Connection
Choice One Community
City Hall
City of Eagle
Clearwater Construction
Club One Three 16
Cohiba Condo Association
Custom Mortgage
0. Dunlap Companies Inc.
Dave Evans Construction
de Vinci's of Eagle
Deeann
Dotty's Co. LLC
Doug s Burger Den
E.S.I.
Eagle Academy
Eagle Counseling Center
Eagle Development
Eagle Development - WLDC
Eagle Family Medicine
David M. Collins , P.E.
~;:!.J
294544 544 375 197
444
592
176
173
168
159
524621
369
-44&-386 386
281
200
592
179
395
381 .373
50222
157
394
464
223
459
460
135
135
368593 I'
,'/
~:~~~~I
0809
0000
0661
0000
0863
1785'
0000
0000
0000
0.2:870
0000
0003
0193
0043
3319
3192
8498
0370
0000
0000
0000
0455
2301
0262
10301
05191
5697
00001
0000
1503
0036
0041
0643
0515
1930
0021
5020
1609
1204
8616
0000
8725
0130
0000
0379
0286
tjL:14
9928
1473
7.4939
1047
0186
0.4883
5714
9184
2136
0002
6137
0000
10.3242
0719
9210
7005
9083
3. 1451
0.4301
9607
6853
0643
3374
3558
0405
0440
8198
5940
6830
1600
64.5948
0161
0066
0.2048
0785
3957
0191
9235
2290
0748
6796
0051
15.2465
0292
4.4525
48.2080 0879
! . !:10 !
2.4964
1141
7469
0854
0093
2873
3749
1.4592
1068
0001
0.4503
0000
1622
I 0.0456 '
! .
(3.0162
613T
2.4975
2336
9803 i
3426
0~0322
1914
0.7930 i
0334
I 0.0735 i
~::~;~
8415 i
5800
32.3725
I 0.0098
I 0.0053
1346
I 0.0650
2944 i
0106
7128
1949
0976
7706
0025
10.5595
5211 2262
24.1229
0582
MTC Engineers Inc., Boise, Idaho
0000
0157
0000
2264
0000
6996
5240
0000
0000
0000
3627
5000
1 .9999
5771
1 .9908
2269
2806
2593
8414
0000
0000
0000
7625
7098
2142
5988
8809
0209
0000
0000
9954
6346
2425
5218
2082
3443
8036
2957
1748
7662
9486
0000
1.4439
9750
0000
9984
9730
Book 1
January 2006 Page
Eagle Water Co, Records
Commercial Accounts Water Demand Analysis Book 1
Eagle Fire Station 385 2597 0.4936 3767 3104Eagle Forum Comm, Area ('I 372 0000 9180 9590 0000Eagle Forum LLC 372 6158 2551 0.4355 5858Eagle Hills Golf Course 9824 0188 1 .5006 3453Eagle Hills West #4 HOA 107 o. 0000,10.5776
!:;
'1QQQ '1 ("I ("I ("I ("I ,,-uuu
"-...
'J'-I'-I'IEagle iD Fiv1 Group 200 1788 2376 2082 1414Eagle Industrial Center 234 5562 3534 9548 1 .1349
Eagle Library 6467 8703 2585 6868Eagle Manor 170 5627 6164 0895 6930Eagle Mansion Homes, LLC 558 0000 0430 0215 0000Eagle Mini Storage 547 0083 0953 0518 8400Eagle Pavilion 376 8453 8066 8259 8248
Eagle Pediatrics, PA 0108 0131 0119 0944Eagle Physical Therapy 364 0582 0465 0524 8887Eagle Plaza LLC 371 1714 11.8311 5013 5772
Eagle Post Office 0890 9776 5333 9420Eagle Professional Park 131 5096 9591 7343 3061Eagle Rib Shack 1274 6956 0.4115 6905Eagle River, LLC 456 1434 3312 7373 0.4492Eagle River, LLC (Common) ,387 8248 7249 2749 3530Eagle River, LLC-445 0186 0693 0440 5772Eagle Senior Village 381 1552 2708 2130 2714Eagle Sewer District 218 0136 3789 6963 9804Ectgle Tire Co.589 0000 2074 1037 0000Eagle United Methodist Church 440 2069 0973 1521 6395
Eagle Veterinary Hospital 441"0545 0643 0594 0822Eagle Village LLC 441 3403 0057 1730 0328Eagle Village LLC (Common)441 2027 9270 5649 9431Eagle Water Co.157 0197 5412 2805 9298EagleWing (prop management),177 0000 5511 2756 0000Echohawk #1 Common
..;,-
.,r:293 ;\;-;1 0000 6249 3124 0000Echohawk #2 Common 346 0000 1.4925 7462 0000Edgewood Estates #1 Common"446 0000 I 5.4170 7085 0000Edgewood Estates #2 Common./232.0000 1494 5747 0000Edgewood Estates #3 Common.;'232:~0000 1031 5515 0000Edgewood Estates #4 Common/'237 0000 0.4017 2009 0000Edgewood Estates #5 Common;;233 0000 6011 3006 0000Elkridge Properties, LLC 376 0094 0107 0100 0669Evans Building Center 547 0907 2487 1697 1 .9225Farm City Animal Supply 238 0007 3060 1533 9953Findlay, Chris 238 1430 1857 1644 1298First American Title Co.402 1308 6185 8747 1 .8505Four Square Church 0688 0815 0751 0845Gayles Loft of Books, LLC 157 0000 0041 0021 0000Gemsbok Condo Assn.390 0708 1053 0881 1 .1960Godzilla LLC 464 0000 3386 1693 0000Gold Medallion 1733 1776 1755 0122Golf Magic 295 0152 0309 0231 3418Goodrich, Katrina 157 0012 0203 0107 8907Gothberg, Alie & Cal 567 5467 1634 1 .3550 1 .5965Great Sky #1 (Common)240 0000 16.1657 0828 0000Great Sky #4 (Common)333 0000 7791 3896 0000
David M. Collins , P MTC Engineers Inc., Boise, Idaho January 2006 Page 1
Eagle Water Co, Records
Commercial Accounts Water Demand Analysis Book 1
Great Sky #6 (Common)250 00001 7060 8530 0000Great Sky #9 (Common)345 0000 I 8726 0-.4363 0000
00001Great Sky #10 (Common)345 2466 6233 0000
Guho , Mark 163 0000 1533 0766 0000Hallock, Jared 371 0947 1040 (\()11'l1132,v, ,"-
,.,
He ner, Randy 11081 5618 3363 t61uIHilton Garden Inn
-- .. "'
-4"4'5780 3248 / 3.514,0945Home Depot Store #1809-605 27021 0226 1464 7643Home Depot Store #1809-607 1270 I 1.4852 8061 8425Home Federal 397 00001 0057 0028 0000Idaho Athletic Club 486 0000 0000 0000 1 ,5000Idaho Banking Co.375 0674 3431 2053 6717Idaho Children s Academy 2702 0.4419 3560 2411Idaho Veteran s Services 660 3064 2065 2564 8052Jacksons Food Store #57 0505 7542 0.4024 8745Jaya Construction 505 0000 0008 0004 0000Jensen, Dennis 543 0.4251 8067 6159 7369Jensen, Dennis & Jeanie 543 0718 0820 0769 0662Jeremiah Properties 0117 5525 2821 9587Jim McCauley 271 0830 0810 0820 9882Johnson, Rodney D.135 0655 5447 3051 7854Joint School District #2 8056 2.4962 6509 5120Judy Harmon 543 1268 1355 1312 0334Kerstein, Chester & JoAnn 395 0000 0001 0001 0000Kings158066476070.4136 1 .8394
Lakeside Veterinary 157 0240 0315 0278 1 .1340Larbon, LLC 0000 0075 0037 0000Les Schwab 404 1296 2016 1656 2171Lighthouse Dental 3308 6087 9698 9167Lively, Keith 0426 7215 3820 1 .8886Maracaibo Property 470 0000 0017 0009 0000McDonald'364 00251 3633 1829 5407Mefford, Clifford 140 06571 0557 0607 9171Meridian School District 1337 5906 8621 3912Meridian School District No.00051 0828 0416 1 .9995Merkle, James/Hutt, Donald 366 0283 7350 3817 9259Millcourt037085320.4451 9169Moffat & Moffat 131 0000 8844 0.4422 0000Moriarty, Cheryl **523 0126 0:1745 0936 8657Mountain West Clinical Trial 468 0000 0273 0136 0000
M. Enterprises Bldg. #1 160 6085 1174 8629 1 .2949
M. Enterprises Bldg. #2 163 6107 7317 6712 0901M. Enterprises Bldg. #3 163 2729 2924 2827 0345Namer, Robert & Stormy **523 0125 2573 1349 1 .9077NCDB, LLC 384 2398 2279 2338 9745New Horizons Child Care 234 3632 6674 0153 8198North Channel Chevron 283 8069 6003 2036 1.1238North Channel Prof Condo 283 0778 0789 0784 1 .0072OM Corp.8684 6830 2757 3193Our Secret Cottage 157 0012 0024 0018 1 .3228Pacific Heights HOA 400 0000 3079 1539 0000Pearson, Chris 224 0523 2090 1306 5997
David M. Collins , P.E.MTC Engineers Inc., Boise , Idaho January 2006 Page 1
Eagle Water Co. Records
Commercial Accounts
Water Demand Analysis Book 1
Peggy Zurcher 0.41051 2228 8167 1.4973
Peregrine Cove Apts. Bldg A 219 0.4020 I 0.4183 0.4101 0198
Peregrine Cove Apts. Bldg B&C i 219 9031\8431 8731 9656
Peregrine Cove Apts. Bldg D 219 94081 7799 8604 9065
n__- _:_- f"'-..- "-nl.-l- '="~I"\1"\ """1",,1 1"\ CI"\C")1"\ cCC:O ~ IlM:;QIrt::It::G,IlIt::I.JUveJ-\Ul;:" Q'UU c;
. ,
L. ::J u..;):.),,)!U::JU0 , U.UUuU ,"v-."'v
Peregrine Cove Apts. Bldg F&G i 219 16411 9503 0572 8989
Peregrine Cove Apts. Bldg H 219 6440 6070 6255 9703
Peregrine Cove Apts. Bldg I 219 7175!6766 6970 9707
Peregrine Cove Apts. Bldg J 219 5146 0.4976 5061 9832
Peregrine Cove Apts. Bldg K 219 0.4847 0.4722 0.4784 9869
Peregrine Cove Apts. Bldg L 219 0.4616 5004 0.4810 0403
Petticoat Junction-Owners Assn.601 02581 1421 0839 6929
Pine Ridge HOA 362;f 0000 I 3.4210 7105 0000
Pinewick Services 158 0775 2756 1765 1 .561 0
Pioneer Federal Credit Union 0262 9101 9681 9730 .
Primary Health 378 1647 0.4446 3046 1 .4595
West-Id State Admin 300000 0891 0.2662 1777 1.4986
Red Leaf Neighborhood Assn. "411 0000 3324 6662 9999
Rembrandt's Coffee House 365 2944 0.4732 3838 2329
Republic Storage of Id.-commonl!252 0000 7976 3988 0000
Republic Storage of Id.Office 256 0750 1264 1007 2548
Research Source 395 1179 0135 0657
Rick Marcus 602 0592 8140 9366 2229
Rivers Edge Building LLC 469 0025 0519 0272 9094
Riverside Management 219 1202 15.4543 7872 1 .9846'i'
Roberts, Larry 239 7714 3579 0647 2754
Rocky Mountain #19 395 0038 0155 0097 6059
Rocky Mountain #20 395 0005 0524 0265 9814
Rocky Mountain #22 395 0000 0194 0097 9981
Rocky Mountain Fitness Center 392 9072 1265 0169 0364
Rocky Mountain Pizza Hut 376 9490 i 1.4548 2019 2104
Roddy Evans Construction 224 0042 5026 2534 9833
Rodgriguez, Armando 405 0068 9208 1.4638 9953
Roger Family Trust 373 0363 5572 2968 8776
Rolfe Development Co.2768 8910 5839 5259
Ronald Van Auker 591 0000 2913 1456 9999
Roth Homes'192 0000 3835 1917 0000
Roy Coon/Church of Christ 238 0210 6889 3549 9408
Sage Construction 464 0000 0371 0185 0000
Schaal Inc.1584 7699 0.4641 6587
Second Avenue Inc.0072 0193 0132 1.4571
Senior Citizen 0.4417 6929 0673 8560
Seventh Day Adventist Church 177 4007 2483 3245 7653
Sherman Williams Eagle 219 0201 9170 0.4685 9572
SHIP LLC 543 1762 7741 1.4752 2026
Sisters Villa 380 7152 8388 2770 8645
Smith's Chevron Station 1769 0009 0889 0102
Stanley Ray 157 0300 6464 8382 1 .9642
Stinker Station #39 601 5462 8001 1731 2885
Story, Chuck 368 0662 0.4075 2369 7205
Streamside Mortgage 224 0086 9354 0.4720 9818
Strittmatter, Doug 100 0223 0925 5574 1 .9600
David M. Collins, P.MTC Engineers Inc., Boise, Idaho January 2006 Page 1
Eagle Water Co. Records
Commercial Accounts Water Demand Analysis Book 1
Studio C 295 0573 0748 0661 - 1.1318Subway9430848089559470Tales Rents 1475 2761 2118 3035The Blue Moose 366 1509 6164 3837 6067The Land Group 453 0445 0519 n nl1~,,)1 117'::'::v. v-cu"-Ut VV
---p---
9236The Sellin AdvisOi GiOup 402 1226 1052
Tibbs, Brian 366 0.41111 0.4757 0.4434 0728Todd Stewart Salon 157 0366 0478 0422 1 ,1329Tri-City Meats 1892,8459 0175 1 .4551
Triangle Trailer Ct.752 3.4218 13.2303 3260 5890DO-IT Car Wash 225 6554 3970 0262 1830
W A Mutual 279 0291 1464 5878 9816Wagers Partnership L 0824 1308 1066 2267Washington Fed. Savings #30 219 0212 5766 2989 9908Wells Fargo 384 0360 0022 0191 1 .9822Wendy4490.4319 5719 5019 1 .1395Western Development 543 3030 0.4410 3720 1854Westmark Credit Union 476 0040 0176 0108 6316Westminster Homes, LLC 364 04981 1301 0899 1.4466- Winding Creek BOA
--/
549 0000 2890 6445 0000Winding Creek HOA 549 0000 0008 0004 0000Wright Brothers 219 0329 2182 1256 7378Wright, John 219 0160 0080 0120 6656Zach Evans Construction 395 0053 0386 0220 1.7573Zamzow3780.4020 9211 6615 9138
System Mean
Winter Avg.Peak Factor
84.7841 5529
1139
David M. Collins, P.MTC Engineers Inc., Boise , Idaho January 2006 Page
APPENDIX D
Fire Hydrant Testing
City:
Date:
Time:
Location:
Hydrant Flow RE~sult Sheet
Eagle
8/16/2006
14:00 pm to 14:05 pm
Home Depot
Rating Rep.
ResUlts:
, ,
HydrantFlow:
~16W:~20PSI: "
Pressure ~1500GPM:
Witnesses: Andy C: Eagle Fire Dept. Norman R: Eagle Water Co.
R~~~)Jri'pm;f;:Wt"
" '::,
105psi Residual 52 psi
Diarneter 41/2'inches
Flowing 2481gpm '
~ltjWih 'f""';1:~6:/p~'i~'i:;Jc
' .
, m
Water Supply Graph
120
100
...
500
_lil!mll~ "1i~llim' Ii""'jl ' IrnnIi1llil".,;""~I~UlR11I1WIIi",IiIl..mli,,q "IiUmUmlllUW 'JillO"""""1 ~.n'lilllU'IU', UlIIIUIIK",. ""'"U._~~2500 3000 3500 4000 4500 5000 ~500 6000 6500 7000 7500
Flow (GPM)
City:
Date:
Time:
Location:
Hydrant Flow Result Sheet
Eagle
8/31/2006
14:30 pm to 14:35 pm
Lakeland - Whitby
RatingRep.
Results:
" , ,
HydrantFlow': '
flow~20PSI: ,Pressure ~1500GPM:,
Witnesses: Andy C: Eagle Fire Dept. Norman R: Eagle Water Co.
$t'~t!$'psi Residual 74.psi
Diameter 41/2 inches '
Flowing t7?5gpm
Fib~Xri:'~20,Jj~(:li;':;
"3 60
....
Water Supply Graph
120
100
500 1000 1500 2000 2500 3000 3500 4000 4500 5500 6000
Flow (GPM)
City:
Date:
Time:
Location:
Hydrant Flow Result Sheet
Eagle
8/31/2006
15:16 pm to 15:24 pm
Edgewood & Clubhouse
Rating Rep.
ResUlts:
Hydrant Flow:
FloW~20PSI:
. '
Pressure~1500GPM:
Witnesses: Andy C: Eagle Fire Dept. Norman R: Eagle Water Co.
WiBWihg'( .
Residual 42ipsi
7 psi Diameter 4112inches
0.75 FloWing 1868gpm
2446gpl1l
Water Supply Graph
Q 50
e;,
~ 40
...
~ 30
0 J
500 1000 3500 4000 4500 6000 7000 7500
Flow (GPM)
APPENDIX E
2006 Scenario
Scenario: 2006
Title: INITIAL RUN
w:\...\2006 scenario.wcd
01/17/07 11 :40:53 m-mentley Systems, Inc.Haestad Methods Solution Center Watertown, CT 06795 USA
Project Engineer: DMC
WaterCAD v7.0 (07.00.049.00)
[phone] Page 1 of 1
Scenario: 2006
Fire Flow Analysis
Fire Flow Report
label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow
(gpm)Junction Pressure (gpm)
Total (psi)
Flow Total
Needed Flow
(psi)Needed
false N/A N/A N/A N/A N/A
false N/A N/A N/A N/A N/A
,false N/A N/A N/A N/A N/A
true 1.36 500.501.76.587 20.958.44
. true 500.502.75.50 587 20.890.
false N/A N/A N/A N/A N/A
false N/A N/A N/A N/A N/A
true 94.500.594.76.587 20.849.
false N/A N/A N/A N/A N/A
false N/A N/A N/A N/A N/A
true 500.500.75.587 20.833.
true 500.509.75.587 20.844.
true 15.500.515.75.587 20.848.
true 4.43 500.504.43 76.587 47.40 999.43
false N/A N/A N/A N/A N/A
false 10.N/A N/A N/A N/A N/A
true 500.1 ,506.76.587 20.822.
true 500.501.76.587 20.820.
false N/A N/A N/A N/A N/A
true 500.505.73.587 20.815.
true 500.500.74.587 20.804.
true 500.507.75.587 20.807.24
false 11.N/A N/A N/A N/A N/A
true 5.44 500.505.44 76.587 20.800.
true 500.500.74.587 20.803.
false N/A N/A N/A N/A N/A
false N/A N/A N/A N/A N/A
true 14.500.514.74.587 20.807.
true 12.40 500.512.40 76.587 20.815.
false N/A N/A N/A N/A N/A
false N/A N/A N/A N/A N/A
true 11.500.511.63.587 20.817.
false N/A N/A N/A N/A N/A
true 500.503.56.587 20.818.49
false 10.N/A N/A N/A N/A N/A
false 4.43 N/A N/A N/A N/A N/A
false N/A N/A N/A N/A N/A
true 500.503.57.43 587 20.817.40
false N/A N/A N/A N/A N/A
false N/A N/A N/A N/A N/A
false N/A N/A N/A N/A N/A
true 500.500.63.587 46.999.
true 500.509.67.587 44.41 999.
false N/A N/A N/A N/A N/A
true 500.502.60.587 20.817.
false N/A N/A N/A N/A N/A
true 4.43 500.504.43 45.587 20.130.
false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC
w:\...\2006 scenario. wed WaterCAD v7.0 (07.00.049.00)
01/17/07 11:42:58 mllBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA [phone] Page 1 of 14
Scenario: 2006
Fire Flow Analysis
Fire Flow Report
label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow(gpm)(1j)Junction Pressure (gpm)
Total (1j)(psi)
Flow Total
Needed Flow
(psi)Needed
false N/A N/A N/A N/A N/A
false N/A N/A N/A N/A N/A
false 4.43 N/A N/A N/A N/A N/A
true 500.508.20.587 42.513.41
false N/A N/A N/A N/A N/A
false N/A N/A N/A N/A N/A
false 4.43 N/A N/A N/A N/A N/A
true 500.1 ,506.55.587 20.784.
true 19.48 500.519.48 53.587 20.759.
false N/A N/A N/A N/A N/A
false N/A N/A N/A N/A N/A
true 500.1 ,502.41.40 587 31.134.
true 500.509.56.587 20.754.
false N/A N/A N/A N/A N/A
true 500.509.60.587 20.814.
false N/A N/A N/A N/A N/A
true 12.40 500.512.40 55.587 20.741.48
true 14.1 ,500.514.44.587 20.160.
false 4.43 N/A N/A N/A N/A N/A
true 26.500.526.55.587 20.744.
true 21.500.521.62.587 20.764.
false N/A N/A N/A N/A N/A
true 17.500.517.39.20.939.
false 4.43 N/A N/A N/A N/A N/A
false N/A N/A N/A N/A N/A
false N/A N/A N/A N/A N/A
false N/A N/A N/A N/A N/A
false N/A N/A N/A N/A N/A
true 500.503.48.587 20.637.
false 4.43 500.N/A N/A N/A N/A N/A
false N/A N/A N/A N/A N/A
false N/A N/A N/A N/A N/A
false 4.43 N/A N/A N/A N/A N/A
true 10.500.510.46.587 21.601.
false N/A N/A N/A N/A N/A
false N/A N/A N/A N/A N/A
true 11.500.511.44,587 20.2,405.49
false N/A N/A N/A N/A N/A
false N/A N/A N/A N/A N/A
false N/A N/A N/A N/A N/A
false N/A N/A N/A N/A N/A
true 500.507.43.587 22.293.
false N/A N/A N/A N/A N/A
false N/A N/A N/A N/A N/A
true 500.503.31.917 20.711.
false 13.N/A N/A N/A N/A N/A
false N/A N/A N/A N/A N/A
false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC
w:\...\2006 scenario.wcd WaterCAD v7.0 (07,00.049.00)01/17/07 11:42:58 mJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA [phone] Page 2 of 14
Scenario: 2006
Fire Flow Analysis
Fire Flow Report
Label Satisfies Base Flow Needed Total Calculated Calculated Calculated Available
Fire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow
(gpm)Junction Pressure (gpm)
Total (psi)
Flow Total
Needed Flow
(psi)Needed
false N/A N/A N/A N/A N/A
false N/A N/A N/A N/A N/A
100 true 500.504.26.101 20.624.48
101 false N/A N/A N/A N/A N/A
102 false N/A N/A N/A N/A N/A
103 false N/A N/A N/A N/A N/A
104 true 500.1 ,500.42.917 20.156.
105 false N/A N/A N/A N/A N/A
106 false N/A N/A N/A N/A N/A
107 false 10.N/A N/A N/A N/A N/A
108 true 500.507.43.587 20.278.
109 false 4.44 N/A N/A N/A N/A N/A
110 false N/A N/A N/A N/A N/A
111 false N/A N/A N/A N/A N/A
112 false N/A N/A N/A N/A N/A
113 false N/A N/A N/A N/A N/A
114 true 500.505.44.587 22.375.
115 true 4.43 500.1 ,504.43 66.43 587 20.759.
116 true 500.505.45.587 20.447.
117 false N/A N/A N/A N/A N/A
118 false N/A N/A N/A N/A N/A
119 false N/A N/A N/A N/A N/A
120 true 500.507.45.587 20.328.
121 true 500.507.44.587 20.247.
122 false N/A N/A N/A N/A N/A
123 true 12.40 1 ,500.512.40 31.125 20.812.
124 false N/A N/A N/A N/A N/A
125 false 14.1 ,500.514.17.126 21.1,459.
126 false N/A N/A N/A N/A N/A
12~true 500.500.56.587 20.878.
128 true 500.501.34.917 20.894.46
131 false N/A N/A N/A N/A N/A
132 false N/A N/A N/A N/A N/A
133 false 12.N/A N/A N/A N/A N/A
134 false 10.N/A N/A N/A N/A N/A
135 false 26.N/A N/A N/A N/A N/A
136 false N/A N/A N/A N/A N/A
137 false N/A N/A N/A N/A N/A
138 false 10.500.N/A N/A N/A N/A N/A
139 false N/A N/A N/A N/A N/A
140 true 500.500.62,587 26.495.
141 false N/A N/A N/A N/A N/A
142 true 500.507.67.587 20.787.
143 false N/A N/A N/A N/A N/A
144 false N/A N/A N/A N/A N/A
145 false N/A N/A N/A N/A N/A
146 false N/A N/A N/A N/A N/A
147 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC
w:\...\2006 scenario.wcd WaterCAD v7.0 (07.00.049.00)
01/17/07 11 :42:58 mllBentley Systems, Inc. Haestad Methods Solution Center Watertown , CT 06795 USA [phone] Page 3 of 14
Scenario: 2006
Fire Flow Analysis
Fire Flow Report
Label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow(gpm)
(g)
Junction Pressure (gpm)
Total
(g)
(psi)
Flow Total
Needed Flow
(psi)Needed
148 true 500.509.44.587 20.359.
149 true 26.500.526.42.587 22.274.
150 false 500.N/A N/A N/A N/A N/A
151 true 11.500.511.45.587 20.339.
152 true 12.41 500.512.44.587 20.333.
153 true 4.43 500.504.43 44.587 20.331.
154 true 12.500.512.40 66.587 22.839.
155 true 15.500.515.66.587 20.696.43
156 true 500.500.62.587 30.2,467.
157 false N/A N/A N/A N/A N/A
158 true 22.500.1 ,522.60.587 36.48 2,436.
159 true 18.500.518.56.43 587 20.228.47
160 true 500.501.76.47 587 20.834.
161 true 12.40 500.512.51.587 20.121.
162 false N/A N/A N/A N/A N/A
163 true 6.42 500.506.76.587 22.834.
164 true 14.500.514.74.587 20.374.
165 false N/A N/A N/A N/A N/A
166 false 4.43 N/A N/A N/A N/A N/A
167 true 500.506.75.587 20.329.47
168 true 500.501.76.587 20.3,426.
169 false 4.43 N/A N/A N/A N/A N/A
170 false N/A N/A N/A N/A N/A
171 false N/A N/A N/A N/A N/A
172 true 500.506.78.587 20.817.47
173 false N/A N/A N/A N/A N/A
17L true 1.77 500.501.66.587 31.660.49
175 false N/A N/A N/A N/A N/A
176 false N/A N/A N/A N/A N/A
177 false 14.N/A N/A N/A N/A N/A
178 false N/A N/A N/A N/A N/A
179 false 24.N/A N/A N/A N/A N/A
180 false N/A N/A N/A N/A N/A
181 false N/A N/A N/A N/A N/A
182 false N/A N/A N/A N/A N/A
183 false N/A N/A N/A N/A N/A
184 true 500.503.99.360 20.533.
185 false N/A N/A N/A N/A N/A
186 true 500.507.62.360 48.501.
187 true 500.500.96.360 42.093.
188 false N/A N/A N/A N/A N/A
189 false N/A N/A N/A N/A N/A
190 false N/A N/A N/A N/A N/A
191 true 500.503.95.360 20.701.
192 false N/A N/A N/A N/A N/A
193 false 4.43 N/A N/A N/A N/A N/A
194 true 4.43 500.504.43 93.360 20.545.
195 false 22.N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMCw:\...\2006 scenario.wcd WaterCAD v7.0 (07.00,049.00)01/17/07 11 :42:58 gJ\JBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA [phone] Page 4 of 14
Scenario: 2006
Fire Flow Analysis
Fire Flow Report
Label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow
(gpm)(f!I Junction Pressure (gpm)
Total (f!I (psi)
Flow Total
Needed Flow
(psi)Needed
196 false 4.43 N/A N/A N/A N/A N/A
197 true 20.500.520.85.360 20.406.
198 false N/A N/A N/A N/A N/A
199 false N/A N/A N/A N/A N/A
200 false N/A N/A N/A N/A N/A
201 false N/A N/A N/A N/A N/A
202 false N/A N/A N/A N/A N/A
203 false N/A N/A N/A N/A N/A
204 false N/A N/A N/A N/A N/A
205 false N/A N/A N/A N/A N/A
206 false 4.43 N/A N/A N/A N/A N/A
207 false N/A N/A N/A N/A N/A
208 false N/A N/A N/A N/A N/A
209 false N/A N/A N/A N/A N/A
210 false N/A N/A N/A N/A N/A
211 false N/A N/A N/A N/A N/A
212 false N/A N/A N/A N/A N/A
213 false N/A N/A N/A N/A N/A
214 false N/A N/A N/A N/A N/A
215 false 10.N/A N/A N/A N/A N/A
216 true 500.507.68.587 20.803.
217 false N/A N/A N/A N/A N/A
218 true 500.501.74.587 20.805.42
219 false 22.N/A N/A N/A N/A N/A
220 true 500.500.71.587 20.799.
221 true 500.500.67.587 20.793.
222 false N/A N/A N/A N/A N/A
223 false 0.44 N/A N/A N/A N/A N/A
22~true 500.1 ,501 .66.587 20.789.49
225 true 500.504.67.587 20.780.40
226 true 500,1 ,508.58.41 587 27.397.
227 true 15.500.515.59.587 20.448.40
228 false 11.N/A N/A N/A N/A N/A
229 true 500.507.53.587 20.237.
230 true 500.509.52.587 20.206.
231 false N/A N/A N/A N/A N/A
232 true 15.1 ,500.515.54.587 20.244.
233 true 500.507.54.587 20.224.45
234 false 11.N/A N/A N/A N/A N/A
235 false N/A N/A N/A N/A N/A
236 false 12.41 N/A N/A N/A N/A N/A
237 false N/A N/A N/A N/A N/A
238 true 500.1 ,500.82.982 20.952.
239 false 2.42 N/A N/A N/A N/A N/A
240 false 23.N/A N/A N/A N/A N/A
241 false N/A N/A N/A N/A N/A
242 false 4.43 N/A N/A N/A N/A N/A
243 true 500.506.79.982 20.807.Title: INITIAL RUN Project Engineer: DMC
w:\...\2006 scenario.wcd WaterCAD v7,0 (07.00.049.00)01/17/07 11:42:58 ~entley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA [phone] Page 5 of 14
Scenario: 2006
Fire Flow Analysis
Fire Flow Report
label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow
(gpm)(1j)Junction Pressure (gpm)
Total (1j)(psi)
Flow Total
Needed Flow
(psi)Needed
244 true 10.500.1 ,510.80.982 20.786.48
245 false N/A N/A N/A N/A N/A
246 true 500.508.80.982 20.805.
247 false N/A N/A N/A N/A N/A
248 true 500.507.79.982 20.788.
249 true 500.505.78.982 20.802.
250 false N/A N/A N/A N/A N/A
251 true 500.507.77.982 20.744.40
252 false N/A N/A N/A N/A N/A
253 false N/A N/A N/A N/A N/A
254 false N/A N/A N/A N/A N/A
255 false N/A N/A N/A N/A N/A
256 false N/A N/A N/A N/A N/A
257 false N/A N/A N/A N/A N/A
258 false N/A N/A N/A N/A N/A
259 false N/A N/A N/A N/A N/A
260 true 500.502.37.587 20.43 066.
261 false N/A N/A N/A N/A N/A
262 false 4.43 N/A N/A N/A N/A N/A
263 false 4.43 N/A N/A N/A N/A N/A
264 true 1 ,500.508.36.587 20.44 004.
265 false N/A N/A N/A N/A N/A
266 true 15.500.515.34.267 20.926.
267 false 4.43'N/A N/A N/A N/A N/A
268 true 13.500.513.39.587 20.085.
269 true 500.507.39.587 20.081.
270 true 10.1 ,500.510.38.587 20.023.
271 true 500.502.36.587 20.964.
272 false N/A N/A N/A N/A N/A
273 true 500.507.35.587 20.974.
274 false N/A N/A N/A N/A N/A
275 true 500.509.36.587 20.022.
276 true 13.500.513.34.587 20.947.49
277 false 12.41 N/A N/A N/A N/A N/A
278 true 17.500.517.34.587 22.46 992.
279 false N/A N/A N/A N/A N/A
280 false N/A N/A N/A N/A N/A
281 false N/A N/A N/A N/A N/A
282 false 10.N/A N/A N/A N/A N/A
283 true 500.503.39.360 20.743.47
284 false 4.43 N/A N/A N/A N/A N/A
285 true 500.500.42.360 20.743.46
286 false N/A N/A N/A N/A N/A
287 true 500.509.58.360 20.743.46
288 true 14.500.514.57.360 20.743.46
289 true 500.506.56.360 20.743.47
290 true 4.43 500.504.43 50.360 20.743.
291 false 4.43 N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC
w:\...\2006 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 11:42:58 &lBentleySystems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA [phone] Page 6 of 14
Scenario: 2006
Fire Flow Analysis
Fire Flow Report
Label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow
(gpm)(Q)Junction Pressure (gpm)
Total (Q)(psi)
Flow Total
Needed Flow
(psi)Needed
292 false N/A N/A N/A N/A N/A
293 false N/A N/A N/A N/A N/A
294 false N/A N/A N/A N/A N/A
295 true 500.502.85.360 20.199.
296 false N/A N/A N/A N/A N/A
297 false N/A N/A N/A N/A N/A
298 true 500.500.55.360 20.780.41
299 false N/A N/A N/A N/A N/A
300 false N/A N/A N/A N/A N/A
301 false N/A N/A N/A N/A N/A
302 false N/A N/A N/A N/A N/A
303 true 500.500.56.360 20.812.
304 false N/A N/A N/A N/A N/A
305 true 13.500.513.63.587 26.739.
306 true 14.500.514.65.44 587 20.846.
307 true 500.509.67.587 20.848.
308 true 500.509.64.587 20.833.
309 true 15.500.515.69.587 20.866.
310 true 23.500.523.68.587 20.878.
311 false N/A N/A N/A N/A N/A
312 false 250.N/A N/A N/A N/A N/A
313 false N/A N/A N/A N/A N/A
314 true 500.500.54.360 20.784.
315 false N/A N/A N/A N/A N/A
316 false N/A N/A N/A N/A N/A
317 false N/A N/A N/A N/A N/A
318 true 13.500.513.65.587 20.767.
319 false 12.41 N/A N/A N/A N/A N/A
320 false 10.N/A N/A N/A N/A N/A
321 true 16.500.516.75.587 20.904.
322 false N/A N/A N/A N/A N/A
323 true 500.507.73.981 20.536.
325 false N/A N/A N/A N/A N/A
326 true 500.500.82.982 20.815.
327 false N/A N/A N/A N/A N/A
328 true 4.43 500.504.52.982 38.046.
329 false N/A N/A N/A N/A N/A
330 true 500.506.74.44 982 20.808.
331 false N/A N/A N/A N/A N/A
332 false N/A N/A N/A N/A N/A
333 false N/A N/A N/A N/A N/A
33~true 500.509.74.982 20.727.
335 false N/A N/A N/A N/A N/A
336 true 500.507.76.982 20.725.
337 true 500.507.77.47 982 20.717.
338 true 500.505.77.982 20.730.
339 false N/A N/A N/A N/A N/A
340 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC
W:\...\2006 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 11 :42:58 mllBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA [phone] Page 7 of 14
Scenario: 2006
Fire Flow Analysis
Fire Flow Report
Label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow(gpm)Junction Pressure (gpm)Total (psi)
Flow Total
Needed Flow
(psi)Needed
341 true 500.506.76.982 20.679.46
342 false 4.43 N/A N/A N/A N/A N/A
343 true 500.506.76.981 20.642.45
344 true 500.508.73.981 20.571 .
345 false 11.N/A N/A N/A N/A N/A
346 true 500.1 ,505.57.360 20.743.46
347 true 4.43 500.504.43 53.360 20.743.
348 false 12.41 N/A N/A N/A N/A N/A
349 false N/A N/A N/A N/A N/A
350 true 500.507.53.360 20.743.46
351 false 500.N/A N/A N/A N/A N/A
352 false 12.500.N/A N/A N/A N/A N/A
353 true 500.503.59.417 41.501.
354 true 11.500.511.52.417 20.813.
355 false 500.N/A N/A N/A N/A N/A
356 false 500.N/A N/A N/A N/A N/A
357 true 10.500.510.49.417 20.795.
358 false 500.N/A N/A N/A N/A N/A
359 false 500.N/A N/A N/A N/A N/A
360 true 500.500.26.359 27.43 617.
361 true 500.500.97.360 25.000.
364 false 500.N/A N/A N/A N/A N/A
365 false 500.N/A N/A N/A N/A N/A
366 false 500.N/A N/A N/A N/A N/A
367 false 500.N/A N/A N/A N/A N/A
368 false 500.N/A N/A N/A N/A N/A
369 false 500.N/A N/A N/A N/A N/A
370 true 500.500.66.982 24.740.
371 false 17.500.N/A N/A N/A N/A N/A
372 true 500.508.74.587 20.852.
373 false 500.N/A N/A N/A N/A N/A
374 false 500.N/A N/A N/A N/A N/A
375 false 500.N/A N/A N/A N/A N/A
376 false 13.500.N/A N/A N/A N/A N/A
377 false 500.N/A N/A N/A N/A N/A
378 false 11.500.N/A N/A N/A N/A N/A
379 false 500.N/A N/A N/A N/A N/A
380 false 12.500.N/A N/A N/A N/A N/A
381 true 500.501.53.587 25.535.
382 false 500.N/A N/A N/A N/A N/A
383 false 500.N/A N/A N/A N/A N/A
384 true 500.505.76.587 20.837.
385 true 500.500.71.587 20.800.
386 true 16.1 ,500.1 ,516.73.587 20.832.
387 false 1.58 500.N/A N/A N/A N/A N/A
388 false 500.N/A N/A N/A N/A N/A
389 true 500.500.73.587 20.802.48
390 false 500.N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMCw:\...\2006 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 11 :42:58 ~entley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA [phone] Page 8 of 14
Scenario: 2006
Fire Flow Analysis
Fire Flow Report
label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow
(gpm)
(g)
Junction Pressure (gpm)
Total
(g)
(psi)
Flow Total
Needed Flow
(psi)Needed
391 true 500.500.47.587 35.969.
392 true 500.507.72.587 20.802.
393 false 500.N/A N/A N/A N/A N/A
394 true 500.500.72.587 20.803.49
395 true 500.500.72.587 20.805.
396 false 500.N/A N/A N/A N/A N/A
397 false 500.N/A N/A N/A N/A N/A
398 true 500.500.74.587 20.801,
399 true 16.1 ,500.1 ,516.72.587 20.798.
400 true 12.500.512.71.47 587 20.798.
401 true 500.1 ,500.70.587 20.796.
402 true 500.502.72.48 587 20.799.
403 true 500.500.72.587 20.800.
404 true 500.500.68.587 20.798.
405 false 500.N/A N/A N/A N/A N/A
406 false 500.N/A N/A N/A N/A N/A
407 false 500.N/A N/A N/A N/A N/A
408 false 500.N/A N/A N/A N/A N/A
409 false 500.N/A N/A N/A N/A N/A
410 false 500.N/A N/A N/A N/A N/A
411 true 500.506.49.587 20.684.
412 true 11.500.511.57.587 20.710.
413 true 4.43 500.504.43 59.587 20.723.
414 true 1 ,500.503.41.417 20.781.
415 true 1 ,500.507.40.417 20.781.
416 false 500.N/A N/A N/A N/A N/A
417 false 1 ,500.N/A N/A N/A N/A N/A
418 true 500.509.55.587 20.160.
419 true 500.507.54.587 20.158.
420 false 11.51 500.N/A N/A N/A N/A N/A
421 true 500.506.45.587 20.038.
422 true 500.500,46.587 20.43 068.48
423 false 500.N/A N/A N/A N/A N/A
424 false 500.N/A N/A N/A N/A N/A
425 false 1 ,500.N/A N/A N/A N/A N/A
426 false 1 ,500.N/A N/A N/A N/A N/A
427 false 500.N/A N/A N/A N/A N/A
428 false 500.N/A N/A N/A N/A N/A
429 false 500.N/A N/A N/A N/A N/A
430 false 500.N/A N/A N/A N/A N/A
431 false 500.N/A N/A N/A N/A N/A
432 false 500.N/A N/A N/A N/A N/A
433 false 500.N/A N/A N/A N/A N/A
434 false N/A N/A N/A N/A N/A
435 false 1.77 500.N/A N/A N/A N/A N/A
436 true 1 ,500.503.46.982 20.940.
437 true 500.501.43.982 24.862.
438 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC
w:\...\2006 scenario. wed WaterCAD v7.0 (07.00.049.00)
01/17/07 11 :42:58 mIlBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA [phone] Page 9 of 14
Scenario: 2006
Fire Flow Analysis
Fire Flow Report
Label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvaiiableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow(gpm)IjJ)Junction Pressure (gpm)Total IjJ)(psi)
Flow Total
Needed Flow
(psi)Needed
439 true 500.501.20.440 34.505.
440 true 500.500.29.439 25.625.
441 false 10.N/A N/A N/A N/A N/A
442 false N/A N/A N/A N/A N/A
443 true 500.506.47.587 20.829.
444 true 500.500.74.587 20.828.
445 false N/A N/A N/A N/A N/A
446 true 1 ,500.507.73.587 20.827.
447 true 500.500.73.587 20.825.
448 true 500.500.69.587 20.825.
449 true 500.1 ,501.68.587 20.825.
450 false N/A N/A N/A N/A N/A
451 true 500.500.49.587 20.823.
452 false N/A N/A N/A N/A N/A
453 true 500.500.72.587 20.823.
454 false N/A N/A N/A N/A N/A
455 false N/A N/A N/A N/A N/A
456 true 500.501.71.587 20.820.
457 true 500.500.71.89 587 20.818.
458 false N/A N/A N/A N/A N/A
459 true 500.500.68.587 20.823.
460 true 500.500.40.587 20.823.
461 false N/A N/A N/A N/A N/A
462 false N/A N/A N/A N/A N/A
463 true 500.500.61.587 26.44 2,497.
464 true 500.500,63.45 587 21.33 591.
465 false N/A N/A N/A N/A N/A
466 true 1 ,500.500.65.587 20.729.
467 false N/A N/A N/A N/A N/A
468 true 500.500.58.40 587 29.346.
469 true 500.500.23.470 20.567.
470 true 500.500.59.587 27.414.
471 false N/A N/A N/A N/A N/A
472 false N/A N/A N/A N/A N/A
473 false N/A N/A N/A N/A N/A
474 false N/A N/A N/A N/A N/A
475 faise N/A N/A N/A N/A N/A
476 true 500.500.64.587 24.579.
477 false N/A N/A N/A N/A N/A
478 false N/A N/A N/A N/A N/A
479 false N/A N/A N/A N/A N/A
480 false N/A N/A N/A N/A N/A
481 false N/A N/A N/A N/A N/A
482 true 1 ,500.500.73.587 20.816.
483 false N/A N/A N/A N/A N/A
484 false N/A N/A N/A N/A N/A
485 true 1 ,500.500.71.587 20.816.
486 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMCw:\...\2006 scenario.wcd WaterCAD v7.0 (07.00.049.00)
01/17/07 11 :42:58 g)\JBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA [phone] Page 10 of 14
Scenario: 2006
Fire Flow Analysis
Fire Flow Report
label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow(gpm)!iJ!Junction Pressure (gpm)
Total !iJ!(psi)
Flow TotalNeededFlow
(psi)Needed
487 false N/A N/A N/A N/A N/A
488 false N/A N/A N/A N/A N/A
489 false N/A N/A N/A N/A N/A
490 false N/A N/A N/A N/A N/A
491 false 4.43 N/A N/A N/A N/A N/A
492 false 4.43 N/A N/A N/A N/A N/A
493 false N/A N/A N/A N/A N/A
494 false N/A N/A N/A N/A N/A
495 false N/A N/A N/A N/A N/A
496 false N/A N/A N/A N/A N/A
497 false 33.N/A N/A N/A N/A N/A
498 false 11.N/A N/A N/A N/A N/A
499 true 500.500.55.360 20.743.47
500 true 500.508.57.360 20.743.46
501 true 10.500.510.57.360 20.743.47
502 true 14.500.514.55.360 20.743.
503 false N/A N/A N/A N/A N/A
504 true 1 ,500.1 ,500.64.587 46.999.
505 false N/A N/A N/A N/A N/A
506 true 1 ,500.500.65.587 45.43 999.
507 false N/A N/A N/A N/A N/A
508 true 10.1 ,500.510.60.587 20.755.
509 false N/A N/A N/A N/A N/A
510 true 500.507.51.587 27.2,403.
511 true 11.500.511.60.587 20.753.
512 false N/A N/A N/A N/A N/A
513 false N/A N/A N/A N/A N/A
514 true 500.505.57.587 20.746.
515 true 500.507.61.587 20.737.
516 false N/A N/A N/A N/A N/A
517 false N/A N/A N/A N/A N/A518true500.502.56.587 20.745.
519 false N/A N/A N/A N/A N/A
520 true 500.505.56.587 20.744.
521 false N/A N/A N/A N/A N/A
522 true 500.1 ,506.71.96 981 20.561.43
523 true 500.502.62.981 20.561.
524 false 15.N/A N/A N/A N/A N/A
525 true 500.502.54.587 20.163.
527 false N/A N/A N/A N/A N/A
528 false N/A N/A N/A N/A N/A
529 false 11.N/A N/A N/A N/A N/A
530 false N/A N/A N/A N/A N/A
531 false N/A N/A N/A N/A N/A
532 true 500.507.62.587 20.769.
533 false N/A N/A N/A N/A N/A
534 true 500.507.60.587 20.632.
535 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMCw:\...\2006 scenario,wCd WaterCAD v7.0 (07.00.049,00)01/17/07 11 :42:58 lWBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA [phone] Page 11 of 14
Scenario: 2006
Fire Flow Analysis
Fire Flow Report
Label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow
(gpm)Junction Pressure (gpm)
Total (psi)
Flow Total
Needed Flow
(psi)Needed
536 true 4.43 500.504.43 62.587 20.727.
537 false 14.N/A N/A N/A N/A N/A
538 true 500.1 ,502.63.587 20.771.41
539 false N/A N/A N/A N/A N/A
540 true 500.505.65.587 20.771.
541 false N/A N/A N/A N/A N/A
542 true 12.40 500.512.40 68.587 20.772.
543 true 1 ,500.505.75.587 20.856.
544 true 8.46 1 ,500.1 ,508.46 75.587 20.856.
546 true 500.507.72.587 20.856.
547 true 1 ,500.502.72.587 20.800.
548 false N/A N/A N/A N/A N/A
549 true 500.507.69.48 587 20.797.
550 true 500.500.69.587 20.797.42
551 true 1 ,500.500.69.48 587 20.796.
552 false N/A N/A N/A N/A N/A
553 true 22.500.1 ,522.70.587 20.797.
55L1 true 17.1 ,500.517.69.587 20.797.
555 true 500.509.68.587 20.797.
556 false N/A N/A N/A N/A N/A
557 false N/A N/A N/A N/A N/A
558 false N/A N/A N/A N/A N/A
559 true 14.500.514.68.587 20.795.
560 false N/A N/A N/A N/A N/A
561 true 500.507.70.587 20.795.
562 true 1 ,500.500.70.587 20.794.
563 false N/A N/A N/A N/A N/A
564 false N/A N/A N/A N/A N/A
565 false N/A N/A N/A N/A N/A
566 false N/A N/A N/A N/A N/A
567 true 500.503.72.48 587 20.796.
568 false 14.N/A N/A N/A N/A N/A
569 false N/A N/A N/A N/A N/A
570 false 14.N/A N/A N/A N/A N/A
571 true 20.500.520.50.360 20.781.
572 true 11.500.511.52.360 20.781.
573 false N/A N/A N/A N/A N/A
574 true 500.508.52.360 20.781.
575 false N/A N/A N/A N/A N/A
576 true 11.500.511.56.360 20.784.
577 true 15.500.515.57.360 20.784.
578 false N/A N/A N/A N/A N/A
579 true 13.500.513.57.360 20.784.
J-580 false 4.43 N/A N/A N/A N/A N/A
581 false N/A N/A N/A N/A N/A
582 false N/A N/A N/A N/A N/A
583 true 500.1 ,503.58.360 20.784.
584 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC
w:\...\2006 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 11 :42:58 ~entley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA [phone] Page 12 of 14
Scenario: 2006
Fire Flow Analysis
Fire Flow Report
label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow(gpm)
(g)
Junction Pressure (gpm)Total
(g)
(psi)
Flow TotalNeededFlow
(psi)Needed
585 true 500.500.51.360 20.784.
586 false N/A N/A N/A N/A N/A587true500.507.33.278 25.006.
588 true 500.500.75.982 20.894.
589 false N/A N/A N/A N/A N/A
590 true 500.500.68.982 24.744.
591 false N/A N/A N/A N/A N/A
592 true 500.500.65.982 28.643.
593 false 70.N/A N/A N/A N/A N/A594falseN/A N/A N/A N/A N/A595falseN/A N/A N/A N/A N/A
596 true 500.500.76.982 20.849.597 false N/A N/A N/A N/A N/A
598 true 500.500.76.982 20.840.599 false N/A N/A N/A N/A N/A
600 false N/A N/A N/A N/A N/A
601 false N/A N/A N/A N/A N/A
602 true 500.508.66.982 24.717.44603falseN/A N/A N/A N/A N/A
604 true 500.500.59.982 32.414.605 true 500.502.76.982 20.820.
606 false N/A N/A N/A N/A N/A607true500.501.78.982 20.776.
608 true 500.500.73.982 20.776.609 false N/A N/A N/A N/A N/A
610 false N/A N/A N/A N/A N/A
611 false N/A N/A N/A N/A N/A
612 false N/A N/A N/A N/A N/A613falseN/A N/A N/A N/A N/A
61L false N/A N/A N/A N/A N/A615falseN/A N/A N/A N/A N/A
616 false N/A N/A N/A N/A N/A
617 false N/A N/A N/A N/A N/A618falseN/A N/A N/A N/A N/A619falseN/A N/A N/A N/A N/A
620 false N/A N/A N/A N/A N/A
621 true 500.500.62.587 20.726.
622 true 500.500.61.587 20.650.
623 false N/A N/A N/A N/A N/A
62.:1 true 500.500.61.587 21.682.41628false19.N/A N/A N/A N/A N/A
636 false N/A N/A N/A N/A N/A637true12.40 500.512.40 76.360 20.519.
638 false 14.N/A N/A N/A N/A N/A
639 true 23.500.1 ,523.64.360 43.530.640 false 15.N/A N/A N/A N/A N/A
650 false 20.N/A N/A N/A N/A N/A
651 false 11.N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMCw:\...\2006 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 11:42:58 ~entley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA [phone] Page 13 of 14
Scenario: 2006
Fire Flow Analysis
Fire Flow Report
label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow
(gpm)(?!J Junction Pressure (gpm)
Total (?!J (psi)
Flow Total
Needed Flow
(psi)Needed
653 false 15.N/A N/A N/A N/A N/A
654 false 19.48 N/A N/A N/A N/A N/A
655 false 16.N/A N/A N/A N/A N/A
656 false 21.N/A N/A N/A N/A N/A
657 false 15.N/A N/A N/A N/A N/A
658 false N/A N/A N/A N/A N/A
659 false N/A N/A N/A N/A N/A
660 false N/A N/A N/A N/A N/A
661 false N/A N/A N/A N/A N/A
J- 750 false N/A N/A N/A N/A N/A
751 false 4.43 500.N/A N/A N/A N/A N/A
752 false 18.500.N/A N/A N/A N/A N/A
753 true 500.500.61.132 20.086.
754 false 500.N/A N/A N/A N/A N/A
813 false 500.N/A N/A N/A N/A N/A
814 false 500.N/A N/A N/A N/A N/A
822 false N/A N/A N/A N/A N/A
823 true 500.500.24.138 23.501.
824 true 500.500.21.150 21.45 501.
825 false N/A N/A N/A N/A N/A
826 false N/A N/A N/A N/A N/A
827 false N/A N/A N/A N/A N/A
834 false N/A N/A N/A N/A N/A
842 false N/A N/A N/A N/A N/A844false500.N/A N/A N/A N/A N/A
845 false 500.N/A N/A N/A N/A N/A
846 false 500.N/A N/A N/A N/A N/A
847 false 500.N/A N/A N/A N/A N/A
848 false 500.N/A N/A N/A N/A N/A
849 false 500.N/A N/A N/A N/A N/A
851 true 500.500.73.982 43.501.
852 true 500.500.73.982 43.501.
853 false N/A N/A N/A N/A N/A
901 false 500.N/A N/A N/A N/A N/A906false500.N/A N/A N/A N/A N/A
917 false 500.N/A N/A N/A N/A N/A
981 false 500.N/A N/A N/A N/A N/A982false1 ,500.N/A N/A N/A N/A N/A
Title: INITIAL RUN Project Engineer: DMCw:\...\2006 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 11:42:58 mllBentley Systems, Inc. Haestad Methods Solution Center Watertown , CT 06795 USA [phone] Page 14 of 14
Scenario: 2006
Fire Flow Analysis
Junction Report
Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure
(ft)(gpm)(Calculated)Hydraulic Grade (psi)
(gpm)(ft)
558.Zone Demand COMMERCIAL 765.89.
558.Zone Demand COMMERCIAL 764.89.
556.Zone Demand RESIDENTIAL 764.89.
557.Zone Demand COMMERCIAL 763.42 89.
559.Zone Demand COMMERCIAL 763.88.
558.Zone Demand RESIDENTIAL 763.88.
557,Zone Demand COMMERCIAL 763.89.
557.Zone Demand 94.IRRIGATION 94.762.89.
555.Zone Demand 5.48 COMMERCIAL 5.48 762.89.
550.Zone Demand Composite 762.91.
554.Zone Demand COMMERCIAL 762.90,
556.Zone Demand RESIDENTIAL 762.89.
557.Zone Demand 15.RESIDENTIAL 15.762.89.
555.Zone Demand 4.43 Composite 4.43 763.89.
558.Zone Demand RESIDENTIAL 762.88.
552.Zone Demand 10.RESIDENTIAL 10.762.91.
555.Zone Demand RESIDENTIAL 762.89.
554.Zone Demand RESIDENTIAL 762.90.
552.Zone Demand Composite 762.91.
553.Zone Demand COMMERCIAL 762.90.
554.Zone Demand RESIDENTIAL 762.89.
553.Zone Demand Composite 762.90.45
557.Zone Demand 11.RESIDENTIAL 11.762.89.
553.Zone Demand 5.44 Composite 5.44 762.90.
556.Zone Demand RESIDENTIAL 762.89.
554.Zone Demand RESIDENTIAL 762.90.
555.Zone Demand RESIDENTIAL 762.89.
558.Zone Demand 14.RESIDENTIAL 14.762.88.
556.Zone Demand 12.40 RESIDENTIAL 12.40 762.89.
579.Zone Demand RESIDENTIAL 763.79,
581.Zone Demand RESIDENTIAL 762.78.
585.Zone Demand 11.RESIDENTIAL 11.763.76.
595.Zone Demand RESIDENTIAL 763.72.
596.Zone Demand RESIDENTIAL 763.72.
597.Zone Demand 10.RESIDENTIAL 10.763.71.
604.Zone Demand 4.43 RESIDENTIAL 4.43 763.68.
601.Zone Demand RESIDENTIAL 763.44 70.
603.Zone Demand RESIDENTIAL 763.69.
591.Zone Demand RESIDENTIAL 763.74.
592.Zone Demand RESIDENTIAL 763.74.
591.Zone Demand RESIDENTIAL 763.74.
590.Zone Demand RESIDENTIAL 763.75,
581.Zone Demand COMMERCIAL 763.45 78.
590.Zone Demand RESIDENTIAL 763.75.
594.Zone Demand RESIDENTIAL 763.73.
602.Zone Demand RESIDENTIAL 763.43 69.
596.Zone Demand 4.43 RESIDENTIAL 4.43 763.43 72.44
593.Zone Demand RESIDENTIAL 763.43 73.
601.Zone Demand RESIDENTIAL 763.42 70.
603.Zone Demand RESIDENTIAL 763.69.
606.Zone Demand 4.43 RESIDENTIAL 4.43 763.68.
609.Zone Demand RESIDENTIAL 763.66.Title: INITIAL RUN Project Engineer: DMCw:\...\2006 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 11 :43:15 m-mentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA [phone] Page 1 of 13
Scenario: 2006
Fire Flow Analysis
Junction Report
label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure
(ft)(gpm)(Calculated)Hydraulic Grade (psi)
(gpm)(ft)
605.Zone Demand RESIDENTIAL 763.68.46
604.Zone Demand RESIDENTIAL 763.68.
607.Zone Demand 4.43 RESIDENTIAL 4.43 763.67.
608.Zone Demand RESIDENTIAL 763.66.
610.Zone Demand 19.48 RESIDENTIAL 19.48 763.66.
606.Zone Demand RESIDENTIAL 763.68.
618.Zone Demand RESIDENTIAL 763.62.
615.Zone Demand Composite 763.64.
604.Zone Demand RESIDENTIAL 763.68.
600.Zone Demand RESIDENTIAL 763.70.
597.Zone Demand RESIDENTIAL 763.71.
595.Zone Demand RESIDENTIAL 763.72.
595.Zone Demand 12.40 RESIDENTIAL 12.40 763.72.
604.Zone Demand 14.RESIDENTIAL 14.763.68.
604.Zone Demand 4.43 RESIDENTIAL 4.43 763.68.
603.Zone Demand 26.RESIDENTIAL 26.763.69.
585.Zone Demand 21.RESIDENTIAL 21.762.76.
587.Zone Demand RESIDENTIAL 2,762.76.
600.Zone Demand 17.RESIDENTIAL 17.762.70.47
602.Zone Demand 4.43 RESIDENTIAL 4.43 762.69.
589.Zone Demand RESIDENTIAL 762.75.
617.Zone Demand RESIDENTIAL 763.63.
606.Zone Demand RESIDENTIAL 763.67.
611.Zone Demand RESIDENTIAL 763.65.
617.Zone Demand RESIDENTIAL 763.63.
618.Zone Demand 4.43 RESIDENTIAL 4.43 763.62.
616.Zone Demand RESIDENTIAL 763.63.
613.50 Zone Demand RESIDENTIAL 763.64.
607.Zone Demand 4.43 RESIDENTIAL 4.43 763.67.
619.Zone Demand 10.RESIDENTIAL 10.763.42 62.
624.Zone Demand RESIDENTIAL 763.60.
626.Zone Demand RESIDENTIAL 764.60.
623.Zone Demand 11.RESIDENTIAL 11.764.61.
618.Zone Demand RESIDENTIAL 763.63.
618.Zone Demand RESIDENTIAL 763.63.
618.Zone Demand RESIDENTIAL 763.63.
618.Zone Demand RESIDENTIAL 763.63.
616.Zone Demand RESIDENTIAL 763.63.
619.Zone Demand RESIDENTIAL 763.62.
619.Zone Demand RESIDENTIAL 763.62.
618.Zone Demand RESIDENTIAL 763.62.
619.Zone Demand 13.RESIDENTIAL 13.763.62.
621.Zone Demand Composite 763.61.
615.Zone Demand RESIDENTIAL 763.64.
612.Zone Demand RESIDENTIAL 763.65.
611.Zone Demand RESIDENTIAL 763.65.
100 609.Zone Demand Composite 763.66.44
101 610.Zone Demand RESIDENTIAL 763.66.
102 615.Zone Demand RESIDENTIAL 763.64.
103 615.Zone Demand RESIDENTIAL 763.64.
104 607.Zone Demand RESIDENTIAL 763.67.
105 603.Zone Demand RESIDENTIAL 763.69.
Title: INITIAL RUN
w:\...\2006 scenario.wcd
01/17/0.7 11 :43: 15 m-.mentley Systems, Inc.
Project Engineer: DMC
WaterCAD v7.0 (07.00.049.00)Haestad Methods Solution Center Watertown, CT 06.795 USA +1-203-.755-1666 Page 2 of 13
Scenario: 2006
Fire Flow Analysis
Junction Report
Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure
(ft)(gpm)(Calculated)Hydraulic Grade (psi)
(gpm)(ft)
106 593.Zone Demand RESIDENTIAL 763.73.
107 612.Zone Demand 10.Composite 10.763.65.
108 612.Zone Demand RESIDENTIAL 763.65.
109 610.Zone Demand 4.44 RESIDENTIAL 4.44 763.66.
110 610.Zone Demand RESIDENTIAL 763.66.
111 610.Zone Demand RESIDENTIAL 763.66.
112 614.Zone Demand RESIDENTIAL 763.64.49
113 611.Zone Demand RESIDENTIAL 763.65.
114 617.Zone Demand RESIDENTIAL 763.63.
115 564.Zone Demand 4.43 RESIDENTIAL 4.43 762.85.
116 620.Zone Demand RESIDENTIAL 764.62.
117 621.Zone Demand RESIDENTIAL 764.61.
118 579.Zone Demand RESIDENTIAL 790.91.
119 623.Zone Demand RESIDENTIAL 765.61.47
120 624.Zone Demand RESIDENTIAL 765.61.
121 627.Zone Demand RESIDENTIAL 767.60.41
122 618.Zone Demand RESIDENTIAL 764.63.
123 624.Zone Demand 12.40 RESIDENTIAL 12.40 764.60.43
124 588.Zone Demand RESIDENTIAL 775.81.
125 623.Zone Demand 14.RESIDENTIAL 14.764.61.
126 620.Zone Demand RESIDENTIAL 764.62.
127 605.Zone Demand RESIDENTIAL 763.68.
128 619.Zone Demand RESIDENTIAL 763.62.
131 553.Zone Demand COMMERCIAL 762.90.
132 624.50 Zone Demand RESIDENTIAL 763.60.
133 564.Zone Demand 12.40 RESIDENTIAL 12.40 762.85.
134 558.Zone Demand 10.RESIDENTIAL 10.762.88.
135 557.50 Zone Demand 26.COMMERCIAL 26.762.88.
136 626.Zone Demand RESIDENTIAL 765.60.
137 553.Zone Demand 1.77 RESIDENTIAL 762.90.
138 638.Zone Demand 10.RESIDENTIAL 10.767.55.
139 554.Zone Demand RESIDENTIAL 762.90.
140 554.Zone Demand COMMERCIAL 762.90.
141 554.Zone Demand RESIDENTIAL 762.90.
142 554.Zone Demand RESIDENTIAL 762.90.
143 610.Zone Demand RESIDENTIAL 763.66.
144 611 .Zone Demand RESIDENTIAL 763.65.
145 566.Zone Demand RESIDENTIAL 762.45 84.
146 563.Zone Demand RESIDENTIAL 762.86.
147 615.Zone Demand RESIDENTIAL 762.63.
148 623.Zone Demand RESIDENTIAL 765.61.
149 621.Zone Demand 26.RESIDENTIAL 26.764.62.
150 620.Zone Demand RESIDENTIAL 765.62.
151 624.Zone Demand 11.RESIDENTIAL 11.765.45 60.
152 625.Zone Demand 12.41 RESIDENTIAL 12.41 765.48 60.
153 626.Zone Demand RESIDENTIAL 4.43 765.60.
154 561.Zone Demand 12.40 RESIDENTIAL 12.765.88.
155 556.50 Zone Demand 15.RESIDENTIAL 15.765.90.
156 556.Zone Demand RESIDENTIAL 765.90.40
157 559.50 Zone Demand COMMERCIAL 766.89.43
158 562.Zone Demand 22.Composite 22.766.88.
159 561.Zone Demand 18.RESIDENTIAL 18.766.89.Title: INITIAL RUN Project Engineer: DMC
w:\...\2006 scenario. wed WaterCAD v7.0 (07.00.049.00)
01/17/07 11:43:15 mJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA [phone] Page 3 of 13
Scenario: 2006
Fire Flow Analysis
Junction Report
Label Elevation Zone Type Base Flow Pattern Dernand Calculated Pressure
(ft)(gprn)(Calculated)Hydraulic Grade (psi)
(gpm)(ft)
160 560.Zone Dernand Composite 766.89.
161 565.Zone Demand 12.40 RESIDENTIAL 12.40 766.87.
162 559.Zone Demand RESIDENTIAL 767.89.
163 558.Zone Demand 6.42 Composite 767.90.
164 556.Zone Demand 14.RESIDENTIAL 14.767,91.
165 557.Zone Demand RESIDENTIAL 767.90.
166 555.Zone Demand 4.43 RESIDENTIAL 4.43 767.92.
167 554.Zone Demand RESIDENTIAL 767.92.
168 553.Zone Demand Composite 768.92.
169 553.Zone Demand 4.43 RESIDENTIAL 4.43 768.92.
170 554.Zone Demand Composite 768.92.
171 556.Zone Demand Composite 768.91.
172 555.Zone Demand RESIDENTIAL 768.92.
173 556.Zone Demand Composite 768.91.
174 557.Zone Demand RESIDENTIAL 768.91.
175 557.Zone Demand RESIDENTIAL 768.91.46
176 559.Zone Demand IRRIGATION 768.90.
177 559.Zone Demand 14.Composite 14.767.90.
178 557.Zone Demand RESIDENTIAL 767,91.
179 559.Zone Demand 24.Composite 24.775.93.
180 553.Zone Demand RESIDENTIAL 777.96.
181 549.Zone Demand RESIDENTIAL 777.98.
182 550.Zone Demand RESIDENTIAL 777.98.
183 548.Zone Demand RESIDENTIAL 777.99.
184 548.Zone Demand RESIDENTIAL 777.99.
185 549.Zone Demand RESIDENTIAL 777.98.
186 547.Zone Demand RESIDENTIAL 777.99.
187 546.Zone Demand RESIDENTIAL 777.99.
188 551.Zone Demand RESIDENTIAL 777.97.
189 553.Zone Demand RESIDENTIAL 777.96.
190 553.Zone Demand RESIDENTIAL 777.96.
191 552.Zone Demand RESIDENTIAL 777.97.
192 552.Zone Demand Composite 777.97,
193 551.Zone Demand 4.43 RESIDENTIAL 4.43 777.97.
194 553.Zone Demand 4.43 RESIDENTIAL 4.43 777.96.
195 555.Zone Demand 22.Composite 22.777.96,
196 556.Zone Demand 4.43 RESIDENTIAL 777.95.
197 551.Zone Demand 20.Composite 20.771.95.
198 553.Zone Demand RESIDENTIAL 777.96.
199 549.Zone Demand RESIDENTIAL 777.98.45
200 616.Zone Demand Composite 763.43 63.
201 617.Zone Demand RESIDENTIAL 763.43 63.
202 601.Zone Demand RESIDENTIAL 763.42 70.
203 600.Zone Demand RESIDENTIAL 763.70.
204 603.Zone Demand RESIDENTIAL 763.69.40
205 603.Zone Demand RESIDENTIAL 763.42 69.
206 603.Zone Demand 4.43 RESIDENTIAL 4.43 763.42 69.40
207 603.Zone Demand RESIDENTIAL 763.69.
208 599.Zone Demand RESIDENTIAL 763.42 71.
209 577.Zone Demand RESIDENTIAL 763.45 80.
210 597.Zone Demand RESIDENTIAL 763.45 72.
211 597.Zone Demand RESIDENTIAL 763.45 71.Title: INITIAL RUN Project Engineer: DMCw:\...\2006 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 11:43:15 ~entley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA [phone] Page 4 of 13
Scenario: 2006
Fire Flow Analysis
Junction Report
label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure
(ft)(gpm)(Calculated)Hydraulic Grade (psi)
(gpm)(ft)
212 591.Zone Demand RESIDENTIAL 763.45 74.
213 592.Zone Demand RESIDENTIAL 763.45 74.
214 587.Zone Demand RESIDENTIAL 763.45 76.
215 552.Zone Demand 10.RESIDENTIAL 10.762.91.
216 553.Zone Demand RESIDENTIAL 762.90.
217 553.Zone Demand RESIDENTIAL 762.90.46
218 554.Zone Demand COMMERCIAL 762.90.
219 554.Zone Demand 22.IRRIGATION 22.762.47 89.
220 557.Zone Demand RESIDENTIAL 762.88.
221 563.Zone Demand RESIDENTIAL 762.86.
222 564.Zone Demand RESIDENTIAL 762.85.
223 564.Zone Demand 0.44 COMMERCIAL 0.44 762.85.
224 561.Zone Demand RESIDENTIAL 762.86.
225 562.Zone Demand COMMERCIAL 762.86.42
226 561.Zone Demand RESIDENTIAL 762.87.
227 565.Zone Demand 15.RESIDENTIAL 15.762.85.
228 2;566.Zone Demand 11.RESIDENTIAL 11.762.84.
229 568.Zone Demand RESIDENTIAL 762.83.
230 569.Zone Demand RESIDENTIAL 762.83.
231 558.Zone Demand RESIDENTIAL 762.88.
232 565.Zone Demand 15.Composite 15.762.85.
233 565.Zone Demand Composite 762.85.
234 565.Zone Demand 11.COMMERCIAL 11.796.99.
235 603.Zone Demand Fixed 763.42 69.40
236 613.Zone Demand 12.41 RESIDENTIAL 12.41 763.41 65.
237 565.Zone Demand IRRIGATION 795.99.
238 568.Zone Demand Composite 790.96.
239 569.Zone Demand 2.42 RESIDENTIAL 2.42 790.95.
240 569.Zone Demand 23.IRRIGATION 23.789.95.
241 583.Zone Demand RESIDENTIAL 790.89.
242 570.Zone Demand 4.43 RESIDENTIAL 4.43 788.94.
243 568.Zone Demand RESIDENTIAL 787.94.
244 566.Zone Demand 10.RESIDENTIAL 10.786.95.
245 564.Zone Demand RESIDENTIAL 787.96.
246 569.Zone Demand RESIDENTIAL 787.94.
247 572.Zone Demand RESIDENTIAL 779.89.
248 571.Zone Demand RESIDENTIAL 786.93.
249 570.Zone Demand RESIDENTIAL 786.93.
250 571.Zone Demand Composite 786.93.
251 573.Zone Demand RESIDENTIAL 785.91.
252 570.Zone Demand IRRIGATION 786.93.
253 571.Zone Demand RESIDENTIAL 786.92.
254 573.Zone Demand RESIDENTIAL 785.91.
255 573.Zone Demand RESIDENTIAL 785.91.
256 577.Zone Demand COMMERCIAL 785.90.
257 628.Zone Demand RESIDENTIAL 768.60.
258 639.Zone Demand RESIDENTIAL 769.56.
259 638.Zone Demand RESIDENTIAL 769.56.
260 635.Zone Demand RESIDENTIAL 769.58.
261 633.Zone Demand 1.77 RESIDENTIAL 769.59.
262 634.Zone Demand 4.43 RESIDENTIAL 769.58.
263 625.Zone Demand 4.43 RESIDENTIAL 4.43 769.62.Title: INITIAL RUN Project Engineer: DMCw:\...\2006 scenario.wcd WaterCAD v7.0 (07.00,049.00)01/17/07 11:43:15 MlBentley Systems, Inc. Haestad Methods Solution Center Watertown , CT 06795 USA [phone] Page 5 of 13
Scenario: 2006
Fire Flow Analysis
Junction Report
Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure
(ft)(gpm)(Calculated)Hydraulic Grade (psi)
(gpm)(ft)
264 634.Zone Demand RESIDENTIAL 769.58.
265 633.Zone Demand RESIDENTIAL 769.59.
266 635.Zone Demand 15.RESIDENTIAL 15.769.58.
267 636.Zone Demand 4.43 RESIDENTIAL 4.43 769.57.
268 632.Zone Demand 13.RESIDENTIAL 13.769.59.
269 633.Zone Demand RESIDENTIAL 770.59.40
270 630.Zone Demand 10.RESIDENTIAL 10.770.60.
271 632.Zone Demand Composite 770.59.
272 638.Zone Demand RESIDENTIAL 770.57.
273 634.Zone Demand RESIDENTIAL 770.58.
274 634.Zone Demand RESIDENTIAL 770.58.
275 635.Zone Demand RESIDENTIAL 770.58.
276 635.Zone Demand 13.RESIDENTIAL 13.770.58.
277 636.Zone Demand 12.41 RESIDENTIAL 12.41 770.58.
278 641.Zone Demand 17.RESIDENTIAL 17.770.46 56.
279 638.Zone Demand Composite 770.57.
280 639.Zone Demand RESIDENTIAL 770.57.
281 653.Zone Demand Composite 820.72.
282 644.Zone Demand 10.RESIDENTIAL 10.820.76.48
283 640.Zone Demand Composite 820.78.
284 638.Zone Demand 4.43 RESIDENTIAL 4.43 820.79.
285 636.Zone Demand Fixed 820.80.
286 635,Zone Demand RESIDENTIAL 820.80.44
287 639.Zone Demand RESIDENTIAL 821.78.
288 637.Zone Demand 14.RESIDENTIAL 14.821.79.
289 644.Zone Demand RESIDENTIAL 821.76.
290 647,Zone Demand 4.43 RESIDENTIAL 4.43 821.14 75.
291 643.Zone Demand 4.43 RESIDENTIAL 4.43 821.77.
292 654.Zone Demand RESIDENTIAL 821.72.
293 654,Zone Demand Composite 821.31 72.
294 667.Zone Demand IRRIGATION 827.69.
295 565,Zone Demand COMMERCIAL 795.99.
296 667.Zone Demand RESIDENTIAL 828.69.
297 667.Zone Demand RESIDENTIAL 828.69.
298 665,Zone Demand RESIDENTIAL 830.71.
299 670.Zone Demand RESIDENTIAL 830.69.
300 670.Zone Demand RESIDENTIAL 830.69.
301 664.Zone Demand RESIDENTIAL 831.49 72.46
302 664.Zone Demand RESIDENTIAL 830.40 71.
303 667.Zone Demand RESIDENTIAL 832.71.
304 670.Zone Demand RESIDENTIAL 832.70.
305 667.Zone Demand 13.RESIDENTIAL 13.833.72.
306 665.Zone Demand 14.RESIDENTIAL 14,834.73.
307'664.Zone Demand RESIDENTIAL 836.74.
308 670.Zone Demand RESIDENTIAL 836.72.
309 660.Zone Demand 15.RESIDENTIAL 15.838.77.
310 662.Zone Demand 23.RESIDENTIAL 23.839.76.
311 665.Zone Demand RESIDENTIAL 830.71.
312 655.Zone Demand 250.Composite 250.837.78.
313 652.Zone Demand RESIDENTIAL 838.80.
314 660.Zone Demand RESIDENTIAL 830.73.
315 645.Zone Demand RESIDENTIAL 842.85.Title: INITIAL RUN Project Engineer: DMC
w:\...\2006 scenario,wcd WaterCAD v7.0 (07.00.049.00)
01/17/07 11:43:15 MllBentley Systems, Inc. Haestad Methods Solution Center Watertown , CT 06795 USA [phone] Page 6 of 13
Scenario: 2006
Fire Flow Analysis
Junction Report
Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure
(ft)(gpm)(Calculated)Hydraulic Grade (psi)
(gpm)(ft)
316 643.Zone Demand RESIDENTIAL 773.56.
317 631.Zone Demand RESIDENTIAL 763.57.
318 577.Zone Demand 13.RESIDENTIAL 13.763.44 80.45
319 566.Zone Demand 12.41 Composite 12.41 762.45 84.
320 563.Zone Demand 10.RESIDENTIAL 10.762.86.
321 647.Zone Demand 16.RESIDENTIAL 16.841 .83.
322 592.Zone Demand RESIDENTIAL 772.78.
323 572.Zone Demand RESIDENTIAL 778.89.
325 645.Zone Demand RESIDENTIAL 842.85.
326 565.Zone Demand RESIDENTIAL 787.48 96.
327 565.Zone Demand RESIDENTIAL 787.95.
328 565.Zone Demand 4.43 RESIDENTIAL 4.43 787.96.
329 565.Zone Demand RESIDENTIAL 787.95.
330 565.Zone Demand RESIDENTIAL 787.96.
331 566.Zone Demand RESIDENTIAL 786.95.
332 568.Zone Demand RESIDENTIAL 784.93.
333 569.Zone Demand Composite 784.93.
334 571.Zone Demand RESIDENTIAL 784.92.
335 572.Zone Demand RESIDENTIAL 784.91.
336 571.Zone Demand RESIDENTIAL 784.44 92.
337 571.Zone Demand RESIDENTIAL 784.92.
338 572.Zone Demand RESIDENTIAL 784.92.
339 573.Zone Demand RESIDENTIAL 784.91.
340 572.Zone Demand RESIDENTIAL 785.92.
341 571.Zone Demand RESIDENTIAL 782.91.
342 572.Zone Demand 4.43 RESIDENTIAL 4.43 782.91.26
343 570.Zone Demand RESIDENTIAL 781.91.
344 573.Zone Demand RESIDENTIAL 779.89.
345 572.Zone Demand 11.Composite 11.779.89.
346 632.Zone Demand Composite 820.81.
347 630.Zone Demand 4.43 RESIDENTIAL 4.43 820.82.40
348 630.Zone Demand 12.41 RESIDENTIAL 12.41 820.82.
349 633.Zone Demand RESIDENTIAL 820.81.
350 638.Zone Demand RESIDENTIAL 821.79.
351 640.Zone Demand RESIDENTIAL 821.78.
352 640.Zone Demand 12.41 RESIDENTIAL 12.41 821.78.
353 680.Zone Demand RESIDENTIAL 836.67.
354 695.Zone Demand 11.RESIDENTIAL 11.836.61.
355 682.Zone Demand RESIDENTIAL 836.66.
356 678.Zone Demand RESIDENTIAL 836.68.
357 700.Zone Demand 10.RESIDENTIAL 10.836.59.
358 699.Zone Demand RESIDENTIAL 827.55.
359 701.Zone Demand RESIDENTIAL 827.54.
360 717.Zone Demand RESIDENTIAL 827.48.
361 552.Zone Demand RESIDENTIAL 777.97.
364 554.Zone Demand COMMERCIAL 763.90.48
365 554.Zone Demand COMMERCIAL 763.90.48
366 554.Zone Demand COMMERCIAL 763.90.48
367 550.Zone Demand COMMERCIAL 762.47 91.
368 580.Zone Demand IRRIGATION 789.90.
369 550.Zone Demand COMMERCIAL 762.91.
370 578.Zone Demand RESIDENTIAL 789.91.43Title: INITIAL RUN Project Engineer: DMCw:\...\2006 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 11:43:15 mllBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA [phone] Page 7 of 13
Scenario: 2006
Fire Flow Analysis
Junction Report
label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure(ft)(gpm)(Calculated)Hydraulic Grade (psi)
(gpm)(ft)
371 554.Zone Demand 17.COMMERCIAL 17.762.90.372 555.Zone Demand IRRIGATION 762.89.373 556.Zone Demand COMMERCIAL 762.89.42374556.Zone Demand RESIDENTIAL 762.89.42375550.Zone Demand COMMERCIAL 762.92.376 549.Zone Demand 13.COMMERCIAL 13.762.92.377 549.Zone Demand RESIDENTIAL 762.92.378 550.Zone Demand 11.COMMERCIAL 11.762.92.379 549.Zone Demand RESIDENTIAL 762.92.380 589.Zone Demand 12.COMMERCIAL 12.763.75.381 593.Zone Demand 1.48 COMMERCIAL 1.48 763.73.382 547.Zone Demand RESIDENTIAL 762.93.383 548.Zone Demand RESIDENTIAL 762.92.384 548.Zone Demand COMMERCIAL 762.92.385 557.Zone Demand COMMERCIAL 762.88.386 556.Zone Demand 16.COMMERCIAL 16.762.49 89.387 556.Zone Demand Composite 762.48 89.388 559.Zone Demand RESIDENTIAL 762.87.389 554.Zone Demand RESIDENTIAL 762.90.390 553.Zone Demand COMMERCIAL 762.90.391 555.Zone Demand RESIDENTIAL 762.89.392 554.Zone Demand COMMERCIAL 762.90.393 552.Zone Demand Composite 762.90.394 557.Zone Demand RESIDENTIAL 762.88.395 558.Zone Demand COMMERCIAL 762.88.40396560.Zone Demand RESIDENTIAL 762.87.397 560.Zone Demand Composite 762.87.398 552.Zone Demand RESIDENTIAL 762.90.399 554.Zone Demand 16.RESIDENTIAL 16.762.90.400 556.Zone Demand 12.Composite 12.762.89.401 559.Zone Demand RESIDENTIAL 762.87.402 555.Zone Demand COMMERCIAL 762.89.47403555.Zone Demand RESIDENTIAL 762.89.404 562.Zone Demand COMMERCIAL 762.29 86.44J-405 567.Zone Demand COMMERCIAL 762.84.49406553.Zone Demand RESIDENTIAL 762.90.407 563.Zone Demand RESIDENTIAL 762.86.408 565.Zone Demand RESIDENTIAL 762.85.409 558.Zone Demand RESIDENTIAL 762.88.410 627.Zone Demand RESIDENTIAL 763.58.411 621.Zone Demand Composite 763.61.412 602.Zone Demand 11.RESIDENTIAL 11.763.47 69.413 599.Zone Demand 4.43 RESIDENTIAL 4.43 763.45 71.414 716.Zone Demand RESIDENTIAL 836.52.415 718.Zone Demand Composite 836.51.41416810.Zone - 1 Demand RESIDENTIAL 836.11.417 722.Zone Demand RESIDENTIAL 836.49.418 559.Zone Demand RESIDENTIAL 762.87.419 560.Zone Demand RESIDENTIAL 762.87.420 573.Zone Demand 11.51 RESIDENTIAL 11.762.81.421 574.Zone Demand Composite 762.81.422 573.Zone Demand RESIDENTIAL 762.81.Title: INITIAL RUN Project Engineer: DMCw:\...\2006 scenario. wed WaterCAD v7.0 (07.00.049.00)01/17/07 11:43:15 ~entley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA [phone] Page 8 of 13
Scenario: 2006
Fire Flow Analysis
Junction Report
Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure(ft)(gpm)(Calculated)Hydraulic Grade (psi)(gpm)(ft)
423 565.Zone Demand RESIDENTIAL 4.43 762.85.424 566.Zone Demand RESIDENTIAL 762.84.425 578.Zone Demand RESIDENTIAL 790.92.426 578.Zone Demand RESIDENTIAL 790.92.427 579.Zone Demand RESIDENTIAL 789.90.428 579.Zone Demand COMMERCIAL 789.90.429 576.Zone Demand RESIDENTIAL 789.92.430 576.Zone Demand RESIDENTIAL 789.92.431 576.Zone Demand COMMERCIAL 789.92.432 576.Zone Demand COMMERCIAL 789.92.433 572.Zone Demand COMMERCIAL 789.93.434 572.Zone Demand Composite 789.93.J-435 578.Zone Demand RESIDENTIAL 789.91.436 579.Zone Demand RESIDENTIAL 789.91.437 578.Zone Demand RESIDENTIAL 789.91.438 579.Zone Demand RESIDENTIAL 789.49 90.439 580.Zone Demand RESIDENTIAL 789.49 90.440 580.Zone Demand Composite 789.49 90.441 554.Zone Demand 10.IRRIGATION 10.762.90.442 592.50 Zone Demand RESIDENTIAL 763.74.443 556.Zone Demand RESIDENTIAL 762.89.444 554.Zone Demand COMMERCIAL 762.46 90.445 554.Zone Demand IRRIGATION 762.47 90.446 555.Zone Demand IRRIGATION 762.89.447 556.Zone Demand RESIDENTIAL 762.45 89.448 555.Zone Demand RESIDENTIAL 762.45 89.449 554.Zone Demand COMMERCIAL 762.89.450 556.Zone Demand RESIDENTIAL 762.44 89.451 556.Zone Demand RESIDENTIAL 762.43 89.452 556.Zone Demand RESIDENTIAL 762.43 89.453 556.Zone Demand COMMERCIAL 762.42 89.454 557.Zone Demand RESIDENTIAL 762.42 88.455 557.Zone Demand RESIDENTIAL 762.41 88.456 558.Zone Demand 1.68 IRRIGATION 762.41 88.457 558.Zone Demand RESIDENTIAL 762.40 88.458 558.Zone Demand RESIDENTIAL 762.41 88.44459557.Zone Demand COMMERCIAL 762.88.460 556.Zone Demand COMMERCIAL 762.43 89.461 556.Zone Demand RESIDENTIAL 762.44 89.462 556.Zone Demand RESIDENTIAL 762.43 89.463 557.Zone Demand RESIDENTIAL 762.43 88.464 557.Zone Demand IRRIGATION 762.43 88.465 556.Zone Demand RESIDENTIAL 762.44 89.466 557.Zone Demand RESIDENTIAL 762.43 88.467 558.Zone Demand RESIDENTIAL 762.43 88.468 558.Zone Demand COMMERCIAL 762.43 88.45469557.Zone Demand COMMERCIAL 762.43 88.470 558.Zone Demand COMMERCIAL 762.43 88.45471554.Zone Demand RESIDENTIAL 762.89.472 554.Zone Demand RESIDENTIAL 762.89.473 555.Zone Demand RESIDENTIAL 762.89.47474559.Zone Demand RESIDENTIAL 762.41 87.Title: INITIAL RUN Project Engineer: DMCw:\...\2006 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 11 :43: 15 m-IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA + 1-203-755-1666 Page 9 of 13
Scenario: 2006
Fire Flow Analysis
Junction Report
label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure(ft)(gpm)(Calculated)Hydraulic Grade (psi)
(gpm)(ft)
475 558.Zone Demand RESIDENTIAL 762.40 88.43
476 553.Zone Demand COMMERCIAL 762.45 90.
477 553.Zone Demand RESIDENTIAL 762.90.
478 555.Zone Demand RESIDENTIAL 762.89.47
479 553.50 Zone Demand RESIDENTIAL 762.90.
480 553.Zone Demand RESIDENTIAL 762.90.
481 555.Zone Demand RESIDENTIAL 762.89.
482 552.Zone Demand RESIDENTIAL 762.90.
483 554.Zone Demand RESIDENTIAL 762.90.
484 554.Zone Demand RESIDENTIAL 762.90.
485 554.Zone Demand RESIDENTIAL 762.90.
486 554.Zone Demand RESIDENTIAL 762.90.
487 552.Zone Demand RESIDENTIAL 762.90.
J-488 552.Zone Demand RESIDENTIAL 762.90.
489 561.Zone Demand RESIDENTIAL 762.86.
490 565.Zone Demand RESIDENTIAL 762.85.
491 565.Zone Demand 4.43 RESIDENTIAL 4.43 762.85.
492 569.Zone Demand 4.43 RESIDENTIAL 762.83.
493 570.Zone Demand RESIDENTIAL 762.83.
494 575.Zone Demand RESIDENTIAL 762.80.
495 639.Zone Demand RESIDENTIAL 820.78.
496 628.Zone Demand RESIDENTIAL 820.83.
497 628.Zone Demand 33.RESIDENTIAL 33.820.83.
498 628.Zone Demand 11.RESIDENTIAL 11.820.83.47
499 628.Zone Demand RESIDENTIAL 820.83.47
500 625.Zone Demand RESIDENTIAL 820.84.
501 613.Zone Demand 10.RESIDENTIAL 10.820.89.
502 612.Zone Demand 14.IRRIGATION 14.820.90.
503 616.Zone Demand RESIDENTIAL 820.88.44
504 587.Zone Demand RESIDENTIAL 763.49 76.
505 587.Zone Demand COMMERCIAL 763.49 76.
506 584.Zone Demand RESIDENTIAL 763.46 77.
507 618.Zone Demand RESIDENTIAL 763.62.
508 592.Zone Demand 10.RESIDENTIAL 10.763.40 74.
509 588.Zone Demand RESIDENTIAL 763.75.
510 594.Zone Demand RESIDENTIAL 763.40 73.
511 594.Zone Demand 11.RESIDENTIAL 11.51 763.73.
512 595.Zone Demand RESIDENTIAL 763.72.
513 612.Zone Demand RESIDENTIAL 763.65.46
514 601.Zone Demand RESIDENTIAL 763.70.
515 593.Zone Demand RESIDENTIAL 763.45 73.
516 612.Zone Demand RESIDENTIAL 763.65.45
517 589.Zone Demand RESIDENTIAL 763.45 75.47
518 603.Zone Demand RESIDENTIAL 763.69.
519 604.Zone Demand RESIDENTIAL 763.68.
520 604.Zone Demand RESIDENTIAL 763.68.
521 616.Zone Demand RESIDENTIAL 763.63.
522 575.Zone Demand RESIDENTIAL 779.42 88.44
523 578.Zone Demand Composite 779.42 87.
524 574.Zone Demand 15.IRRIGATION 15.779.88.
525 559.Zone Demand RESIDENTIAL 762.87.
527 572.Zone Demand RESIDENTIAL 762.82.Title: INITIAL RUN Project Engineer: DMCw:\...\2006 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 11 :43:15 mJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA [phone] Page 10 of 13
Scenario: 2006
Fire Flow Analysis
Junction Report
label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure
(ft)(gpm)(Calculated)Hydraulic Grade (psi)
(gpm)(ft)
528 590.Zone Demand RESIDENTIAL 763.49 75.
529 546.Zone Demand 11.RESIDENTIAL 11.777.99.
530 552.Zone Demand RESIDENTIAL 777.97.
531 579.Zone Demand RESIDENTIAL 763.44 79.
532 572.Zone Demand RESIDENTIAL 763.82.
533 572.Zone Demand RESIDENTIAL 763.44 82.
534 572.Zone Demand RESIDENTIAL 763.43 82.
535 572.Zone Demand RESIDENTIAL 763.43 82.
536 571.Zone Demand 4.43 RESIDENTIAL 4.43 763.43 83.
537 569.Zone Demand 14.RESIDENTIAL 14.763.43 83.
538 571 .Zone Demand RESIDENTIAL 763.44 83.
539 572.Zone Demand RESIDENTIAL 763.44 82.
540 571.Zone Demand RESIDENTIAL 763.45 83.
541 572.Zone Demand RESIDENTIAL 763.45 82.
542 572.Zone Demand 12.40 RESIDENTIAL 12.40 763.82.
543 553.Zone Demand Composite 762.90.
544 554.Zone Demand 8.46 Composite 762.90.
546 555.Zone Demand RESIDENTIAL 762.89.
547 558.Zone Demand COMMERCIAL 762.88.40
548 559.Zone Demand RESIDENTIAL 762.87.
549 559.50 Zone Demand IRRIGATION 762.87.
550 559.50 Zone Demand RESIDENTIAL 762.87.
551 559.Zone Demand RESIDENTIAL 762.87.
552 559.Zone Demand RESIDENTIAL 762.87.
553 557.Zone Demand 22.RESIDENTIAL 22.762.88.
554 557.50 Zone Demand 17.RESIDENTIAL 17.762.88.
555 558.Zone Demand RESIDENTIAL 762.88.
556 559.Zone Demand Composite 762.87.
557 560.Zone Demand RESIDENTIAL 762.87.
558 561.Zone Demand Composite 762.86.
559 559.Zone Demand 14.RESIDENTIAL 14.762.87.
560 558.Zone Demand Composite 762.88.
561 557.Zone Demand RESIDENTIAL 762.88.
562 558.Zone Demand RESIDENTIAL 762.88.
563 557.50 Zone Demand RESIDENTIAL 762.88.
564 557.Zone Demand RESIDENTIAL 762.88.
565 560.Zone Demand RESIDENTIAL 762.87.
566 558.Zone Demand RESIDENTIAL 762.88.
567 556.Zone Demand COMMERCIAL 762.89.
568 615.Zone Demand 14.RESIDENTIAL 14.820.88.
569 595.Zone Demand RESIDENTIAL 820.97.
570 597.Zone Demand 14.RESIDENTIAL 14.820.96.
571 659.Zone Demand 20.RESIDENTIAL 20.830.74.
572 643.Zone Demand 11.RESIDENTIAL 11.830.80.
573 643.Zone Demand RESIDENTIAL 830.80.
574 644.Zone Demand RESIDENTIAL 830.80.
575 643.Zone Demand RESIDENTIAL 830.80.
576 661.Zone Demand 11.RESIDENTIAL 11.830.73.
577 649.Zone Demand 15.RESIDENTIAL 15.830.78.48
578 649.Zone Demand RESIDENTIAL 830.78.48
579 642.Zone Demand 13.RESIDENTIAL 13.830.81.
580 645.Zone Demand 4.43 RESIDENTIAL 4.43 830.80.Title: INITIAL RUN Project Engineer: DMC
w:\...\2006 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 11:43:15 .mJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA [phone] Page 11 of 13
Scenario: 2006
Fire Flow Analysis
Junction Report
label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure
(ft)(gpm)(Calculated)Hydraulic Grade (psi)
(gpm)(ft)
581 643.Zone Demand RESIDENTIAL 830.80.
582 643.Zone Demand RESIDENTIAL 830.80.
583 648.Zone Demand RESIDENTIAL 830.78.
584 654.Zone Demand RESIDENTIAL 830.76.
585 652.Zone Demand RESIDENTIAL 830.77.
586 650.Zone Demand RESIDENTIAL 830.77.
587 652.Zone Demand RESIDENTIAL 772.52.
588 583.Zone Demand RESIDENTIAL 789.89.
589 576.Zone Demand COMMERCIAL 789.92.
590 574.Zone Demand RESIDENTIAL 789.93.
591 579.Zone Demand COMMERCIAL 790.91.
592 578.Zone Demand Composite 790.91.
593 579.Zone Demand 70.IRRIGATION 70.789.90.
594 578.Zone Demand RESIDENTIAL 789.91.
595 578.Zone Demand RESIDENTIAL 789.91.
596 578.Zone Demand RESIDENTIAL 789.91.
597 578.Zone Demand RESIDENTIAL 789.91.
598 577.Zone Demand RESIDENTIAL 788.91.44
599 576.Zone Demand RESIDENTIAL 788.92.
600 576.Zone Demand RESIDENTIAL 788.92.
601 577.Zone Demand COMMERCIAL 788.91.
602 577.Zone Demand COMMERCIAL 788.91.44
603 575.Zone Demand RESIDENTIAL 788.92.
604 577.Zone Demand RESIDENTIAL 788.91.
605 578.Zone Demand COMMERCIAL 788.90.
606 578.Zone Demand RESIDENTIAL 788.90.
607 572.Zone Demand COMMERCIAL 786.92.
608 575.Zone Demand RESIDENTIAL 786.91.
609 575.Zone Demand RESIDENTIAL 786.91.
610 577.Zone Demand RESIDENTIAL 785,90.
611 577.Zone Demand RESIDENTIAL 785.90.
612 577.Zone Demand RESIDENTIAL 785.90.
613 577.Zone Demand RESIDENTIAL 785.90.
614 577.Zone Demand RESIDENTIAL 785.90.
615 578.Zone Demand COMMERCIAL 785.89.
616 580.Zone Demand COMMERCIAL 785.88.
617 562.Zone Demand RESIDENTIAL 762.86.
618 562.Zone Demand RESIDENTIAL 762.86.
619 562.Zone Demand RESIDENTIAL 762.86.
620 566.Zone Demand RESIDENTIAL 762.84.
621 566.Zone Demand COMMERCIAL 762.29 84.
622 566.Zone Demand RESIDENTIAL 762.84.
623 567.Zone Demand RESIDENTIAL 762.84.
624 567.Zone Demand RESIDENTIAL 762.84.
628 569.Zone Demand 19.COMMERCIAL 19.795.97.
636 578.Zone Demand RESIDENTIAL 790.92.
637 558.Zone Demand 12.RESIDENTIAL 12.40 771.92.
638 559.Zone Demand 14.RESIDENTIAL 14.771.92.
639 556.Zone Demand 23.Composite 23.771.93.43
640 564.Zone Demand 15.RESIDENTIAL 15.766.87.
650 610.Zone Demand 20.RESIDENTIAL 20.763.48 66.40
651 553.Zone Demand 11.RESIDENTIAL 11.762.90.46Title: INITIAL RUN Project Engineer: DMC
w:\...\2006 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 11:43:15 .(!;NBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA [phone] Page 12 of 13
Scenario: 2006
Fire Flow Analysis
Junction Report
Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure
(ft)(gprn)(Calculated)Hydraulic Grade (psi)
(gpm)(ft)
653 627.Zone Demand 15.RESIDENTIAL 15.765.59.
654 682.Zone Demand 19.48 RESIDENTIAL 19.48 836.66.
655 680.Zone Demand 16.RESIDENTIAL 16.836.67.
656 693.Zone Demand 21.RESIDENTIAL 21.836.62.
657 563.Zone Demand 15.RESIDENTIAL 15.762.86.
658 598.Zone Demand RESIDENTIAL 763.43 71.
659 638.Zone Demand RESIDENTIAL 775.59.
660 640.Zone Demand COMMERCIAL 775.58.
661 641.Zone Demand RESIDENTIAL 775.58.
750 652.Zone Demand RESIDENTIAL 838.80.
751 571.Zone Demand 4.43 RESIDENTIAL 4.43 781.91.
752 567.Zone Demand 18.COMMERCIAL 18.792.97.
753 569.Zone Demand RESIDENTIAL 763.84.
754 569.Zone Demand RESIDENTIAL 763.84.
813 565.Zone Demand Fixed 762.85.
814 560.Zone Demand Fixed 762.05 .87.
822 615.Zone Demand Fixed 763.64.
823 636.Zone Demand Fixed 767.56.
824 621.Zone Demand Fixed 765.62.
825 609.Zone Demand Fixed 781.74.
826 579.Zone Demand Fixed 789.91.
827 579.Zone Demand Fixed 789.91.
834 585.Zone Demand Fixed 789.88.48
842 552.Zone Demand Fixed 771.94.
844 663.Zone Demand RESIDENTIAL 825.70.
845 664.Zone Demand Fixed 826.70.
846 665.Zone Demand Fixed 827.69.
847 661.Zone Demand RESIDENTIAL 825.70.
848 664.Zone Demand RESIDENTIAL 826.48 70.
849 665.Zone Demand RESIDENTIAL 827.69.
851 574.Zone Demand Fixed 785.91.
852 574.Zone Demand Fixed 785.91.
853 575.Zone Demand Fixed 785.91.
901 591.Zone Demand Fixed 764.74.
906 553.Zone Demand COMMERCIAL 777.96.
917 625.Zone Demand Fixed 763.59.
981 640.Zone Demand Fixed 769.55.
982 644.Zone Demand Fixed 773.55.
Title: INITIAL RUN
w:\...\2006 scenario.wcd
01/17/07 11 :43:15 gr.JBentley Systems, Inc.
Project Engineer: DMC
WaterCAD v7.0 (07.00.049.00)Haestad Methods Solution Center Watertown, CT 06795 USA [phone] Page 13 of 13
Scenario: 2006
Fire Flow Analysis
Pipe Report
label length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe
(ft)(ft)(ft/1 OOOft)Headloss
(ft)
370.PVC Open 356.765.764.
266.PVC Open 764.764.
365.PVC Open 346.764.763.42
357.PVC Open 153.763.42 763.
369.PVC Open 162.763.763.
223.PVC Open 763.763.
358.PVC Open 161.763.762.
530.PVC Open 69.0.44 762.762.
320.PVC Open 762.762.
680.PVC Open 50.762.762.
314.PVC Open 52.43 762.762.
520.PVC Open 89.762.762.
660.PVC Open 142.763.762.0.43
130,PVC Open 762.762.
770.PVC Open 35.0.40 762.762.
446.PVC Open 27.44 762.762.
380.PVC Open 51.762.762.
270,PVC Open 82.41 762.762.
440.PVC Open 102.762.762.
83.PVC Open 762.762.
72.PVC Open 80.41 762.762.
572.PVC Open 87.762.762.
195.PVC Open 20.762.762.
826.PVC Open 30.762.762.
368.PVC Open 109.762.762.
282,PVC Open 85.762.762.
228,PVC Open 99.762.762.
603.PVC Open 20.42 762.762.
340.PVC Open 21.762.762.
560.PVC Open 55.762.762.
249.PVC Open 36.762.762.
660.PVC Open 104.763.762.
400,PVC Open 763.762.
171.PVC Open 111.763.763.
375.PVC Open 107.763.763.
180.PVC Open 49.763.763.0.26
318.PVC Open 10.763.763.
310,PVC Open 63.763.763.0.41
238,PVC Open 74.763.44 763.
250.Asbesto Open 93.763.763.44
164.PVC Open 144.45 763.763.0.45
64.PVC Open 59.762.762.
80.PVC Open 288.763.763.
479,PVC Open 116.763.763.
70.PVC Open 270.763.763.1.44
61.PVC Open 143.762.762.47
451.PVC Open 122.763.763.
172.PVC Open 94.763.763.
149.PVC Open 24.763.763.
390.Asbesto Open 47.763.763.
250.Asbesto Open 68.763.763.43 0.42Title: INITIAL RUN Project Engineer: DMC
w:\...\2006 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 11 :43:31 ~entley Systems, Inc. Haestad Methods Solution Center Watertown , CT 06795 USA [phone] Page 1 of 16
label
100
101
102
103
104
length
(ft)
Scenario: 2006
Fire Flow Analysis
Pipe Report
Dia Material Control Hazen- Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(in) Status Williams (gpm) (ft/s) Hydraulic Grade Hydraulic Grade Gradient Pipe(ft) (ft) (ft/1 OOOft) Headloss
(ft)
390.
261.
211.
330.
352.
330.
220.
444.
31.
83.
87.
15.
251.
334.
129.
556.
387.
131
150.
326.
570.
280.
402.
150.
700.
325.
360.
158.
985.
930.
550.
410.
660.
130.
314.
283.
910.
383.
300.
292.
372.
150.
340.
125.
158.
360.
809.
95.
620.
150.
980.
0 Asbesto. Open
0 Asbesto Open
0 Asbesto. Open
0 Asbesto Open0 pve Open0 PVC Open0 PVC Open0 PVC Open0 pve Open0 pve Open
Ductile I Open0 PVC Open0 pve Open0 pve Open0 pve Open0 PVC Open0 pve Open0 pve Open0 pve Open0 pve Open0 PVC Open
0 PVC . Open0 pve Open0 PVC Open0 pve Open0 pve Open0 pve Open0 pve Open0 pve Open0 PVC Open
0 PVC Open0 pve Open0 pve Open
0 PVC Open0 pve Open0 PVC Open0 pve Open0 pve Open0 pve Open
0 PVC Open0 PVC Open
0 PVC Open
0 PVC Open0 pve Open0 pve Open
0 PVC Open0 PVC Open
0 PVC Open0 PVC Open0 PVC Open
0 PVC Open
12.
15.
58.
6.46
57.
43.
21.
435.
21.
67.48
22.
21.
77.
40.
39.
71.
24.
30.
40.
61..
15.
45.
17.
4.43
96.
87.
20.
4.43
51.
14.
92.
37.
123.
84.
4.43
92.
74.
4.43
81.
27.
119.
97.
0.43
0.46
0.45
763.44
763.43
763.43
763.43
763.43
763.
763.
763.
763.
763.
612.
763.
763.
763.
763.
763.
763.
763.
763.
763.
763.
763.
763.
763.
763.
763.
763.
763.
763.
763.
762.
762.
762.
762.
762.
763.
763.
763.
763.
763.
763.
763.
763.
763.
763.
763.42
763.42
763.
763.
764.
764.
763.43
763.43
763.43
763.
763.
763.
763.
763.
763.
763.
611.
763.
763.
763.
763.
763.
763.
763.
763.
763.
763.
763.
763.
763.
763.
763.
763.
763.
763.
762.
762.
762.
762.
762.
762.
762.
763.
763.
763.
763.
763.
763.
763.
763.
763.
763.
763.
763.
763.42
764.
763.
0.Q1
17.
Title: INITIAL RUN Project Engineer: DMC
w:\...\2006 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 11:43:31 ~entley Systems, Inc. Haestad Methods Solution Center Watertown . CT 06795 USA [phone] Page 2 of 16
Scenario: 2006
Fire Flow Analysis
Pipe Report
Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure
(ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe
(ft)(ft)(ft/1 OOOft)Headloss
(ft)
105 280.PVC Open 10.763.763.
106 50.PVC Open 79.763.763.
107 233.PVC Open 763.763.
108 110.PVC Open 763.763.
109 207.PVC Open 78.763.763.
110 300.PVC Open 125.1.43 763.763.1.44 0.43
111 470.PVC Open 53.763.763.
112 120.PVC Open 763.763.0.48
113 124.PVC Open 47.763.763.
114 145.PVC Open 27.763.763.
115 430.PVC Open 13.763.763.
116 316.PVC Open 763.763.
117 250.PVC Open 10.763.763.
118 190.PVC Open 763.763.
119 240.PVC Open 763.763.
120 621.PVC Open 763.763.
121 100.PVC Open 763.763.
122 280.PVC Open 763.763.
123 140.PVC Open 763.763.
124 530.PVC Open 14.763.763.
125 270.PVC Open 763.763.
126 78.PVC Open 12.40 763.763.
127 610.PVC Open 763.763.
128 430.PVC Open 10.763.763.
129 250.PVC Open 763.763.
130 480.PVC Open 763.763.
131 100.PVC Open 763.763.
132 80.PVC Open 763.763.
133 165.PVC Open 763.763.
134 270.PVC Open 763.763.
135 243.PVC Open 19.49 763.763.
136 600.PVC Open 166.763.762.
137 300.PVC Open 191.764.763.
138 194.PVC Open 88.764.764.
139 1 ,200.PVC Open 30.764.763.
140 400.PVC Open 58.764.763.
141 67.PVC Open 763.763.
142 940.PVC Open 54.763.763.
143 95.PVC Open 285.764.764.
144 700.PVC Open 319.765.764.
145 260.PVC Open 101.765.765.45
146 420.PVC Open 447.767.765.
147 656.PVC Open 29.764.764.
148 548.PVC Open 764.764.
149 112.PVC Open 764.764.
150 867.12.PVC Open 302.778.775.
151 601.PVC Open 764.764.
152 570.PVC Open 314.764.763.
154 Ductile I Open 46.611.611.
155 Ductile I Open 611.611.
156 Ductile I Open 611.611.
Title: INITIAL RUN
w:\...\2006 scenario.wcd
01/17/07 11:43:31 ~entley Systems, Inc.
Project Engineer: DMC
WaterCAD v7.0 (07.00.049.00)Haestad Methods Solution Center Watertown, CT 06795 USA [phone] Page 3 of 16
Scenario: 2006
Fire Flow Analysis
Pipe Report
label length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(ft)(in)Status Williams (gpm)(fVs)Hydraulic Grade Hydraulic Grade Gradient Pipe
(ft)(ft)(fV1 OOOft)Headloss
(ft)
157 20.Ductile I Open 46.763.763.
158 15.Ductile I Open 763.763.
159 10.Ductile I Open 763.763.
160 170.pve Open 762.762.
161 575.pve Open 762.762.
162 797.pve Open 762.762.
163 505.pve Open 17.762.762.
164 420.pve Open 317.765.764.
165 150.pve Open 76.0.49 765.765.
166 507.pve Open 160.1.02 762.762.45
167 96.pve Open 558.534.534.
169 48.pve Open 558.764.763.
170 364.pve Open 762.762.
171 880.pve Open 393.768.765.
172 340.pve Open 80.762.762.
173 160.pve Open 762.762.
174 460.pve Open 762.762.
175 260.pve Open 49.763.763.
176 80.pve Open 763.763.
177 170.pve Open 35.43 762.762.
178 420.pve Open 3.46 762.762.
179 393.pve Open 16.762.762.
180 120.pve Open 762.762.
181 394.pve Open 64.0.41 762.762.
182 225.pve Open 63.0.40 762.762.
183 442.pve Open 120.762.47 762.
185 258.pve Open 144.765.45 765.0.44
186 1 ,300.pve Open 55.765.764.0.42
187 700.pve Open 78.49 765.764.0.42188800.pve Open 107.764.764.
189 158.pve Open 127.43 765.765.
190 700.pve Open 37.765.48 765.45
191 260.pve Open 66.0.43 765.765.48
192 700.pve Open 17.765.48 765.45
193 698.pve Open 765.765.
194 448.pve Open 27.765.765.
195 480.pve Open 765.765.
196 800.pve Open 765.765.
197 242.pve Open 765.765.
198 371.pve Open 388.2.48 766.765.
199 846.pve Open 22.766.766.
200 095.pve Open 46.766.766.
201 221.pve Open 413.766.766.
202 273.pve Open 274.767.766.1.48 0.40
203 523.pve Open 187.767.766.
204 573,pve Open 15.766.766.
205 257.pve Open 64.0.41 767.767.
206 616.pve Open 129.767.767.
207 173.pve Open 767.767.
208 796.pve Open 147.47 767.767.0.46209188.pve Open 767.767.Title: INITIAL RUN Project Engineer: DMCw:\...\2006 scenario.wcd WaterCAD v7.0 (07,00.049.00)01/17/07 11 :43:31 ~entley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA [phone] Page 4 of 16
Scenario: 2006
Fire Flow Analysis
Pipe Report
Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe
(ft)(ft)(ft/1 OOOft)Headloss
(ft)
21 0 310.PVC Open 157.768.767.
211 158.PVC Open 4.43 768.768.
212 275.PVC Open 163.768.768.
213 272.PVC Open 768.768.
214 270.PVC Open 178.768.768.
215 438.PVC Open 768.768.
216 49.PVC Open 768.768.217 129.PVC Open 768.768.218 168.PVC Open 192.768.768.
219 462.PVC Open 767.767.
22O 225.PVC Open 339.46 767.767.
221 276.PVC Open 363.768.767.
223 460.PVC Open 630.775.771.
224 737.12.PVC Open 655.777.775.
225 309.PVC Open 52.777.777.226 502.PVC Open 777.777.
227 237.PVC Open 6.20 777.777.228 299.PVC Open 29.777.777.
229 498.PVC Open 777.777.230 317.PVC Open 777.777.
231 327.PVC Open 11.777.777.232 487.12.PVC Open 61.777.777.
233 464.PVC Open 777.777.234 494.PVC Open 777.777.
235 332.12.PVC Open 40.777.777.236 458.PVC Open 4.43 777.777.
237 298.PVC Open 777.777.
238 363.12.PVC Open 31.777.777.
239 465.PVC Open 22.777.777.
240 513.12.PVC Open 4.43 777.777.
241 654.PVC Open 19.762.48 762.
242 880.12.PVC Open 73.763.46 763.45
243 980.12.PVC Open 15.763.45 763.45
244 759.12.PVC Open 32.763.43 763.43
245 100.12.PVC Open 763.763.43
246 430.PVC Open 28.763.43 763.42247712.PVC Open 12.48 763.42 763.42
248 760.PVC Open 13.763.42 763.42
249 50.PVC Open 763.42 763.42
250 263.PVC Open 763.42 763.42
251 50.PVC Open 763.42 763.42
252 800.PVC Open 763.42 763.42
253 655.12.PVC Open 16.763.45 763.45
254 370.PVC Open 16.763.45 763.
255 1 ,670.12.PVC Open 763.45 763.45
256 40.PVC Open 763.45 763.45
257 650.12.PVC Open 763.45 763.45
258 40.PVC Open 763.45 763.45
259 020.12.PVC Open 763.45 763.45
260 480.PVC Open 147.762.45 762.
261 167.PVC Open 150.48 762.762.0.48
Title: INITIAL RUN
w:\...\2006 scenario. wed
01/17/07 11 :43:31 MllBentley Systems, Inc.
Project Engineer: DMC
WaterCAD v7.0 (07.00.049.00)Haestad Methods Solution Center Watertown, CT 06795 USA [phone] Page 5 of 16
Scenario: 2006
Fire Flow Analysis
Pipe Report
Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe
(ft)(ft)(ft/1 OOOft)Headloss
(ft)
262 395.PVC Open 83.0.53 762.762.
263 527.PVC Open 35.762.762.
264 477.PVC Open 36.762.762.
265 341.pve Open 762.762.
266 261.pve Open 31.762.762.
267 136.pve Open 35.762.762.
268 604.pve Open 13.762.762.
269 355.pve Open 18.762.762.
270 776.pve Open 51.762.762.
271 810.pve Open 13.47 762.762.
272 547.pve Open 762.762.
273 618.pve Open 32.47 762.762.
274 332.pve Open 37.762.762.
275 700.pve Open 15.762.762.
276 83.pve Open 53.762.762.
277 419.pve Open 17.762.762.
278 620.12.pve Open 762.762.
280 813.pve Open 12.41 763.42 763.41
281 287.12.pve Open 130.796.795.
282 797.12.pve Open 108.792.790.
283 320.pve Open 2.42 790.790.
284 388.12.pVe Open 1 ,105.790.789.
285 528.12.pve Open 291.789.789.
286 358.12.pve Open 372.789.788.1.47
287 419.pve Open 320.788.787.
288 341.pve Open 310.787.786.
289 193.pve Open 787.787.
290 267.12.pve Open 047.788.787.48 2.45
291 640.pve Open 178.787.786.
292 460.12.pve Open 637.787.786.
293 302.pve Open 191.1.23 786.786.
294 213.12.pve Open 821.786.786.
295 511.12.pve Open 949.786.785.
296 305.12.pve Open 131.786.786.
297 650.pve Open 786.786.
298 516.12.pve Open 580.786.785.0.41
299 19.12.pve Open 435.1.23 785.785.0.46
300 334.pve Open 144.785.785.0.45
301 241.pve Open 464.768.767.
302 911.12.pve Open 858.47 2.44 769.768.
303 156.pve Open 147.769.769.0.47
304 239.pve Open 30.42 769.769.
305 176.pve Open 10.769.769.
306 140.pve Open 4.43 769.769.
307 283.pve Open 4.43 769.769.
308 265.pve Open 43.769.769.
309 205.pve Open 769.769.
310 977.pve Open 57.769.769.
311 142.pve Open 4.43 769.769.
312 850.pve Open 77.0.49 769.769.
313 666.pve Open 123.769.769.Title: INITIAL RUN Project Engineer: DMC
w:\...\2006 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 11 :43:31 m-mentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA [phone] Page 6 of 16
Scenario: 2006
Fire Flow Analysis
Pipe Report
label length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe
(ft)(ft)(ft/1 OOOft)Headloss
(ft)
314 402.PVC Open 214.770.769.
315 547.PVC Open 162.770.770.
316 401 .PVC Open 59.770.770.
317 742.PVC Open 29.770.770.
318 343.PVC Open 770.770.
319 273.PVC Open 43.770.770.
320 288.PVC Open 51.770.770.
321 290.PVC Open 30.770.770.
322 133.PVC Open 12.41 770.770.
323 270.PVC Open 41.770.770.
324 472.PVC Open 770.770.
325 298.PVC Open 147.770.770.46 0.46
326 747.PVC Open 74.0.47 770.46 770.
327 154.PVC Open 55.770.46 770.
328 160,PVC Open 314.770.770.
329 094.12.PVC Open 710.770.769.
330 804.12.PVC Open 025.772.770.
331 474.PVC Open 141.820.820.0.43
332 221.PVC Open 820.820.
333 260.PVC Open 156.820.820.
334 213.PVC Open 820.820.
335 138.PVC Open 820.820.
336 267.PVC Open 164.42 821.820.
337 592.12.PVC Open 178 821.821.
338 260.12.PVC Open 352.821.821.
339 281.PVC Open 16.821.821.
340 449.12.PVC Open 375.821.821.
341 174.PVC Open 821.821.
342 286.PVC Open 821.821.
343 402.12.PVC Open 895.821.820.
344 192.12.PVC Open 1 ,276.825.821.
345 504.12.PVC Open 463.830.830.
346 261 .12.PVC Open 61.830.40 830.
347 228.PVC Open 24.830.830.
348 532.12.PVC Open 288.830.828.
349 172.12.PVC Open 866.830.830.
350 180.PVC Open 830.830.
351 641.12.PVC Open 873.2.48 831.49 830.
352 215.PVC Open 524.831 .49 830.40
353 228.12.PVC Open 1 ,406.832.47 831.49
354 388.PVC Open 832.47 832.47
355 278.12.PVC Open 1,413.833.832.1.21
356 862.PVC Open 260.834.833.1.34
357 384.12.PVC Open 166.834.833.
358 445.12.PVC Open 1,441.836.834.
359 285.12.PVC Open 116.836.836.
360 433.12.PVC Open 530.837.836.
361 110.12.PVC Open 422.830.830.0.44
362 701.12.PVC Open 036.838.836.2.40
363 278.12.PVC Open 313.839.838.
364 1 ,033.PVC Open 261.48 838.837.Title: INITIAL RUN Project Engineer: DMCw:\...\2006 scenario. wed WaterCAD v7.0 (07.00,049.00)01/17/07 11 :43:31 mJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA [phone] Page 7 of 16
Scenario: 2006
Fire Flow Analysis
Pipe Report
Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure
(ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe
(ft)(ft)(ft/1000ft)Headloss
(ft)
365 213.PVC Open 518.838.837.
366 15.PVC Open 838.838.
367 928.PVC Open 518.842.838.
370 40.PVC Open 12.41 762.45 762.45
371 40.PVC Open 10.762.762.
372 360.12.PVC Open 188.763.763.
373 479.PVC Open 31.762.762.
374 102.12.PVC Open 717.777.777.
375 90.12.PVC Open 769.777.777.
376 789.12.PVC Open 059.841.839.
377 321.PVC Open 276.41 841.839.
378 203.12.PVC Open 353.842.841.
379 775.12.PVC Open 302.775.772.
380 558.12.PVC Open 820.820.
381 890.12.PVC Open 302.772.769.
383 107.12.PVC Open 353.842.842.0.43
384 154.PVC Open 222.1.42 787.787.
385 378.PVC Open 4.43 787.787.
386 257.PVC Open 210.45 787.787.
387 333.PVC Open 787.787.
388 270.PVC Open 197.1.26 787.786.
389 185.PVC Open 786.786.
390 419.PVC Open 479.786.784.
391 250.PVC Open 230.1.47 784.784.
392 535.PVC Open 97.784.784.
393 113.PVC Open 784.784.
394 377.PVC Open 87.784.784.44
395 474.PVC Open 133.784.784.44
396 250.PVC Open 213.784.44 784.
397 598.PVC Open 238.784.784.
398 270.12.PVC Open 930.40 784.784.
399 202.PVC Open 784.784.
400 280.12.PVC Open 939.785.784.
401 233.PVC Open 785.785.
402 310.12.PVC Open 375.784.782.
403 377.PVC Open 4.43 782.782.
404 252.12.PVC Open 364.42 782.781.
405 213.PVC Open 4.43 781.781.90
406 535.12.PVC Open 1 ,353.781.779.
407 160.PVC Open 332.779.779.42
408 308.12.PVC Open 012.779.779.
409 PVC Open 779.779.
410 265.PVC Open 23.820.820.
411 136.PVC Open 12.41 820.820.
412 330.PVC Open 820.820.
413 942.12.PVC Open 136.821.820.
414 216.PVC Open 27.46 821.821.
415 433.PVC Open 821.821.
416 265.PVC Open 12.41 821.821.
417 392.12.PVC Open 66.836.836.
418 493.12.PVC Open 51.836.836.Title: INITIAL RUN Project Engineer: DMCw:\...\2006 scenario. wed WaterCAD v7.0 (07.00.049.00)01/17/07 11 :43:31 &!Bentley Systems. Inc. Haestad Methods Solution Center Watertown, CT 06795 USA [phone] Page 8 of 16
Scenario: 2006
Fire Flow Analysis
Pipe Report
label length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe
(ft)(ft)(ft/1000ft)Headloss
(ft)
419 263.PVC Open 836.836.
420 336.pve Open 836.836.
421 907.pve Open 19.836.836.0.Q1
422 377.12.pye Open 43.836.836.
423 770.pye Open 20.836.836.
424 20.12.pye Open 828.828.
425 980.12.pve Open 827.827.
426 209.12.pve Open 827.827.
427 207.12.pye Open 827.827.
428 251.12.pve Open 824.787.48 787.
429 281.pve Open 11.777.777.
430 370.pye Open 191.763.42 763.
431 54.pye Open 763.763.
432 55.pye Open 763.763.
433 506.pye Open 182.763.762.
434 155.12.pve Open 55.43 762.762.
435 467.pye Open 10.762.47 762.47
436 360.pve Open 126.42 762.762.
437 760.pye Open 55.762.762.
438 348.pve Open 80.49 762.762.
439 51.12.pye Open 71.762.762.
440 18.12.pye Open 762.762.
441 642.12.pve Open 69.762.762.
442 350.12.pye Open 13.762.762.
443 336.12.pye Open 170.0.48 762.762.
444 829.12.pye Open 170.0.48 762.762.
445 120.pye Open 171.763.763.
446 470.pve Open 763.763.
447 265.12.pye Open 170.0.48 762.762.
448 337.pye Open 14.762.762.
449 39.pve Open 762.762.
PA50 705.12.pve Open 165.0.47 762.762.49
451 197.12.pye Open 149.0.42 762.49 762.48
452 250.12.pye Open 762.762.
453 546.pve Open 17.762.762.
454 526.pye Open 45.762.762.
455 730.pye Open 14.762.762.
456 236.pve Open 14.762.762.
457 235.12.pye Open 762.762.
PA58 311.00 12.pye Open 762.762.
459 314.12.pye Open 762.762.
460 331.pye Open 762.762.
461 399.12.pye Open 22.762.762.
462 322.12.pye Open 118.762.762.
463 711.12.pye Open 119.762.762.
464 355.12.pye Open 96.762.762.
465 158".pye Open 54.46 762.762.
466 432.pve Open 19.762.762.
467 475.pve Open 18.762.762.
468 316.pye Open 25.762.762.
469 347.12.pye Open 33.762.762.Title: INITIAL RUN Project Engineer: DMCw:\...\2006 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 11 :43:31 fWBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA [phone] Page 9 of 16
Scenario: 2006
Fire Flow Analysis
Pipe Report
label length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure
(ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe
(ft)(ft)(ft/1000ft)Headloss
(ft)
470 178.12.PVC Open 41.762.762.
471 660.12.PVC Open 39.762.762.
472 224.12.PVC Open 38.762.762.
473 296.12.PVC Open 762.762.
474 153.12.PVC Open 41.762.762.
476 304.PVC Open 762.762.
477 692.PVC Open 35.47 762.762.
478 13.PVC Open 762.762.
479 84.PVC Open 29.762.762.
P-480 200.12.PVC Open 188.763.763.
481 550.12.PVC Open 178.763,763.
482 703.PVC Open 43.763.763.48
483 960.12.PVC Open 128.763.763.47
484 265.12.PVC Open 140.0.40 763.47 763.45
P-485 447.12.PVC Open 21.46 836.836.
486 160.12.PVC Open 17.836.836.
487 159.12.PVC Open 836.836.
488 981.PVC Open 11.836.836.
489 135.12.PVC Open 836.836.
490 338.PVC Open 18.762.762.
491 317.PVC Open 2.43 762.762.
492 010.PVC Open 11.762.762.
493 314.PVC Open 762.762.
494 159.PVC Open 762.762.
495 527.PVC Open 762.762.
496 134.12.PVC Open 113.790.790.
498 96.PVC Open 773.2,493.50 2,493.
499 356,12.PVC Open 652.790,789.
500 259.12.PVC Open 646.1.83 789.789.
501 152.12.PVC Open 11.89 789.789.
503 30.PVC Open 789.789.
504 120.PVC Open 11.37 789.789.
505 30.PVC Open 789,789.
507 27,PVC Open 789.789.
508 197,PVC Open 11.789.789.
509 785.PVC Open 789.789.
510 222.PVC Open 789.789.
511 683.PVC Open 789.49 789.
512 819,PVC Open 789.49 789.49
513 283.PVC Open 789.49 789.49
514 136.PVC Open 789.789.
515 560.PVC Open 762.762.
516 34.PVC Open 763.763.
517 96.Steel Open 142.2,419.2,419.
518 250.PVC Open 762.762.
519 673.PVC Open 158.763.763.
520 32.PVC Open 116.763.763.
521 769.PVC Open 11.763.763.
522 105.PVC Open 26.762.48 762.48
523 305.12.PVC Open 121.762.48 762.46
524 94.PVC Open 10.762.47 762.46Title: INITIAL RUN Project Engineer: DMC
w:\...\2006 scenario.wcd WaterCAD v7.0 (07.00.049.00)
01/17/07 11 :43:31 gNBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA [phone] Page 10 of 16
Scenario: 2006
Fire Flow Analysis
Pipe Report
Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure
(ft)(in)Status Williams (gpm)(Ws)Hydraulic Grade Hydraulic Grade Gradient Pipe
(ft)(ft)(W1 OOOft)Headloss
(ft)
525 232.12.PVC Open 131.762.762.45
526 294.12.PVC Open 90.762.45 762.45
527 248.PVC Open 762.45 762.45
528 83.PVC Open 762.45 762.45
529 115.12.PVC Open 89.762.762.44
530 384.12.PVC Open 89.762.44 762.43
531 153.12.PVC Open 89.762.43 762.43
532 216.12.PVC Open 89.762.762.42
533 169,12.PVC Open 89.762.42 762.42
534 163.12.PVC Open 89.762.42 762.41
535 222.12.PVC Open 89.762.762.41
536 395.12.PVC Open 87.762.41 762.40
537 322.PVC Open 31.762.762.40
538 574.PVC Open 31.762.42 762.41
539 315.PVC Open 31.762.43 762.42
540 306.PVC Open 32.762.44 762.43
541 359.PVC Open 32.762.762.44
542 145.PVC Open 762.762.43
543 289.PVC Open 762.43 762.43
544 387,PVC Open 762.43 762.43
545 57.12.PVC Open 762.44 762.
546 50.PVC Open 762.762.
547 329.PVC Open 762.43 762.43
548 284.PVC Open 762.43 762.43 0:00
549 284.PVC Open 762.43 762.43
550 210.PVC Open 762.43 762.43
551 171.PVC Open 762.43 2,762.43
552 269,PVC Open 762.762.
553 161.PVC Open 762.762.
554 90.PVC Open 762.41 762.41
555 63.12.PVC Open 119.43 762.40 762.40
556 252.PVC Open 762.45 2,762.
557 256.12.PVC Open 119.43 762.40 762.
558 702.12.PVC Open 119.43 762.762.
559 110.12.PVC Open 762.762.
560 275.PVC Open 762.762.
561 436.12.PVC Open 762.762.
562 79.PVC Open 762.762.
563 442.12.PVC Open 762.762.
564 68.PVC Open 762.762.
565 42.12.PVC Open 762.762.
566 86.PVC Open 762.762.
567 433.12.PVC Open 762.762.
568 64.12.PVC Open 762.762.
569 222.PVC Open 762.762.
570 307.PVC Open 20.762.762.
571 220.PVC Open 762.762.
572 247.PVC Open 12.762.762.
573 254.PVC Open 762.762.
574 400.PVC Open 762.762.
575 287.PVC Open 762.762.Title: INITIAL RUN Project Engineer: DMC
w:\...\2006 scenario,wcd WaterCAD v7.0 (07.00.049.00)01/17/07 11 :43:31 mI1Bentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA [phone] Page 11 of 16
Scenario: 2006
Fire Flow Analysis
Pipe Report
label length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure
(ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe
(ft)(ft)(ft/1000ft)Headloss
(ft)
576 606.12.PVC Open 107.820.820.
577 326.12.PVC Open 107.820.820.
578 16.PVC Open 33.820.820.
579 125.12.PVC Open 73.42 820.820.
580 48.PVC Open 820.820.
581 307.12.PVC Open 49.820.820.
582 1 ,252.PVC Open 12.820.820.
583 906.PVC Open 11.820.820.
584 151.PVC Open 14.820.820.
585 259.12.PVC Open 28.820.820,
586 471.12.PVC Open 14.820.820.
588 320.PVC Open 52.763.763.
589 481.00 PVC Open 75.0.48 763.46 763.40
590 480.PVC Open 763.763.40
591 500.PVC Open 763.40 763.40
592 334.PVC Open 51.763.40 763.
593 250.PVC Open 763.763.
594 832.PVC Open 64.0.41 763.763.
595 350.PVC Open 29.763.763.
596 325.PVC Open 763.763.
597 223.PVC Open 763.45 763.45
598 460.PVC Open 33.763.763.
599 540.12.PVC Open 57.43 763.45 763.45
600 660.PVC Open 60.763.45 763.
601 160.PVC Open 25.763.763.
602 120.PVC Open 763.763.
603 200.PVC Open 19.41 763.763.
604 375.PVC Open 92.763.763.
605 500.PVC Open 78.0.50 763.45 763,
606 466.PVC Open 779.779.42
607 121.PVC Open 324.779.42 779.
608 308.PVC Open 308.779.778.
609 198.12.PVC Open 001.779.778.0.44
610 199.PVC Open 16.46 762.762.
611 673.PVC Open 13.762.762,
612 91.PVC Open 762.762.
613 354.PVC Open 62.0.40 763.49 763.46
614 739.12.PVC Open 777.777.
615 878.12.PVC Open 777.777.
616 642.12.PVC Open 777.777.
617 35.PVC Open 795.795.
618 246.PVC Open 762.762.
619 179.PVC Open 74.46 0.48 762.762.
620 215.PVC Open 763.44 763.44
621 780.PVC Open 16.763.44 763.44
622 123.PVC Open 763.44 763.
623 286.PVC Open 763.44 763.43
624 160.PVC Open 763.43 763.43
625 660.PVC Open 763.43 763.43
626 225.PVC Open 14.763.43 763.43
627 357.PVC Open 20.763.44 763.Title: INITIAL RUN Project Engineer: DMC
w:\...\2006 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 11 :43:31 ~entley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA [phone] Page 12 of 16
Scenario: 2006
Fire Flow Analysis
Pipe Report
label length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure
(ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe
(ft)(ft)(ft/1000ft)Headloss
(ft)
628 114.PVC Open 763.44 763.44
629 395.PVC Open 25.763.763.44
630 97.PVC Open 1.77 763.45 763.45
631 305.PVC Open 32.763.763.45
632 280.PVC Open 17.763.44 763.
633 380.PVC Open 763.42 763.42
634 316.PVC Open 63.0.41 762.762.
635 230.PVC Open 39.762.762.
636 60.PVC Open 42.762.762.
637 602.PVC Open 11.762.762.
638 650.PVC Open 18.762.762.
639 346.PVC Open 31.762.762.
640 269.PVC Open 86.762.762.
641 215.PVC Open 51.762.762.
642 245.PVC Open 30.762.762.
643 325.PVC Open 21.762.762.
644 190.PVC Open 21.42 762.762.
645 503.PVC Open 34.42 762.762.
646 268.PVC Open 26.762.762.
647 349.PVC Open 17.762.762.
648 172.PVC Open 762.762.
649 299.PVC Open 762.762.
650 355.PVC Open 762.762.
651 265.PVC Open 14.762.762.
652 260.PVC Open 13.762.762.
653 432.PVC Open 762.762.
654 153.PVC Open 762.762.
655 154.PVC Open 762.762.
656 96.PVC Open 13.762.762.
657 191 .PVC Open 762.762.
658 46.PVC Open 37.762.762.
659 352.PVC Open 28.762.762.
660 566.PVC Open 21.762.762.
661 219.PVC Open 50.762.762.
662 175.PVC Open 762.762.
663 197.PVC Open 762.762.
664 259.PVC Open 13.762.762.
665 637.PVC Open 25.830.830.
666 120.PVC Open 830.830.
667 504.PVC Open 830.830.
668 167.PVC Open 4.43 830.830.
669 251.PVC Open 10.830.830.
670 104.PVC Open 830.830.
671 231.PVC Open 14.47 830.830.
672 341.PVC Open 830.830.
673 337.PVC Open 15.830.830.
674 285.PVC Open 830.830.
675 199.PVC Open 830.830.
676 283.PVC Open 24.830.830.
677 397.PVC Open 40.830.830.
678 865.PVC Open 10.830.830.Title: INITIAL RUN Project Engineer: DMCW:\...\2006 scenario.wcd WaterCAD v7.0 (07,00,049.00)01/17/07 11:43:31 m-JBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA [phone] Page 13 of 16
Scenario: 2006
Fire Flow Analysis
Pipe Report
label length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe
(ft)(ft)(ft/1 OOOft)Headloss
(ft)
679 123.PVC Open 830.830.
680 231.PVC Open 830.830.
681 142.PVC Open 830.830.
682 166.PVC Open 830.830.
683 818.PVC Open 820.820.
684 325.12.pve Open 032.773.772.
685 51.pve Open 14.820.820.
686 53.pve Open 14.820.820.
687 22.pve Open 459.790.789.16.
688 146.12.pve Open 653.48 790.790.
689 70.12.pve Open 646.789.789.
691 524.pve Open 168.789.789.
692 113.pve Open 789.789.
693 166.pve Open 790.790.
694 689.pve Open 167.789.789.0.41
695 356.12.pve Open 563.789.789.
696 63.12.pve Open 731.2,789.789.
697 126.pve Open 789.789.
698 248.12.pve Open 731.789.788.
699 173.pve Open 14.788,788.
700 11.pve Open 788.788.
701 280.pve Open 14.788.788.
702 156.pve Open 788.788.
703 299.pve Open 788.788.
704 279.pve Open 788.788.
705 582.12.pve Open 717.788.788.
706 10.pve Open 788.788.
707 1,401.12.pve Open 714.788.786.
708 201.pve Open 786.786.
709 14.pve Open 786.786.
p. 710 132.12.pve Open 713.786.786.
711 335.12.pve Open 435.785.785.0.46
712 323.12.pve Open 785.785.
p- 713 228.12.pve Open 435.785.785.0.46
714 12.pve Open 785.785.
715 163.12.pve Open 435.785.785.
716 160.pve Open 785.785.
718 620.pve Open 144.785.785.0.45
719 471.12.pve Open 762.762.
720 153.12.pve Open 762.762.
721 14.12.pve Open 762.762.
722 051.12.pve Open 762.762.
723 141.12.pve Open 762.762.
724 320.12.pve Open 762.762.
725 502.12.pve Open 762.762.
726 214.12.pve Open 762.762.
727 372.pve Open 50.49 771.771.
728 156.pve Open 14.771.771.
729 708.pve Open 23.771.771.95
730 797.pve Open 12.766.766.
731 160.PVC Open 15.766.766.Title: INITIAL RUN Project Engineer: DMCw:\...\2006 scenario.wcd WaterCAD v7.0 (07.00.049.00)
01/17107 11:43:31 ~entley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA [phone] Page 14 of 16
Scenario: 2006
Fire Flow Analysis
Pipe Report
label length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure
(ft)(in)Status Williams (gpm)(fVs)Hydraulic Grade Hydraulic Grade Gradient Pipe
(ft)(ft)(fV1 OOOft)Headloss
(ft)
732 48.12.pve Open 790.790.
733 425.pve Open 50.762.762.
735 62.12.pve Open 762.762.
736 65.12.pve Open 762.762.
737 33.pve Open 762.762.
738 136.pve Open 762.762.
739 392.12.pve Open 150.0.43 763.763.49
740 14.pve Open 763.49 763.49
741 414.12.PVC Open 149.0.42 763.49 763.
742 275.pve Open 61.43 763.763.49
743 120.pve Open 54.762.762.
744 43.12.pve Open 288.828.827.
747 566.12.pve Open 113.795.790.
749 50.96.pve Open 132.2,422.422.
751 37.pve Open 790.790.
752 42.pve Open 790.790.
753 697.pve Open 23.763.48 763.47
754 420.pve Open 762.762.
755 452.pve Open 10.765.765.
756 895.pve Open 836.836.
757 777.pve Open 836.836.
758 967.PVC Open 836.836.
759 920.pve Open 36.762.762.
760 830.12.pve Open 32.763.45 763.43
762 30.pve Open 775.775.
763 833.12.pve Open 127.795.792.
764 330.pve Open 569.775.773.
765 140.Steel Open 435.543.541.13.
766 12.pve Open 032.820.820.
767 356.pve Open 570.777.775.
768 239.12.pve Open 772.772.
769 12.pve Open 796.796.
844 254.12.PVC Open 279.826.825.
845 230.12.pve Open 280.827.826.
846 188.12.pve Open 281.827.827.
847 383.pve Open 825.825.
848 176.pve Open 826.48 826.48
849 168.pve Open 827.827.
900 587.12.pve Open 872.847.842.
901 Steel Open 558.764.764.
904 143.12.pve Open 142.796.41 796.
906 60.12.pve Open 773.777.777.
907 798.pve Open 132.835.44 795.22.49 40.44
950 171.pve Open 763.42 763.42
954 48.pve Open 763.763.
958 76.pve Open 762.762.
959 345.pve Open 34.762.762.
960 37.pve Open 30.47 762.762.
964 139.12.pve Open 435.785.785.0.46
965 21.12.pve Open 789.789.
968 673.pve Open 775.775.Title: INITIAL RUN Project Engineer: DMe
w:\...\2006 scenario.wcd WatereAD v7.0 (07.00.049.00)01/17/07 11 :43:31 .(WIIentley Systems, Inc. Haestad Methods Solution Center Watertown, eT 06795 USA [phone] Page 15 of 16
Scenario: 2006
Fire Flow Analysis
Pipe Report
label length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure
(ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe
(ft)(ft)(ft/1000ft)Headloss
(ft)
971 601.pve Open 37.0.42 763.763.
972 79.PVC Open 763.763.
973 180.pve Open 39.763.763.
974 904.PVC Open 10.767.767.
975 179.pve Open 10.767.767.
976 344.pve Open 765.765.
977 178.PVC Open 765.765.
978 629.pve Open 570.781.54 777.
979 592.PVC Open 570.785.781.
980 752.pve Open 569.773.769.4.46
981 pve Open 872.11.769.768.60.0.42
982 100.12.pve Open 569.773.773.
984 126.12.pve Open 11.789.789.
985 103.PVC Open 789.789.
986 207.PVC Open 789.789.
987 32.PVC Open 772.772.
988 415.pve Open 11.789.789.
997 147.pve Open 11.789.789.
998 54.pve Open 11.789.789.
1014 443.pve Open 559.771.768.
1015 162.pve Open 559.771.771.
1029 716.12.pve Open 785.785.
1030 229.12.pve Open 785.785.
1031 211.12.pve Open 785.785.
1032 536.pve Open 1.11 763.49 763.49
Title: INITIAL RUN Project Engineer: DMC
w:\...\2006 scenario. wed WatereAD v7.0 (07.00.049.00)01/17/07 11 :43:31 mJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA [phone] Page 16 of 16
Scenario: 2006
Fire Flow Analysis
Pump Report
label Discharge Control Elevation Intake Pump Discharge Calculated
(gpm)Status (ft)Pump Head Pump Water
Grade (ft)Grade Power
(ft)(ft)(Hp)
PMP-558.534.534.230.764.32.47
PMP-435.543.541.71.41 612.
PMP-46.610.611.152.763.
PMP-Pump cannot deliver 610.611.763.
PMP-Pump cannot deliver h 610.611.763.
PMP-142.399.2,419.377.796.41 108.
PMP-773.2,473.493.283.777.55.41
PMP-132.372.2,422.413.44 835.44 118.
PMP-Boost 872.Fixed Speed Override 640.768.78.44 847.37.
Title: INITIAL RUN
w:\...\2006 scenario.wcd
01/17/07 11 :43:44 mJBentley Systems, Inc.
Project Engineer: DMC
WaterCAD v7.0 (07.00.049.00)
Haestad Methods Solution Center Watertown, CT 06795 USA + 1-203- 755-1666 Page 1 of 1
Scenario: 2006
Fire Flow Analysis
Tank Report
label Base Minimum Initial Maximum Inactive Tank Inflow Current Calculated CalculatedElevationElevationHGlElevationVolumeDiameter(gpm)Status Hydraulic Grade Percent(ft)(ft)(ft)(ft)(gal)(ft)(ft)Full
(%)
610.610.611.618.N/A 388.Filling 611.
Title: INITIAL RUN
w:\...\2006 scenario.wcd
01/17/07 11 :43:57 g)lJBentley Systems, Inc.
Project Engineer: DMC
WaterCAD v7.0 (07.00.049.00)Haestad Methods Solution Center Watertown, CT 06795 USA [phone] Page 1 of 1
Scenario: 2006
Fire Flow Analysis
Valve Report
label Elevation Diameter Control Discharge From Headloss Calculated
(ft)(in)Status (gpm)HGL HGl (ft)Pressure
(ft)(ft)Setting
(psi)
FCV-Hwy 55 602.12.Closed 820.772.
FCV-5 Southhampton 652.Closed 772.820.
FCV-6 GREAT SKY Wy 569.12.Inactive 789.789.
TCV-Horse Shoe Bend 620.Throttling 570.777.777.
PSV-1 Floating Feather 653.12.Throttling 1 ,032.820.773.47.72.
TCV-State at Well 4 565.12.Closed 762.796.
Title: INITIAL RUN
W:\...\2006 scenario. wed
01/17/07 11 :44:11 &/Bentley Systems, Inc.
Project Engineer: DMC
WaterCAD v7.0 (07.00.049.00)Haestad Methods Solution Center Watertown, CT 06795 USA [phone] Page 1 of 1