20140623Fire Protection Study.pdf

www.welchcomer.com
1 208-664-9382
877-815-5672 (tee free)
208-664-5946 (tan)
350 E.Kathleen Ave.
I Coeurd’Alene,1083815
S?LW-13&1
PRELIMINARY ENGINEERING
REPORT
FOR
SPIRIT LAKE EAST FIRE FLOW ANALYSIS
SUBMITTED TO
I!i 1=1
JUNE2014
©2014 Welch,Corner and Associates,Inc.
WELCHCCOMER’Jff
ENGINEERS I SURVEYORS
5P L' t/")- t 3' o I
PneUIMINARY EITIoINEERING RepoRT
Sprnr Lnrcr Ensr Frne Fuow Arunlysrs
PRo.lecr No. 41 117
Sue[ruTTED To:
Waren Wonxs, lNc.
WELEH-EOMEFNil,rENctt{EEea I EuEvEVoac -JZ,
350 E. Kathleen Avenue
Coeur d'Alene, !D 83815
208-664-9382 r 208-664-5946 Fa,r
E-Mail: [e-mail]
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Table of Contents
1. DGCUTIVE SUMMARY
2. NEED/OBJECTIVE
2.1. Punpose
2.2. Scope 2
3. D(STING SYSTEM
3.1. OwuensxrpRttoMRruRoeueur
3.2. Descnrproru oF WATER Svsreu
3.2.1. Storage
3.2.2. Pump/Boosters
3.2.3. Piping 5
3.2.4. General Conditions
4. ANALYSISASSUMPTIONS
4.1. Assuuprorus
4.2. DeuRruo AND PLANNING
5. REQUIREMENTS
5.1. IDEQ: IDAPA 58.01.08 PUBLIC DRINKING WATER SYSTEUS
5.2. Sronnce
5.2.1. Operational Storage
5.2.2. Egualizing Storage
5.2.3. Standby Storage
5.2.4. Fire Suppression Storage
5.2.5. Storage Conclusion
5.3. Sounce
5.4. Boosrens
6. AI{ALYSIS: STORAGE, WELL PUMP, BOOSTERS AND HYDRANT PIACEMENT
6.1. SroRRce
6.2. Weu- Puup
6.3. Boosren PUMPS
6.4. HvonRrur PLAoEMENT
6.5. SceuRnros
6.5.1. Scenario 1
6.5.2. Scenario 2
6.5.3. Scenario 3
6.5.4. Scenario 4
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7. CONCLUSION
8. PHASING
8.1. PHASE I
8.2. PHASE II
8.3. PHase lll
8.4. PHnsE !V
8.5. PHASE V
8.6. PHASINGCottclustott
8.6.1. Phase I Financial Alternatives
9. REFERENCES
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Appendix
I A. Aeriat Map
I B. Hydrant Placement Map
C. Modeled Hydrants Map
I D. Existing Distribution Map
E. Scenario 1: Existing Lines
t F. Scenario 2:6-lnch Lines Replacement
I G. Scenario 3: 8-lnch Line Replacement
r H. Scenario 4: 10-lnch Line Replacement
I l. Estimated Initial Capital Costs
J. Phase lnformation
I K. Correspondence
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1. Execurve SuUMARY
Spirit Lake East Water System currently does not provide fire flow protection for
its existing water system. An evaluation of the existing system was conducted to
determine the required upgrades for the system necessary to provide fire suppression.
Based on the recommended fire flow for the system which was provide by Spirit Lake
Fire Districtl, the system was found to be deficient in source capacity, pressure
distribution, storage requirements and minimum pipe diameter for hydrant placement
when analyzed using ldaho Depaftment of Environmental Quality (IDEO) requirements
for systems designed to provide fire flow.
ln order for the system to provide the recommended fire flow, the following
system improvements would be required:
Sourceo One (1) additional production well producing 500 gallons/minute (gpm) at
600 feet total dynamic head [fDH)'.
Boosters
A total of four (4) 2S-horsepower boosters, 500 gpm each at 125 feet TDH
[fDH), replacing the existing two (2) 10-horsepower booster pumps
Storageo An additional 23,750 gallons of storage
Distributlon: Replacement of existlng water malns (See attached map)o 6-inch pipe: 12,420lineal feet. 8-inch pipe: 41,090 lineal feeto 10-inch pipe: 4,255lineal feeto Hydrants:54
The total cost of system replacement and upgrades is estimated to be
$5,833,700.
2. Neeo/OBJEcrvE
2.1. Punpose
The purpose of this plan is to evaluate the existing water system's ability to
provide fire suppression for the Spirit Lake East Subdivision.
1 Wayne Nowacki, Fire Marshal and John DeBernardi, Fire Chief were consulted in regards to required fire
flow for the Spirit Lake East Development.
2 Due to substantial modification to the water system, IDEQ requires two production wells for public water
systems. IDEQ should be consulted in determining if this requirement could be waived. A savings of an estimated
$354.000 could be saved without the additionalwell costs.
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2.2. Scope
This analysis is generally prepared following the requirements of IDAPA 58.01.08
ldaho Rules for Public Drinking Water System as well as guidance within the
Washington State Department of Health WSDOH) Water System Design Manual. This
plan will include the following topics:
o Projected Growtho This project is evaluated at complete buildout of 366 Equivalent Resident
(ER)
Water System Demandso Since historicalflow data is not available, demands were determined
using design guidelines from WSDOH, Water System Design Manual,
IDEQ and Spirit Lake Fire District requirements
Sourceo Review of existing pump capacities and status.
Storageo Evaluate existing storage capacity.
Distribution Systemo Evaluate existing system capacity.o Hydraulic Modelo Modeling based on current capacities and future requirements
3. ExSING SYSTEM
3. 1 .OwneRsHrP nno MnNeoEMENT
The Spirit Lake East water system is currently owned and operated by Leslie
Abrams, with Water Works, lnc. The system has been in operation since the late
1970's.
3.2.DescnrmoN oF WATER Svsreu
The Spirit Lake East Water System is located in Township 53 North, Range 4
West, Section 2,3,4,9, 10 and 11 in Kootenai County. The water system also serues a
smal! development in Township 54 North, Range 4 West, Section 35 in Bonner County.
The system is projected to service 366 residential connections at complete buildout
and is currently servicing approximately 293 connections. Figure 3-1 below illustrates
the extent of the boundary of Spirit Lake East Development.
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Figure 3-1: Spirit Lake East Development
The existing water system is comprised of one (1) 192,400 gallon concrete
storage tank, one (1) 100-horsepower submersible pump, three (3) booster pumps, a
175 kilowatt Caterpillar standby generator and 126,585 lineal feet of piping. Figure 3-2
below illustrates the extent of the distribution lines of Spirit Lake East Development.
Figure 3-2: Existing Conditions
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3.2.1. Sroanor
There is currently one storage tank that is serving the Spirit Lake East
Development. The storage tank is located within the southwest corner of the
development and was constructed in 1979. The concrete tank is 50 feet in diameter
with a total depth of 13.1 feet. The tank has had only one known deficiency within its
life time. It was documented to be leaking at a level approximately 5.5 feet below the
overflow, limiting the capacity to 112,000 gallons. To remedy the leak, the tank is
patched annually and is assumed to operate at its design volume of 192,400 gallons.
Table 3-1 below summarizes the characteristics of the storage tank.
Table 3-1: Storage Tank
Tank Date
Constructed Materlal Type Diameter
(ft.)
Depth
(ft.)
Usable
Volume
(gallons)
Spirit
Lake East 1 979 Concrete Above
Ground 50 13.1 192,400
3.2.2. Puup/Boosrens
Spirit Lake East receives water from the Spokane Valley - Rathdrum Prairie
Aquifer via a single 100 horsepower submersible well pump. According to the original
well log from 1974, the well casing is steel ranging from 16 inches to 20 inches in
diameter. The well is approximately 600 feet in depth with a static water level of 558
feet. The well casing was perforated by a Mills knife from 572 through 597 feet with a
total of 357 perforations that are approximately 2.5 inches by 0.5 inch in size. The well
was unscreened and was not gravel packed.
The pump required replacement in September 2OO4 and again in June 2013.
The problems that led to the pump malfunctioning were never diagnosed. Well sanding
has been an issue in the past, according to a 1987 IDEQ report. The repoft indicated
that the well was redeveloped in 1987, but never screened (Welch Comer &
Associates, lnc.). Table 3-2 below illustrates the characteristics of the well pump.
Table 3-2: Well Pump
Spirit Lake East water system includes three booster pumps that operate on
variable frequency drive (VFD) motors. The pumps consist of two (2) 1O-horsepower
Source Year
Establlshod
Well
Diameter
(inch)
Motor
(Horsepowefl
Year
lnstalled
Cunent
Source
Gapaclty
(gpm)
Backup
Power
Supply
Water
Source
Elevation
(ftJ
Well#1 '1974 16-20 100 2004 480 175 kw
Generator 558
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Berkeley booster pumps and one (1) 2S-horsepower Peerless booster pUffip, which are
controlled by pressure switches. The booster pumps draw water from the bottom of
the storage tank and pressurize the system. Table 3-3 below illustrates the
characteristics of the booster pump system.
Table 3-3: Booster Pumps
Type Motor
(Horsepower)
Number
of Pumpo
Operatlng
Polnt
lntake
Prsosurc Bypass Generator
Berkeley
B,21/2
TPMS
'10 2 250 gpm
at 60 psi -9 psi No Yes
Peerless
Series C,
8304
25 1
500 gpm
at 60 psi -9 psi No Yes
3.2.3. Prprrua
There is an estimated 126,585 linealfeet of pipe within the Spirit Lake East
Water System, comprised of galvanized, PVC and steel. The piping ranges in size from
1 inch to 12 inches in diameter. A majority of the piping consists of Class 160 PVC that
was installed prior to 1985. With proper installation Class 160 PVC piping has an
expected design life of 60 years. lmproper installation (i.e. poor bedding, etc.) can
greatly reduce the expected life to less than 20 years. Throughout the life of the system
there has been periodic leaks/breaks within the main line and services. However, leaks
are difficult to locate due to the granular soil conditions of the service area (Welch
Comer & Associates, lnc.). Table 3-4 below summarized the size and piping material
within the water system.
Table 3-4: Existing Piping
Slze
{lnchesl
(Unealfeet)
Galvanlzed PVC Steel Total
1 495 495
2 2,862 2,862
2.5 I 8
3 3,897 3,897
4 16 37,202 37,218
6 8 56,736 56,744
I 22,638 22,639
10 2,698 2,698
12 25 25
Tota!527 126,033 25 126,585
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3.2.4. Geurant Couotnous
The condition of the existing waterlines are unknown. ln2OO4 Welch Comer
Engineers recommended that the condition of the existing pipes and estimated loss be
verified and remedied, if required. Information provided by the system's owner and
operator, Leslie Abrams, indicated that leak detection has been completed on the
system since 2OO4.lt was estimated that the system experiences an overall loss of 8%.
Leaks were found to be located on the connection point of the service and main line
and were repaired.
4. ANALYSIS AssuuprloNs
4.1.AssuumoNs
Since an accurate measure of historical well data is not available for the Spirit
Lake East water system, it will be assumed that approximately 15o/o of total well
production is lost and the system will be evaluated at complete buildout of 366
connections.
The analysis of the system's capacity will be based on values provided in Welch
Comer Engineer's 2OO4 report, the following assumptions were made:
o 1 connection or ER = 430 gallons/day (gpd)r The estimated ER value assumes a 15% loss
4.2. DeumD Ai.rD PuanNrue
There are three demands that are required to be calculated, Average Day
Demand, Maximum Day Demand and Peak Hour Demand. The following definitions
were taken from the WSDOH, December 2009 Water System Design Manual:
Average Day Demand (ADD) - The average gallons of water consumed per day
per equivalent residential unit (ERU or ER) over the course of one year. For this report,
ADD is equal to 430 gpd and was assumed based on the State of ldaho Technical
Guidance Manual.
Maximum Day Demand (MDD) - The maximum amount of water estimated to be
used over a period of one year. For this analysis a peak factor of four times the ADD
wil! be used to estimate the MDD. MDD = 430 x 4 = 17OO gpd per ER.
Peak Hour Demand (PHD) - The maximum amount of water used over a period
of one hour in one year. lt was estimated using the WSDOH December 2009 Water
System Design Manual equation for PHD for systems consisting of between 250 and
5OO ER:
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Eqn. 5-1: Determined PHD PHD = (MDD/1 440)"(C.N+F)+1 I
PHD = 944 gpm, Peak Hour Demand (gallons per minute)
C = 1.8, Coefficient Associated with Ranges of ER's; Table 5-1
N = Number of ERU's (366)
F = 125, Factor Associated with Ranges of ER's; Table 5-1
MDD = 1700 gpd per ER
5. REOUINEMENTS
The IDEQ, IDAPA 58.01.08 ldaho Rules for Public Drinking Water System was
used as reference for design requirements for required fire suppression. IDAPA
58.01.08 defines a public water system must meet the following requirements to
provide fire flow from its system:
5.1. IDEQ: IDAPA 58.01.08 Puauc Dmurcno Waren Svsreus
Section 003. Definitions
o 15. Components of Finished Water Storageo Dead Storage - Storage that is not available for use in the system.
o Effective Storage - All storage other than dead storage.
o Operational Storage - Storage supplies of water, when under
normal conditions and sources are not operating consist of the
larger of the following:
. Volume required to prevent excess pump cycling and
ensure volume of components are full and ready for use.
. The volume needed to compensate for the sensitivity of the
water level sensors.
Equalization Storage - Storage of finished water in sufficient
quantity to compensate for the ditference between a water
system's maximum pumping capacity and peak hour demand.
Fire Suppression Storage - Water needed to support fire flow in
systems that provide it.
Standby Storage - Storage that provides a measure of reliability or
safety factor should sources fail or when unusual conditions
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I impose higher than anticipated demands. Normally used for
emergency operation, if standby power is not provided.
Section 550. Design Standards for Public Drinking Water Systems
o 06. Distribution Systemo ln-line booster pumps shall maintain an operating pressure no less
than 20 psi, and shall be supplied with automatic cutoff when
pressure is equal to or less than 5 psi.
o Fire hydrants shall not be installed on a line smaller than 6 inches
in diameter, and fire hydrants shall not be installed unless fire flow
is provided
Section 552. Operating Criteria for Public Water Systems
o 01. Quantity and Pressure Requirementso During maximum hourly demand conditions (excluding fire flow)to
maintain a minimum pressure ol20 psi within the system.
o Any public water system designed to provide fire flows shall be
designed to provide such flows in addition to maximum daily
demand for all other uses combined.
o A minimum pressure of 20 psi during all flow conditions.
o Normal working pressure in a distribution system shall be at least
35 Psi.
5.2. SronaoeIar Under IDEQ requirements, storage is broken into two main categories: DeadI
Storage and Effective Storage. Dead storage is considered all storage that does not
t meet minimum supply requirements. Since the water system relies on booster pumpsr that draw water from the bottom of the storage tank to pressurize the system, the
system is considered to be composed of all effective storage.
I As defined above, effective storage consists of operational, equalization, fire
suppression and standby storage. Each component of effective storage is described in
I greater detail below.
5.2.1. OpeaenoruetSroanoe
Operational storage is determined on the amount of allowable draw down that a
tank operates before the well resupplies the tank to full capacity. The draw down depth
was assumed to be 2 feet, making the operational storage equalto 29,400 gallons.
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I s.2.2. Eounuzrua sroanor
I Equalizing storage is the difference between the water systems maximum
I pumping capacity and peak hour demand for a duration of 150 minutes. The current
water system produces 500 gpm from their sole producing well. The PHD was
I calculated at 945 gpm for a deficit ol 445 gpm for the system or 66,750 gallons (445
I gpm x150 minutes = 66,750 gallons).
r 5.2.3. SrnruoerSroRAeEIStandby storage is intended for use during emergency conditions. If a system
does not contain standby power, the system is required to provide water for 8 hours of
I operation at ADD. Since-spirit Lake Eait provides standby power3, they are exemptr from this requirement.
t 5.2.4. Hae Suppnesspu Sroanee
Spirit Lake Fire District determined that the required fire flow is 1,000 gpm at 20
I psi of pressure, for a2 hour duration.
r Eqn. 9-4: FSS FSS = (FF)"Tm
t Where: FSS = Fire suppression storage
FF = 1000 gpm, required flow rate
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Tm = 120 min, duration of flow rate
Based on IDEQ requirements, fire suppression storage is calculated at 120,000
I sdlons'
5.2.5. Sronnoe Coructustou
I ln conclusion, the system is required to maintain the following storage
requirements during fire suppression:
I o Dead Storage - 0 gallons, tank is drawn from bottom and booster provide
required pressure.
I o Effective Storage:o Operational Storage -29,400 gallons (2 ft. draw down)I : 5[xtffiT,:,:f"J1',S,i,3ff?.?fl5ff [1f"?',r,Bllu"1;''"'""o Fire Suppression Storage - 120,000 gallons (1,432 gpm for 120
I minutes)
3 175 KW caterpillar generator capable of operating the entire system during emergency conditions.
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Tota! storage required is estimated at 216,150 gallons. The current system
supplies 192,400 gallons, which is deficienlby 23,750 gallons.
5.3.Sounce
Spirit Lake East relies on one (1) 100-horsepower submersible well capable of
producing 500 gpm with 600 feet of TDH. IDEQ requires that, with the largest pump
out of service, the system needs to be able to supply MDD of 1,700 gpd/ER or 432
gpm.
5.4.Boosrens
IDEQ requires that, with the largest booster down, the system needs to be able
to supply MDD plus fire flow or PHD for a 120 minute duration, whichever is greater.
MDD (a32 gpm) plus fire flow (1000 gpm) is considered to be 1,432 gpm, while
PHD was calculated at944 gpm.With that being said, with the largest booster down,
the system is required to supply 1,432 gpm for 120 minutes to the system.
6. ANALysts: SronneE, WELL PulrR, BoosreRs AND Hyonaur
PuaceuENT
6.1.Sronnoe
The system is required to provide total storage of 216,150 gallons to meet IDEQ
requirements for fire flow. Currently the system provides 192,400 gallons for a deficit of
23,750 gallons.
6.2.Weu- Puup
The system is comprised of a single well that produces 500 gpm. IDEQ requires
the system to be evaluated to handle the MDD with the largest well out of seruice. The
system is deficient to provide required pump capacity per IDEQ standards. To come
into compliance, the system will be required to install an additional well that can supply
a minimum of 432 gpm.
6.3.Boosren Puups
The system is comprised of three booster pumps. IDEQ requires the system to
meet MDD plus fire flow with the largest of the three boosters (25-horsepower) out of
seruice. This leaves the system to operate with the two (2) 10-horsepower boosters in
operation, with a maximum combined flow of 500 gpm. With the largest booster out of
service the system is deficient by 932 gpm.
To be compliant, the system is required to provide a MDD (432 gpm) plus
required fire flow (1,000 gpm) for a total flow of 1,432 gpm. The current booster system
provides approximately 1 ,000 gpm between the two (2) 10-horsepower booster pumps
at 250 gpm each and one (1) 2S-horseppower booster at 500 gpm. Due to space
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constraints within the pump house, it is recommended that the two (2) 10-horsepower
booster pumps be upsized to two (2) 2S-horsepower booster and add an additional25-
horsepower booster for a total of four (4), 2S-horsepower boosters to achieve a
minimum total flow ol 1,432 gpm.
6.4.Hvonnxr Pueceueur
Per conversations with Spirit Lake Fire District and IDEQ Public Drinking Water
System requirements, the system is required to have fire hydrants located within 1,000
feet of residence and on 6-inch lines or larger.
To meet the requirements, approximately 54 hydrants will have to be installed
within Spirit Lake East. Figure 6-1 below illustrates the location of the modeled
hydrants.
Figure 6-1: Approximate Fire Hydrant Locations
6.5.Scexmps
Fire flow analysis was modeled in four scenarios based on a steady state
analysis and an extended period simulation (EPS). The steady state analysis placed the
minimum fire flow requirements (1,000 gpm at a pressure of 20 psi) on each hydrant
node. The model was used to evaluate the distribution lines contributing to the
hydrants and determine if they were adequately sized to handle the increased flows.
Once the distribution system was upgraded to meet the minimum flow requirements
within steady state, an EPS was then conducted. The EPS was used to evaluate the
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system as it would operate under normal conditions, calculating the draw down from
the tanks as they supplied water to the system through the booster pumps.
Within all four scenarios modeled, a total of 19 hydrants were placed in
representative locations within the distribution system. Representative locations were
selected based on distance from sources and elevation. Figure 6-2 below illustrates
the location of all hydrants placed within the analysis.
Figure 6-2: Analysis Hydrants
6.5.1. Sctrunnro 1
Scenario 1 consisted of modeling the existing lines within the system with the
required upgraded booster pumps installed and operating. This scenario was
conducted to establish baseline conditions for the distribution system.
Baseline conditions consist of providing the minimum storage and flow rate
within the system. To meet the requirement the system was modeled in all four
scenarios with the following characteristics:
o Flow Rate: MDD (504 gpm) plus fire flow (1,000 gpm)o Three (3) 2S-horsepower VFD booster pumps supplying 500 gpm at 150
ft. TDHo One (1) 1OO-horsepower Well supplying 500 gpm at 600 ft. TDHo One (1) storage tank
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Once baseline conditions were established, it could be determined what
required upgrades would be needed to the piping to establish the minimum flow and
pressure requirements.
Upon completion of the analysis of Scenario 1, it was determined that the
system was inadequate to provide the required fire flow. The data determined from
Scenario 1 can be found within Appendix E.
6.5.2. Scnwap 2
Scenario 2 consisted of replacing all lines within the system that were below the
allowable fire hydrant connection size of 6 inches. The system was then evaluated with
the same requirements as Scenario 1. The system was found to be inadequate to
provide the required pressure and flow rate to all hydrants. The data determined from
Scenario 2 can be found within Appendix F.
6.5.3. Scetwnro 3
Scenario 3 evaluated the same distribution system as Scenario 1 and 2, with the
exception of increasing the line size from 6 inches to 8 inches.
A majority of the hydrants analyzed were meeting the required flow rates. Since
the total system was not compliant, an additional scenario was conducted. The data
determined from Scenario 3 can be found within Appendix G.
6.5.4. Scerwnto 4
Scenario 4 consisted of increasing the size of the distribution system to get the
system to be compliant with a!! IDEQ fire flow requirements. As with other scenarios,
the pipe replacement focused on the existing 4-inch main lines, then upsized additional
lines as found necessary to meet compliance to IDEQ standards.
To meet fire flow standards, Spirit Lake East Development will have to replace
existing lines with 12,420 feet of 6-inch, 41 ,090 feet 8-inch and 4,255 feet of 1O-inch
piping along with an estimated 54 fire hydrants, 500 gpm well and three (3) 25-
horsepower booster pumps. An illustration of the line replacement can be found within
Appendix H.
7. GottcuusroN
ln conclusion, the majority of pipe within the Spirit Lake East Development is
undersized, to meet fire flow requirements.
Figure 7-1 below illustrates the modifications required to the existing system to
meet the required fire suppression flow rate, the minimum system upgrades are
presented below.
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Figure 7-1: Scenario 4 System Upgrades
la io t.0 m .E 1g I
Source Well
o Additional 500 gpm at 600 feet TDH
Booster Pumps
. Upgrade two (2) 1O-horsepower booster pumps to 25-Horsepower
boostero Add one (1) additional 2S-horsepower booster for a total of four (4) 25-
horsepower booster pumps
Storage
The system is deficient by 23,750 gallons of storage capacity. lt is our
recommendation to add an additional 50,000 gallon above ground tank on the same lot
as the existing storage tank. Since the system currently supplies all flow and pressure
through booster pumps an above ground concrete tank matching the existing tank is
recommended.
Distribution System
Considerable pipe upsizing is required within the development to meet IDEQ
standards.o 6-inch pipe: 12,420lineal feeto 8-inch pipe: 41,090 lineal feeto 1O-inch pipe: 4,255 lineal feeto Hydrants: 54
wELE"H-.EC/,l*F.Ew Page 14
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The total estimated cost to bring the Spirit Lake East water system in
compliance with IDEQ standards is estimated at $5,833,700. A detailed cost estimate
can be found within Appendix l.
8. Pxngue
As previously mentioned to initiate all recommended improvements an
estimated initial capital cost of $5,833,700 is required.
Currently, Spirit Lake East has approximately 293 connections or ER's. Based
on 20 year loan al3%o interest rate distributed over the existing 293 connections, an
estimated annual payment per connections is $1,338 ($1tZ per month per connection).
Table 8-1 below illustrates the estimated monthly cost for implementing the entire
project.
Table 8-1: System Replacement (293 Connections)
Total
Estimated
Cost
One Time
Payment Per
Gonnection
Annual
Payment Per
Connection
Monthly Payment
Per Gonnection
$5.833.700 $19.910 $1.338 $112
Terms: 3%, 20 Years, 293 Connectlons
Depending upon borrowing requirements of the development, the costs may be
distributed over all 366 lots. Based on the same loan requirements as previously
mentioned,20 year loan at 3o/o inlerest rate distributed over 366 connections, an
estimated annual payment per connection is $1,071 ($89 per month). Table 8-2 below
illustrates the estimated cost for implementing the entire project based on all service
connections.
Table 8-2: System Replacement (366 Connections)
Total
Estimated
Cost
One Time
Payment Per
Connection
Annual
Payment Per
Gonnection
Monthly Payment
Per Connection
$5,833,700 $15,939.07 $1,071 $89
Toms: 396,20 Yeals,366 Conn€c{lons
Due to the high initial capital costs associated with the required upgrades to
meet fire flow compliance, a series of five (5) phases of construction over a twenty (20)
year period is recommended. lt was estimated that the development would see a
growth of approximately 4 connections per year until the total buildout of 366
connections was established in year 20. Table 8-3 illustrates the percentage of buildout
assumed for each Phase of system replacement. Total estimated costs were
determined assuming an inflation rate of 3o/o per year. Each phase was modeled as a
steady state analysis using WaterCAD.
wELEH-.CC/,!!!_e.Esff Page 15
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Table 8-3: Phase Year/Buildout Percentage
Year Gonnectlons Bulldout (%)
0 293 8Oo/o
5 312 85o/o
10 331 9Oo/o
15 349 95o/o
20 366 10Oo/o
8.1. Pmse I
Phase I of the proposed system upgrades consists of the well and booster
upgrades along with an estimated 9,619 lineal feet of 8-inch water main, 4,255lineal
feet of 10-inch water main, and the installation of 18 hydrants. Phase I has a total
estimated cost of $1,911,000. A detailed cost analysis and map depicting the
configuration of Phase I can be found within Appendix J.
8.2.Pnnse ll
Phase II was estimated at be at 85o/o of complete buildout. This phase consists
of 13,181 lineal feet of 8-inch water main, eleven (1 1) additional hydrants and the
installation of a 50,000 gallon above ground storage tank4. Phase !l has a total
estimated cost of $1,699,200. A detailed cost analysis and map depicting the
configuration of Phase ll can be found within Appendix J.
8.3.Prnse lll
Phase Ill was estimated at9Oo/o of complete buildout. This phase consists of
13,330 linea! feet 8-inch water main and the installation of an additional t hydrants.
Phase lll has a total estimated cost of $1,663,500. A detailed cost analysis and map
depicting the configuration of Phase lll can be found within Appendix J.
8.4.Prnse lV
Phase IV was estimated at95o/o of complete buildout. This phase consists of
5,257 lineal feet of 6-inch water main, 4,960 lineal feet of 8-inch water main and the
installation of 9 additional hydrants. Phase lV has a total estimated cost of $1,476,200.
A detailed cost analysis and map depicting the configuration of Phase !V can be found
within Appendix J.
a Upon completion of the analysis, it was determined that the system was deficient in storage capacity by
23,750 gallons. This quantity was determined using a conservative approach for estimated flow rate for the system.
It is recommended to conduct flow monitoring to determine the actual usage rate. lf flow rates change substantially
the required storage may be reduced.
wELEH-CCir/lErF- :t\/liT Page 16
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8.S.Pxrce V
Phase V was estimated to be at complete buildout. This phase consists of 7,163
lineal feet of 6-inch water main and the installation of an additional 7 hydrants. Phase V
has a total estimated cost of $1,215,700. A detailed cost analysis and map depicting
the configuration of Phase V can be found within Appendix J.
8.6. PrnsrNG CoNcLUsroN
If the total project was completed in phases that happened every five (5) years,
based on an inflation rate of 37o, interest rate of 3o/o, and individual terms length of 5
years, the estimated monthly cost for each connection is between $60 and $119. Table
8-6 below illustrates the estimated monthly payment amount for each phase on
construction.
Table 8-6: Phase Rates
Assumotions:
Annual inflation rate of 3% lor 20 year loan term
5 year loan term at 3% interest rate
Approximately 4 connections added per year
8.6.1. Ptase I FttaucutAtrzatwnws
Due to the high estimated monthly payment amount, Phase I monthly cost was
determined on a 20 year and 30 year loan amount based on 293 connections and 366
connections. By constructing only Phase l, the term of the loan could be extended,
lower the monthly expenditure for the residents, while still providing limited fire
protection for the area.
Based on20 year and 30 year loan at 3olo interest rate distributed over 293
connections, the monthly rate per user was determined to be $37 anO $26 respectively.
Table 8-4 below illustrates the difference between the 20 and 30 year loan amounts.
Phase
Total
Estimated
Cost
Year
Annual
Payment Per
Connection
Monthly Payment
Per Gonnection
Bulldout
Percentage
$1,91'r,000 0 $1.424 $1 19 8Oo/o
I $1,699,200 5 $1,189 $ee 85%
lil $1,663,500 10 $1,097 $e1 9Oo/o
IV $1,476,200 15 $924 $77 95o/o
V $1,215,700 20 $725 $60 100%
Total $7.965.600
wELCH-.co,lllF.Esff Page'17
Table 8-4: Phase I Extend Loan Options 293 connections
I
Phase
Total
Estimated
Cost
Term
Annual
Payment Per
Gonnection
Monthly Payment
Per Gonnection
Bulldout
Percentage
IA $1,911.000 20 $438 $37 80o/o
IB $1,911,000 30 $312 $26 80%
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Phase I was then evaluated at being distributed over all 366 connections. Based
on 20 year and 30 year loan at 3% interest rate distributed over 366 connections, the
monthly rate per user was determined to be $29 and $22 respectively. Table 8-5 below
illustrates the cost difference between the loan options and payment amounts.
It should be noted that Phase I does not consist of adding the additional storage
that was determined to be required. !t is recommended that additionalflow monitoring
be conducted to determine the actual flow rate of the system and to reevaluate the
storage requirements upon fufther data.
9. RereReNcEs
Welch Comer & Associates, lnc. Spirit Lake East WaterSystem Analysis.
System Analysis. Coeur d'Alene, ID: Welch Gomer & Associates, lnc., 2004. Document.
Table 8-5: Phase I Extended Loan Options 366 connections
Phase
Total
Estimated
Cost
Term
Annual
Payment Per
Connection
Monthly Payment
Per Connection
Bulldout
Percentage
IA $1,911,000 20 $351 $29 lOOo/o
IB $1,911,000 30 $266 $22 'tooyo
wELEH-c;oMlerei\/Ir Page 18
APPENDIX A:
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SCENARIO 1: ExISTI NG
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(rvA)
(tl/A)
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Scenario: Scenario 1, Buildout: Peak Day plus Fare Flow
Current Time Step: 0.000Hr
Fire Flow Node FlexTable: Fire Flow Report
Lab€l
J-14J4
J-9
J-12
..115
J-19
J-20
J-8
J-1 1
J-7
J.1E
J-15
J-10
J-21
J-13
J-3
J-17
J-45
J-48
J41J42
J-{6
J47
J-86
J-79
J-74
J-78
J-83
J-70
J-82
J-87
J69
J-73
J.6'2
J-81
J63
J-80
J-72
J6'l
J-71J65
.J.77
J€6J67
J-76
J-124
J-150
J-l3E
J-117
J131
J-'112
J-1 19
J-134
I145
J-14',1
J-135
J.152
J-139
J-126
)-'t24
J-151
J-'t58
J.120
.t121
.t127
.t125
.r155
J-136.r116trl44
..1157
.-1163
J-154+133
.-l16rl
+140,!'t53
!'159.r218
J-224
..1216
J-217
,L215
J-245
J-235
J-219
J-220
J-221
J-224
J-225
J-227
J-229
J-230
J-231
J.232
J-233
J-2U
J-235
ZonG
Zonel
Zon61
Zon61
Zone'lZone'lZonelZonelZonelZone'lZonelZonelZonelZon6lZon6l
Zon61
Zon61ZonelZonelZonelZonelZonelZonel
Zon61
Zonc'l
Zoncl
Zone1
Zonel
Zonel
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Zon61
Zone'l
Zonel
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Zonel
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Zone'l
Zone'l
Zone'lZonelZonelZonelZonel
Zon&'l
Zone-1
Zone'l
Zonel
Zonel
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Zone-1
Zone-'l
Zono-1
Zone-1
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Zone-1
Zone-1
Zone.1Zonel
Zon+1ZonclZooelZooclZonel
Zon&1ZonBlZonelZonel
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Zone'lZonelZonelZonelZonelZonel
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Firc Flry
Itoralions
Satisties FiB
Flow
ConstEints?
Firc Flm
(Nesded)
(spm)
1,000't,000
1,000
1.000
1,000
1,000
1,000
1,m0
1,000
1,000
1,000't,000
'I,000
1,000
1,000
1,000
1,000
1,000't,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
't,000
1,000
1,000
1,000
1,m0't,m0
1,000
1,000
1,000
'r,000
1,000
1,000'1,000
1,000
r,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000'l,000
1,000
1,000
1,000
'1,000
1,000
1,00o
1,000
1,0oo
1,000
1,000
1,000
1,000
1,000
1,000
1,000
t,(xro
r,000
1,000
1,000
1,0m
1,0m
1,0m
1,000
1,000
1,000
1,000
1,000
1,000
1,000't,000
1,000
1,000
Fire Flw
(Available)
(9pm)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Fld
Crot€lNsld.d)
(spm)
1,000
1,000
1,001
1,003'l,000
1,003
1,003
1,001
1,001
1,003
1,00'l
1,000
1,003
1,003
1,001
1,006'l,000
1,004
1,000
1,003
1,000
1,009
1,006't,oo7
't,000
1,004
1,000
1,O21
1,003't,000
1,009
1,003
1,006
1,O't2
I,009
1,000
1,006
't,000
1,000
1,000
1,000
'r,006
1,006
1,010'I,009
1,0't2
1,006
1,006
1,004
1,007'I,007
'I,000
1,006
I,000
1,009
1,007
't,000
1,010
1,006
1,000
'1,000
1,007
1,000
1,000
1,000
1,009
1,013
1,000
1,003
1,000
1,003
1,013
1,019
1,@l
1,0(x
1,000
1,000
1,006
1,009
1,000
1,000
1,006
1,000
1,012
1,003
't,009
1,000
1,000
I,000
1,0t0
1,015
1,009
1,O12
't,010
1,012'1,013
1,007
1,009'r,010
Fla OotalAvsilsbls)
(spm)
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20.0
20.0
20.0
20.0
20.0
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(psi)
u.2
87.0
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'106.3
90.3- 48.6
8E.6
83.2
96.5
84.6
48.6
79.9
96.9
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66.9
90.3
105.1
87.9
84.6
88.1
47.3
6E.1
81.3
84.6
96.5
89.0
47.0
82.9
49.9't05.0
47.7
96.4
48.2
87.8
17.3
88.3
47.7
88.3
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105.1
96.3
89.5
99.0
96.2
98.0
98.1
100.8
113.3u.4
96.9
105.1
46.0
100.8
96.6
'105.0
89.0
81.8
81.3
88.8
E4.6
57.3
93.6
85.5
22.5
87.9
93.6
18.6
105.0
105.0
86.3
a7.4
79.6
56.4
79.6
100.8
95.i|
47.4
86.3
89.9
92.7
79.7
88.8
85.5
83.8
5.2
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84.6
81.0
88.3
89.2
85.0
87.3
88.1
79.1
E7.9
96.2
105.6
PE$uE
(Zone
Lowr
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20.0
20.o
20.0
20.0
20.o
20.0
20.0
20.o
20.0
20.0
20.o
20.o
20.0
20.0
20.0
20.0
20.o
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.o
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.020.0
20.0
20.0
20.0
20.0
20.0
20.0
Pc$uB
(Cd@lated
Zone Lrer
Limit) (psi)
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
18.6
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
Junclron
Minimum
PEssrc
(Zone)
.t219
,t219
..1219
.-1219!219
.!219.r219
..1219
,t219
.t219
.J-219
J-219
J-219
J-2'19
J-219
J-219
J-2't9
J-219
J-2't9
J-2'r9
J-2'19
J-219
J-z't9
J-219
J-2'r9
J-2'19
J-2'19
J.219
J-219
J-219
J-219
J-219
J-219
..12't9
+219
+219
+219
J-219
J-219r219
J-219
.L219
.,1219
J"219
.,1219
J-2',t9
J-219
)-219
J-219
J-219
J-219
J-2't9
J-219
J-219
.r219
..L219
,t219
,t219
J-219
J-219
J-219
J-219
J-219
.-1219
.L219
.r219
J-219
1219
.-1219
.-1219
.-L219
.t 219
J-219+219
r219
.1219
,r219
.t219
.-r-219
,r.219
J.219
..L219
*219
,-1219
.-L219
J-219
+.155
J-219
r219
J-219
J-219
J-2',t9
J-219
J-219
J-z',t9
J-2 19
J-2',t9
J-219
J-219
Pc$uB
(Systsm
LiE it) (psi)
Fabe
Fals€
Fals6
FaBe
FaEe
False
False
False
Fabe
False
Falee
False
False
Fals€
Fslse
Fslse
False
Falg€
False
FalEe
Fabs
False
Fslso
Fabe
False
Fabe
False
Fslss
Fals6
FaBo
Felse
False
Fslse
Falso
False
FaBe
FabeFalsFal$
Fslso
Fabe
False
Fglse
FaBo
FaBe
False
False
Fabe
False
Fal3e
False
Falso
Fals6
Falso
Falss
Felse
Falre
False
False
FElse
False
False
False
False
Falss
Falss
Fal3s
FalseFal$
False
Falso
Felse
Fal$
FalsgF.l$
Fals
FalseFal$Fal$
FalseFal$
FalseFal$
False
False
False
False
Falso
False
Fals6
F9lge
Fal3e
False
FaBe
Falre
Fabe
False
Febe
Febe
--20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.o
20.o
20.0
20.0
20.0
20.o
20.0
20.o
20.0
20.o
20.o
20.0
20.o
20.0
20.0
20.o
20.0
20.o
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.o
20.o
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.o
20.o
20.0
20.o
20.0
20.o
20.o
20.0
20.0
20.0
20.0
20.0
20.0
6
7
0
4
0
21
3
0
3
6
12I
0
6
0
0
0
0
6
6
'10
9
12
6
6I
7
7
0
6
9
7
0
10
6
0
7
0
9
13
0
0
3
13
19
4
4
0
6
0
0
6
12
3I
0
0
0
'10
15
9
12
10
12
13
7I
10
20.0
20.o
20.o
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.o
20.0
88.5
57.3
58.6
88.3
20.0
20.0
20.o
20.o
20.o
20.0
20.0
20.1
20.0
20.0
25.8
20.2
20.o
20.0
20.6
20.1
20.0
20.0
20.o
20.o
20.0
20.o
20.o
20.o
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.o
20.0
20.0
20.0
I
15
7
0
1,25',1
I,030
925
549
1,164
465
971g4
932
793
1,097
1,107
85S
592
976
1Tt
7351,4ffi
,009
,016
,007
,000
,000
,000
,000
,000
,000
,000
,000
,000
,000
,000
,000
,000
,000
,000
,000
,000
,mo
,mo
0
0
0
0
'1,251
1,030
925
549
1,16/t
4E5
971
544
932
793
1,097
1,107
859
592
976
477
735
1,i108
I
I
J.237
..1238
.r239
J-240
H-1
t+2
H-3
H-4
H-5H€
t+7
t"t-6
Fr9
|.r10
tl-11
t+12
lt-l 3
H-14
H-15
H-16
H-17
H-l8
Zonel
Zonel
ZonelZonel<Nom>
<None>
<Nons>
<None>
<None>
<Nono>
<Nono>
<Nong>
<Nong>
<None>
<None>
<None>
<Non6>
<None>
<None>
<None>
<None><llffs>
Fal$
Fale
Fele
Fal$
Trua
Tru6
Fals6
FEls6
Trua
Fal3sFabr
Falsr
Fal3oFals
True
TrueFal$
FaBq
Falro
FaBs
FaBa
Truo
I,000I,mo
r,000
I,000
I,mo
1,000
1,000
1,000
1,000
1,000
't,000
1,mo
1,000
1,000
1,0@
1,000
1,000't,000
1,mo
1,mo
1.000'r,000
5.2
5.2
5.2
5.2
22.8
21.0
33.2
44,1
20.9
47.3*.2
37.4
32.4
29.5
20.0
20.0
40.2
47.3
20.0
17.3
10.7
22.4
J-219
J.219
[219
J2'r9
H-1H4
H-4
H-8
H-4
H-17
H4
H.{
H4
t+17
li-4lt4
l-l-,1j+17
!t-3j+17ltt0
ll-il
1
,l
1
1I
3
3
4
4
5
3
8
3
4
5
20
3
1
5
8I
1
\\NAS-01 \Prcjects\K4 1 \4 1 1 77 Spirit Lake East Fireflow\Report\Appendicies\Analysis\SpiritLakeEastFireFlow Irode12.wtgI
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APPENDIX F:
SoENARIo 2= 6-ltrtcH Ll trtEs
RePLACEMENT
wELSffSP!*,.=.M
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Scenario: Scenario 2: 6Jnch Line Replacement
Current Time Step: 0.000Hr
Fire Flow Node FlexTable: Fire Flow Report
Label
J-14J4
J-9
J-12
J-'t6
J-19.t20
J-8J-tl
J-7
J-18J-l5
J.10
J-21
J-13
J-3
J-'17
J-45
J-48
J-41
J42
J-46
J47
J-86
J-79
J-74
J-78
J-83
..170
J-82
J-87J69
J-73J42
J€1J63
.1.80
J-72
J61
J-71J$5
J-TI
J.66
J-67
J-76
J-128
J- l50
J-i38
J-1',17
J-131
J-142
J-1 19
J-134
J-145
J-141
J-135
J-152
J-139
J-126
J-124
J-151
J-122
J.158
J-120
J-121
J-127
J-125
J-155
J. t36
J-'t18
J-144
J-l57
J-153
J-154
J- 133
J-16i1
J-140
J-153
J-159
J.218
J-22A
J-216
J-217
J-215
J-245
J-235
J-219
J-220
J-221
J-224
J-225
J-227
J-229
J-230
J-231
J-232
J-233
J-2U
J-236
Zone
Zonel
Zon&1Zonel
Zon&1ZonelZonelZonelZonelZonel
Zonel
Zon&1Zo a-1
Zono-'l
Zone-1
Zono-'l
Zone-1
Zone-1
Zons-1
Zone-1
Zone-1
Zone-l
Zone-1
Zone-1
ZonelZonelZonelZone'lZone'l
Zon61ZonelZonelZonel
Zone'lZonelZonelZonel
Zon$1Zonel
Zonel
Zone'l
Zonel
Zone'l
Zonel
Zonel
Zonel
Zonel
Zonel
Zonel
Zonel
ZonelZondl
Zonel
ZonelZonel
ZonGl
Zon&1ZonelZonel
Zons-l
Zone-1Zonel
Zono-1Zonql
Zono-1
Zon61
Zono-1
Zon$1
Zone-1
Zon+1
Zons-1
Zon+1
Zon&1
Zonel
ZonelZonel
Zonel
Zonel
Zone'l
Zonel
Zonel
Zonel
Zone'l
Zonel
Zonel
ZonelZoielZon6l
Zonel
Zonel
Zone-'l
Zonel
Zone1
Zonel
Zonel
Zonel
Zonel
Zonel
Zonel
Zo 61
FiE Flry
IteEtions
Satisfies FiE
Flow
CondEints?
Firc Fltr(Needed)
(spm)
1,000
1,000'l,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
'1,000
'l,000
'r,000
1,000
1,000
1,000
1,000
1,000'l,000
1,000
1,000'l,000
'l,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
'1,000
'1,000
1,000
1,000't,000
I,000't,000
't,000
'l,000
'l,000
'1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
'1,000
1,000
1,00o
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
't,000
1,000
1,0O0
1,000
1,000
1,000
1,0O0
1,000
1,000
'1,000
1,000
'1.000
't,000
1,0O0
1,000't,000
'1,000
1,000
1,000
1,000
1,000
't,000
't,000
1,000
1,000
1,000
1,000
FiE Flw
(Available)
(gpm)
Flw
Ootal
N@d€d)
(opm)
Fld Ootal
Aveilabl€)
(spm)
PGssurc(R6idualLffir
Limit) (psi)
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.o
20.o
20.o
20.o
20.0
20.0
20.0
20.0
20.o
20.o
20.0
20.0
20.o
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
Prcssurc
(Cal@l8ted
Residuel)
(psi)
84.3
47.2
84.6
106.5
90.3
48.7
88.9
83.3
96.6
84.6
48.7
E0.0
97.0
a7.2
105.2
47.2
90.3
105.2
E8.0
84.6
aE.2
47.4
88.1
41.2
84.6
96.5
89.0
47.0
82.9
49.9
105.1
47.7
96.5
88.2
EE.O
47.48.2
a7.7
88.3
47.7
105.2
96.5
89.7
99.1
96.4
98.'l
98.2
100.9
113.4u.4
97.0
105.2
46.'l
100.9
96.7
105.2
89.0
81.8
8't.2
88.8
84.6
57.3
93.7
85.5
22.5
88.0
93.6
18.6
105.1
105.1
85.3
87.5
53.5
79.6
56.4
79.6
100.9
95.4
87.1
86.3
89.9
92.8
79.7
88.8
85.5
83.9
5.2
89.0
84.6
41.2
88.5
89.3
85.0
a7.4
88.2
79.2
88.0
96.4
105.7
PEssuE
(Zons
Lorer
Limit) (psi)
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.o
20.0
20.0
20.o
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.o
20.o
20.0
20.o
20.0
20.o
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
Prcssure(Calalaied
Zone Lorer
Limit) (psi)
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
18.6
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
Junclion
Minimum
PEs$rc
(Zone)
J-2't9
J-2'19
J-219
J-219
J-2'19
J-219
J-2',t9
J-219
J-219
J-219
J-219
J-219
J-219
J-2'19
J-2'19
J-219
J-219
J-219
J-219
J-219
J-219
J-219
J-219
J-219
J-219
J-219
J-219
J.2 t9
J219
J.219
J.219
J-219
.t-219
,L219
.t219
J.219
J-219
J-219
J-2'19
J-219
J-219
+.2'r9
J-219
J-219
J-219
J-2'19
J-219
J-2'19
J-2'19
J-219
J-2't9
J-2',t9
J-219
J-2'19
J-2'19
J-z't9
J-219
J-219
J-219
J-219
J-219
J-219
J-219
J-219
J-219
J-2't9
J-219
J-219
J-219
..1219
.-1219
J-219
J-219
J-219
J-219
.r.219
J-219
tr219
J-219
J-219
J-219
J-219
J-2't9
J-219
J-2',t9
J-2'19J-l55
J-219
J-219
J-2',t9
J-2',t9
J-219
J-219
J-z't9
J-219
J-2',t9
J-2't9
J-219
J-219
PessuG
(System
Lorer
Limit) (psi)
Falss
False
False
False
False
Falss
False
False
Felse
False
False
False
Felse
False
False
False
False
False
False
False
False
False
False
False
FaEs
FaB€
FaBe
False
False
False
False
False
Febe
Falss
False
False
F8lse
Fslse
Fake
Fabe
Fabe
Falss
False
False
False
Falss
False
Fabe
Felse
Fals€
Falso
Fals€
Falss
False
Felse
Fslse
False
FElse
False
False
False
Fabe
False
False
False
False
False
Fslse
False
FEls€
Fals
False
False
Falso
FaBsFalsFal$Fal$
Fel$
False
False
FaEe
False
False
False
False
False
False
False
False
False
False
False
FElse
Fabe
Fabe
Felse
False
Fals€
,000
,000
,001
,003
,000
,003
,003
,00'l
,001
,003
,001
,000
,003
,003
,001
,006
,000
,004
,000
,003
,000
,009
,006
,007
,000
,004
,000
,021
,003
,000
,009
,003
,006
,012
,009
,0(x)
,q)6
,0@
,000
,000
,000
,006
,006
,010
,(x)9
,012
,006
,006
,004
,007
,oo7
,000
,006
,000
,009
,007
,000
,0t0
,006
,000
,000
,007
,000
,000
,000
,009
,013
,000
,003
,000
,003
,0'13
,019
,00r,00r
,000
,000
,006
,m9
,mo
,000
,006
,000
,012
,003
,009
,000
,000
,000
,010
,0't5
,009
,012
,0't0
,012
1,0'13
1,007
1,009
1.010
0
0
1
3
0
,l
,|
1
0
3
3
1
6
0I
0
3
0I
6
7
0
1
0
21
0
9
3
6
12
9
0
6
0
0
0
066
10
9
'12
6
6
1
7
7
0
6
0I
7
10
6
0
7
0
0
0
13
0
0
3't3
19
4
4
0
0
6
9
0
0
6
0
12
3I
0
0
0
10
15I
12
10
12
13
7I
10
(r,uA)
(rvA)
(rvA)
(rvA)
(wA)
(r.r/A)
(r.r/A)
(N/A)
(ruA)
(r.r/A)
(r.r/A)
(ruA)
(wA)
(rvA)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(rvA)
(rvA)
(rvA)
(r.r/A)
(r.r/A)
(r.r/A)
(N/A)
(N/A)
(r,uA)
(wA)
(r.r/A)
(r.r/A)
(r.r/A)
(r,r/A)
(N/A)
(N/A)
(N/A)
(N/A)
(rvA)
(r.r/A)
(wA)
(wA)
(ruA)
(rvA)
(ruA)
(wA)
(r.r/A)
(ivA)
(wA)
(N/A)
(rvA)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(luA)
(rvA)
(N/A)
(wA)
(lvA)
(lvA)
(l.r/A)
(r'r/A)
(N/A)
(r.r/ )(rvA)
(wA)
(MA)
(N/A)
(tuA)
(N/A)
(N/A)
(rvA)
(N/A)
(wA)
(wA)
(wA)
(r.r/A)
(r,vA)
(r.r/A)
(r'uA)
(t'l/A)
(N/A)
(N/A)
T
I
I
I
I
T
I
I
I
I
t
I
I
T
I
I
I
I
I
,L237
+238
J-239
J-210
H-1
t1-2
Ft-3IH
H-5
H6
t+7
H-8
t+9
H-10ltl Itt12H-l3
lt-14
H-r5
H-16
H-17H-t8
Zonel
Zonel
Zonel
Zonel
<Nonc>
<Nono>
<Nono>
<Nona>
<Non6>
<Nong>
<Nono>
<Nono>
<Nong>
<Nom>
<Nono>
<Nom>
<Nom>
<Nong>
<Nonc>
<None>
<Non6>
<Non6>
Felse
Felse
False
Fsbe
True
TruC
FaEe
FsEe
True
True
False
FaB€
Falso
Febe
True
True
FaBr
Falss
Trus
FaEs
False
Tru6
1,000
1,000
1,000
1.000
1,000
1,000
1,mo
1,000'r,000
't,000
'I,000
't,mo
1,000
1,000
't,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
0
0
0
0
1,30.1
1,088
955
920
1,168't,0't3
972
965
941
820
1,098
I,l0rl
879
983
1,000
895
793
'1.431
1,009
1,016
1,007
1,m0
1,000
1,000
1,0(n't,m0
I,000
1,000'r,000
1,000't,000
1,000
1,000
1,000
't,000
't,mo
't,000
1,000
1,000't.000
I
'16
7
0'l,30.f
1,068
955
920
1,168
1,013
972
965
941
820
1,098
1,104
879
983
1,000
895
793
5.2
5.2
5.2
5.2
20.o
20.4
3't.2
34.8
20.9
39..1
36.32.6
32.1
3't.6
20.0
20.0
36.9
29.2
20.6
35.7
39.3
2',1.6
J-219
J-219
.t-2't9
J-219
H-4
l+,1
H-4
t-t-8tt4
t+4
l+4
H-,t
H-,1*17
li.4
t+4
tF4
H-4
t i-3
ll-4
t13
H-4
1
1
1
1
6
3
3
3
4
3
3
3
3
1
6
5
3
3
2
3
4
4
20.0
20.0
20.0
20.0
20.o
20.0
20.o
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
88.5
57.3
58.6
88.4
20.2
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
27.1
23.2
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
\\NAS-01 \Prcjects\K41 \41 1 77 Spirit Lake East Firellow\Report\Appendicies\Analysis\SpiritLakeEastFireFlow Model2.wtg
APPENDIX G:
SoENARIo 3: 8-ltrtcH LltrtEs
RePLACEMENT
wELFI3SWfnNIZ
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Scenario: Scenario - 3: SJnch Line Replacement
Current Time Step: 0.000Hr
Fire Flow Node FlexTable: Fire Flow Report
Lab€l
J-l1
J-4
J-9
J-12J.l6
J-19
J-20
J-8
J-1',l
J-7
J-18
J-15
Jn0
J-21
J- l3
J-3
J-17
J-45
J-48
J-4'l
J42
J-46J47
J-86
J-79
J-74
J-78
J-83
J-70
J-O2
J-87J59
J-73J62
J€1
J.63
J-80
J-72
J-61
J-71
J55
J.TI
J€6
J€7
J-76
J-124
J-150
J-138
J-1'17
J-t3'l
J-142
J-1't9
J- t34
J-1,15
J-141
J-135
J-152
J-139
J-126
J-124
J-151
J-122
J-'t58
J-120
J-121
J-127
J-125
J-155
J-136
J-1 18
J-144
.-1157
J-163
.!154
._r-133
..1164
.t't40
..1't53
J.159
J-214
,L224
.r216
J-217
+215
J-215
J.235
J-219
J-220
J-221
J-224
J-225
J-227
J-229
J-230
J-231
J-232
J-233
J-2U
J-236
Zono
ZonelZo 61
Zonel
Zonel
Zone'l
Zonel
Zonel
Zonel
ZonelZon6l
Zonel
Zonel
Zonel
Zoncl
Zoncl
Zonel
ZonelZonelZon6'l
Zon61ZonelZonelZonelZonel
Zone'lZonel
Zone'l
Zon+1Zonel
Zone lZonel
Zonel
Zonei
Zonel
Zone l
Zone'l
Zonel
ZonGl
Zonel
Zonel
Zone'l
Zonel
Zonel
Zone l
Zonel
Zone lZonel
ZonelZonel
Zon+1
Zon&1
Zon&1Zoiel
Zonel
Zono-1Zonel
Zon+1
Zona-1Zonsl
Zons-1
Zon$1
Zon$1
Zonel
Zonel
Zonel
Zoncl
Zone'1
Zon*1
Zonel
Zonel
Zonel
Zone l
Zonel
Zone l
Zonel
Zonel
Zon&1
Zon+1
Zone'l
Zon61
Zonel
Zoncl
Zonel
Zonel
Zonel
Zon&'l
Zonel
Zone'l
Zone'l
Zonel
Zonel
Zone'l
Zone'l
Zonel
Zonel
Zonel
Zonel
Zone'l
Zone-1
Sstislies FiE
Flow
Con3tEints?
FiE Flil
(Noeded)
(spm)
FiB Flw
(AEalable)
(spm)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Flry(rotal
Needed)
(gpm)
I,000't,000
1,001't,003
1,0m
1,003
1,003
1,001't,00'l
't,003
1,001
't,000
1,003
1,003
1,001
1,006
't,000
1,004
1,000
1,003
1,000
1,009
1,006
1,007
1,000
1,004
1,000
1,021
1,003
1,000
1,009
1,003
1,006
1,012
1,009't,000
1,006
1,000
1,000
1,000
I,000
1,006
1,006
1,0't0
1,009
1,012
1,006
1,006
'l,ooil
1,007
1,007
1,000
1,006
I,000
1,009
1,007
1,000'1,010
't,006
1,000
1,000
1,007't,000
1,000't,000
't,009
'1,013
1,000
1,003
1,000
1,003
1,013
1,019
1,004
1,0O4
1,000
1,000.t,006
1,009
1,m0
1,000'l,006
1,000
1,O12
1,003
'1,009
1,000
1,000
1,000
1,0.t0
1,015
1,009
1,012
1,010
1,012
1,013
1,007
1,009
1.010
Flw(fotal
Available)
(spm)
PBssuB(Rosidual
Lorer
Umit) (psi)
20.o
20.o
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.o
20.o
20.o
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.o
20.o
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
PEssuF(Cal@latsd
Residual)(pd)
84.3
a7.2
84.6
106.6
90.3
48.7
88.9
83.3
96.7
84.6
48.7
E0.0
97.1
97.2't05.3
87.2
90.3
105.3
88.1
84.6
aE.2
47.4
48.2
81.2
84.6
96.6
89.0
47.O
82.9
49.9
105.3
47.7
96.5
88.2
EE.1
47.4
48.2
47.7
88.2
47.7
105.3
96.5
89.8
99.3
96.5
98.2
98.3
101.0
113.5u.4
97.1
105.3
46.'l
101.0
96.7
105.3
89.0
81.9
8't.2
E6.8
84.6
57.3
93.7
85.5
22.5
E8.0
93.7
18.6
105.3
105.3
86.3
87.5
53.5
79.6
56.4
79.6
'101.0
95.5
87.1
86.3
E9.9
92.A
79.7
88.8
85.5
83.9
5.2
89.0
8.1.6
81.2
88.5
89.4
85.1
87.5
88.2
79.2
88.0
96.5
105.8
Pre$uE(ZoneLMr
Umit) (psi)
20.o
20.0
20.0
20.o
20.o
20.o
20.o
20.o
20.0
20.0
20.0
20.0
20.o
20.o
20.o
20.o
20.0
20.o
20.0
20.o
20.0
20.0
20.0
20.o
20.o
20.o
20.o
20.o
20.o
20.o
20.0
20.o
20.o
20.o
20.o
20.0
20.o
20.o
20.o
20.o
20.0
20.o
20.o
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.o
20.o
20.0
20.0
20.o
20.0
20.o
20.o
20.0
20.o
20.o
20.0
20.0
20.0
20.o
20.o
20.o
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
Pre$uE(Cal@lated
Zone Lorer
Limit) (psi)
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
18.6
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
Junclion
Minimum
Prcssure
(Zone)
.,1219
J-219
J-219
J-219
J-219
J-2',t9
J-219
J-219
J-219
J-219
J-2',t9
J-219
J-2'19
J-219
J-219
J-219
J-219
J-2't9
J-2't9
J-219
J-2't9
J-2',t9
J-219
J-219
J-219
J-219
J-2',t9
J-219
J-219
J-219
J-2',t9
J-219
J-219
J-219
J"2't9
J-219
.,1219
J-2't9
J-219
J-219
.-L219
f,219
,L219
.r2't9.t219
J-219
r219
J-2't9
J-219
J-219
J-2',t9
J-219
J-2',t9
J-219
J-219
J-219
J-2't9
J-219
J-219
J-219
J-2't9
J-219
J-219
J-219
..L219
J-219
J-219
.L219
J-219
J-219
J-2',t9
J-2't9
J-219
J-219
..1219
J-219
J-219+219
J.219.t219
+219!219
J-219
J-219.!219
J-2'19
J-155
J-219
J-2'19
J-219
J-219
J-219
.J-2 19
,-1219
J-219
J-219
.J-2't9
J-219
J-219
PEssuB
(Sysiem
Lowr
Umit) (psi)
(rvA)
(r'UA)
(N/A)
(rvA)
(rvA)
(N/A)
(wA)
(wA)
(r'r/A)
(rvA)
(N/A)
(N/A)(ivA)
(N/A)
(N/A)(ivA)
(r,r/A)
(r,r/A)
(r.r/A)
(r.r/A)
(ruA)
(N/A)
(ruA)
(r.r/A)
(wA)
(wA)
(ruA)
(ruA)
(rvA)
(rvA)
(ruA)
(rJA)
(wA)
(wA)
(t{A)
(wA)
(t'uA)
(N/A)
(N/A)
(ruA)
(rvA)
(r{A)
(N/A)
(N/A)(wA)
(N/A)(wA)
(rvA)
(rvA)
(r,r/A)
(wA)(wA)
(r.r/A)
(rJA)
(rvA)
(l,l/A)
(N/A)
(wA)
(wA)
(ruA)
(rvA)
(ruA)
(l'l/A)
(ruA)
(wA)
(N/A)
(N/A)
(ruA)
(r.l/A)
(r,uA)
(rJA)
(rvA)
(rvA)
(r'r/A)
(rvA)
(ruA)
(r.r/A)
(ruA)
(t'r/A)
(iuA)
(r,r/A)
(wA)
(wA)
(N/A)
(ruA)
(ivA)
(wA)
(N/A)
(N/A)
(rvA)
(N/A)
(N/A)
(N/A)
(wA)
(N/A)
(N/A)
(N/A)
(N/A)
(wA)
False
F8lse
False
False
Falss
False
Fsbe
Fel$
False
False
False
False
FaEs
Fals6
Falss
Falss
False
False
False
False
False
FaB€
False
False
F.lse
F.l3e
FalseFal$
FalseFal$Fals
Fals.Fal$Fale
Fals
Falw
Fal$
Fale
Fal$
False
FalsF.l$
Fals
Fal$
Fals
FalsE
False
Fal$
FalsE
False
False
False
False
False
Falss
False
False
FElse
False
False
False
False
False
False
FaBo
False
Fsls€
False
Fslse
False
FaBe
False
FaEe
FaBe
FaB6
False
FalseFsls
Fslse
Fslse
False
Fal$
F8l$
F8bo
Fslse
False
Fabe
Falss
Falss
False
Fabe
False
Falss
False
Fals
False
False
Falss
Felsa
1,000'1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
I,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
't,000
1,000
1,000
I,000
1,000't,000
1,000
1,000
1,000't,000
1,000
1,OO0
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
't,000
't,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
't,000
't,000
1,000
1,000
1,000
1,000
1,000
1,000
'1,000
1,000
'1,000
1,000
1,000
1,000
1,000
1,000
1,q)o
1,000
,000
,000
,000,mo
,000
,000
,000,mo
,000
,000
,000
,000
,000
,0oo
,000
,000
,000
,000
.000
1,000
1,000
1,000
'1,000
0
3
3
1
6
0
4
0
0
6
7
0
4
0
21
0
9
3
6
12o
0
6
0
0
0
0
6
6
10o
12
6
6
4
7
7
0
6
0
9
7
0
10
6
0
0
7
0
0
0
9't3
0
3
0
3
13
19I
4
0
0
6I
0
0
6
0
12
3
9
0
0
0
10
15I
12t0
12
13
7
10
(wA)
(ivA)
(r.,r/A)(ll/A)(wA)(wA)
(N/A)
(N/A)
(rvA)
(N/A)
(r,r/A)(wA)(wA)
(N/A)
(r,r/A)
(iuA)
(l"r/A)
(rvA)
(lVA)
(N/A)
t
I
I
I
I
I
T
I
I
I
t
T
I
I
I
I
I
I
t
J-237
J-238
J-239
J-240
H-1
t+2It3tu
H-5H6
|.t7
H-8
tl.g
t t10
H-1I
H-12
l+13
l+1,1
H-15
tl.16
t+17
li-1E
Zone'lZonelZon6lZonel
<None>
<Non€>
<None>
<Nonc>
<Nono>
<Nong>
<Nona>
<Nona>
<Nong>
<Non!>
<Nong>
<Nonc>
<Nona>
<Nono>
<Nff6>
<Nong>
<Non!>
Fals
Fal$
Fsl$Fal$
Truo
TruoFal$
Truo
Tru9TMFal$
TruoFelg
FabETm
True
FaBo
Truc
Trua
Tru6
Falso
Trua
1,000
't,000
1,000
1,000
1,000
1,000
1,000
1,0q)
't,000
1,000'r,000
1,000'r,000
I,000
1,000't,000
1.000
1,000'r.000
'r.000
1,mo
1,mo
0
0
0
0
1,309
't,006
97t
1,038
1,r70
1,290
973
1,068
9.16
820
1,097t,'t00
896
1,099
1,014
1,077
793
1,451
1,009
1,016
1,007
1,mo
1,000
1,mo
1,000
1,mo
1,000
t,mo
1,000
I,mo
I,000
1,00o
1,000
1,000
't,000
1,000I,mo
1,mo
1,00o't,000
9't6
7
0
1,309
1,096
977
1,038
'l,170
1,290
973
'I,068
916
820
1,097
1,1m
896
1,099
1,01i|
1,O77
793
1,451
20.0
20.0
20.0
20.o
20.0
20.0
20.o
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
88.5
57.3
58.6
88.4
23.7
23.6
20.0
20.0
20.0
20.0
20.0
24.7
20.0
20.0
27.5
25.3
20.0
21.4
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.o
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
5.2
5.2
5.2
5.2
20.0
20.0
29.4
31.2
20.8
22.2
36.3
20.0
31.6
31.6
20.0
20.0
37.7
20.o
21.3
2.O
41.3
20.8
J-219
J-219
J-219
J-2't9
l+4
H-a
t+4
lt-8
H-,1
H-tIt4
H-l
t[.1
ll-17
H-4
t-l-4ltfltf
lt-3
H-l
H-3it4
1
1
1I
6
5
3
3
4
1
3
5
3
1
6
5
3
5
3
3I
1
\NAS-0'1 \Prcjects\K41!41 1 77 Spirit Lake East Firetlow\Report\Appendicies\Analysis\SpiritlakeEaslFireFlow Mode12.wtg
APPENDIX H:
SoENARIo 4= 1O-lNcH
LIITIES RTPLACEMENT
WELFII;S**F=M
-
toNr*o
1r)
{o
ocooa
Ft-
$
=(5b9E=Ecoooo=ooo6
,t, <2 o8ct qLU6EgA =a6r
(E'=
otJ
EaYA
t.rJ
LrJ
ko
uJ
=z[!Jtr
3q
i
i
:
:
:
:
:
:
mz
B
to
ozFot!-otrL
so
(5
Cooa
+,a(U
TU
o
-:<GJ
+,t-'o-
a
(\tN(0@l\t
G',:' (0 g)o)ll)rotltrtlOt(O-(O(o c, (otttoNooNoNCr$loxOG
o
lo
EG,q eBb<o;cXooXocE= osEsgI:
jlIJ =
=E.3I
tr;
lUr>;o:
Hfr
T1U;J
IU
3
II
6'd:6IEocr-'E o'oi tuO: CDE'.6b9Qrlrl tsJUJo
6
o
oooi
otoao
@(o
@
.AroN
a5oN
o+
5acJoto5aDfNEto*.BYEC6l
=€!O.gEE=6E={8}N
ct.gE5ooEeOE>o
-!9 >
sg
6coE
-gaD
F.c{
flEo
Eo(,6-coE
oE.-J--t,EI6F
aa!t
I
otrL6Eo(,o
aaoIILGEo(,o
oooqqqqcicia,
NA(DOFFF
lllllltlllllIYVVYVYY
t$;EqCEE.E6CE88E
o
ENE8
=;otrE
Eo6uJoG;dR'40
ur dl
IIIIIIIIIIIIIIIIIII
FiB Flow
lieBliong
I
I
I
t
I
t
I
I
I
I
t
I
I
I
I
I
I
I
I
Scenario: Scenario - 4: l0Jnch Line Replacement
Current Time Step: 0.000Hr
Fire Flow Node FlexTable: Fire Flow Report
Label
J-14
J-4
J-9
J-12
+.16
J-19
.J-20
J.E
J-1 1
J-7
J-18
J-15
J-10
J-21
J-'t3
J-3
J-17
J-45
J.48
J-41
J42
J-46
J47
.-r86
J-79
J-74
J-78
.r83
.L70
J-82
..187
J69
.-r73
J62
J-81
J-63
J-80
J-72
J61
J-71J€5
J-77
J€6
J-67J76
J.128
J-150
J-138
J.117
.-L131
J-112
J-1 19
J-134
J.145
J-t41
J-135
J-152
J-139
J-126
J-124
J-151
J-122
J-158
J-120
J-121
J-127
J-125
J-155
J-136
Jn 16J-l44
J-'157
J-163
J-'154J-r33
J-164
J-140
J.r53
+.r59J-214
J-228
J-216
J"2'17
J-215
.J"245
..1235
J-219
J-220
J-221!224
J-225
J-227
J-229
.r230
J-231!232
J.233
J-2U
J-236
Zono
Zonel
Zonel
Zonel
Zon&1
Zonel
ZonelZonel
Zon&1ZonelZonelZonel
Zon+1
Zon+1
Zone-1
Zons-1
Zoos-1
Zone-1
Zono-1
Zono-1
Zone-1
Zona-1
Zone-1
Zon*1
Zonel
Zon&1
Zonel
ZonelZorel
Zonel
Zoncl
Zon*1
Zonel
Zonel
Zonel
Zon&1
Zon+1
Zon&1
Zonel
ZonelZonelZonelZonel
Zon+1
Zon&1Zonel
Zonel
Zone'lZonel
Zone'l
Zonsl
Zonsl
ZonelZonel
Zone-1
Zono-1
Zone-'l
Zonel
Zone-l
Zone-1
Zon -1
Zone-1
Zone-1
Zono-1
Zon&1
Zo 61
Zon& l
Zonel
Zone'lZone'lZonelZonelZonelZonel
Zon+'lZone l
Zone l
ZonalZonelZonelZone'lZonelZonelZonelZonelZonel
ZonGlZonelZonelZonelZonelZonelZonel
Zone-1
Zon&1
ZonG-1Zonel
Zon6- 1
Zone-1
Zone.1
Sstisfi€s Fic
Flow
ConstEints?
FiE Fl@
(N@ded)
(9pm)
'1,000
't,000
1,000
1,000'l,000
1,000
1,0@
'1,000
1,000
1,000
1,0m
1,000
'1,000
1,000
1,000'1,000
1,000
1,000
1,000
1,000'1,000
1,0@
'1,000
1,000
1,0m
1,0m
I,000'1,000
1,000
1,000
1,000
1,000
1,0m
1,0m'l,000
'l,000
1,000
t,0m
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,0m
1,0@
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
r,000
1,000
't,000
1,000
1,000
r,000
r,000
1,000
1,000
1,000
1,000
1,000
1,000
1,m0
't,000
1,000't,0@
1.000
1,000
1,000
't,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
'1,000
't,000
FiE Flil
(Avsilable)
(sPm)
Flw(rotal
Noedod)
(9pm)
1,000
1,000
1,001't,003
1,000
1,003
1,003
1,001
1,001
1,003
1,001
1,000
1,003
1,003
1,001
1,006
1,000
1,004
1,000
1,003
1,000
1,009
1,006
1,007
1,000
'1,004
1,000
1,O21
1,003
't,000
't,009
1,003
1,006
1,O12't,009
1,000
1,006
1,000
1,000
1,000
't,000
1,006
1,006
1,010
I,009
1,0',12
1,006
1,006
1,001
1,007
1,007't,000
1,006
1,000
1,009
1,007
1,000
1,010
1,006
1,000
1,000
1,007
1,000
1,000't,000
't,009
1,013
1,000
1,003
1,000
1,003
't,013
't,0't9
't,004
1,00{
1,000't,oo0
1,006
1,009
1,000
1,000
1,006
1,000
I,O',t2
1,003
1,009'l,000
1,000'l,000
1,010
1,015
1,009
1,012
1,010
1,012
1,013
1,007
1,009
1,010
FlryCrotel
Availsbl6)
(gpm)
Prc$uG
(Ro3idual
Lorer
Limit) (psi)
20.0
20.0
20.0
20.0
20.0
20.o
20.o
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.o
20.o
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.o
20.o
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.o
20.0
20.o
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
PBssuG
(Cal@lated
Residusl)
(psi)
85.5
87.0
84.3
107.8
90.4
48.8
89.6
E3.0
97.9u.1
48.8
81.2
98.3
87.9
106.5
87.0
90.4
106.5
88.7
84.3
89.4
47.5
88.3
81.9
84.3
97.9
86.7
47.1
82.7
50.1
106.5
87.4
97.9
89.4
89.3
17.5
89.4
87.4
89.4
87.8
'106.5
97.9
91.0
100.5
97.8
99.6
99.6
102.2
'1 14.6
85.3
98.6
106.5$.2
102.2
98.0
106.5
E6.7
82.7
81.9
89.6
84.3
57.5
94.9
85.3
22.5
89.3
94.9
18.6
106.5
106.5
86.1
87.8
53.6
60.7
56.6
80.7
102.3
96.7
88.4
47.1
91.1
9r1.0
E0.6
89.5
85.3
E5.1
5.'l
EE.8u.4
81.9
89.2
90.0
85.5
88.2
89.4
80.3
89.3
97.8
107.3
PGssuE
(Zone
Lorer
Umit) (psi)
20.o
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.o
20.o
20.o
20.0
20.o
20.o
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.o
20.o
20.o
20.o
20.o
20.0
20.o
20.o
20.o
20.0
20.o
20.o
20.o
20.o
20.o
20.o
20.o
20.0
20.o
20.0
20.0
20.o
20.o
20.o
20.0
20.0
20.0
20.o
20.o
20.0
20.o
20.o
20.0
20.o
20.o
20.0
20.o
20.o
20.0
20.o
20.0
20.0
20.o
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.o
20.o
20.o
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.o
PG$ure
(C€l@lated
Zone Lrer
Limit) (psi)
Junc{ion
MinimumPEs$rc
(Zone)
.!219.!2r9r219
,L219.t219
J-219
+219.t219
.1219
,t219
.t219
J-219
,t219
&219
J-219
,r-219.t219
J-219
J-219
J-219
J-219
J-219
.!2'19.t219
J-219
J-219+219
.!219
.t-219
..1219
.t-21912r9
J-219
J.2r9
.r219
.r219
..1219
.r219
+219
+2't9
.r-219
+219
J-219
J-219
J-219
J-2't9!219
.-1219
r219
J-219
J-2'19
J-219
J-2'19
J-219
J-219
J-219
,t-2'19
J-219
+219
J-219
J-219
J-215
J-219
J-219
J-219
.J-219;219
.t219
,t219
,t219
.t219+2!9
+219
,t 2't9
+219
.t-2 t9
J.219
J.219
J-219
.L219
J-219
J-219
,t219
J-219
J-2't9
J-219
J-i55
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\\NAS-01 \Projects\K41 \4 1 I 77 Spirit Lake East Fireflow\R€port\Appendicies\Analysis\SpiritLakeEastFireFlow Mode12.wtg
APPENDIX I:
ESTI MATED ItrllAL Gnp[AL
COSTS
wELFI;I;Sg11*fnNlf
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Spirit Lake East
Fire Flow Analvsis
Prepared By:Casev Walton, EIT Date:61612014
PM Approval:Date:
Pay ltem Description Pay Unit Estimated
C)rrantitv Unit Price Total
Mobilization LS 1 $151,s25 $15i ,525
Site Control LS ,l $15,000 $15,000
Traffic Control LS 1 $5,000 $5,000
Unsuitable Excavation & Haul CY 100 $25 $2,500
Exoloratorv Excavation & Backfill HR 10 $1 75 $1,750
Tie-in to Existino Water EA 1 $2,000 $2,000
6-inch AWWA C900 DR-l8 Water Line LT 12,421 $40 $496,840
B-inch AWWA C900 DR-18 Water Line LF 41,090 $45 $1.849.050
1O-inch AWWA C900 DR-18 Water Line LF 4,255 $50 $212,150
Water Service Reconnection EA 231 $800 $184,8s1
Gravel Restoration Tvoe 43 - 3/4" Minus Crushed TON 12,831 $25 $320,922
Hvdrant (1.000 ft. soacino)EA 52 $5,000 $260,000
Hvdoseedino SY 4,529 $3 $13,587
25 Hp, Booster Pump (500 qpm at 60 psi)EA 3 $20,000 $60.000
100 Ho Well Pump 500 qpm @ 600'TDH EA 1 $42,000 $42,000
12-lnch Well Drillinq VF 600 $1 15 $69,000
12-lnch Stainless Steel Well Screen VF 11 $41 0 $6,970
12-lnch Blank Well Screen VF 5 $1 30 $650
12-lnch Permanent Well Casinq VF 585 $50 $29,250
Pumo Control Discharqe Structure LS 1 $10,000 $10,000
Drv-Wells EA 5 $3.200 $16,000
Electrical LS 1 $120.000 $120.000
50,000 qallon Water Tank LS 1 $150,000 $150,000
ESTIMATED T()TAL CONSTRUCTION COST $4,019,700'15% Continoencv $603,000
ESTIMATED TOTAL CONSTRUCTION COST $4,622,100
EngrEst. Eng Est
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Pay ltem Description Pay Unit Estimated
Quantitv Unit Price Total
ENGINEERING
Preliminarv Enoineerinq $0
Desion Phase Services $555,000
Geotechnical Subconsultant Materials Testinq $0
Electrical Subconsultant $3s,000
Test Holes/Exploratorv Excavation $0
Biddinq Phase Services (2- Biddinq Packaqes)$10,000
Construction Phase Services $601,000
Construction Stakino $0
Railroad Permit Aoolication $0
Start-Uo/O&M Manuals $0
Post Construction Phase $5,000
Rioht ol Wav Permittinq $5,000
ESTIMATED TOTAL PROJECT COST $5,833,700
Assumptions
1 Additional Well is Reouired.
2 Minimal oioino uDorades required for booster pun D installation
3 New well is aoproximatelv the same depth as existinq well
4 New oumo house is not required
EJ Gravel Restoration based on 12ft. ln width at 6 inch depth for duration of pipe lenqth
6 Minimal Electrical Upqrades required
7 Hvdrants olacinq based on 1,000 radius or 2,000 spaclnq
B One (1) service reolacement per 250 linealfeet of rioe reolaced
q Hvdro-Seedino based 144 So. ft. oer service connection and hvdrant olacement
EngrEst. Eng Est
APPENDIX J:
PHnSE IIIFORMATION
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Spirit Lake East
Fire Flow Analys s: Phase I
ENGINEER'S OPINION OF PROBABLE CONSTRUC TION COST
Prepared Bv:Casev Walton, EIT uate:6t6t2014
PM Approval:Date:
Pay ltem Description Pay Unit Estimated
Ouantitv Unit Price Total
Mobilization LS 1 $49,629 $49,629
Site Control LS 1 $1s,000 $1s,000
Traffic Control LS 1 $5.000 $s,000
Unsuitable Excavation & Haul CY 100 $2s $2,500
Exoloratorv Excavation & Backfill HR 10 $1 75 $'1,750
Tie-in to Existino Water EA 1 $2,000 $2,000
6-inch AWWA C900 DR-l8 Water Line LF 0 $40 $0
B-inch AWWA C900 DR-18 Water Line LF 9,619 $45 $432,855
1O-inch AWWA C900 DR-18 Water Line LF 4,255 $50 $212,1s0
Water Service Reconnection EA 55 $800 $44,397
Gravel Restoration Tvpe A3 - 3/4" Minus Crushed TON 3,083 $2s $77,078
Hydrant (1,000 ft. spacino)EA 1B $5,000 $90.000
Hvdoseedino SY 1,116 $3 $3,528
25 Hp. Booster Pump (500 qpm at 60 psi)EA 3 $20,000 $60,000'100 Ho Well Pumo 500 oom @ 600'TDH EA 1 $42,000 $42,000
12-lnch Well Drillinq VF 600 $1 1s $69,000
12-lnch Stainless Steel Well Screen VF 1l $41 0 $6,970
12-lnch Blank Well Screen VF 5 $'130 $650
12-lnch Permanent Well Casinq VF 585 $50 $29,250
Pump Control Discharqe Structure LS ,l $10,000 $10,000
Drv-Wells EA 5 $3,200 $16,000
Electrical LS 1 $120,000 $120,000
ESTIMATED TOTAL CONSTRUCTION COST s1,29u,400
15% Continqencv $193,560
STIMATED T()TAL CONSTRUCTION COST $1,484,000
Copy of EngrEst. Phase I
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Pay ltem Description Pay Unit Estimated
Ouantitv Unit Price Total
ENGINEERING
Preliminarv Enoineerino $0
Desion Phase Services $179,000
Geotechn ica I Subconsultant Materials Testi no $0
Electrical Subconsultant $35,000
Test Holes/Exploratorv Excavation $0
Biddinq Phase Services (2- Biddinq Packaqes)$10,000
Construction Phase Services $193,000
Construction Stakinq $0
Railroad Permit Application $0
Start-Uo/O&M Manuals $0
Post Construction Phase $5,000
Rioht of Wav Permittino $5,000
ESTIMATED TOTAL PROJECT COST $1,911 ,000
AssumDtions
1 Additional Well is Required.
2 Minimal pipinq upqrades required for booster pun p installation
3 New well is approximatelv the same depth as exis nq well
4 New oumo house is not reouired
5 Gravel Restoration based on 12ft. ln width at 6 inc h deoth for duration of oioe lenoth
6 Minimal Electrical Uoorades reouired
7 Hvdrants placino based on 1,000 radius or 2,000 ft. spacinq
B One (1) service replacement per 250 lineal feet of pipe replacedIHvdro-Seedino based t44 Sq. ft. oer service connection and vdrant olacement
Copyof EngrEst. Phase I
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Splrit Lake East
Fire FIow Analvs s: Phase ll
Prepared Bv:Casev Walton, EIT Date:6t6t2014
PM Approval:Date:
Pay ltem Description Pay Unit Estimated
Ouantitv Unit Price Total
Mobilization LS 1 $37,114 $31,114
Site Control LS 1 $15,000 $15,000
Tralfic Control LS 1 $5,000 $5,000
Unsuitable Excavation & Haul CY 100 $25 $2,s00
ExDloratorv Excavation & Backfill HR '10 $'17s $1,750
Tie-in to Existinq Water EA 1 $2,000 $2,000
6-inch AWWA C900 DR-18 Water Line LF 0 $40 $0
B-inch AWWA C900 DR-18 Water Line LF 13,181 $45 $593,1 45
1o-inch AWWA C900 DR-l8 Water Line LF 0 $50 $0
Water Service Reconnection EA 53 $800 $42,119
Gravel Restoration Type A3 - 3/4" Minus Crushed TON 2,929 $25 $13,228
Hvdrant (1,000 ft. spacinq)EA 11 $s,000 $55.000
Hvdoseedino SY 1,020 $3 $3,0s9
50,000 oallon Water Tank LS ,l 150,000 150,000
ESTIMATED TOTAL CONSTRUCTION COST $980,600
157o Continoencv $147,090
ESTIMATED TOTAL CONSTRUCTION COST $1,121 ,tOO
Copy of EngrEst. Phase ll
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Ouantitv Unit Price Total
ENGINEERING
Preliminarv Enqineerinq $0
Desion Phase Services $136,000
Geotech nica I Su bconsu lta nt Materia ls Testi nq $0
Electrical Subconsultant $35,000
Test Holes/Exploratorv Excavation $0
Biddinq Phase Services (2- Biddinq Packaqes)$10,000
Construction Phase Services $147,000
Construction Stakino $0
Railroad Permit Aoolication $0
Start-Uo/O&M Manuals $0
Post Construction Phase $5,000
Riqht of Wav Permittinq $5,000
ESTIMATED TOTAL PROJECT COST $1,699,200
Assumptions
1 lnflation 3o/o, 5 yeat
2 Gravel Restoration based on '12ft. ln width at 6 inc h deoth for duration of o oe lenoth
3 Minimal Electrical Uoorades reouired
4 Hvdrants olacino based on 1,000 radius or 2,000 ft, spacino
5 One (1) service replacement per 250 linealfeet of pipe replaced
6 Hvdro-Seedino based 144 Sq. ft. oer service connection and hvdrant olace ment
Copy of EngrEst. Phase ll
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Spirit Lake East
Fire Flow Analvsis: Phase lll
ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST
Preoared Bv:Casey Walton, EIT Date:61612014
PM Aporoval:Date:
Pay ltem Description Pay Unit Estimated
Ouantitv Unit Price Total
Mobilization LS 1 $31,632 $31,632
Site Control LS 1 $15,000 $1s,000
Traffic Control LS 1 $5,000 $5,000
Unsuitable Excavation & Haul CY 100 $25 $2,500
Exoloratorv Excavation & Backfill HR 10 $1 75 $1,750
Tie-in to Existino Water EA 1 $2,000 $2,000
6-inch AWWA C900 DR-18 Water Line LF 0 $40 $0
B-inch AWWA C900 DR-l8 Water Line LF 13,330 $4s $s99,850
1O-inch AWWA C900 DR-']8 Water Line LF 0 $50 $0
Water Service Reconnection EA 53 $800 $42,656
Gravel Restoration Tvpe 43 - 3/4" Minus Crushed TON 2,962 $25 $74,056
Hydrant (1,000 ft. spacinq)EA o $5,000 $45,000
Hvdoseedino SY 997 $3 $2,991
STIMATED TOTAL CONSTRUCTION COST $822,400
'1 5o% Continoencv $123,360
ESTIMATED TOTAL CONSTRUCTION COST $945,800
Copyof EngrEst. Phase lll
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Ouantitv Unit Price Total
ENGINEERING
Preliminarv Enqineerinq $0
Desiqn Phase Services $114,000
Geotechnica I Subconsulta nt Materials Testi nq $0
Electrical Subconsultant $3s,000
Test Holes/Exploratory Excavation $0
Biddinq Phase Services (2- Biddinq Packaqes)$10,000
Construction Phase Services $123,000
Construction Stakino $0
Railroad Permit Aoolication $0
Start-Uo/O&M Manuals $0
Post Construction Phase $5,000
Riqht of Wav Permittinq $5,000
STIMATED TOTAL PROJECT COST $1,663,500
Assumptions
1 lnflation 3oZ, '10 years
2 Gravel Restoration based on 12ft. ln width at 6 inch deoth for duration of oioe lenoth
3 Hvdrants olacino based on '1,000 radius or 2,000 SDACINO
4 One (1)service replacement per 250 linealfeet of rioe reolaced
5 Hvdro-Seedino based i 44 Sq. ft. oer service connection and lvdrant olacement
Copy of EngrEst. Phase lll
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Spirit Lake East
Fire Flow Analysis: Phase lV
ENGINEER'S OPINION OF PROBAI3LE CONSTRUCTION COST
Prepareo tsy:Casey Walton, EIT uate:6t6t2014
PM Approval:Date:
Pay ltem Description Pay Unit Estimated
Ouantitv Unit Price Total
Mobilization LS 1 $23.863 $23,863
Site Control LS 1 $15,000 $15,000
Traffic Control LS 1 $5,000 $5,000
Unsuitable Excavation & Haul CY 100 $zs $2,500
Exoloratorv Excavation & Backfill HR 10 $175 $1,750
Tie-in to Existino Water EA 1 $2,000 $2,000
6-inch AWWA C900 DR-18 Water Line LF 5.257 $40 $210.280
8-inch AWWA C900 DR-18 Water Line LF 4.960 $45 s223.200
10-inch AWWA C900 DR-18 Water Line LF 0 $50 $0
Water Seruice Reconnection EA 41 $800 $32.694
Gravel Restoration Type A3 - 3/4" Minus Crushed TON 2,270 $25 $s6,761
Hvdrant (1.000 ft. soacino)EA I $5.000 $45,000
Hvdoseedinq SY 798 $s $2,394
ESTIMATED TOTAL CONSTRUCTION COST $620,400
15% Continoencv $93.060
ESTIMATED TOTAL CONSTRUGTION COST $713,500
EngrEst. Phase lV
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Pay ltem Description Pay Unit Estimated
Ouantitv Unit Price Total
ENGINEERING
Preliminary Engineering $0
Desion Phase Services $86,000
Geotechnical Subconsultant Materials Testino $o
Electrical Subconsultant $35,000
Test Holes/Exploratorv Excavation $0
Biddino Phase Services (2- Biddinq Packaqes)$10,000
Construction Phase Services $93.000
Construction Stakinq $0
Railroad Permit Application $0
Start-Up/O&M Manuals $0
Post Construction Phase $5.000
Rioht of Wav Permittinq $5,ooo
ESTIMATED TOTAL PROJECT COST s1.476.200
Assumptions
1 lnflation 3%, 15 vears
2 Gravel Restoration based on 12ft. ln width at 6 inch depth for duration of pipe lenqth
3 Hydrants olacing based on 1,000 radius or 2,000 ft. spacing
4 One (1) service reolacement per 250 lineal feet of oipe reolaced
5 Hvdro-Seedino based 144 So. ft. oer service connection and hvdrant olacement
EngrEst. Phase lV
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Spirit Lake East
Fire Flow Analvs s: Phase V
Prepared By:Casev Walton, EIT Date:61612014
PM Approval:Date:
Pay ltem Description Pay Unit Estimated
C)uantitv Unit Price Total
Mobilization LS 1 $16,488 $16,488
Site Control LS 1 $15,000 $1s,000
Traffic Control LS 1 $5,000 $5,000
Unsuitable Excavation & Haul CY 100 $25 $2,500
Exoloratorv Excavation & Backfill HR '10 $1 75 $1,750
Tie-in to Existino Water EA 1 $2,000 $2,000
6 nch AWWA C900 DR-18 Water Line LF 7.163 $40 $286,s20
B nch AWWA C900 DR-l8 Water Line LF 0 $45 $0
iO-inch AWWA C900 DR-18 Water Line LF 0 $50 $0
Water Service Reconnection EA 29 $800 $22,922
Gravel Restoration Type 43 - 3/4" Minus Crushed TON 1,592 $25 $39,794
Hvdrant (1,000 ft. spacinq)EA 7 $5,000 $35,000
Hvdoseedino SY 570 $3 $1,71 1
ESTIMATED TOTAL CONSTRUCTION COST $428,700
15% Continoenc\$64.305
ESTIMATED TOTAL CONSTRUCTION COST $493,1 00
Copyof EngrEst. Phase V
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Pay ltem Description Pay Unit Estimated
Quantity Unit Price Total
ENGINEERING
Preliminarv Enqineerinq $0
Desion Phase Services $60.000
Geotechnica I Subconsultant Materia ls Testinq $0
Electrical Subconsultant $35,000
Test Holes/Exploratory Excavation $0
Biddinq Phase Services (2- Biddinq Packaqes)$10,000
Construction Phase Services $6s,000
Construction Stakino $0
Railroad Permit Aoolication $0
Start-Uo/O&M Manuals $0
Post Construction Phase $5,000
Riqht of Wav Permittinq $5,000
ESTIMATED TOTAL PROJECT COST $1.215,700
Assumptions
1 lnflation 3%o, 20 years
2 Gravel Restoration based on 12ft. ln width at 6 inc h depth for duration of pipe lenqth
3 Hvdrants olacino based on '1,000 radius or 2,000 ft, spacino
4 One (1) service reolacement oer 250 linealfeet of oioe reolaced
5 Hvdro-Seedino based 144 Sq. ft. per service connection and hvdrant placement
Copy of EngrEst. Phase V
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Scenario: Phase I
Current Time Step: 0.000Hr
Fire Flow Node FlexTable: Fire Flow Report
Label
J-14
J-4
J-9
J-12
J-16
J-19
J-20
J-8
J-1'l
J-7
J-18
J-15
J-10
J-21
J-13
J-3
J-17
J-45
J-48
J-41
J-42
J-46
J-47
J-86
J-79
J-74
J-78
J.E3
J-70
J-42
J-87
J69
.L73
J-62
J-81
J-63
J-80
J-72J6'l
J-71J65
J-77
J-66J67
J-75
J-12e
J-150
J-138
J-117
J-'r31
J-142
J-1 t9
J-134
J-145
J-141
J- t35
J-152
J-139
J-126
J-124
J-151
J-122
J-158
J-120
J-121
J-127
J-125
J-'155
J-'136
J-'118
J-144
J-157
J-163
J-154
J-133
.r164.!140
J-153
.-1159
,t218
,t224
.-1216
J-217
J-215
J-245
J-235
J-219
J-220
J-22'l
J-224
J-225
J-227
J-229
J-230
J-231
J-232
J-233
J-2U
J-236
Zone
Zonel
ZonelZone'lZonel
Zon&1
Zone-1ZonelZonel
Zone'!
Zone-lZonel
Zone-1
Zone-1
Zons-1
Zons-1
Zon6-1
Zono-1
Zono-1
Zone-1
Zono-1
Zon9.1
Zone-1
Zone-1
Zon+1
Zone-1
Zone-1
Zonel
Zono-1ZonelZonelZonel
Zon+1
Zon+1
Zon&'lZonelZone'lZonelZonel
Zon&1ZonelZonelZonelZonel
Zone'lZonelZonel
Zone'l
Zon+1
Zon+1
Zono-1
Zonel
Zone-1
Zon+'1
Zone-1
Zona-1
Zong-1
Zons-'1
Zong-'1
Zone-'1
Zone-'1
Zon6.1
Zone.l
Zone-1
Zone-1
Zone-1
Zon&1ZonelZonel
Zon+1
Zon+1
Zon+'lZonel
Zone lZonel
Zon+1Zone'tZon+'lZone'tZonel
Zone'lZonelZonel
Zone'lZonel
Zone'lZonelZonel
Zone-1
Zone'lZonel
Zone-1ZonelZonel
Zone-1
Zonel
Zonel
Zonel
Zone-1
Zone-1
Firc FIN
Ite6tions
Satisfies Firc
Flow
ConstEints?
Firc Fl@
(Needed)
(spm)
1,000
1,000
1,000
1,000
1,000
1,000
't,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000't,000
't,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
'1,000
1,000
't,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,0O0
1,000
1,000
1,000
1,000
1,000
1,000'l,o00
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
I,000
1,000't,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
I,000
1,000
1,000
1,000
1,000
I,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000't,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
Fire Fl@(Availaue)
(spm)
Flil
OotalNseded)
(spm)
1,000
1,000
1,001
1,003
1,000
'1,003
1,003
1,001
'1,001
1,003
1,001
1,000
1,003
1,003
1,001
1,006
1,000
1,004
1,000
1,003
1,000
1,009
1,006
1,007
1,000
1,004
1,000
1,O21
't,003
1,000
I,009
1,003
1,006
I,O1?
1,009
't,(x)0
't,006
1,000
'l,000
1,000
1,000
1,006.t,006
1,0.t0
1,009
1,O12
'1,006
'1,006
'l,004
1,007
1,007
1,000
1,006
1,000
1,009
1,007
1,000
1,010.t,006
1,000
1,000
1,007
1,000
1,000
1,000
1,009
't,0't3'l,000
1,003
'l,000
1,003
't,0't3
't,019
1,(xx
1,004
'1,000
'l,000
'l,006
1,009
'r,000
1,000
1,006
1,000
1,O12
r,003
't,009
1,000
1,000
1,000
't,010
1,015
1,009
1,012
1,010
1,012
1,0'13
'1,007
1,009
1,010
Flw CtotalAvaileble)
(spm)
0
0
1
0
1
1
,|
0
3
3,|
6
0
4
0
0I
6
7
0
4
0
21
0I
6
12
PGssuE
(RssidualLMr
Limit) (psi)
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
PB3sure
(Cal@latod
Residual)
(psi)
85.7
87.0
84.5
107.9
90.6
48.6
89.5
83.2
98.0
84.6
48.6
81.4
98.4
87.7
106.6
86.9
90.6
106.6
88.7
84.6
89.6
47.3
88.4
82.2
84.5
98.0
89.0
47.0
E2.9
49.9
106.6
47.7
97.9
89.5
E9.4
47.3
E9.7
E8.0
49.7
88.0
106.6
97.9
9'1.0
100.5
97.9
99.7
99.7
102.3't14.8
65.5
98.7
106.6
46.0
102.3
98.1
'106.6
89.0
62.E
92.2
89.7
84.6
57.3
85.5
22.5
89.4
95.1
18.6
't06.6
106.6
86.3
E7.E
53.5
81.0
56.4
81.0
102.3
96.8
88.6
47.7
91.4
94.2
81.1
89.7
85.5
85.3
5.2
89.0
64.6
81.9
89.1
89.9
85.5
88.1
89.5
80.4
89.4
107.4
Prcssure
(Zone
Lorer
Limit) (psi)
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.o
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.o
20.0
20.0
20.0
20.0
20.0
20.020.0
20.0
20.o
20.0
20.o
20.o
20.o
20.0
20.o
20.o
20.0
20.0
20.o
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.o
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
PressuE
(Calalated
Zone LMr
Limil) (psi)
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
1E.6
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
Junclion
Minimum
Prcs$rc
(Zone)
Pressure
(SystemLMT
Limit) (psi)
(wA)
(wA)
(N/A)
(wA)
(N/A)
(N/A)
(rvA)
(t'r/A)
(ruA)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(wA)
(N/A)
(rvA)
(r'uA)
(r.r/A)
(i.r/A)
(wA)
(rvA)
(N/A)
(rvA)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(wA)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(wA)
(wA)
(N/A)
(N/A)
(rvA)
(rvA)
(r.uA)
(N/A)
(ruA)
(N/A)
(wA)
(wA)
(rvA)
(rvA)
(r,,r/A)
(wA)
(N/A)
(N/A)
(r,r/A)
(tJ/A)
(wA)
(rvA)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
Falss
False
False
False
False
False
FalseFal$
FalseFal$
Fslse
False
FalseFal$FalsFal$
FaBe
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
FElse
False
False
False
False
False
False
False
FalseFals
FElse
False
Falss
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
Fabe
False
False
False
False
False
False
False
Fslse
False
False
False
J-2'l
J-21
J-21
+21!21
J-2'l
J-21
J-2'l
J-21
J-21
J-21
J-21
J-21
J-21
J-z'l
J-21
J-2',|
J-2'l
J-2'l
J-21
J-21
J-2'l
J-2',l
J-21
J-21
J-21
J-21
J-2'l
J-2'l
J-2'l
J-z'l
J-21
J-21
J-z'l
J-2',1
J-2'l
J-21
J-21
J-21
J-21
J-21
J-21
J-21
J-21
J-21
J-21
J-2',1
J-2',|
J-2',|
J-21
J-21
J-21
J-21
J-2',1
J-2',1
J-2'l
J-2',1
J-21
J-?1
J-21
J-21
J-219
J-219
J-219
13
0
3
0
3
13
't9
4
4
0
0
6
9
0
6
0
'12
I
't0
't5
9
12
10
12
7
10
J-2',t9
J-2',1
J-2',|
J-z'l
J-21
J-21
J-21
J-21
J-21
J-2'l
J-21
J-z'l
J-21
J-2'l
J-21
J-2'l
.t-21
J-z'l
J-21
J-21
J-21
J-21
J-155
J-219
J-219
J-2't9
J-219
J-2't9
J-219
J-2'19
J-219
J-2'19
J-219
J-219
(N/A)
(rvA)
(N/A)
(N/A)
(N/A)
(N/A)
(N/ )(N/ )(rv )(wA)
(r{A)
(N/A)
(N/A)
(rvA)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(rvA)
(wA)
(N/A)
(N/A)
I
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T
I
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T
I
I
I
I
I
I
I
I
I
I
t
I
I
J-237
J-238
J.239
,J-240
H-l
H-2
it-3
H-4
H-5
H6
t+7
l+8
t+9ttr0
H-l1
t+12
t t13
t t14
t+15tt16
H-17
H-18
H-19
Zonel
Zonel
Zonel
Zone'l
<Nong>
<Nong><No€>
<Nono>
<Nono>
<Nonc>
<Nms>
<Nom>
<Nom>
<Non6>
<Nom>
<Nore>
<Nonc>
<Nonc>
<Nonc>
<Nono>
<Nona>
<Nonq>
<Nona>
FslseFal$
Fal$
Fal$
Trus
Truo
Trus
Fal$
Truo
F€bgTM
Fals€TM
FalseTre
True
Tru6
FeBe
True
Fabe
Fabe
True
True
,000
,000
,000
,000
,000
,000
,000
,000
,000
,000
,000
,000
,000
,000
,000
,0oo
,000
,000
,000
,mo
,000
,000
,000
0
0
0
0
1,353
1,2991,26
590
1,129
498
1,O71
580'r,099
793
1,336
1,329
't,022
639
1,Us
505
735
1,i156
1,743
1,m9
1,016
1,007
1,000't,0q)
'l,000
1,mo
1,mo
1.mo
1,mo
1,000
1,000
1,000
1,000'r,000
1,000
1,000
1,000
1,000
'r,000
I,mo
1,000
1,000
9
16
7
't,353
1,299't,2&
590
1,129
498
1,071
580
1,099
793
1,336
1,329
1,022
639
1,2s
505
735
1,456
'1,743
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
89.9
57.3
58.6
89.8
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
25.6
20.0
20.0
20.1
20.1
20,0
20.0
20.0
29.7
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
5.2
5.2
5.2
5.2
27.O
22.8
26.4
45.4
21.O
47.3
40.9
40.3
35.6
29.5
20.0
2',t.1
40.5
17.3
27.5
47.3
10.7
27.O
20.o
26.5
.!219
.t219
+2r9
J-219
H-4
H-4
H-4
t-t-E
tF4
ft-17tuH4tt4
t+17
t+4
H-rl
t+21
u"17tt4
t+17
H-10tt4
l+rl
H-13
6
4
3
3
3
4
3
1
6
N:\Civil3D Prcjects\4'l 1 TTHydrModel\Hydr Model\SpiritLakeEastFireFlow Model.wlg
I
I Scenario: Phasell
Current Time Step: 0.000Hr
Fire Flow Node FlexTable: Fire Flow Report
(N/A)
(rvA)
(N/A)
(N/A)
(r,r/A)
(N/A)
(r,,r/A)
(rvA)
(N/A)
(rvA)(wA)
(wA)
(t'l/A)
(rvA)
(r,r/A)
(rvA)(wA)(wA)(wA)(wA)
(r\r/A)
(N/A)
(wA)
(rvA)
(rvA)
(rvA)
(rvA)
(N/A)
(N/A)
(N/4
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(wA)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(r'l/A)
(r'l/A)
(N/A)
(N/A)
(N/A)
(r.r/A)
(N/A)
(rvA)
(wA)
(N/A)
(r.r/A)
(N/A)
(N/A)
(N/A)
0.r/A)(wA)
(N/A)
(wA)
(rvA)
(wA)
(r.r/A)
(rvA)
(rvA)
(N/A)
(wA)
(rvA)
(r'r/A)
(rvA)
(r,,1/A)
(N/A)
(N/A)
(N/A)
(wA)
(r'l/A)
(N/A)
(r.r/A)
(r,r/A)
(wA)
(wA)
(wA)
(N/A)
(r'l/A)
(l,l/A)
(N/A)
(rvA)
(N/A)
(rvA)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/ )
Fire Flow
IteElionsI
I
I
I
I
I
I
t
I
I
I
I
I
I
I
I
I
Label
J-14J4
J-9
J-'t2
J-16
J-'t9
J-20
J-8
J-1 1
J-7
J-'t8
J-15
J-10
J-2'lJ-l3
J-3
J-17
J*45
J-18
J-41
J42
J-46
J47
J-86
J.79
J-74
J-78
J-83
J-70J€2
J-87J69
J-73
J-62
J-81J63
J-80
J-72
J-6'l
J-7'lJ€5
J-77
J66
J-67
J-76
J-128
J-'t50Jl38
J-117
J-131
J-142
J-119
.1134
.r145
,t141
J-135
J-l52
.-1139
J-126
,t-124
.r151.t't22
J-158
J-120,t121
,t127
J-125
J-155
J-136
J-1'18
J-144
J-157
J-163
J-154
J-'133
J-164
J-140
J- t53
J-'t59
J-214
J"228
.l-216
J-217
J-215
,L245
J-235
J-219
J-220
J-221
J-224
J-225
J-227
)-229
.r230
.t-.231
,t-232
J-233
,t-234
J-236
Zone
ZonelZonelZonel
Zone-1ZonelZonel
Zone'1
Zone'1ZoneiZonel
Zon*1Zonel
Zonel
Zone-1ZonelZonel
Zonel
Zonel
Zonel
Zon&1
Zonel
Zonel
Zon61
ZonelZonelZonelZonelZonelZonelZonelZone'lZone'lZonelZonel
Zone'lZonelZonelZone'l
Zone1ZonelZonelZonelZo\*1
Zonel
Zone-1
Zonel
Zonel
Zonql
Zone1
Zor*1
Zone'l
Zone-1
Zone-1
Zone-l
Zone-l
Zone-1
Zone-1Zone'l
Zone-l
Zone-1
Zone-l
Zone-1
Zone-1
Zone-1
Zone-1
Zone-'l
Zone-1
Zone-'l
Zone- l
Zone-1
Zone-1
Zone-1
Zone-'l
Zone-'l
Zona-1
Zone-1
Zone1
Zone-1
Zone1
Zons'l
Zone-l
Zons'l
Zone- l
Zona-1
Zone-'l
Zone-1
Zone-1
Zone-1
Zonql
Zone-1
Zone-1
Zone-1
Zonel
Zone-1
Zone-1
Zone-1
Zonel
Zone-'l
Zone-1
Saiisties Firc
Flow
ConstEints?
Fire Flow
(Needed)
(spm)
1,000
1,000
1,000'1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000'l,000
.t,000
1,000
1,000
1,000
'1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
't,000
't,000
't,000
1,000
1,000't,000
1,000
1,000
1,000't,000
1,000
1,000
'1,000
1,000't,000
1,000
1,000
1,000
1,000
'1,000
'i,000
r,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
'1,000
1,000
1,000
'1,000
1,000
1,000
'1,000
'I,000
1,000
1,000
1,000
1,000
1,000'l,000
'I,000
1,000
1,000
'I,000
'1,000
1,000
1,000
1,000
1,000
'1,000
1,000
1,000
1,000
1,000'l,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1.000
Fire Flw(Available)
(spm)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
U
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Flw
Crotal
Nooded)(spm)
Fltr OotalAvailabls)
(spm)
Pre$urc(Rcsidual
Lorer
Limit) (psi)
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.o
20.0
20.0
20.0
20.o
20.o
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.o
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.o
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
PEssure(Cal@lated
Residual)
(psD
85.8
87.0
84.5
108.0
90.6
48.6
89.5
43.2
98.1
84.6
48.6
81.5
98.6
87.8
106.7
86.9
90.6
106.8
88.7
84.6
89.7
47.3
88.4
82.2
84.6
98.'t
89.0
47.0
82.9
49.9
106.8
87.7
98.'1
89.6
89.6
47.3
89.7
88.0
89.7
88.0't06.8
96.1
9't.3
100.7
98.0
99.8
99.8
102.5
1'15.0
85.5
98.8
106.8
46.0
102.5
98.2
106.8
89.0
a2.a
42.2
89.7
84.6
57.3
95.'l
85.5
22.5
89.5
95.1
18.6
106.8
106.8
86.3
87.9
53.5
8't.0
56.4
8't.0
102.5
96.9
88.6
E7.79t.3
94.3
81.0
89.7
85.5
E5.4
5.2
89.0
84.6
81.9
89.1
90.0
85.5
8E.2
69.5
80.4
89.5
98.0't07.5
Pcssure(Zone
Lorer
Limit) (psi)
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.o
20.0
20.o
20.o
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.o
20.o
20.0
20.0
20.o
20.0
20.0
20.0
20.o
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
PEssure(Cal@lated
Zone L(rer
Limil) (psi)
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
18.6
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
Junqtion
Minimum
PEssure
(Zone)
J-2',t9,t219
J-219
..1219
J-219
J-2'19
J-219,t219.t219
J-219
J-219
J-219
J-219
J-219
J-219,t219
J-219
J-219
J-219
J-219
J-2'19
J-219
J-2'19
J-219
J-219
J-2'19
J-2't9
J-2't9
J-219
J-2'19
J-219
J-215
J-2'19
J-219
J-2',t9
J-219
J-219
J-219
J-219
J-219
J-219
J-2',t9
J-2't9
J-219
J-219
J-219
J-2',t9
J-219
J-219
J-219
J-219
J-219
J-219
J-219
J-219
J-219
J-219
J-219
J-219
J-2't9
J-2',t9
J.219
J-219
J-219
J-219
J-219
.,1219
..12't9
J-2 t9
J-219
J-219
J-219
J-219
J-219.t219
J-219
J-219
J-219
J-2 t9
-r.219
J-219
J-219
J-219
J-219
J-219
J-219
J-155
J-219
J-z',t9
J-219
J-219
J-219
J-219
J-219
J-219
J-219
J-219
J-219
J-219
Pte*ure
(System
Lorer
Limit) (psi)
False
Fals€
Fah€
False
False
False
False
False
False
False
False
Fals€
False
Fals€
False
Fabe
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
FalseFal$
False
FaEe
Fglse
False
False
False
False
False
False
Fabe
FaBe
False
False
False
False
FaEe
False
False
False
Falso
False
False
False
False
False
Falee
False
False
False
False
False
False
False
FalseFal*
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
Fabe
1,000
'r,000
1,001
1,003
1,000
1,003
1,003
1,001
1,001
1,003
1,00'l
1,000
1,003't,003
1,001
1,006
1,000't,004
'I,000
'I,003
1,000
1,009
1,006
1,007
1,000
1,004
1,000
1,O21't,003
1,000
1,009'r,003
1,006
1,O12
1,009
1,000
1,006
1,000
1,000
1,000
1,000
1,006
1,006
1,010
1,009
,012
,006
,006
,004
,007
,007
,000
,006
,000
,009
,007
,000
,010
,006
,000
,000
,007
,000
,000
,000
,009
,0'13
,000
,003
,000
,003
,013
,0'19
,0(N
,004
,000
,000
,006
,009
,000
,000
,006
,000,012
,003
,009
,000
,000
,000
,010
,015
,009
,012
,010
,012
,013
,oo71,009
1.010
0
,|
6
0
4
0
3
0
7
4
0
21
3
0
6't2I
0
0
0
0
0
6
6
10I
't2
6
6
4
7
7
0
6
0I
7
0
10
6
0
0
7
0
0
0
'13
0
0
3
13
4
4
0
0
6
0
0
6
0
3
0
0
0
10
15
12
'10
12
't3
7I
10
I
16
7
0
I,364't,33'l
1,302
590
1,429
498
1,077
580't,'t06
793
1,333
1,338
1,093
1,336
'l,247
1,261
735
1,i160
't,713
1.234
0
0
0
0
,364
,331
,302590
,429498
,o77580
,106
793
,333
,338
,093
,336
,247
,261
735
,i160
,743
I
I
I
I
I
I
I
I
I
I
I
t
I
I
t
I
I
I
I
J-237
J-234
J-239
J-240
H-1
H-2
H-3
H-4
H-5
H6
H-7
H-8
H-9
H-10
H-1 1
u"'t2
H-13
H-14
H-15
H-'t6
H-'t7
H- 18
H-19
+21
Zone-'l
Zone-'lZonelZonel
<None>
<None>
<None>
<None>
<Nong>
<None>
<None>
<None>
<None>
<None>
<Nong>
<Non€>
<None>
<None>
<None>
<None>
<Nong>
<None>
<None>
False
Fals6
False
False
Truo
True
Tru€
False
True
False
True
False
True
False
True
True
True
True
Tru€
Tru€
False
True
True
1,000't,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
't,000
1,000
'1,000
1,000
1,000
't,000
1,000
1,000
1,000
1,000
1.000
1,009
1,0't6
1,007
1,000't,000
1,000
1,000
1,000
,000
,000
,000
,000
,000
,000
,000
,000
,000
,000
,000
,000
,000
,000
,000
5.2
5.2
5.2
5.2
26.3
20.4
$.4
21.0
47.3
40.7
40.2
35.0
29.5
20.0
20.0
37.9
20.0
26.0
25.1
40.7
26.7
20.o
25.4
J-219
J-219
J-219
J-2'19
H-4
H-4H4
H-8
H-4
H-'17
H-4
H-4
H-4
H-17
H-4
H-4
H-4
H-4
H-4
H-4
H-'t0
H-4
H-4
H-13
1
1I
4
4
4
4
4
4
o
3
3
6
6
3
6
4
4
4
5
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.o
20.o
20.o
20.o
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.o
20.0
20.0200
(NiA)
(rvA)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(r,r/A)
(t'l/A)
(N/A)(wA)
(rvA)
(r,r/A)
(r,r/A)
0.r/A)
(r,r/A)
(wA)
(r.r/A)
(rvA)
(wA)
(r.r/A)
(rvA)
(N/A)
20.o
20.0
20.0
20.0
20.o
20.o
20.0
20.o
20.0
20.0
20.0
20.o
20.0
20.o
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.o
20.020o
89.9
57.3
58.6
89.9
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.1
20.0
20.0
26.6
24.3
20.0
20.8
20.0
20.0
20.0
20.0
23.7200
N:\Civil3D Prcjecls\41 lTTHydrModel\Hydr Model\SpiritLakeEastFireFlow ldodel.wig
I
I Scenario: Phaselll
Current Time Step: 0.000Hr
Fire Flow Node FlexTable: Fire Flow Report
Fire Flow
IteEtionst
I
I
I
I
I
t
I
I
I
I
I
I
T
t
T
I
Label
J-'t4
J-4
J-9
J-12
J-16
J-19
J-20
J-8
J-1 1
J-7
J.1E
J-15
J-10
J-21
J-13
J-3
J-17
J-45
J-48
J-41J42
J-46J47
J-86
J-79
J-74
J-78
J-83
J-70
J-82
J-87J69
J-73
J62
J-6'lJ63
J-80
J-72
J-61
J-71
J65
J-77
J66
J-67
J-76J42a
J-150
J-138
J-'t17
J-131
J-142
J-1 19
J-134
J-'145
J-'141
J-135
J-152
J-139
J-126
J-',t24
J-151
J-122
J-158
J-120
J-121
J-'t27
J-125
J-155
J-135
J-1 18
J-144
J-'t57
J-163
J-154
J-133
J-164
J-'140
J-153
J-159
J-218
J-228
J-2'16
J-217
J-215
J-245
J-235
J-z',t9
J-220
J-221
J-224
J-225
J-227
J-229
J-230
J-23't
J-232
J-233
J-zU
J-236
Zone
Zone-1
Zone-lZonel
Zone-1Zonel
Zone-1
Zon+1
Zone-1
Zone'l
Zonel
Zone1
Zone-1
Zonel
Zone-1
Zonel
Zone-1
Zono-1
Zon+1
Zone lZonel
Zone1ZonelZonelZone'lZonelZonelZonelZonelZonel
Zone1
Zon€-1Zonel
Zone'lZonel
Zone-1
Zone-1
Zone-1
Zonel
ZonelZonel
Zone1Zonel
Zone-1
Zone- lZone'lZore-l
Zore-1
Zone-1
Zone-1Zone'lZonel
Zone-1
Zone-1
Zone-1
Zone-1
Zone-1
Zone-1
Zone-1
Zone-1
Zone-1
Zone-1
ZonelZorel
Zonel
Zonel
Zonel
Zone1ZorelZorel
Zonel
Zonq'l
Zonel
Zono-1
Zonel
Zon61
Zonel
Zone'l
Zone'l
Zonel
Zonel
Zone'l
Zonel
Zonel
Zone'l
Zonel
Zonel
Zonel
Zonel
Zonel
Zonel
Zonel
Zonel
Zonel
Zonel
Zonel
Zonel
Zonel
ZonelZonel
Salisties Fire
Flow
ConstEints?
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
FalsE
False
False
False
False
False
False
False
False
False
False
False
False
Fab€
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
FalseFal$
False
Falso
False
False
False
False
False
False
False
False
Fals
False
False
False
False
Fslse
False
Fslse
False
Falso
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
False
Fire Flw
(Needod)
(spm)
'1,000
1,000'1,000
1,000
1,000
1,000
1,000
1,000
1,000't,000
1,000
1,000
1,000
1,000
1,000
1,000
't,000
1,000
'1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
'1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000't,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
'1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
'1,000
1,000
1,000
1,000
1,000
'1,000
1,000
1,000
1,000
1,000'l,000
'1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
't,000
1,000
1,000
1,000
1,000
1,000
1,000
Firc Flow
(Available)
(spm)
Flow
CfotalNeeded)
(spm)
1,000'l,000
1,001
1,003
1,000
1,003
't,003
1,001
1,001
1,003
1,001
1,000
1,003
1,003
1,00'l
1,006
'1,000
1,004
1,000
1,003'l,000
1,009
1,006
1,007
1,000
1,004't,000
1,02'.1
1,003
1,000
1,009
1,003
1,006
1,012
1,009
1,000
1,006'l,000
1,000
1,000
1,000
1,006
1,006
1,010
1,009
1,O12
1,006't,006
1,00t
1,007
1,007
1,000
1,006
1,000
1,009
1,007
'1,000
1,010
1,006
1,000
1,000
1,007
1,000
I,000
1,000
1,009
1,013
1,000
1,003
't,000
't,003
1,013
1,019
't,oo4
't,004
1,000
1,000
1,006
't,009
1,000
1,000
1,006
1,000't,012
1,003
1,009
1,000
1,000
1,000
1,010
1,0'15
1,009
1,012
1,010
1,012
1,013
1,007
1,009
1,010
Flw CtotalAvailabls)
(sPm)
0
0
1
0
1,|
1
0
3
1
6
0
4
0
3
0
6
7
0
4
0
21
0
3
6
12
0
0
0
0
0
6
6
10
'12
6
4
7
7
7
0
10
0
0
7
0
0
0
13
0
0
3
13
19
4
4
0
0
9
0
0
5
0
12
3
9
0
0
0
10
15
9
12
10
't2
13
7o
10
Pressurc
(ResidualLmr
Limit) (psi)
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.o
20.o
20.o
20.0
20.0
20.o
20.0
20.o
20.o
20.o
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.o
20.o
20.0
20.o
20.0
20.o
20.o
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.o
Pressur€
(Cal@lated
Residual)
(psi)
85.8
87.0
84.5't08.0
90.7
48.6
89.8
83.2
98.1
84.6
48.6
8't.5
98.6
88.0
106.8
86.9
90.7
106.8
88.9
84.6
89.7
47.3
88.5
82.1
84.6
98.1
69.0
47.O
82.9
49.9'106.8
47.7
98.1
89.7
89.6
47.3
89.7
88.1
89.7
88.1
106.8
98.1
91.3
100.8
98.1
99.8
99.8
102.5
115.0
85.6
106.8
46.0
102.5
98.2
106.8
89.0
83.0
42.1
89.9
84.6
57.3
95.2
85.s
22.5
89.5
18.6
106.8
106.8
86.3
88.0
53.5
81.0
56.4
8'1.0
102.5
97.0
aa.7
a7.7
91.3
94.3
81.0
89.9
65.5
85.4
5.2
89.0
84.6
42.1
89.4
90.2
85.7
88.4
89.7
80.6
89.5
98.1
'to7.5
Pressure
(Zone
Lowr
Limit) (psi)
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.o
20.o
20.o
20.0
20.0
20.o
20.0
20.0
20.o
20.0
20.o
20.o
20.o
20.o
20.o
20.0
20.0
20.o
20.o
20.o
20.o
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.o
20.o
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
Pressurc
(Calculated
Zone Lorer
Limit) (psi)
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
18.6
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
Junction
MinimumPEssue
(Zone)
J-219
J-219
J-2't9
J-219
J-2't9
J-219
J-219
J-219
J-219
J-219
J-219
J-219
J-219
J-219
J-219
J-219
J-2'19
J-219
J-219
J-219
J-219
J-219
J-219
J-2',19
J-219
J-219
J-219
J-2't9
J-219
J-2't9
J-219
J-2't9
J-2't9
J-219
J-219
J-219
J-219
J-219
J-219
J-219
J-2'.t9
J-219
J-219
J-219
J-219
J-21 I
J-2',t9
J-219
J-219
J-219
J-219
J-219
J-21 I
J-2't 9
J-219
J-219
J-2'19
J-2'19
J-219,t219
J-219
J.219
J.219
J.219
J-219
J-219
J-219
J-219
J-219
J-219
J-219
J-219
J-219
J-219
J-219
J-219
J-219
J-219
J.219
J-2't9
J-219
J-219
J-219
J-219
J-219
J-155
J-2',t9
J-2',t9
J-219
J-219
J-219
J-219
J-219
J-2't9
J-219
J-2'19
J-219
J-2't9
Pressure
(Syslem
Lowr
Limit) (psi)
(N/A)
(lvA)
(r'l/A)
(N/A)
(wA)
(t'l/A)
(wA)
(N/A)
(wA)
(r.,r/A)
(l.t/A)
(rvA)
(wA)(wA)
(N/A)
(t'l/A)
(N/A)
(N/A)
(wA)
(N/A)
(wA)
(wA)
(rvA)
(N/A)
(N/A)
(rvA)
(N/A)
(N/A)
(rvA)
(lvA)
(N/A)
(N/A)
(wA)(N/4
(rvA)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/4
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(rvA)(N/E
(ruA)(N/4
(N/A)
(rvA)
(r,t/A)
(wA)
(r,r/A)
(r.r/A)
(rvA)
(N/A)
(N/A)(wA)
I
I
I
I
t
t
I
I
I
I
I
I
I
I
I
I
I
I
I
J.237
J-238
J.239
,J-2{o
t i-'l
H-2
H-3
H-{
H-5H6
H-7
H-8
H-9
H-r0
ll-t 1
H-12lt13ltt4
Ft-15
Ir16
t+17
Ir18
lt-19
t+21
ZonelZonelZonel
ZonF'l
<None>
<None>
<None>
<None>
<None>
<None>
<None>
<None>
<None>
<None>
<None>
<None>
<None>
<Nons>
<Nong>
<None>
<None>
<None>
<None>
<Nono>
False
Falso
Falso
Fslse
Tru6
True
Trus
Trus
Trus
True
Tru€
True
True
Fabo
Trug
Truc
Trug
Trus
Truo
True
Fal$
Trua
True
True
0
0
0
0
1,496
1,346
1,309
1,246
1,431
1,424
1,083
1,295
r,1 10
793
1,3391,U4
1,0951,U2
1,2511,b7
735
1,504
1,715
I,m9
1,016
1,007
1,000
1,00o
1,000
1,000
1,000
1,000
I,000
I,OO0
1,000
I,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000
'I,000
I
16
7
0
1,496
1,346
1,309
1,246
1,431
1,424
1,083
1,295
1,1 10
793
1,339't,344
1,0951,U2
1,25'l1,7
735
1,504
't,745
20.0
20.0
20.o
20.0
20.0
20.0
20.o
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.o
20.0
20.0
89.9
57.3
56.6
90.0
20.o
21.1
20.0
20.0
20.0
20.o
20.o
23.5
20.0
20.0
26.1
24.1
20.0
20.6
20.o
20.o
20.0
20.0
23.6
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.o
20.0
20.0
20.0
20.o
20.o
20.o
20.o
5.2
5.2
5.2
5.2
20.1
20.0
22.3
32.2
21.O
25.4
40.9
20.o
35.'l
29.5
20.0
20.0
36.2
20.o
26.2
25.1
10.7
25.8
20.0
.1219
.,-21 9
J-219
..1219
H-,4
t-F4
H-4
H-8
H4
H-4H4
H-4
H-4
t+17lt-4l+4H4
H-4tl.l
t-F4
H-'t0
t"t-4
H-1
(N/A)
(NA)
(wA)
(N/A)
(t|/A)
(N/A)
(r.r/A)
(N/A)
(N/A)
(N/A)
(N/A)
(r,r/A)
(]uA)
(wA)
(N/A)
(lvA)
(N/A)
(NA)
(N/A)
(N/A)
(N/A)
(rvA)
(N/A)
1
1
1
1
4
6
4
4
4
4
3
6
3
3
6
6
3
6
4
1
3
4
6
3
N:\Civil3D Prcjects\4'1 I TTHydrirodel\Hydr Model\SpirilLakeEastFireFlow Model.wtg
(N/A)
(wA)
(wA)
(wA)
(wA)
(tr/A)
(rvA)
(r.r/A)
(ll/A)
(N/A)
(i.r/A)
(N/A)
(wA)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(rvA)
(N/A)
(r.uA)
(tuA)
(ruA)
(N/A)
(wA)
(ruA)
(N/A)
(r{A)
(N/A)
(ruA)
(t'r/A)
(t'l/A)
(r.r/A)
(r.r/A)
(rvA)
(ruA)
(rvA)
(rvA)
(wA)
(l,l/A)
(wA)
(rvA)
(wA)
(N/A)
(N/A)
(rvA)
(ir/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(N/A)
(wA)
(N/A)
(r.r/A)
(N/A)
(N/A)
(N/A)
(rruA)
(wA)
(wA)
(wA)
(r.r/A)
(t'l/A)
(rvA)
(N/A)
(N/A)
(r'l/A)
(N/A)
(l.r/A)
(luA)
(N/A)
(N/A)
(N/A)
(tuA)
(ruA)
(iuA)
(t,l/A)
(N/A)
(wA)
(wA)
(N/A)
(r.r/A)
(r,r/A)
(r.,r/A)
(wA)
(wA)
(N/A)
(N/A)(lr/A)
(N/A)
(N/A)
(N/A)
(N/A)
(rvA)(wA)
(rvA)
Fic FINIt6alions
I
I
t
t
I
t
I
I
I
I
I
I
I
I
t
I
I
I
I
Scenario: Phase lV
Current Time Step: 0.000Hr
Fire Flow Node FIexTable: Fire Flow Report
Lsbel
J-14
J-4
J-9
J-12J.16
J-19
J-20
J-8
J-'t'l
J-7
J-18
J-15
J.10
J-21
J-13
J-3
J-17
J-15
J-48
J-4'l
,.H2J46
J17
.,186
J-79
J-74
J-7E
J-83
J-70
J-42
J-87
J-69
J-73
J-62
J-81
J-63
J-80
J-72J61
J-71
J-65
,L77
JS6J€7
J-76
J-128
J-150
J-138
J-117
J-131
J-'t42
Jn 19
J-134
J-145
J-141
J-135
J- 152
J-139
J-126
J-'t24
..115'l
,L122
.L158
.t120
J-'t2'l
J.'t27
J-125
J-'t55
J- 136
J-'t 18
J-'144
J-157J-l63
J-154
J-133
J-164
J-140J-i53
J-159
J-218
J-224
J-216
J-217
J-215
J-245
J-235
J"219
J-220
J-221
J-224
J-225
J-227,L2.9
J-230
J-23't
J-232
J-233
J-234
1236
Zone
Zone'l
Zonel
Zone1
Zonel
Zonel
ZonelZonelZonelZonelZone'lZonelZonelZonelZonelZonelZonelZonel
Zone'lZonelZonel
ZonelZonelZonel
Zone'l
Zonel
Zone'l
Zone'l
Zonel
Zonel
Zonel
Zone'lZonelZonelZonelZonelZonelZonelZonelZonet
Zone lZonelZonelZonelZonelZonelZonelZonelZonslZonelZonel
Zone-l
Zone-'l
Zone-1
Zonel
Zonel
Zonel
Zonel
Zonel
Zone'l
Zone'l
Zoncl
Zoncl
Zonel
Zonel
Zonel
Zon+1
Zone-1
Zon&1ZonelZonqlZon*'l
Zone lZone1Zone'lZonelZonelZonel
Zone lZone'l
Zone l
Zone lZonelZonel
Zon61ZonelZonel
Zone-1
Zgn+1
Zon$1ZonelZonelZonelZonelZonelZooelZonel
Zone'l
Zone'l
Zonel
S.ti3li6s FiE
Flow
ConsiEinls?
False
Fel3s
FeBe
Fabe
Fabe
F8l$
Fals6Fek.
FalsF8l$
FaEo
False
False
Fabs
Fslss
Falss
FElsoFsl$
Felss
False
False
False
Falge
FsBe
Fslse
Fsls€
False
False
Fabe
FaEe
False
Feb6
Fab€
Fsbs
False
Falso
Fsbe
Fslse
Fals€Fal$Fal$Fel$Fal$Fal$
FalsE
Falss
Fals€
Fal3s
Falss
Falso
False
Falso
Falso
FEls6
Fals6
False
Fabe
Fabe
False
Fslse
Fabe
Feb6
Fabs
False
False
Fals
Fslso
Falss
Fslss
Falss
Falss
False
FEls6
False
False
FalsE
Falso
Falss
FaBe
Feb.
FaBe
Falss
Fabe
F8bs
Febe
Fabe
False
Falsq
Fslsa
F8Es
False
False
False
FglseFke
Fabe
FsBe
Fabe
False
Firc Flow
(Nseded)
(sPm)
FiE FIw
(Available)
(spm)
Flow
CrotalN6cdsd)
(spm)
1,000
1,000't,00r
1,003
1,000
1,m3'r,003
1,001'r,001
1,003
1,001
1,000
't,003
1,003
1,001
1,006
1,000
1,004
1,000
1,003
1,000
1,009't,006
I,N7
1,000
1,004
1,000
1,O21
1,003
1,000
1,009
1,003
Flw (Iotal
Available)
(spm)
0
0
1
3
0
3
3
1
1
3,|
0
,|
6
0
4
0
3
0
9
6
7
0
4
0
21
3
0I
3
6
12I
0
6
0
0
0
0
6
6
10
9
12
6
6
4
7
7
0
0
7
0t0
6
0
0
7
0
0
0I
13
0
13
'19
4
4
0
0
6
0
0
6
0
12
3
9
0
0
0
10
15I
12
10
12
t3
7
9
't0
PE$uE
(RosiduElLmr
Limit) (psi)
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.o
20.0
20.o
20.o
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.o
20.o
20.0
20.0
20.0
20.o
20.o
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.o
20.0
20.0
20.o
Prassurc
(Cal@l€red
Residual)
(psi)
85.8
87.0
84.5
108.0
90.7
48.8
89.8
43.2
98.1
84.6
4E.8
81.5
98.6
88.0
106.8
86.9
90.7
106.8
88.9
84.6
89.7
47.5
88.5
42.'l
84.6
98.1
89.0
47.1
82.9
50.1't06.8
87.7
98.1
89.7
89.6
47.5
89.7
88.1
89.7
88.1
106.8
98.1
91.3
100.8
98.1
99.8
99.8
'102.5
115.0
85.6
98.9
106.8
46.2
102.5
98.2
106.8
89.0
83.0
82.1
E9.9
84.6
57.5
95.2
85.5
22.5
89.5
95.2
18.6
106.8
106.8
86.3
88.0
53.6
8't.0
56.6
E1.0
102.5
97.0
88.7
47.7
91.3
94.3
81.0
89.9
85.5
85.4
5.2
89.0
84.6
82.1
E9.4
90.2
85.7
88.4
89.7
80.6
89.5
98.1
107.5
Pressure(Zon6Lrer
Limit) (psi)
20.0
20.0
20.0
20.o
20.o
20.0
20.o
20.o
20.o
20.o
20.0
20.o
20.0
20.o
20.o
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.o
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.o
20.o
20.o
20.o
20.o
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.o
20.0
20.0
20.o
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.o
20.o
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.o
PB33uB(CalculEted
Zon€ LMr
Umit) (psi)
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
't8.6
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
Junclion
Minimum
PG3surc
(Zon6)
.r219
.t219
,,.219+2r9+2r9,r.219
J-219
J-219
J-219
J-219
J-2't9
J-2'.t9
J-z',t9
J-219
J-219
J-2't9
J-219
J-219
J-2',t9
J-219
J-219
J-2't9
J-219
J-219
.!219
J-219
J-219
..1219
.r219.r219
J-219
J.219
J-2'19
J.219
.-1219
J-219
,t-219,r219!219
J-2r9
..L219
,J-z',t9
J-219
J-219
J-219
J-219
J-219
J-2',t9
J-219
J-219
J-219
J-219
J-219
J-2',t9
J-219
J-219
J-219
..1219
.r219.!219
J-219.t219
,t219
,!.219
+219
J-219
J-219
J-219
J-219
J-219
J-219
J-219
J-219
J-219
.}219
J-219
J-219
J-219!219
J-2'19.t219
J-219
J-219
J-219
J-215
J-219
J.155
J.219
J"219
J-219
J-2't9
J-2't9
J-2',19
J.219
J-2 19
J-2'19
,L219
J.2r9
J.219
Pressure(Syst6mLrer
Limit) (psi)
,000
,000
,000
,000
,000
,0@
,000
,000
,000
,000
,000
,000
,000
,000
,000
,000
,000
,000
,0001,000
1,000
1,000'I,000
1,000
1,000
1,000
1,000
1,000
1,000
1,000't,000
1,000
1,000
1,000't,000
1,000'l,000
1,000
1,000I,000
1,000
1,000
1,000't,000
1,000
1,0m
1,000
1,000
1,000't,000
1,000
1,000't,000
1,000
1,000't,000
1,000
1,000
1,000
1,000'r,000
1,000
1,000
1,000'l,000
1,000
1,000
1,000
1,000
1,000
1,0m
1,000
1,000
1,000
1,000
1,000
1,000
1.000
,m0
,000
,mo
,000
,000
,000
,000
,000
,000
,000
,000
,000
,000
1,000
1,000
1,000
I,000
1,000
1,000
1,000
1,000
,006
,o12
,009
,000
,006
,000
,000
,000
,000
,006
,006
,0r0
,009
,012
,006
,m6
,004
,007
,007
,000
,006
,000
,009
,007
,000
,010
,0{b
,mo
,000
,007
,000
,000
,000
,009
,013
,000
,003
,000
,003
,013
,019
1,004
1,004
1,0o0
1,000
1,006't,009
'r,000
1,000
1,006't,000
1,012'l,003
1,009
'1,000
1,000
1,000
1,010
1,015
1,009
1,012
1,010
1,012
1,013
1,m7'l,009
'1,010
(rvA)
(wA)
(N/A)
(N/A)
(t'uA)
(N/A)
(N/A)
(N/A)(wA)
(tl/A)
(rvA)
(wA)
(r{A)
(N/A)
(N/A)
(N/A)
(rvA)
(wA)
(N/A)
(rvA)
(rvA)
(wA)
(wA)
I
I
I
I
I
I
I
I
I
I
t
t
I
I
I
I
I
I
I
J-237
.r238
J.239.nuolt-ltt2
H-3tu
H-5H€
H-7H€
t"t-g
H-10
H-1I
t+12
t-H3tl14
H-l5ttt6
H-17
H-18
H-19
it-21
Zonel
Zon&1ZonelZonel
<Nono>
<Nono>
<Nong>
<None>
<Non!>
<Nonc>
<Nong>
<Nong>
<Nom>
<Nono>
<Nom>
<Nono>
<Nm6>
<Nore>
<Nom>
<Nono>
<Nona>
<Nona>
<Nona>
<Nona>
FaBe
Fabe
F8lse
FaEe
Tru9
True
True
Trus
Trus
True
Truc
True
True
True
True
Trus
Truc
True
True
Trug
Truc
Trus
True
0
0
0
0
't,496
1,W
1,309
't,26
1,431
't,121
1,083
1,295
1,110
1,008't,3i)9
1,U4
1,0951,v2
1,251
1,267
1,026
1,504
1,715
1,009
1,016
1,007
1,000
1,000
1,000
1,000
't,000
1,mo
1,000
I,000
1,000
I,mo
1,000
I,000
1,000
r,000
1,000
1,000
1,000
1,000't,mo
't,m0
9
't6
7
0
1,496
't.345
1,309
't,26
1,431
1,124
'1,083
1,295
1,1 10
1,008
1,3391,v4
1,0951,v2
1,251
1,267
I,026
1,5{N
1,715
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
20.o
20.0
20.0
20.o
20.o
20.o
20.o
89.9
57.5
58.8
90.0
20.o
21.1
20.0
20.0
20.o
20.o
20.0
23.5
20.0
20.0
26.1
24.1
20.0
20.5
20.0
20.0
20.0
20.0
23.6
20.0
20.0
20.0
20.o
20.0
20.0
20.o
20.0
20.0
20.o
20.0
20.0
20.o
20.0
20.0
20.0
20.0
20.0
20.0
20.o
20.0
20.0
20.0
5.2
5.2
5.2
5.2
20.1
20.0
22.3
32.2
21.0
25.1
40.9
20.0
35.1
38.0
20.0
20_08.2
20.0
.2
25.4
40.2
25.4
20_0
1219
..L219
..1219
J-2'19
li.4
H-4
l'i.4
H-8
I't-4
H-4
H-4
tF4
ll-4
t+'17
l-l-il
H-4
t+4
t+1
H-4
l+.4
H-1
H-4
H-4
I
1II
4
6
4
4I
4
3
6
3
2
6
6
3
6
4
4
3
1
63
N:\Civil3D Projects\4 1 1 TTHydrModel\Hydr Model\spiriiLakeEaslFireFlow Model.wtg
APPENDIX K:
CORRESPONDENCE
wELFII;Hqm*M
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I have a few questions regarding the Fire Flow Analysis for Spirit Lake East. I am gathering my
information from the Spirit Lake East Water System Analysis we conducted in October 2004 and
want to make sure the information is still relevant. Can we please confirm the following
information?
. Connections
o Complete system build out is 366 connections
Correct. Cunent 80% or 293 connections (used for modeling purposes)
Correct
o Water Storage Tank
o One tank
Correcto Capacity 192,000 gallons
Correct. Crack has been fixed
lsnt a "crack" rather a seam and it is patched annually
. Pumps/Boosters - Total electrical system upgrade was performed approx. 5
years ago will drop off final submittals if needed.
o (1) 100 Hp. submersible pump (installed September 2OO4\, capacity of
500 gpm Replaced June 2013 with same spec pump approx. 480 gpm
o (2) 10 Hp. Berkeley B% TPMS boosters,250 gpm @ 60 psi yes
o (1) 25 Hp. Peerless Series C, 830A, booster, 500 gpm @ 60psi yes
o Bladder Tanks
o (20) Well-X-trolWx252, total capacity 1,720 ga!!ons, operating range of
35 psito 50 psi No longer using. System runs on VFDS and pressure
transducer. A handful of tanks were kept in place redundancy.
o System does not contain standby power (generatorc) New CAT 175 KW Gen set
installed approx. 5 years ago capable of running all components concurrently
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. !s there flow data available on the system or should I use the same estimates that
we used in 2004.1 don't see why not. Would it would have changed??
o We assumed 15% system loss within our original analysis (2004), and
recommended that NKWD verify the condition of the existing pipes and verify the
estimated loss within the system. Has this been done or are we still assuming a 15o/o
loss on the system or greater since it has been 10 years since the analysis. Complete
leak detection was done on entire system. Loss at approx. 8% and mainlines that have
been exposed have been in good shape. Al! leaks were located on service line
connections to main line.
I am assuming that we are looking at getting the system as a whole in compliance with required
fire flow demands. According to the Spirit Lake Fire Chief, Jon DeBemardi and the Fire
Marshal, Wayne Nowacki that would place hydrant no further than 1,000 ft. from any residents,
with a required flow of 1,000 gm plus maximum daily demand for 2 hours. Since the system is
composed of 2 inch through l0 inch piping we will be focusing on installing hydrants on 6 inch
lines or larger, and will not be considering enlargrng and replacing lines. By not replacing lines
some properties will not be cover. I have attached a map of Spirit Lake East with hydrants
placed on their lines that are 6 inches or larger. The red circles are 1000 ft. radius from the
hydrants.
WELCH—CDMERfff
ENGINEERS I SURVEVORS