Master Concept Water Report

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1 
Table of Contents  
Page 
1.0 
SCOPE 
2 
2.0 
SITE LOCATION 
2 
3.0 
DESCRIPTION AND PROPOSED DEVELOPMENT 
3 
4.0 
EXISTING INFRASTRUCTURE 
3 
5.0 
PROPOSD DEMAND 
4 
6.0 
PROPOSED DESIGN 
5 
7.0 
REFERENCES 
6 
 
EXHIBITS 
Exhibit A – Vicinity Map 
Exhibit B – Aerial Map 
Exhibit C – Conceptual Water Main Layout 
 
APPENDICES 
 
Appendix A – Water and Sewer Modified Use Rates 
Appendix B – Parks and Rec Liner 
Appendix C – Preliminary Hydraulic Modeling

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1.0 Scope 
The objectives of this sewer master report are: 
 
1. To research and identify the current water infrastructure in the vicinity of the 
project. 
 
2. To determine the water demand flows that are anticipated in this project. 
 
3. To provide guidance on sizing throughout the site. 
 
4. This report will not discuss any water demands related to areas contained within 
the park. 
 
2.0  Site Location 
The project site is located on the northeast corner of Williamsfield Road and 
Ellsworth Road in the City of Mesa, Arizona (see Exhibit A).  
 
More specifically, the project site is located within a portion of the Southwest and 
Northwest Quarter of Section 27, Township 1 South, Range 7 East of the Gila and 
Salt River Base and Meridian, Maricopa County, Arizona.

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3.0  Description and Proposed Development 
The site is currently on an approximately 210-acre parcel that resides at the northeast 
corner of Williams Field Road and Ellsworth Road. The improvements will consist of 
multi-family residential, mixed-use development, general office space, and hotel. The 
site is currently undeveloped desert and slopes from east to west at approximately 
0.4% and drains into a set of box culverts at Ellsworth Road that connects to the 
Ellsworth Channel on the west side of the street.  
The project is planned to have a core phase that will be built out immediately, and the 
rest of the site has a general use plan, as identified by the Legacy Park Community 
Plan, that does not yet have a determined site use and will be built out by separate 
developers at a later time. For these later developments, the most likely land use, as 
identified in the Community Plan, will be used for water demand.  
To the south, the site is bound by the Legacy Sports Complex and future Gateway 
Crossing. The northern and eastern sides of the site are bound by Arizona State Route 
24. The west side is bounded by the future Gateway East, a 273-acre development 
used for manufacturing, industrial, retail, office, and hotel space. 
4.0 Existing Infrastructure  
There currently exists a 24” water main that runs along Williams Field Road, and a 
16” and 20” water main that runs along Ellsworth Road. The 24” and 16” pipes, as 
well as all new pipes to be installed with the project, are in the Desert Wells water 
pressure zone and will be interconnected. The 20” waterline in Ellsworth is in the 
Falcon Field pressure zone and will not be connected to as part of this development. 
 
The Gateway Crossing project to the south will construct a 12” water line along a 
portion of Williams Field Road that is expected to be in place when the Legacy Park 
project construction commences. 
 
A flow test was completed by EJ Flow Tests, LLC on November 21, 2024 on two 
hydrants along Williams Field Road. The results of the data with a 10% safety factor

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showed a static pressure of 73.8 psi, residual pressure of 61.8 psi, flow of 4,179 gpm 
and 9,395 gpm at 20 psi. 
 
5.0  Proposed Demand 
Due to the nature of the proposed project, the City of Mesa accepted revised demand 
use values prepared by Optimus Civil Design Group in a report dated 11/06/2025 to 
be incorporated on both Legacy Parkway and Gateway Crossing, a project directly 
south of the project across Williams Field Road. These are shown in the table below: 
 
Use 
Demand Factor 
Unit 
Retail 
0.10 
gpd/sf 
Restaurant
0.22
gpd/sf
Office
0.09
gpd/sf
Hotel
200.00
gpd/room
Multi-Family 
225.00 
gpd/unit 
 
A summary of the daily demand that is anticipated for the project can be found below. 
These are broken out into the Core Phase 1 and the remainder of the Legacy Park 
Project (Phase 2). The Max Day is 2 times the ADD and the peak hour is 3 times the 
ADD per section 311.3 City of Mesa Engineering Standards. A detailed breakout of 
the calculations can be found in the Appendix. 
 
Development 
Average Day 
GPD
Max Day 
GPD
Peak Hour 
GPD
Legacy Park – Phase 1 
345,600.40
691,200.80
1,036,801.20
Legacy Park – Remainder
698,721.90
1,397,443.80
2,096,165.70
Grand Total
1,044,322.30
2,088,644.60
3,132,966.90

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6.0  Proposed Design 
A 12” water main is to be extended west along Williams Field Road from the 
connection point that is built by the Gateway Crossing project and connect into the 
16” water main on Ellsworth Road. Lateral ties will be made to the existing 24” line 
on Williams Field Road where they currently exist. 
 
A 12” water main is expected to be looped throughout the proposed development 
along every stretch of public street but reduced down to an 8”, where applicable. 
Exact sizing and modeling is not in the scope of this Master Water Plan and will be 
completed during the submission of the Final Water Report accompanying 
construction documents at a later date, (see Exhibit C). 
 
It is assumed that construction will be V-B, and therefore a fire flow of 8,000 gpm at 
20 psi residual pressure is required per Table B105.1(2) in Appendix B of the 
International Fire Code. All buildings will have an automatic sprinkler system; 
therefore, the value can be cut in half to 4,000 gpm. 
 
Per Table C102.1 of the International Fire Code, the average spacing between 
hydrants shall be 350’ and the maximum distance from any point on street or road 
frontage to a hydrant shall be 210’. 
 
Preliminary modeling was completed and shown in Appendix C using the flow test 
previously mentioned from November of 2024. The results concluded that the Peak 
Hour flow would remain above 40 psi and not exceed 5 fps and the Max Day + Fire 
Flow (4,000 gpm) stayed above 20 psi and did not exceed 10 fps. More detailed 
modeling with an updated hydrant flow test will be conducted at the time of site plan 
submittal. 
 
In conclusion, the existing 12” and 16” water mains that exist along Williams Field 
Road and Ellsworth Road will have sufficient capacity to serve the future Legacy 
Park Development. All final sizing of water lines within the Legacy Park 
Development will be completed in the final report at the time of Construction 
Document submission.

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7.0 References 
1. City of Mesa Engineering & Design Standards, August 2025. 
2. ADEQ Bulletin No. 11 
3. WaterCAD Modeling Results

EXHIBITS

4650 E. COTTON CENTER BLVD.
SUITE 140
PHOENIX, AZ  85040
PH: (602) 286-9300      FAX: (602) 286-9400

4650 E. COTTON CENTER BLVD.
SUITE 140
PHOENIX, AZ  85040
PH: (602) 286-9300      FAX: (602) 286-9400
SR-24
E PECOS ROAD
PROJECT
ELLSWORTH ROAD
E RAY ROAD
PROPOSED GATEWAY
CROSSING (BY OTHERS)
ARIZONA ATHLETIC
GROUND

OF
JOB NO.:
DRAWN:
DESIGNED:
CHECKED:
DATE:
DRAWING NO
TJM
TJM
JDB
07/2026
NO.
REVISION
DATE
4650 E. COTTON CENTER BLVD.
SUITE 140
PHOENIX, AZ  85040
PH: (602) 286-9300      FAX: (602) 286-9400
Contact Arizona 811 at least two full
working days before you begin excavation
Call 811 or click Arizona811.com
251461
MESA, AZ
LEGACY PARK
PRELIMINARY WATER EXHIBIT

Flow Test Summary
Project Name:
EJFT 24416 - Legacy Complex
Project Address:
S Ellsworth Rd & E Williams Field Rd, Mesa, AZ 85212
Date of Flow Test:
2024-11-21
Time of Flow Test:
7:30 AM
Data Reliable Until:
2025-05-21
Conducted By:
Simon R & Alonzo M (EJ Flow Tests) 602.999.7637
Witnessed By:
Phil Martell (City of Mesa) 480.262.4460
City Forces Contacted:
City of Mesa (480.262.4460)
Permit Number:
ROW24-07123
Raw Flow Test Data
Data with a 10 % Safety Factor
Static Pressure:
82.0 PSI
Static Pressure:
73.8 PSI
Residual Pressure:
70.0 PSI
Residual Pressure:
61.8 PSI
Flowing GPM:
4,179
Flowing GPM:
4,179
GPM @ 20 PSI:
10,143
GPM @ 20 PSI:
9,395
Hydrant F1
Pitot Pressure (1):
40
PSI
Coefficient of Discharge (1):
0.9
Hydrant Orifice Diameter (1):
2.5
inches
Pitot Pressure (2):
36
PSI
Coefficient of Discharge (2):
0.9
Hydrant Orifice Diameter (2):
2.5
inches
Hydrant F2
Pitot Pressure (1):
35
PSI
Coefficient of Discharge (1):
0.9
Hydrant Orifice Diameter (1):
4
inches
Additional Coefficient 0.83 on orifice #1
Static-Residual
Hydrant
Flow Hydrant
Distance Between F 1 and R
525 ft (measured linearly)
Static-Residual Elevation
1391 ft (above sea level)
Flow Hydrant (F1) Elevation
1392 ft (above sea level)
Elevation & distance values are
approximate
EJ Flow Tests, LLC 
21505 North 78th Ave. | Suite 130 | Peoria, Arizona 85382 | (602) 999-7637 | 
John L. Echeverri | NICET Level IV 78493 SME | C-16 FP Contractor ROC 271705 AZ | NFPA CFPS 1915 
www.flowtestsummary.com 
Page 1

Flow Test Summary
Static-Residual Hydrant
 Flow Hydrant (only hydrant F1 shown for clarity)
 
Approximate Project Site
Water Supply Curve N1.85 Graph
Raw Supply
w/ Safety Factor
Projected
1200
2400
3600
4800
6000
7200
8400
9600
10800
12000
0
20
40
60
80
100
Flow (GPM)
Pressure (PSI)
EJ Flow Tests, LLC 
21505 North 78th Ave. | Suite 130 | Peoria, Arizona 85382 | (602) 999-7637 | 
John L. Echeverri | NICET Level IV 78493 SME | C-16 FP Contractor ROC 271705 AZ | NFPA CFPS 1915 
www.flowtestsummary.com 
Page 2

APPENDIX A 
Water and Sewer Modified Use Rates

Legacy Park - 200 +/- Acre Mixed Use Development
NEC Ellsworth Rd and Williams Field Rd
Valley Cities Comparison Charts
11/6/2025
Retail (gpd/sf)
Restaurant (gpd/sf)
Office (gpd/sf)
Hotel (gpd/room)
MF (gpd/unit)
Mesa1
0.2
1.5
0.4
350
154
Phoenix2
0.125
0.125
0.115
200
240
Peoria3
0.03
0.03
0.03
200
200
Buckeye4
0.13
0.5
0.13
200
235
1 Engineering & Design Standards, 2023, City of Mesa - Table 3.1
2 Design Standards Manual for Water and Wastewater, City of Phoenix, 2021 - Table 8
3 City of Peoria Engineering Standads, 2025 - Table 8-3
4 Water Distribution and Transmission, City of Buckeye, 2025 - Table 2
Retail (gpd/sf)
Restaurant (gpd/sf)
Office (gpd/sf)
Hotel (gpd/room)
MF (gpd/unit)
Mesa1
0.5
1.2
0.4
380
136
Phoenix2
0.075
0.075
0.09
150
180
Peoria3
0.02
0.02
0.02
120
120
Buckeye4
0.5
0.5
0.1
130
200
ADEQ5,6
0.1
1.24
0.1
45
200
1 Engineering & Design Standards, 2023, City of Mesa - Table 4.1
2 Design Standards Manual for Water and Wastewater, City of Phoenix, 2021 - Table 8
3 City of Peoria Engineering Standards, 2025 - Table 9-1
4 Gravity Sewer Engineering Design Standards, City of Buckeye, 2025 - Table 1
5 AAC Title 18, Chapter 9, 2025 - Table 1
6 Estimation of capita per sf from City North/Tempe Marketplace/oast industry experience
Retail: 0.0025 person/sf
Office: 1 person/200sf
Residential: 2.5 persons/unit
Hotel: 1.5 persons/unit
Restaurant: 0.01 employees/sf; 750 customers/day
Demand Factors - Water
Demand Factors - Wastewater
Page 1

Legacy Park - 200 +/- Acre Mixed Use Development
NEC Ellsworth Rd and Williams Field Rd
Valley Cities Comparison Charts
11/6/2025
Peaking Factor
Mesa1
2.5
Phoenix2
1.63
Peoria3
3.2
Buckeye4
2
ADEQ5
1.70
1 Engineering & Design Standards, 2023, City of Mesa - Table 4.3
2 Design Standards Manual for Water and Wastewater, City of Phoenix, 2021 - E.3 page19 - based on population
3 City of Peoria Engineering Standards, 2025 - Table 8-2
4 Gravity Sewer Engineering Design Standards, City of Buckeye, 2025 - Table 2
5 AAC Title 18, Chapter 9, 2025 - D.1.b.i, page 70 - based on population
Retail
Restaurant
Office
Hotel
MF
Mesa
250.00%
80.00%
100.00%
108.57%
88.31%
Phoenix
60.00%
60.00%
78.26%
75.00%
75.00%
Peoria
66.67%
66.67%
66.67%
60.00%
60.00%
Buckeye
384.62%
100.00%
76.92%
65.00%
85.11%
ADEQ
N/A
N/A
N/A
N/A
N/A
Peaking Factors
Water to Wastewater Factor
Page 2

Legacy Park - 200 +/- Acre Mixed Use Development
NEC Ellsworth Rd and Williams Field Rd
Valley Cities Comparison Analysis
11/6/2025
Min
Max
Average
Min
Max
Average
Retail
0.03
0.2
0.12
Retail
0.03
0.13
0.10
Restaurant
0.03
1.5
0.54
Restaurant
0.03
0.5
0.22
Office
0.03
0.4
0.17
Office
0.03
0.13
0.09
Hotel
200
350
237.50
Hotel
200
200
200.00
MF
154
240
207.25
MF
200
200
225.00
Retail
0.02
0.5
0.24
Retail
0.02
0.5
0.17
Restaurant
0.02
1.24
0.61
Restaurant
0.02
1.24
0.46
Office
0.02
0.4
0.14
Office
0.02
0.1
0.08
Hotel
45
380
165.00
Hotel
45
150
111.25
MF
120
200
167.20
MF
120
200
175.00
Retail
60.00%
384.62%
190.00%
Retail
60.00%
384.62%
170.00%
Restaurant
60.00%
100.00%
77.00%
Restaurant
60.00%
100.00%
76.00%
Office
66.67%
100.00%
80.00%
Office
66.67%
78.26%
74.00%
Hotel
60.00%
108.57%
77.00%
Hotel
60.00%
75.00%
67.00%
MF
60.00%
88.31%
77.00%
MF
60.00%
85.11%
73.00%
Peaking Factor
Peaking Factor
Value
1.63
3.20
2.2
Value
1.63
3.20
2.13
Retail (gpd/sf)
Restaurant (gpd/sf)
Office (gpd/sf)
Hotel (gpd/sf)
MF (gpd/sf)
Peaking Factor
Water
0.10
0.22
0.09
200.00
225.00
-
Wastewater
0.10
0.17
0.07
134.00
164.25
2.13
*Values determined from the "Factor Comparison (excluding Mesa)" table for average water flows. Wastewater flows were then 
reduced by the W to WW Factor % average value. The only exception is retail, which was manually reduced to 100%.
1 These values all contain data from ADEQ for a common average. The W to 
WW Factor % does not incorporate ADEQ, however, since there are no 
published water demand numbers.
1 These values all contain data from ADEQ for a common average. The W to WW Factor 
% does not incorporate ADEQ, however, since there are no published water demand 
numbers.
Factor Comparison (including Mesa)
W to WW Factor 
Wastewater1
Water
Factor Comparison (exluding Mesa)
Water
Wastewater1
W to WW Factor 
Proposed Water and Wastewater Demand Factors
Page 3

Legacy Park - 200 +/- Acre Mixed Use Development
NEC Ellsworth Rd and Williams Field Rd
Use by Area
11/6/2025
Legacy Park
Parcel
Retail (sf)
Restaurant (sf)
Office (sf)
Hotel (rooms)
MF (units)
Population1
1
721,354
3,607
2
637,283
3,186
3
467,834
2,339
4
271,706
1,359
5
290,763
1,454
6
257,004
1,285
7
276,062
1,380
8
246,114
1,231
9
346,847
1,734
10
4,760
2,040
74
238
11
61,530
26,370
696
2,421
12
151,690
65,010
1,679
13
600
900
14
150
225
15
100,000
250
16
17,500
7,500
337
1,036
17
334
835
18
411
1,028
19
469
1,173
27,360
Gateway Crossing - 75 Acre +/- Commercial Development - SEC Ellsworth Rd and Williams Field Rd
Parcel
Retail (sf)
Restaurant (sf)
Office (sf)
Hotel (rooms)
MF (units)
Population1
GC
177,350
29,150
212
1,344
1,344
1 Estimation of capita per sf from City North/Tempe Marketplace/past industry experience
Use
Factor
Unit
Retail
0.0025
persons/sf
Restaurant
0.02
persons/sf
Office 
0.005
persons/sf
Hotel
1.5
persons/room
MF
2.5
persons/unit
Use by Area/Units
Population Uses
Use by Area/Units
Page 4

Legacy Park - 200 +/- Acre Mixed Use Development
NEC Ellsworth Rd and Williams Field Rd
Potable Water Demands
11/6/2025
Legacy Park - Phase 1
Parcel
Retail
Restaurant
Office
Hotel Rms
MF Units
Retail
Restaurant
Office
Hotel
MF
ADD (GPD)
ADD (Ac-Ft/Yr)
10
4,760
2,040
0
0
74
476.00
448.80
0.00
0.00
16,650.00
17,574.80
19.69
11
61,530
26,370
0
0
696
6,153.00
5,801.40
0.00
0.00
156,600.00
168,554.40
188.82
12
151,690
65,010
0
0
0
15,169.00
14,302.20
0.00
0.00
0.00
29,471.20
33.01
13
0
0
0
600
0
0.00
0.00
0.00
120,000.00
0.00
120,000.00
134.43
15
100,000
0
0
0
0
10,000.00
0.00
0.00
0.00
0.00
10,000.00
11.2
345,600.40
387.15
Legacy Park - Phase 2
Parcel
Retail
Restaurant
Office
Hotel Rms
MF Units
Retail
Restaurant
Office
Hotel
MF
ADD (GPD)
ADD (Ac-Ft/Yr)
1
0
0
721,354
0
0
0.00
0.00
64,921.86
0.00
0.00
64,921.86
72.73
2
0
0
637,283
0
0
0.00
0.00
57,355.47
0.00
0.00
57,355.47
64.25
3
0
0
467,834
0
0
0.00
0.00
42,105.06
0.00
0.00
42,105.06
47.17
4
0
0
271,706
0
0
0.00
0.00
24,453.50
0.00
0.00
24,453.50
27.39
5
0
0
290,763
0
0
0.00
0.00
26,168.67
0.00
0.00
26,168.67
29.31
6
0
0
257,004
0
0
0.00
0.00
23,130.36
0.00
0.00
23,130.36
25.91
7
0
0
276,062
0
0
0.00
0.00
24,845.54
0.00
0.00
24,845.54
27.83
8
0
0
246,114
0
0
0.00
0.00
22,150.26
0.00
0.00
22,150.26
24.81
9
0
0
346,847
0
0
0.00
0.00
31,216.19
0.00
0.00
31,216.19
34.97
14
0
0
0
150
0
0.00
0.00
0.00
30,000.00
0.00
30,000.00
33.61
16
17,500
7,500
0
0
337
1,750.00
1,650.00
0.00
0.00
75,825.00
79,225.00
88.75
17
0
0
0
0
334
0.00
0.00
0.00
0.00
75,150.00
75,150.00
84.18
18
0
0
0
0
411
0.00
0.00
0.00
0.00
92,475.00
92,475.00
103.59
19
0
0
0
0
469
0.00
0.00
0.00
0.00
105,525.00
105,525.00
118.21
698,721.90
782.71
Gateway Crossing (not a part of Legacy Park - retail center by Vestar south of Williams Field Road)
Parcel
Retail
Restaurant
Office
Hotel Rms
MF Units
Retail
Restaurant
Office
Hotel
MF
ADD (GPD)
ADD (Ac-Ft/Yr)
GC
177,350
29,150
0
212
0
17,735.00
6,413.00
0.00
42,400.00
0.00
66,548.00
74.55
66,548.00
74.55
Legacy Park Subtotal:
1,169.86
Gateway Crossing Subtotal:
74.55
Grand Total
1,244.41
Uses by square foot / units
Flow (GPD)
Uses by square foot / units
Flow (GPD)
Uses by square foot / units
Flow (GPD)
Page 5

Legacy Park - 200 +/- Acre Mixed Use Development
NEC Ellsworth Rd and Williams Field Rd
Wastewater Use Analysis
11/6/2025
Legacy Park - Phase 1
Parcel
Retail
Restaurant
Office
Hotel Rms
MF Units
Retail
Restaurant
Office
Hotel
MF
Total (GPD)
Peak (GPD)
10
4,760
2,040
0
0
74
476.00
346.80
0.00
0.00
12,154.50
12,977.30
27,641.65
11
61,530
26,370
0
0
696
6,153.00
4,482.90
0.00
0.00
114,318.00
124,953.90
266,151.81
12
151,690
65,010
0
0
0
15,169.00
11,051.70
0.00
0.00
0.00
26,220.70
55,850.09
13
0
0
0
600
0
0.00
0.00
0.00
80,400.00
0.00
80,400.00
171,252.00
15
100,000
0
0
0
0
10,000.00
0.00
0.00
0.00
0.00
10,000.00
21,300.00
254,551.90
542,195.55
Legacy Park - Phase 2
Parcel
Retail
Restaurant
Office
Hotel Rms
MF Units
Retail
Restaurant
Office
Hotel
MF
Total (GPD)
Peak (GPD)
1
0
0
721,354
0
0
0.00
0.00
50,494.78
0.00
0.00
50,494.78
107,553.88
2
0
0
637,283
0
0
0.00
0.00
44,609.81
0.00
0.00
44,609.81
95,018.90
3
0
0
467,834
0
0
0.00
0.00
32,748.38
0.00
0.00
32,748.38
69,754.05
4
0
0
271,706
0
0
0.00
0.00
19,019.39
0.00
0.00
19,019.39
40,511.29
5
0
0
290,763
0
0
0.00
0.00
20,353.41
0.00
0.00
20,353.41
43,352.76
6
0
0
257,004
0
0
0.00
0.00
17,990.28
0.00
0.00
17,990.28
38,319.30
7
0
0
276,062
0
0
0.00
0.00
19,324.31
0.00
0.00
19,324.31
41,160.77
8
0
0
246,114
0
0
0.00
0.00
17,227.98
0.00
0.00
17,227.98
36,695.60
9
0
0
346,847
0
0
0.00
0.00
24,279.26
0.00
0.00
24,279.26
51,714.81
14
0
0
0
150
0
0.00
0.00
0.00
20,100.00
0.00
20,100.00
42,813.00
16
17,500
7,500
0
0
337
1,750.00
1,275.00
0.00
0.00
55,352.25
58,377.25
124,343.54
17
0
0
0
0
334
0.00
0.00
0.00
0.00
54,859.50
54,859.50
116,850.74
18
0
0
0
0
411
0.00
0.00
0.00
0.00
67,506.75
67,506.75
143,789.38
19
0
0
0
0
469
0.00
0.00
0.00
0.00
77,033.25
77,033.25
164,080.82
523,924.34
1,115,958.83
Gateway Crossing (not a part of Legacy Park - retail center by Vestar south of Williams Field Road)
Parcel
Retail
Restaurant
Office
Hotel Rms
MF Units
Retail
Restaurant
Office
Hotel
MF
Total (GPD)
Peak (GPD)
GC
177,350
29,150
0
212
0
17,735.00
4,955.50
0.00
28,408.00
0.00
51,098.50
108,839.81
51,098.50
108,839.81
Legacy Park Subtotal:
1,658,154.38
Gateway Crossing Subtotal:
108,839.81
Grand Total
1,766,994.19
Uses by square foot / units
Flow (GPD)
Uses by square foot / units
Flow (GPD)
Uses by square foot / units
Flow (GPD)
Page 6

Legacy Park - 200 +/- Acre Mixed Use Development
NEC Ellsworth Rd and Williams Field Rd
Wastewater Use Analysis - ADEQ Only
11/6/2025
Legacy Park - Phase 1
Parcel
Retail
Restaurant
Office
Hotel Rms
MF Units
Retail
Restaurant
Office
Hotel
MF
Total (GPD)
Peak (GPD)
10
4,760
2,040
0
0
74
476.00
2,529.60
0.00
0.00
14,800.00
17,805.60
30,258.59
11
61,530
26,370
0
0
696
6,153.00
32,698.80
0.00
0.00
139,200.00
178,051.80
302,578.73
12
151,690
65,010
0
0
0
15,169.00
80,612.40
0.00
0.00
0.00
95,781.40
162,769.56
13
0
0
0
600
0
0.00
0.00
0.00
27,000.00
0.00
27,000.00
45,883.42
15
100,000
0
0
0
0
10,000.00
0.00
0.00
0.00
0.00
10,000.00
16,993.86
328,638.80
558,484.16
Legacy Park - Phase 2
Parcel
Retail
Restaurant
Office
Hotel Rms
MF Units
Retail
Restaurant
Office
Hotel
MF
Total (GPD)
Peak (GPD)
1
0
0
721,354
0
0
0.00
0.00
72,135.40
0.00
0.00
72,135.40
122,585.88
2
0
0
637,283
0
0
0.00
0.00
63,728.30
0.00
0.00
63,728.30
108,298.98
3
0
0
467,834
0
0
0.00
0.00
46,783.40
0.00
0.00
46,783.40
79,503.05
4
0
0
271,706
0
0
0.00
0.00
27,170.55
0.00
0.00
27,170.55
46,173.25
5
0
0
290,763
0
0
0.00
0.00
29,076.30
0.00
0.00
29,076.30
49,411.86
6
0
0
257,004
0
0
0.00
0.00
25,700.40
0.00
0.00
25,700.40
43,674.90
7
0
0
276,062
0
0
0.00
0.00
27,606.15
0.00
0.00
27,606.15
46,913.50
8
0
0
246,114
0
0
0.00
0.00
24,611.40
0.00
0.00
24,611.40
41,824.27
9
0
0
346,847
0
0
0.00
0.00
34,684.65
0.00
0.00
34,684.65
58,942.61
14
0
0
0
150
0
0.00
0.00
0.00
6,750.00
0.00
6,750.00
11,470.86
16
17,500
7,500
0
0
337
1,750.00
9,300.00
0.00
0.00
67,400.00
78,450.00
133,316.83
17
0
0
0
0
334
0.00
0.00
0.00
0.00
66,800.00
66,800.00
113,518.98
18
0
0
0
0
411
0.00
0.00
0.00
0.00
82,200.00
82,200.00
139,689.52
19
0
0
0
0
469
0.00
0.00
0.00
0.00
93,800.00
93,800.00
159,402.40
679,496.55
1,154,726.89
Gateway Crossing (not a part of Legacy Park - retail center by Vestar south of Williams Field Road)
Parcel
Retail
Restaurant
Office
Hotel Rms
MF Units
Retail
Restaurant
Office
Hotel
MF
Total (GPD)
Peak (GPD)
GC
177,350
29,150
0
212
0
17,735.00
36,146.00
0.00
9,540.00
0.00
63,421.00
107,776.76
63,421.00
107,776.76
Legacy Park Subtotal:
1,713,211.05
Gateway Crossing Subtotal:
107,776.76
Grand Total
1,820,987.81
Uses by square foot / units
Flow (GPD)
Uses by square foot / units
Flow (GPD)
Uses by square foot / units
Flow (GPD)
Page 7

APPENDIX B 
Parks and Rec Liner Material

Aqua 30 
30mil Reinforced Polyethylene 
DATA SHEET 
Heavyweight fabric incorporating a special weave pattern to enhance thickness, flatness, and 
tear properties.  The coating recipe is designed to improve abrasion resistance. For use in 
geomembrane applications such as soil remediation, pond lining, canal lining, landfill covers, etc. 
FABRIC SPECIFICATIONS 
WEAVE 
Woven black HDPE scrim 
COATING 
3.0 mil average each side  
COLOR 
Black   
WEIGHT 
13.4 oz/yd2 (454 g/m2) +/- 5% 
THICKNESS 
Nominal 30 mil (0.75 mm) +/- 10% ASTM D1777 
GRAB TENSILE 
Warp  375 lb   
Weft  315 lb   
ASTM D751 
TOUNGE TEAR 
Warp 55 lb 
Weft  55 lb  
ASTM D751 
TRAPEZOIDAL TEAR 
Warp 100 lb  
Weft 90 lb  
ASTM D4533-04 
MULLEN BURST 
720 psi  
ASTM D751 
HYDROSTATIC 
RESISTANCE 
610 psi  
ASTM D751-00 
PERMEABILITY 
<1.3 x 10-9 cm/sec 
ASTM D4491-99a 
PUNCTURE RESISTANCE 
INDEX 
225 lb  
ASTM D4833-00 
ACCELERATED UV 
WEATHERING1
>90% strength retention after
2000 hours exposure @0.77 W/m2/nm or 
1200 hours exposure @ 1.35 W/m2/nm  
ASTM G150-00 
ASTM G154-04 
1Q.U.V [A-340 Lamps]:  8 hrs UV @ 60°C; 4 hrs condensation @ 50°C 
These values are typical data and are not intended as limiting specifications. 
Western Environmental Liner, A Division of Western AG Enterprises
Over 30 years of quality containment, liner and cover manufacturing and installation.
www.westernliner.com l 8121 W Harrison St Tolleson, AZ 85353 l 1 800 347-8274 l info@westernliner.com

APPENDIX C 
Hydraulic Modeling

Peak Hour
Demand 
(Base)
(gpm)
Associated 
Element
Label
135.25
J-17
CU-1
119.49
J-18
CU-2
87.72
J-20
CU-3
50.95
J-21
CU-4
54.52
J-23
CU-5
48.19
J-26
CU-6
51.76
J-29
CU-7
46.15
J-30
CU-8
65.03
J-32
CU-9
36.61
J-35
CU-10
351.15
J-36
CU-11
61.40
J-40
CU-12
250.00
J-25
CU-13
62.50
J-51
CU-14
20.83
J-43
CU-15
165.05
J-45
CU-16
156.56
J-49
CU-17
192.66
J-48
CU-18
219.84
J-46
CU-19

Peak Hour
Pressure
(psi)
Hydraulic Grade
(ft)
Demand
(gpm)
Elevation
(ft)
Label
77.5
273.13
0
93.90
J-1
77.7
273.13
0
93.60
J-2
78.4
273.05
0
91.90
J-3
78.4
273.04
0
91.90
J-4
79.2
273.00
0
90.00
J-5
79.3
272.99
0
89.60
J-6
79.8
272.96
0
88.60
J-7
79.6
272.93
0
89.00
J-8
79.7
272.91
0
88.70
J-9
80.3
272.89
0
87.30
J-10
81.1
272.86
0
85.30
J-11
81.7
272.83
0
84.00
J-12
81.7
272.82
0
84.00
J-13
81.7
272.82
0
84.00
J-14
81.0
272.66
0
85.40
J-15
80.5
272.40
0
86.40
J-16
81.5
272.30
135
84.00
J-17
79.8
272.24
119
87.90
J-18
77.4
272.20
0
93.30
J-19
78.1
272.19
88
91.70
J-20
77.8
272.19
51
92.40
J-21
76.7
272.20
0
95.00
J-22
77.2
272.20
55
93.70
J-23
77.1
272.20
0
94.00
J-24
76.6
272.22
250
95.10
J-25
76.8
272.24
48
94.70
J-26
76.9
272.25
0
94.50
J-27
77.2
272.38
0
94.00
J-28
77.8
272.47
52
92.60
J-29
78.1
272.60
46
92.10
J-30
77.9
272.76
0
92.80
J-31
78.2
272.87
65
92.10
J-32
77.5
273.04
0
94.00
J-33
77.5
273.06
0
93.90
J-34
77.8
273.02
37
93.20
J-35
78.3
273.00
351
92.10
J-36
78.4
273.01
0
91.90
J-37
78.4
272.99
0
91.80
J-38
79.2
272.96
0
90.00
J-39
79.8
272.92
61
88.40
J-40
79.6
272.91
0
89.00
J-41
79.7
272.86
0
88.60
J-42
80.2
272.80
21
87.40
J-43
81.1
272.74
0
85.40
J-44
81.4
272.75
165
84.50
J-45
77.8
272.19
220
92.30
J-46
79.8
272.20
0
87.80
J-47
79.1
272.22
193
89.50
J-48
79.2
272.43
157
89.40
J-49
80.3
272.60
0
87.00
J-50
80.2
272.59
62
87.30
J-51
78.7
272.60
0
90.60
J-52

Peak Hour
Pressure
(psi)
Hydraulic Grade
(ft)
Demand
(gpm)
Elevation
(ft)
Label
77.9
272.61
0
92.60
J-53
79.0
272.79
0
90.30
J-54
78.3
272.79
0
91.80
J-55
78.3
272.81
0
91.90
J-56
78.5
272.83
0
91.50
J-57
79.0
272.94
0
90.40
J-58
77.8
272.45
0
92.60
J-59

Peak Hour
Headloss 
Gradient
(ft/ft)
Velocity
(ft/s)
Flow
(gpm)
Hazen-Williams 
C
Diameter
(in)
Stop 
Node
Start 
Node
Length 
(Scaled)
(ft)
Label
0.000
0.06
2,176
130.0
120.0
PMP-1
R-1
29
P-1
0.000
0.06
2,176
130.0
120.0
J-2
PMP-1
25
P-2
0.000
0.00
0
130.0
6.0
Flow 
Hydrant
J-2
26
P-3
0.000
0.00
0
130.0
6.0
Residual 
Hydrant
J-4
15
P-4
0.000
0.63
-885
130.0
24.0
J-12
J-13
101
P-5
0.000
0.63
-885
130.0
24.0
J-11
J-12
443
P-6
0.000
0.63
-885
130.0
24.0
J-10
J-11
452
P-7
0.000
0.63
-885
130.0
24.0
J-9
J-10
321
P-8
0.000
0.63
-885
130.0
24.0
J-8
J-9
163
P-9
0.000
0.78
-1,106
130.0
24.0
J-7
J-8
298
P-10
0.000
0.78
-1,106
130.0
24.0
J-6
J-7
306
P-11
0.000
0.78
-1,106
130.0
24.0
J-5
J-6
122
P-12
0.000
0.78
-1,106
130.0
24.0
J-4
J-5
392
P-13
0.000
0.78
-1,106
130.0
24.0
J-3
J-4
69
P-14
0.000
1.09
-1,530
130.0
24.0
J-2
J-3
443
P-15
0.000
0.46
645
130.0
24.0
J-1
J-2
59
P-16
0.000
1.41
885
130.0
16.0
J-14
J-13
14
P-17
0.000
1.01
631
130.0
16.0
J-15
J-14
576
P-18
0.000
0.69
432
130.0
16.0
J-16
J-15
2,021
P-19
0.000
0.63
221
130.0
12.0
J-41
J-8
76
P-20
0.001
1.20
424
130.0
12.0
J-37
J-3
82
P-21
0.001
1.83
645
130.0
12.0
J-34
J-1
67
P-22
0.000
0.72
254
130.0
12.0
J-45
J-14
336
P-23
0.000
0.25
89
130.0
12.0
J-44
J-45
199
P-24
0.000
0.57
-202
130.0
12.0
J-43
J-44
464
P-25
0.000
0.63
-223
130.0
12.0
J-42
J-43
332
P-26
0.000
0.91
-321
130.0
12.0
J-41
J-42
186
P-27
0.000
0.28
-100
130.0
12.0
J-40
J-41
282
P-28
0.000
0.46
-162
130.0
12.0
J-39
J-40
409
P-29
0.000
0.46
-162
130.0
12.0
J-38
J-39
346
P-30
0.000
0.76
-267
130.0
12.0
J-37
J-38
81
P-31
0.000
0.45
157
130.0
12.0
J-36
J-37
90
P-32
0.000
0.55
-194
130.0
12.0
J-35
J-36
194
P-33
0.000
0.65
-231
130.0
12.0
J-34
J-35
198
P-34
0.000
1.18
415
130.0
12.0
J-33
J-34
33
P-35
0.000
1.18
415
130.0
12.0
J-32
J-33
336
P-36
0.000
0.99
350
130.0
12.0
J-31
J-32
322
P-37
0.001
1.19
418
130.0
12.0
J-30
J-31
314
P-38
0.000
1.06
372
130.0
12.0
J-29
J-30
306
P-39
0.000
0.91
321
130.0
12.0
J-28
J-29
292
P-40
0.001
1.19
420
130.0
12.0
J-27
J-28
257
P-41
0.001
1.19
420
130.0
12.0
J-26
J-27
29
P-42
0.000
1.05
372
130.0
12.0
J-25
J-26
58
P-43
0.000
0.35
122
130.0
12.0
J-24
J-25
264
P-44
0.000
0.35
122
130.0
12.0
J-23
J-24
43
P-45
0.000
0.19
67
130.0
12.0
J-22
J-23
307
P-46
0.000
0.19
67
130.0
12.0
J-21
J-22
296
P-47
0.000
0.05
16
130.0
12.0
J-20
J-21
397
P-48
0.000
0.20
-71
130.0
12.0
J-19
J-20
487
P-49
0.000
0.50
-177
130.0
12.0
J-18
J-19
388
P-50

Peak Hour
Headloss 
Gradient
(ft/ft)
Velocity
(ft/s)
Flow
(gpm)
Hazen-Williams 
C
Diameter
(in)
Stop 
Node
Start 
Node
Length 
(Scaled)
(ft)
Label
0.000
0.84
-297
130.0
12.0
J-17
J-18
215
P-51
0.001
1.23
-432
130.0
12.0
J-16
J-17
187
P-52
0.000
0.56
199
130.0
12.0
J-50
J-15
532
P-53
0.000
0.83
291
130.0
12.0
J-50
J-44
575
P-54
0.001
1.31
463
130.0
12.0
J-49
J-50
266
P-55
0.000
0.87
307
130.0
12.0
J-48
J-49
751
P-56
0.000
0.32
114
130.0
12.0
J-47
J-48
411
P-57
0.000
0.32
114
130.0
12.0
J-46
J-47
208
P-58
0.000
0.30
-106
130.0
12.0
J-19
J-46
182
P-59
0.000
0.17
27
130.0
8.0
J-51
J-50
274
P-60
0.000
0.23
-35
130.0
8.0
J-52
J-51
280
P-61
0.000
0.23
-35
130.0
8.0
J-53
J-52
324
P-62
0.000
0.86
-135
130.0
8.0
J-54
J-53
392
P-63
0.000
0.63
-98
130.0
8.0
J-42
J-54
281
P-64
0.000
0.63
99
130.0
8.0
J-59
J-53
639
P-65
0.000
0.63
99
130.0
8.0
J-28
J-59
254
P-66
0.000
0.23
-36
130.0
8.0
J-55
J-54
210
P-67
0.000
0.23
-36
130.0
8.0
J-56
J-55
405
P-68
0.000
0.23
-36
130.0
8.0
J-57
J-56
440
P-69
0.000
0.67
-105
130.0
8.0
J-58
J-57
407
P-70
0.000
0.67
-105
130.0
8.0
J-38
J-58
164
P-71
0.000
0.44
69
130.0
8.0
J-31
J-57
550
P-72

Max Day + Fire Flow
Demand 
(Base)
(gpm)
Associated 
Element
Label
90.17
J-17
CU-1
79.66
J-18
CU-2
58.48
J-20
CU-3
33.96
J-21
CU-4
36.35
J-23
CU-5
32.13
J-26
CU-6
34.51
J-29
CU-7
30.76
J-30
CU-8
43.36
J-32
CU-9
24.41
J-35
CU-10
234.10
J-36
CU-11
40.93
J-40
CU-12
166.67
J-25
CU-13
41.67
J-51
CU-14
13.89
J-43
CU-15
110.03
J-45
CU-16
104.38
J-49
CU-17
128.44
J-48
CU-18
146.56
J-46
CU-19

Max Day + Fire Flow
Pressure
(psi)
Hydraulic Grade
(ft)
Demand
(gpm)
Elevation
(ft)
Label
61.5
236.07
0
93.90
J-1
61.6
236.09
0
93.60
J-2
62.2
235.67
0
91.90
J-3
62.2
235.63
0
91.90
J-4
62.9
235.40
0
90.00
J-5
63.1
235.33
0
89.60
J-6
63.4
235.16
0
88.60
J-7
63.2
234.99
0
89.00
J-8
63.3
234.93
0
88.70
J-9
63.8
234.80
0
87.30
J-10
64.6
234.63
0
85.30
J-11
65.1
234.47
0
84.00
J-12
65.1
234.43
0
84.00
J-13
65.1
234.39
0
84.00
J-14
64.0
233.43
0
85.40
J-15
62.9
231.72
0
86.40
J-16
63.6
231.07
90
84.00
J-17
61.7
230.44
80
87.90
J-18
58.9
229.44
0
93.30
J-19
58.2
226.30
58
91.70
J-20
56.9
223.90
34
92.40
J-21
55.0
222.19
1,000
95.00
J-22
55.5
221.92
36
93.70
J-23
55.3
221.88
1,000
94.00
J-24
54.9
222.05
167
95.10
J-25
55.1
222.12
32
94.70
J-26
55.2
222.15
1,000
94.50
J-27
56.2
223.84
0
94.00
J-28
57.8
226.21
35
92.60
J-29
59.1
228.79
31
92.10
J-30
60.0
231.51
0
92.80
J-31
61.1
233.35
43
92.10
J-32
61.2
235.37
0
94.00
J-33
61.3
235.56
0
93.90
J-34
61.6
235.53
24
93.20
J-35
62.0
235.51
234
92.10
J-36
62.1
235.51
0
91.90
J-37
62.1
235.37
0
91.80
J-38
62.8
235.21
0
90.00
J-39
63.4
235.02
41
88.40
J-40
63.1
234.92
0
89.00
J-41
63.1
234.51
0
88.60
J-42
63.6
234.32
14
87.40
J-43
64.3
234.06
0
85.40
J-44
64.7
234.15
110
84.50
J-45
59.4
229.64
147
92.30
J-46
61.5
229.99
0
87.80
J-47
61.1
230.67
128
89.50
J-48
61.8
232.31
104
89.40
J-49
63.2
233.02
0
87.00
J-50
62.8
232.36
42
87.30
J-51
61.1
231.83
0
90.60
J-52

Max Day + Fire Flow
Pressure
(psi)
Hydraulic Grade
(ft)
Demand
(gpm)
Elevation
(ft)
Label
60.0
231.23
0
92.60
J-53
61.8
233.23
0
90.30
J-54
61.2
233.24
0
91.80
J-55
61.2
233.25
0
91.90
J-56
61.3
233.26
0
91.50
J-57
62.5
234.76
0
90.40
J-58
56.7
223.59
1,000
92.60
J-59

Max Day + Fire Flow
Headloss 
Gradient
(ft/ft)
Velocity
(ft/s)
Flow
(gpm)
Hazen-Williams 
C
Diameter
(in)
Stop 
Node
Start 
Node
Length 
(Scaled)
(ft)
Label
0.000
0.15
5,450
130.0
120.0
PMP-1
R-1
29
P-1
0.000
0.15
5,450
130.0
120.0
J-2
PMP-1
25
P-2
0.000
0.00
0
130.0
6.0
Flow 
Hydrant
J-2
26
P-3
0.000
0.00
0
130.0
6.0
Residual 
Hydrant
J-4
15
P-4
0.000
1.57
-2,209
130.0
24.0
J-12
J-13
101
P-5
0.000
1.57
-2,209
130.0
24.0
J-11
J-12
443
P-6
0.000
1.57
-2,209
130.0
24.0
J-10
J-11
452
P-7
0.000
1.57
-2,209
130.0
24.0
J-9
J-10
321
P-8
0.000
1.57
-2,209
130.0
24.0
J-8
J-9
163
P-9
0.001
1.97
-2,778
130.0
24.0
J-7
J-8
298
P-10
0.001
1.97
-2,778
130.0
24.0
J-6
J-7
306
P-11
0.001
1.97
-2,778
130.0
24.0
J-5
J-6
122
P-12
0.001
1.97
-2,778
130.0
24.0
J-4
J-5
392
P-13
0.001
1.97
-2,778
130.0
24.0
J-3
J-4
69
P-14
0.001
2.58
-3,638
130.0
24.0
J-2
J-3
443
P-15
0.000
1.29
1,812
130.0
24.0
J-1
J-2
59
P-16
0.003
3.53
2,209
130.0
16.0
J-14
J-13
14
P-17
0.002
2.72
1,704
130.0
16.0
J-15
J-14
576
P-18
0.001
1.88
1,178
130.0
16.0
J-16
J-15
2,021
P-19
0.001
1.61
569
130.0
12.0
J-41
J-8
76
P-20
0.002
2.44
860
130.0
12.0
J-37
J-3
82
P-21
0.008
5.14
1,812
130.0
12.0
J-34
J-1
67
P-22
0.001
1.43
506
130.0
12.0
J-45
J-14
336
P-23
0.000
1.12
395
130.0
12.0
J-44
J-45
199
P-24
0.001
1.25
-440
130.0
12.0
J-43
J-44
464
P-25
0.001
1.29
-454
130.0
12.0
J-42
J-43
332
P-26
0.002
2.62
-925
130.0
12.0
J-41
J-42
186
P-27
0.000
1.01
-356
130.0
12.0
J-40
J-41
282
P-28
0.000
1.13
-397
130.0
12.0
J-39
J-40
409
P-29
0.000
1.13
-397
130.0
12.0
J-38
J-39
346
P-30
0.002
2.32
-818
130.0
12.0
J-37
J-38
81
P-31
0.000
0.12
41
130.0
12.0
J-36
J-37
90
P-32
0.000
0.55
-193
130.0
12.0
J-35
J-36
194
P-33
0.000
0.62
-217
130.0
12.0
J-34
J-35
198
P-34
0.006
4.53
1,595
130.0
12.0
J-33
J-34
33
P-35
0.006
4.53
1,595
130.0
12.0
J-32
J-33
336
P-36
0.006
4.40
1,552
130.0
12.0
J-31
J-32
322
P-37
0.009
5.51
1,942
130.0
12.0
J-30
J-31
314
P-38
0.008
5.42
1,911
130.0
12.0
J-29
J-30
306
P-39
0.008
5.32
1,877
130.0
12.0
J-28
J-29
292
P-40
0.007
4.74
1,672
130.0
12.0
J-27
J-28
257
P-41
0.001
1.91
672
130.0
12.0
J-26
J-27
29
P-42
0.001
1.81
640
130.0
12.0
J-25
J-26
58
P-43
0.001
1.34
473
130.0
12.0
J-24
J-25
264
P-44
0.001
1.49
-527
130.0
12.0
J-23
J-24
43
P-45
0.001
1.60
-563
130.0
12.0
J-22
J-23
307
P-46
0.006
4.43
-1,563
130.0
12.0
J-21
J-22
296
P-47
0.006
4.53
-1,597
130.0
12.0
J-20
J-21
397
P-48
0.006
4.70
-1,656
130.0
12.0
J-19
J-20
487
P-49
0.003
2.86
-1,008
130.0
12.0
J-18
J-19
388
P-50

Max Day + Fire Flow
Headloss 
Gradient
(ft/ft)
Velocity
(ft/s)
Flow
(gpm)
Hazen-Williams 
C
Diameter
(in)
Stop 
Node
Start 
Node
Length 
(Scaled)
(ft)
Label
0.003
3.09
-1,088
130.0
12.0
J-17
J-18
215
P-51
0.003
3.34
-1,178
130.0
12.0
J-16
J-17
187
P-52
0.001
1.49
526
130.0
12.0
J-50
J-15
532
P-53
0.002
2.37
835
130.0
12.0
J-50
J-44
575
P-54
0.003
2.91
1,027
130.0
12.0
J-49
J-50
266
P-55
0.002
2.62
923
130.0
12.0
J-48
J-49
751
P-56
0.002
2.25
794
130.0
12.0
J-47
J-48
411
P-57
0.002
2.25
794
130.0
12.0
J-46
J-47
208
P-58
0.001
1.84
648
130.0
12.0
J-19
J-46
182
P-59
0.002
2.13
334
130.0
8.0
J-51
J-50
274
P-60
0.002
1.87
292
130.0
8.0
J-52
J-51
280
P-61
0.002
1.87
292
130.0
8.0
J-53
J-52
324
P-62
0.005
3.21
-503
130.0
8.0
J-54
J-53
392
P-63
0.005
3.01
-472
130.0
8.0
J-42
J-54
281
P-64
0.012
5.08
795
130.0
8.0
J-59
J-53
639
P-65
0.001
1.31
-205
130.0
8.0
J-28
J-59
254
P-66
0.000
0.20
-31
130.0
8.0
J-55
J-54
210
P-67
0.000
0.20
-31
130.0
8.0
J-56
J-55
405
P-68
0.000
0.20
-31
130.0
8.0
J-57
J-56
440
P-69
0.004
2.69
-421
130.0
8.0
J-58
J-57
407
P-70
0.004
2.69
-421
130.0
8.0
J-38
J-58
164
P-71
0.003
2.49
390
130.0
8.0
J-31
J-57
550
P-72

Max Day + Fire Flow
Demand 
(Base)
(gpm)
Associated 
Element
Label
90.17
J-17
CU-1
79.66
J-18
CU-2
58.48
J-20
CU-3
33.96
J-21
CU-4
36.35
J-23
CU-5
32.13
J-26
CU-6
34.51
J-29
CU-7
30.76
J-30
CU-8
43.36
J-32
CU-9
24.41
J-35
CU-10
234.10
J-36
CU-11
40.93
J-40
CU-12
166.67
J-25
CU-13
41.67
J-51
CU-14
13.89
J-43
CU-15
110.03
J-45
CU-16
104.38
J-49
CU-17
128.44
J-48
CU-18
146.56
J-46
CU-19

Max Day + Fire Flow
Pressure
(psi)
Hydraulic Grade
(ft)
Demand
(gpm)
Elevation
(ft)
Label
61.5
236.07
0
93.90
J-1
61.6
236.09
0
93.60
J-2
62.2
235.67
0
91.90
J-3
62.2
235.63
0
91.90
J-4
62.9
235.40
0
90.00
J-5
63.1
235.33
0
89.60
J-6
63.4
235.16
0
88.60
J-7
63.2
234.99
0
89.00
J-8
63.3
234.93
0
88.70
J-9
63.8
234.80
0
87.30
J-10
64.6
234.63
0
85.30
J-11
65.1
234.47
0
84.00
J-12
65.1
234.43
0
84.00
J-13
65.1
234.39
0
84.00
J-14
64.0
233.43
0
85.40
J-15
62.9
231.72
0
86.40
J-16
63.6
231.07
90
84.00
J-17
61.7
230.44
80
87.90
J-18
58.9
229.44
0
93.30
J-19
58.2
226.30
58
91.70
J-20
56.9
223.90
34
92.40
J-21
55.0
222.19
1,000
95.00
J-22
55.5
221.92
36
93.70
J-23
55.3
221.88
1,000
94.00
J-24
54.9
222.05
167
95.10
J-25
55.1
222.12
32
94.70
J-26
55.2
222.15
1,000
94.50
J-27
56.2
223.84
0
94.00
J-28
57.8
226.21
35
92.60
J-29
59.1
228.79
31
92.10
J-30
60.0
231.51
0
92.80
J-31
61.1
233.35
43
92.10
J-32
61.2
235.37
0
94.00
J-33
61.3
235.56
0
93.90
J-34
61.6
235.53
24
93.20
J-35
62.0
235.51
234
92.10
J-36
62.1
235.51
0
91.90
J-37
62.1
235.37
0
91.80
J-38
62.8
235.21
0
90.00
J-39
63.4
235.02
41
88.40
J-40
63.1
234.92
0
89.00
J-41
63.1
234.51
0
88.60
J-42
63.6
234.32
14
87.40
J-43
64.3
234.06
0
85.40
J-44
64.7
234.15
110
84.50
J-45
59.4
229.64
147
92.30
J-46
61.5
229.99
0
87.80
J-47
61.1
230.67
128
89.50
J-48
61.8
232.31
104
89.40
J-49
63.2
233.02
0
87.00
J-50
62.8
232.36
42
87.30
J-51
61.1
231.83
0
90.60
J-52

Max Day + Fire Flow
Pressure
(psi)
Hydraulic Grade
(ft)
Demand
(gpm)
Elevation
(ft)
Label
60.0
231.23
0
92.60
J-53
61.8
233.23
0
90.30
J-54
61.2
233.24
0
91.80
J-55
61.2
233.25
0
91.90
J-56
61.3
233.26
0
91.50
J-57
62.5
234.76
0
90.40
J-58
56.7
223.59
1,000
92.60
J-59

Max Day + Fire Flow
Headloss 
Gradient
(ft/ft)
Velocity
(ft/s)
Flow
(gpm)
Hazen-Williams 
C
Diameter
(in)
Stop 
Node
Start 
Node
Length 
(Scaled)
(ft)
Label
0.000
0.15
5,450
130.0
120.0
PMP-1
R-1
29
P-1
0.000
0.15
5,450
130.0
120.0
J-2
PMP-1
25
P-2
0.000
0.00
0
130.0
6.0
Flow 
Hydrant
J-2
26
P-3
0.000
0.00
0
130.0
6.0
Residual 
Hydrant
J-4
15
P-4
0.000
1.57
-2,209
130.0
24.0
J-12
J-13
101
P-5
0.000
1.57
-2,209
130.0
24.0
J-11
J-12
443
P-6
0.000
1.57
-2,209
130.0
24.0
J-10
J-11
452
P-7
0.000
1.57
-2,209
130.0
24.0
J-9
J-10
321
P-8
0.000
1.57
-2,209
130.0
24.0
J-8
J-9
163
P-9
0.001
1.97
-2,778
130.0
24.0
J-7
J-8
298
P-10
0.001
1.97
-2,778
130.0
24.0
J-6
J-7
306
P-11
0.001
1.97
-2,778
130.0
24.0
J-5
J-6
122
P-12
0.001
1.97
-2,778
130.0
24.0
J-4
J-5
392
P-13
0.001
1.97
-2,778
130.0
24.0
J-3
J-4
69
P-14
0.001
2.58
-3,638
130.0
24.0
J-2
J-3
443
P-15
0.000
1.29
1,812
130.0
24.0
J-1
J-2
59
P-16
0.003
3.53
2,209
130.0
16.0
J-14
J-13
14
P-17
0.002
2.72
1,704
130.0
16.0
J-15
J-14
576
P-18
0.001
1.88
1,178
130.0
16.0
J-16
J-15
2,021
P-19
0.001
1.61
569
130.0
12.0
J-41
J-8
76
P-20
0.002
2.44
860
130.0
12.0
J-37
J-3
82
P-21
0.008
5.14
1,812
130.0
12.0
J-34
J-1
67
P-22
0.001
1.43
506
130.0
12.0
J-45
J-14
336
P-23
0.000
1.12
395
130.0
12.0
J-44
J-45
199
P-24
0.001
1.25
-440
130.0
12.0
J-43
J-44
464
P-25
0.001
1.29
-454
130.0
12.0
J-42
J-43
332
P-26
0.002
2.62
-925
130.0
12.0
J-41
J-42
186
P-27
0.000
1.01
-356
130.0
12.0
J-40
J-41
282
P-28
0.000
1.13
-397
130.0
12.0
J-39
J-40
409
P-29
0.000
1.13
-397
130.0
12.0
J-38
J-39
346
P-30
0.002
2.32
-818
130.0
12.0
J-37
J-38
81
P-31
0.000
0.12
41
130.0
12.0
J-36
J-37
90
P-32
0.000
0.55
-193
130.0
12.0
J-35
J-36
194
P-33
0.000
0.62
-217
130.0
12.0
J-34
J-35
198
P-34
0.006
4.53
1,595
130.0
12.0
J-33
J-34
33
P-35
0.006
4.53
1,595
130.0
12.0
J-32
J-33
336
P-36
0.006
4.40
1,552
130.0
12.0
J-31
J-32
322
P-37
0.009
5.51
1,942
130.0
12.0
J-30
J-31
314
P-38
0.008
5.42
1,911
130.0
12.0
J-29
J-30
306
P-39
0.008
5.32
1,877
130.0
12.0
J-28
J-29
292
P-40
0.007
4.74
1,672
130.0
12.0
J-27
J-28
257
P-41
0.001
1.91
672
130.0
12.0
J-26
J-27
29
P-42
0.001
1.81
640
130.0
12.0
J-25
J-26
58
P-43
0.001
1.34
473
130.0
12.0
J-24
J-25
264
P-44
0.001
1.49
-527
130.0
12.0
J-23
J-24
43
P-45
0.001
1.60
-563
130.0
12.0
J-22
J-23
307
P-46
0.006
4.43
-1,563
130.0
12.0
J-21
J-22
296
P-47
0.006
4.53
-1,597
130.0
12.0
J-20
J-21
397
P-48
0.006
4.70
-1,656
130.0
12.0
J-19
J-20
487
P-49
0.003
2.86
-1,008
130.0
12.0
J-18
J-19
388
P-50

Max Day + Fire Flow
Headloss 
Gradient
(ft/ft)
Velocity
(ft/s)
Flow
(gpm)
Hazen-Williams 
C
Diameter
(in)
Stop 
Node
Start 
Node
Length 
(Scaled)
(ft)
Label
0.003
3.09
-1,088
130.0
12.0
J-17
J-18
215
P-51
0.003
3.34
-1,178
130.0
12.0
J-16
J-17
187
P-52
0.001
1.49
526
130.0
12.0
J-50
J-15
532
P-53
0.002
2.37
835
130.0
12.0
J-50
J-44
575
P-54
0.003
2.91
1,027
130.0
12.0
J-49
J-50
266
P-55
0.002
2.62
923
130.0
12.0
J-48
J-49
751
P-56
0.002
2.25
794
130.0
12.0
J-47
J-48
411
P-57
0.002
2.25
794
130.0
12.0
J-46
J-47
208
P-58
0.001
1.84
648
130.0
12.0
J-19
J-46
182
P-59
0.002
2.13
334
130.0
8.0
J-51
J-50
274
P-60
0.002
1.87
292
130.0
8.0
J-52
J-51
280
P-61
0.002
1.87
292
130.0
8.0
J-53
J-52
324
P-62
0.005
3.21
-503
130.0
8.0
J-54
J-53
392
P-63
0.005
3.01
-472
130.0
8.0
J-42
J-54
281
P-64
0.012
5.08
795
130.0
8.0
J-59
J-53
639
P-65
0.001
1.31
-205
130.0
8.0
J-28
J-59
254
P-66
0.000
0.20
-31
130.0
8.0
J-55
J-54
210
P-67
0.000
0.20
-31
130.0
8.0
J-56
J-55
405
P-68
0.000
0.20
-31
130.0
8.0
J-57
J-56
440
P-69
0.004
2.69
-421
130.0
8.0
J-58
J-57
407
P-70
0.004
2.69
-421
130.0
8.0
J-38
J-58
164
P-71
0.003
2.49
390
130.0
8.0
J-31
J-57
550
P-72