HomeMy WebLinkAbout011 Appendix J - Preliminary Water Engineering ReportPreliminary Engineering Report
Water Main Extension
South University District
Phase 3 - Block 2
Updated September 2022
Submitted to:
City of Bozeman Engineering Department
20 East Olive
Bozeman, MT 59715
Prepared by:
Stahly Engineering and Associates
851 Bridger Drive, Suite 1
Bozeman, MT 59715
(406) 522-8594
Water Mains 1 9/14/2022
Preliminary Engineering Report
Contents
Note: The Engineering Report format follows DEQ-1 organization. Additional
information required by the City of Bozeman Design Standards is added where
required.
Report Narrative
1.1.1 General Information
1.1.2 Extent of water works system
1.1.3 Alternate plans
1.1.4 Site conditions
1.1.5 Water use data
1.1.6 Flow requirements
1.1.7 Sources of water supply
1.1.8 Proposed treatment processes
1.1.9 Sewage system available
1.1.10 Waste disposal
1.1.11 Automation
1.1.12 Project Sites
1.1.13 Financing
1.1.14 Future Extensions
Figures and Tables
Figure 1. Vicinity Map
Figure 2. C2.0 - Water Plan
Table 1. SUD Phase 3 Block 2 Estimated Water Design Flows
Table 2. SUD Ph 3 – Block 2 Cash-in-Lieu Calculations
Appendices
Hydraulic Analysis Exhibit (To be provided with Infrastructure Submittal)
DIPRA Analysis
Water Mains 2 9/14/2022
1.1.1 General Information
The proposed South University District Phase 3 Block 2 Development is
located northeast of the intersection of 19th Avenue and Stucky Road. This
development will consist of 162 residential units on an 8.60-acre lot.
This project consists of 4 different building types, two rowhouse variations,
motor court apartments, and flat style apartments. The intent of this
project is to create 162 residential units over a variety of building types to
create a diverse neighborhood in a growing part of town adjacent to the
university. This application seeks feedback on the conceptual design and
associated site improvements.
The project will be served by extension of City of Bozeman water and
sewer mains throughout the project. Individual service lines will be
provided to each block of units. City of Bozeman water and sewer mains
currently exist along all four sides of the project site.
The developer’s contact information is:
Wentworth Property Company
Ray Brown
802 North 3rd Avenue
Phoenix, Arizona 85003
Water supply and wastewater treatment will be provided by the City of
Bozeman’s municipal systems. The system owner’s contact information is:
City of Bozeman Public Service Department
PO Box 1230
Bozeman, MT 59771-1230
The location of the SUD Phase 3 Block 2 development is shown on the
Vicinity Map in Figure 1.
Water Mains 3 9/14/2022
Figure 1. Vicinity Map, Bozeman, Montana
1.1.2 Extent of Water Works System
Water supply to the area is from an existing 8” diameter water main in S
17th Ave, an existing 8” main in State Street, an existing 12” main in
Stucky Road and an existing 24” diameter water main in South 19th
Avenue.
New water mains will be in combined 30-foot wide water and sewer
easements. New on-site 8” water mains will be looped.
Each structure will have a single water service from the main to the riser
room, with a curb stop located on the easement or right-of-way line.
Preliminary service sizing indicates a range of 1 ½” to 4” services.
The Block 2 water main extensions have been designed in accordance
with Montana Department of Environmental Quality Circular 1, and the
City of Bozeman Design Standards and Specifications Policy.
Construction specifications will be Montana Public Works Standards and
Specifications (MPWSS), and the City of Bozeman Modifications to
MPWSS.
1.1.3 Alternate Plans
Due to the project’s location within the City of Bozeman, extension of
public mains was the only water supply alternative. Distribution
alternatives were explored, and the proposed design was selected to
increase looping and minimize dead ends. The use of an on-site well as a
Water Mains 4 9/14/2022
source for irrigation usage is not feasible due to the previously allocated
water rights in the Phase 2 subdivision park. because of the lack of water
rights available for the lot.
1.1.4. Site Conditions
The SUD Phase 3 Block 2 site is typical of Bozeman with fine-grained
soils overlying gravel deposits. Geotechnical borings have determined the
depth to gravel ranges from 3.5 to 5 feet. Estimated depth to groundwater
obtained from the geotechnical borings is 9 to 12 feet. If mains are
installed during periods of high groundwater, dewatering may be required.
High groundwater and soil conditions in the area indicate potential for
corrosion of ductile iron pipe. Composite soil samples were collected at
typical depths of water main to test for corrosive soil conditions and found
to be at low risk of corrosion. The full DIPRA Decision Model results and
summary are included as an appendix of this report.
1.1.5. Water Use Data
Domestic and site irrigation water will be provided by the City of Bozeman
Municipal system. This project is located within the planned service area
of the City’s system.
Estimated water use for SUD PH3 Block 2 has been determined utilizing
values provided in City design standards and Facility Plans and is shown
below in Table 1. For water main sizing, typical City design flows are
utilized.
Table 1: SUD Phase 3 Block 2 Estimated Water Design Flows
Site Area (acres)8.6
Residential Units 162
Residential Occupants (2.11/unit)341.82
Per Capita Use (gpd)89
Residential Flow (gpd)30,422
Commercial Area (sf)0
Commercial Use (gpd/1000 sf)0
Commercial Flow (gpd)0
Commercial and Residential Flows (gpd)30,422
Commercial and Residential Flows (gpm)21
Average Day Water Use [Equal to Commercial & Residential Flows](gpd) 30,422
Irrigation (annual use in gal)1,401,370
Irrigation [based on annual use in a 120 day watering season] (gpd) 11,678
Max Day Water Use [Average Day Use + Irrigation] (gpd)42,100
Peaking Factor (PF)4.05
Design Water Peak Hour Flow 118.51
Water Mains 5 9/14/2022
The estimation of the domestic water demand for the project is based on
proposed use and planned density, utilizing standard City of Bozeman
design values for most calculations. Because the proposed development
is multifamily or mixed use, the domestic water use, and irrigation are
calculated separately. The domestic water use is assumed to be the same
as the wastewater generation at 89 gpd per capita. Site irrigation use was
calculated by the Landscape Architect as shown in the landscaping plans.
Water rights are provided by payment of cash-in-lieu of water rights, at the
time of lot development as determined during site plan review. The
following Table 2 summarizes the estimated Cash-in-Lieu amount for
water rights.
Table 2: SUD Ph 3 – Block 2 Cash-in-Lieu Calculations
The preliminary estimate for Cash-in-lieu of water rights is estimated at
24.39 acre-feet or $146,340.00. Final cash-in-lieu of water rights
calculations will be established with the final infrastructure plans.
1.1.6. Flow Requirements
As stated previously, the peak hour water demand is estimated to be
118.51 gallons per min (gpm). Fire flows have not been determined yet
but will be in accordance with the City of Bozeman adopted Uniform Fire
Code. It is anticipated that a fire flow of 1500 gpm will be required. The fire
flow requirement will be the dominant design constraint for system design.
As part of the Phase 3 Subdivision process, a hydraulic analysis was
completed to determine the available fire flow in this area. According to
this analysis, Phase 3 hydrants – including those in Block 2 – will have fire
flows ranging from 3,122 gpm to 3,606 gpm, with a system residual
pressure of 20 psi.
Fire flow requirements are based on the Uniform Fire Code. The required
hydrant flow is determined using Table H.5.1 of the Uniform Fire Code.
For example, a 48,000 sq ft Type V-A building requires a fire flow of 4,000
gpm. In consideration of the planned use of sprinkler systems in future
Phase 3 site developments projects, the fire department is allowing a 75%
reduction in required fire flows, reducing the hydrant flow down to the
anticipated minimum required fire flow of 1500 gpm. The fire flow required
will be determined by the fire department at the time of infrastructure
design. The total fire flow available will allow for the use of the hydrant and
the sprinkler while maintaining the required 20 psi residual pressure.
The Phase 3 Subdivision Engineer’s report is available upon request.
Dwelling
Units
Average Daily
Use Per Unit
(acr feet/unit)
Total Annual Multi-
Family Water Use
(acre-feet)
Total Annual Water
Required for Irrigation
(acre-feet)
Total Annual
Water Required
(acre feet)
Unit Price
per acre-foot
Cash-in-Lieu
Water Rights
162 0.124 20.09 4.30 24.39 6,000.00$ 146,340.00$
Water Mains 6 9/14/2022
1.1.7. Sources of Water Supply
This section is not applicable.
1.1.8. Proposed Treatment Process
This section is not applicable.
1.1.9 Sewage System Available
Sewer service is provided by new City mains extended through the site
from the existing sewer main running along the northern portion of the
property. Sewers will be approximately 8.5 feet deep and primarily cross
below water mains and services.
1.1.10 Waste Disposal
This section is not applicable.
1.1.11 Automation
This section is not applicable.
1.1.12 Project Sites
This section is not applicable.
1.1.13 Financing
This section is not applicable.
1.1.14 Future Extensions
The water system layout accommodates future water main extensions as
required to complete future system improvements in this area.
J-700J-701J-702H-700J-703H-701J-704J-705H-702J-706J-709H-706J-710H-707J-711J-712H-708P-700P-701P-702P-703P-705P-707P-708P-715P-716P-718P-719P-720P-721J-23J-26J-24H-712J-25H-17P-29 P-724P-725P-32P-34P-727H-714P-728P-35
P-828P-816J-714P-733J-716P-739P-738J2000P2000
J2001P-706(1)P-706(2)P2001J2002P2002J2003P-31(1)P-31(2)P2003J2004P2004J2005P2005
J2007P-735(1)P-735(2)J2008P2008P2010 H2001HL2001J2006P2006P2007J2009P-30(1)P-30(2)P2009J2011P-717(1)P-717(2)P2011 H2002HL2002FIRE FLOW AVAILABLEHYDRANT IDFLOW (GPM)H20013,185H2002NOTE: FIRE FLOW CRITERIA IS MINIMUMOF 20 PSI IN SYSTEM. THIS CONDITION ISSTILL SATISFIED AT 3,500 GPM AT ALLPROPOSED HYDRANTS.3,115NEW HYDRANT (H2001)NEW HYDRANT (H2002)CONNECTION TOEX. SYSTEMCONNECTION TOEX. SYSTEMCONNECTION TOEX. SYSTEMCONNECTION TOEX. SYSTEMCONNECTION TOEX. SYSTEMCONNECTION TOEX. SYSTEMCONNECTION TOEX. SYSTEMNEW 8" WATER LINENEW 8" WATER LINENEW 8" WATER LINETOWN SUPPLY MODELEDAS RESERVOIR ANDCALIBRATED TO FIELDMEASUREMENTS. .NEW MAX DAY DEMAND FOR PROP.CONSTRUCTION MODELED AT 120GPM (60 GPM EACH, PLACED ATNODES (J2000 AND J2005)W W SOUTH 18TH AVE0050'100'FIG.1WATERCADEXHIBIT1 3/9/2022 CONCEPT SUBMITTAL ZWL CDP
2 7/1/2022 SITE PLAN SUBMITTAL ZWL CDP PROFESSIONALENGINEERS &SURVEYORSSTAHLYENGINEERING& ASSOCIATESSUD PH3
BLOCK 2
WENTWORTH PROPERTY
COMPANY
Fire Flow Node FlexTable: Fire Flow Report
Junction w/
Minimum
Pressure (Zone)
Pressure
(Calculated
System Lower
Limit)
(psi)
Junction w/
Minimum
Pressure
(System)
Pressure
(Calculated
Residual)
(psi)
Fire Flow
(Available)
(gpm)
Label
J-836.7J-820.03,185H2001
J-837.6J-820.03,115H2002
Page 1 of 127 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
9/14/2022
WaterCAD
[10.03.02.75]
Bentley Systems, Inc. Haestad Methods Solution
CenterSUD PHASE 3 WATERCAD.wtg
FlexTable: Junction Table
Pressure
(psi)
Hydraulic Grade
(ft)
Demand
(gpm)
Elevation
(ft)
Is Active?Label
58.85,106.9104,971.00TrueH-1
57.45,108.6304,976.00TrueH-2
60.55,104.8904,965.00TrueH-3
73.25,102.0804,933.00TrueH-10
75.35,102.0304,928.00TrueH-12
71.95,102.1204,936.00TrueH-15
64.85,101.7204,952.00TrueH-16
75.25,101.7204,928.00TrueH-17
79.55,101.7204,918.00TrueH-18
80.45,101.7504,916.00TrueH-19
62.25,103.7104,960.00TrueH-20
68.95,102.1904,943.00TrueH-102
66.35,102.2904,949.00TrueH-104
69.35,102.2504,942.00TrueH-107
71.05,102.1504,938.00TrueH-202
69.35,102.1904,942.00TrueH-206
69.75,102.1704,941.00TrueH-210
71.05,102.1404,938.00TrueH-214
67.65,102.2404,946.00TrueH-302
68.95,102.1804,943.00TrueH-304
71.05,102.1504,938.00TrueH-308
71.05,102.1504,938.00TrueH-311
69.35,102.1504,942.00TrueH-317
71.55,102.1504,937.00TrueH-319
64.35,102.5404,954.00TrueH-502
63.65,102.8904,956.00TrueH-504
64.35,102.6804,954.00TrueH-507
63.05,102.5304,957.00TrueH-510
64.75,102.4604,953.00TrueH-513
66.85,102.3504,948.00TrueH-516
68.95,102.2204,943.00TrueH-518
68.95,102.2904,943.00TrueH-602
66.85,102.4104,948.00TrueH-606
67.65,102.2604,946.00TrueH-609
65.15,102.3704,952.00TrueH-613
70.05,101.7404,940.00TrueH-700
72.65,101.7404,934.00TrueH-701
74.75,101.7304,929.00TrueH-702
77.35,101.7404,923.00TrueH-704
79.55,101.7604,918.00TrueH-705
70.05,101.7504,940.00TrueH-706
70.85,101.7204,938.00TrueH-707
71.35,101.7204,937.00TrueH-708
66.55,101.7204,948.00TrueH-709
68.75,101.7204,943.00TrueH-710
79.95,101.7404,917.00TrueH-711
73.45,101.7204,932.00TrueH-712
77.85,101.7204,922.00TrueH-713
75.65,101.7204,927.00TrueH-714
Page 1 of 427 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
9/14/2022
WaterCAD
[10.03.02.75]
Bentley Systems, Inc. Haestad Methods Solution
CenterSUD PHASE 3 WATERCAD.wtg
FlexTable: Junction Table
Pressure
(psi)
Hydraulic Grade
(ft)
Demand
(gpm)
Elevation
(ft)
Is Active?Label
73.85,101.7204,931.04TrueH2001
71.85,101.7204,935.68TrueH2002
77.95,101.9804,922.00TrueJ-1
60.25,104.0704,965.00TrueJ-2
75.35,102.021004,928.00TrueJ-3
76.65,102.00254,925.00TrueJ-4
73.65,102.0404,932.00TrueJ-5
75.35,102.0304,928.00TrueJ-6
74.05,102.03254,931.00TrueJ-7
61.75,101.7204,959.00TrueJ-8
73.25,102.0804,933.00TrueJ-9
60.55,104.8904,965.00TrueJ-10
75.35,102.0304,928.00TrueJ-11
57.45,108.6304,976.00TrueJ-12
58.85,106.9104,971.00TrueJ-13
71.95,102.1204,936.00TrueJ-14
71.45,102.1304,937.00TrueJ-16
68.95,102.2004,943.00TrueJ-17
65.95,102.3004,950.00TrueJ-18
64.35,102.55404,954.00TrueJ-19
64.85,101.7204,952.00TrueJ-20
66.55,101.7204,948.00TrueJ-21
68.75,101.7204,943.00TrueJ-22
71.75,101.7204,936.00TrueJ-23
73.45,101.7204,932.00TrueJ-24
75.65,101.7204,927.00TrueJ-25
75.65,101.7204,927.00TrueJ-26
77.85,101.7204,922.00TrueJ-27
79.55,101.7204,918.00TrueJ-28
79.95,101.722004,917.00TrueJ-29
79.95,101.7404,917.00TrueJ-30
80.45,101.7504,916.00TrueJ-31
79.95,101.7704,917.00TrueJ-32
62.25,103.7104,960.00TrueJ-33
62.55,103.3704,959.00TrueJ-34
72.75,102.0904,934.00TrueJ-100
68.95,102.1904,943.00TrueJ-101
66.35,102.2904,949.00TrueJ-103
69.35,102.2604,942.00TrueJ-105
69.35,102.2504,942.00TrueJ-106
71.95,102.1304,936.00TrueJ-200
71.05,102.15194,938.00TrueJ-201
69.75,102.1904,941.00TrueJ-203
69.35,102.19194,942.00TrueJ-205
70.25,102.2004,940.00TrueJ-207
69.75,102.17194,941.00TrueJ-209
68.95,102.1604,943.00TrueJ-211
70.65,102.1504,939.00TrueJ-212
71.05,102.14194,938.00TrueJ-213
Page 2 of 427 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
9/14/2022
WaterCAD
[10.03.02.75]
Bentley Systems, Inc. Haestad Methods Solution
CenterSUD PHASE 3 WATERCAD.wtg
FlexTable: Junction Table
Pressure
(psi)
Hydraulic Grade
(ft)
Demand
(gpm)
Elevation
(ft)
Is Active?Label
67.65,102.2404,946.00TrueJ-300
67.65,102.2404,946.00TrueJ-301
68.95,102.1804,943.00TrueJ-303
69.35,102.1604,942.00TrueJ-305
71.05,102.1504,938.00TrueJ-306
71.05,102.1504,938.00TrueJ-307
71.55,102.1504,937.00TrueJ-309
71.05,102.15154,938.00TrueJ-310
71.05,102.1504,938.00TrueJ-312
70.25,102.1504,940.00TrueJ-313
69.35,102.1504,942.00TrueJ-315
69.35,102.15154,942.00TrueJ-316
63.65,102.9104,956.00TrueJ-500
64.35,102.5404,954.00TrueJ-501
63.65,102.8904,956.00TrueJ-503
64.35,102.6904,954.00TrueJ-505
64.35,102.6804,954.00TrueJ-506
63.05,102.5304,957.00TrueJ-508
63.05,102.5304,957.00TrueJ-509
64.75,102.4604,953.00TrueJ-511
64.75,102.4604,953.00TrueJ-512
66.85,102.3604,948.00TrueJ-514
66.85,102.3504,948.00TrueJ-515
68.95,102.2204,943.00TrueJ-517
66.85,102.42884,948.00TrueJ-600
68.95,102.2904,943.00TrueJ-601
66.85,102.4104,948.00TrueJ-605
65.15,102.37884,952.00TrueJ-607
67.65,102.2604,946.00TrueJ-608
65.15,102.3704,952.00TrueJ-612
71.35,101.82524,937.00TrueJ-700
69.65,101.7704,941.00TrueJ-701
70.05,101.7404,940.00TrueJ-702
72.65,101.7404,934.00TrueJ-703
75.25,101.7304,928.00TrueJ-704
74.75,101.7304,929.00TrueJ-705
75.65,101.7204,927.00TrueJ-706
77.85,101.7404,922.00TrueJ-707
79.55,101.7604,918.00TrueJ-708
70.05,101.7504,940.00TrueJ-709
70.85,101.7304,938.00TrueJ-710
70.85,101.7204,938.00TrueJ-711
71.35,101.7204,937.00TrueJ-712
79.95,101.7404,917.00TrueJ-713
72.65,101.7404,934.00TrueJ-714
77.85,101.7404,922.00TrueJ-715
75.65,101.7204,927.00TrueJ-716
59.55,102.4504,965.00TrueJ-801
63.55,101.7704,955.00TrueJ-802
Page 3 of 427 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
9/14/2022
WaterCAD
[10.03.02.75]
Bentley Systems, Inc. Haestad Methods Solution
CenterSUD PHASE 3 WATERCAD.wtg
FlexTable: Junction Table
Pressure
(psi)
Hydraulic Grade
(ft)
Demand
(gpm)
Elevation
(ft)
Is Active?Label
60.85,102.60554,962.00TrueJ-803
61.05,102.88554,962.00TrueJ-804
58.05,103.0204,969.00TrueJ-805
58.75,102.6404,967.00TrueJ-806
62.05,102.47524,959.12TrueJ-807
62.65,101.701004,957.00TrueJ-808
65.25,101.69574,951.00TrueJ-809
66.95,101.69574,947.00TrueJ-810
69.15,101.70574,942.00TrueJ-811
69.15,101.70524,942.00TrueJ-812
66.95,101.69524,947.00TrueJ-813
65.25,101.69524,951.00TrueJ-814
77.85,101.72774,922.00TrueJ-816
74.75,101.72604,929.16TrueJ2000
74.25,101.7304,930.25TrueJ2001
74.15,101.7204,930.34TrueJ2002
74.75,101.7204,929.16TrueJ2003
73.85,101.7204,931.04TrueJ2004
72.15,101.72604,935.18TrueJ2005
71.85,101.7404,935.74TrueJ2006
71.45,101.7404,936.75TrueJ2007
71.85,101.7304,935.84TrueJ2008
72.75,101.7204,933.74TrueJ2009
70.35,101.7404,939.26TrueJ2011
Page 4 of 427 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
9/14/2022
WaterCAD
[10.03.02.75]
Bentley Systems, Inc. Haestad Methods Solution
CenterSUD PHASE 3 WATERCAD.wtg
FlexTable: Pipe Table
Is Active?Length
(User
Defined)
(ft)
Length
(Scaled)
(ft)
Velocity
(ft/s)
Flow
(gpm)
Minor Loss
Coefficient
(Local)
Hazen-
Williams C
MaterialDiameter
(in)
Stop NodeStart NodeLabel
True0110.0002.700130.0Ductile Iron6.00H2001J2004HL2001
True0140.0002.700130.0Ductile Iron6.00H2002J2005HL2002
True2,000721.071,5080.000130.0Ductile Iron24.00J-12R-1P-1
True06820.33-550.000130.0Ductile Iron8.32J-3J-1P-3
True02470.49-1860.000130.0Ductile Iron12.39J-4J-1P-4
True02560.41-1550.000130.0Ductile Iron12.39J-5J-3P-5
True03360.431630.000130.0Ductile Iron12.39J-4J-6P-6
True06020.28-480.000130.0Ductile Iron8.32J-7J-4P-7
True03040.19320.000130.0Ductile Iron8.32J-6J-7P-8
True01910.62-1050.000130.0Ductile Iron8.32J-9J-7P-9
True0130.0002.700130.0Ductile Iron6.21H-10J-9P-10
True0370.351310.000130.0Ductile Iron12.39J-6J-11P-11
True0370.0002.700130.0Ductile Iron6.21H-12J-11P-12
True03100.351310.000130.0Ductile Iron12.39J-11J-5P-13
True03600.76-2860.000130.0Ductile Iron12.39J-14J-5P-14
True0250.0002.700130.0Ductile Iron6.21H-15J-14P-15
True0430.76-2860.000130.0Ductile Iron12.39J-16J-14P-16
True03230.76-2860.000130.0Ductile Iron12.39J-17J-16P-17
True03330.92-3470.000130.0Ductile Iron12.39J-18J-17P-18
True04031.36-5090.000130.0Ductile Iron12.39J-19J-18P-19
True0220.0002.700130.0Ductile Iron6.21J-10H-3P-20
True0160.0002.700130.0Ductile Iron6.21H-20J-33P-21
True01392.941,1040.000130.0Ductile Iron12.39J-33J-2P-22
True0160.0002.700130.0Ductile Iron6.21H-2J-12P-23
True03714.01-1,5080.000130.0Ductile Iron12.39J-12J-13P-24
True03620.03-480.000130.0Ductile Iron24.85J-20J-8P-25
True080.0002.700130.0Ductile Iron6.21H-16J-20P-26
True02990.03-480.000130.0Ductile Iron24.85J-21J-20P-27
True03010.03-480.000130.0Ductile Iron24.85J-22J-21P-28
True03670.03-480.000130.0Ductile Iron24.85J-23J-22P-29
True01700.02280.000130.0Ductile Iron24.85J2009J-23P-30(1)
True01310.03450.000130.0Ductile Iron24.85J-24J2009P-30(2)
Page 1 of 727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA
+1-203-755-1666
9/14/2022
WaterCAD
[10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterSUD PHASE 3 WATERCAD.wtg
FlexTable: Pipe Table
Is Active?Length
(User
Defined)
(ft)
Length
(Scaled)
(ft)
Velocity
(ft/s)
Flow
(gpm)
Minor Loss
Coefficient
(Local)
Hazen-
Williams C
MaterialDiameter
(in)
Stop NodeStart NodeLabel
True01810.03450.000130.0Ductile Iron24.85J2003J-24P-31(1)
True01380.04530.000130.0Ductile Iron24.85J-25J2003P-31(2)
True090.0002.700130.0Ductile Iron6.21H-17J-25P-32
True0220.0002.700130.0Ductile Iron6.21H-1J-13P-33
True0350.04530.000130.0Ductile Iron24.85J-26J-25P-34
True02670.05690.000130.0Ductile Iron24.85J-27J-26P-35
True02830.05690.000130.0Ductile Iron24.85J-28J-27P-36
True0910.05690.000130.0Ductile Iron24.85J-29J-28P-37
True0280.0002.700130.0Ductile Iron6.21H-18J-28P-38
True03660.35-1310.000130.0Ductile Iron12.39J-30J-29P-39
True01630.47-1760.000130.0Ductile Iron12.39J-31J-30P-40
True01820.47-1760.000130.0Ductile Iron12.39J-32J-31P-41
True0120.0002.700130.0Ductile Iron6.21H-19J-31P-42
True01292.941,1040.000130.0Ductile Iron12.39J-34J-33P-43
True02952.228360.000130.0Ductile Iron12.39J-500J-34P-44
True01,3220.642410.000130.0Ductile Iron12.39J-32J-1P-45
True04344.01-1,5080.000130.0Ductile Iron12.39J-13J-10P-46
True01774.011,5080.000130.0Ductile Iron12.39J-2J-10P-47
True0670.62-1050.000130.0Ductile Iron8.32J-100J-9P-100
True0630.36600.000130.0Ductile Iron8.32J-101J-17P-101
True0140.0002.700130.0Ductile Iron6.21H-102J-101P-102
True0630.43-1630.000130.0Ductile Iron12.39J-18J-103P-103
True0160.0002.700130.0Ductile Iron6.21H-104J-103P-104
True04240.43-1630.000130.0Ductile Iron12.39J-103J-105P-105
True0390.77-1300.000130.0Ductile Iron8.32J-105J-106P-106
True0110.0002.700130.0Ductile Iron6.21H-107J-106P-107
True01560.62-1050.000130.0Ductile Iron8.32J-200J-100P-200
True02130.37-630.000130.0Ductile Iron8.32J-201J-200P-201
True0140.0002.700130.0Ductile Iron6.21H-202J-201P-202
True02480.48820.000130.0Ductile Iron8.32J-201J-203P-203
True0880.36600.000130.0Ductile Iron8.32J-203J-101P-204
True02680.13210.000130.0Ductile Iron8.32J-203J-205P-205
Page 2 of 727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA
+1-203-755-1666
9/14/2022
WaterCAD
[10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterSUD PHASE 3 WATERCAD.wtg
FlexTable: Pipe Table
Is Active?Length
(User
Defined)
(ft)
Length
(Scaled)
(ft)
Velocity
(ft/s)
Flow
(gpm)
Minor Loss
Coefficient
(Local)
Hazen-
Williams C
MaterialDiameter
(in)
Stop NodeStart NodeLabel
True0140.0002.700130.0Ductile Iron6.21H-206J-205P-206
True02130.24400.000130.0Ductile Iron8.32J-205J-207P-207
True01510.77-1300.000130.0Ductile Iron8.32J-106J-207P-208
True01460.53-910.000130.0Ductile Iron8.32J-207J-209P-209
True0140.0002.700130.0Ductile Iron6.21H-210J-209P-210
True01210.43-720.000130.0Ductile Iron8.32J-209J-211P-211
True02640.25-420.000130.0Ductile Iron8.32J-211J-212P-212
True01210.36-600.000130.0Ductile Iron8.32J-212J-213P-213
True0140.0002.700130.0Ductile Iron6.21H-214J-213P-214
True01460.25-420.000130.0Ductile Iron8.32J-213J-200P-215
True02780.451700.000130.0Ductile Iron12.39J-300J-105P-300
True0390.0000.000130.0Ductile Iron8.32J-301J-300P-301
True0110.0002.700130.0Ductile Iron6.21H-302J-301P-302
True02740.782940.000130.0Ductile Iron12.39J-303J-300P-303
True070.0002.700130.0Ductile Iron6.21H-304J-303P-304
True0970.782940.000130.0Ductile Iron12.39J-305J-303P-305
True03270.11180.000130.0Ductile Iron8.32J-306J-305P-306
True0460.11180.000130.0Ductile Iron8.32J-307J-306P-307
True0110.0002.700130.0Ductile Iron6.21H-308J-307P-308
True01560.0000.000130.0Ductile Iron8.32J-309J-212P-309
True01720.11-190.000130.0Ductile Iron8.32J-310J-212P-310
True0120.0002.700130.0Ductile Iron6.21H-311J-310P-311
True0210.20-340.000130.0Ductile Iron8.32J-312J-310P-312
True01260.20-340.000130.0Ductile Iron8.32J-313J-312P-313
True01430.11180.000130.0Ductile Iron8.32J-313J-307P-314
True01370.09-160.000130.0Ductile Iron8.32J-315J-313P-315
True0210.09-160.000130.0Ductile Iron8.32J-316J-315P-316
True0110.0002.700130.0Ductile Iron6.21H-317J-316P-317
True01710.18-310.000130.0Ductile Iron8.32J-211J-316P-318
True0110.0002.700130.0Ductile Iron6.21H-319J-309P-319
True03561.776640.000130.0Ductile Iron12.39J-19J-500P-500
True0480.68-1140.000130.0Ductile Iron8.32J-19J-501P-501
Page 3 of 727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA
+1-203-755-1666
9/14/2022
WaterCAD
[10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterSUD PHASE 3 WATERCAD.wtg
FlexTable: Pipe Table
Is Active?Length
(User
Defined)
(ft)
Length
(Scaled)
(ft)
Velocity
(ft/s)
Flow
(gpm)
Minor Loss
Coefficient
(Local)
Hazen-
Williams C
MaterialDiameter
(in)
Stop NodeStart NodeLabel
True0160.0002.700130.0Ductile Iron6.21H-502J-501P-502
True0431.01-1720.000130.0Ductile Iron8.32J-500J-503P-503
True060.0002.700130.0Ductile Iron6.21H-504J-503P-504
True03331.01-1720.000130.0Ductile Iron8.32J-503J-505P-505
True0320.88-1480.000130.0Ductile Iron8.32J-505J-506P-506
True060.0002.700130.0Ductile Iron6.21H-507J-506P-507
True03320.88-1480.000130.0Ductile Iron8.32J-506J-508P-508
True0320.55-930.000130.0Ductile Iron8.32J-508J-509P-509
True060.0002.700130.0Ductile Iron6.21H-510J-509P-510
True03470.55-930.000130.0Ductile Iron8.32J-509J-511P-511
True070.72-1220.000130.0Ductile Iron8.32J-511J-512P-512
True080.0002.700130.0Ductile Iron6.21H-513J-512P-513
True03350.72-1220.000130.0Ductile Iron8.32J-512J-514P-514
True0120.93-1570.000130.0Ductile Iron8.32J-514J-515P-515
True080.0002.700130.0Ductile Iron6.21H-516J-515P-516
True02650.93-1570.000130.0Ductile Iron8.32J-515J-517P-517
True0100.0002.700130.0Ductile Iron6.21H-518J-517P-518
True01320.93-1570.000130.0Ductile Iron8.32J-517J-305P-519
True04330.68-1140.000130.0Ductile Iron8.32J-501J-600P-600
True0610.81-1370.000130.0Ductile Iron8.32J-601J-105P-601
True0110.0002.700130.0Ductile Iron6.21H-602J-601P-602
True03470.81-1370.000130.0Ductile Iron8.32J-600J-601P-603
True03521.19-2020.000130.0Ductile Iron8.32J-505J-600P-604
True0230.54-910.000130.0Ductile Iron8.32J-600J-605P-605
True0120.0002.700130.0Ductile Iron6.21H-606J-605P-606
True02600.54-910.000130.0Ductile Iron8.32J-605J-607P-607
True0610.73-1240.000130.0Ductile Iron8.32J-608J-300P-608
True0110.0002.700130.0Ductile Iron6.21H-609J-608P-609
True03470.73-1240.000130.0Ductile Iron8.32J-607J-608P-610
True03420.92-1560.000130.0Ductile Iron8.32J-508J-607P-611
True0230.21-350.000130.0Ductile Iron8.32J-607J-612P-612
True0120.0002.700130.0Ductile Iron6.21H-613J-612P-613
Page 4 of 727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA
+1-203-755-1666
9/14/2022
WaterCAD
[10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterSUD PHASE 3 WATERCAD.wtg
FlexTable: Pipe Table
Is Active?Length
(User
Defined)
(ft)
Length
(Scaled)
(ft)
Velocity
(ft/s)
Flow
(gpm)
Minor Loss
Coefficient
(Local)
Hazen-
Williams C
MaterialDiameter
(in)
Stop NodeStart NodeLabel
True03550.21-350.000130.0Ductile Iron8.32J-612J-514P-614
True07291.154320.000130.0Ductile Iron12.39J-700J-305P-700
True01571.013800.000130.0Ductile Iron12.39J-701J-700P-701
True01100.621050.000130.0Ductile Iron8.32J-702J-701P-702
True0150.0002.700130.0Ductile Iron6.21H-700J-702P-703
True0150.0002.700130.0Ductile Iron6.21H-701J-703P-705
True01920.22370.000130.0Ductile Iron8.32J2001J-703P-706(1)
True01150.0240.000130.0Ductile Iron8.32J-704J2001P-706(2)
True0270.18300.000130.0Ductile Iron8.32J-705J-704P-707
True060.0002.700130.0Ductile Iron6.21H-702J-705P-708
True0150.0002.700130.0Ductile Iron6.21H-704J-707P-712
True02620.39-660.000130.0Ductile Iron8.32J-708J-707P-713
True0130.0002.700130.0Ductile Iron6.21H-705J-708P-714
True0860.552070.000130.0Ductile Iron12.39J-709J-701P-715
True0120.0002.700130.0Ductile Iron6.21H-706J-709P-716
True0960.552070.000130.0Ductile Iron12.39J2011J-709P-717(1)
True01660.471780.000130.0Ductile Iron12.39J-710J2011P-717(2)
True0380.43720.000130.0Ductile Iron8.32J-711J-710P-718
True0180.0002.700130.0Ductile Iron6.21H-707J-711P-719
True03160.20760.000130.0Ductile Iron12.39J-712J-710P-720
True0160.0002.700130.0Ductile Iron6.21H-708J-712P-721
True0100.0002.700130.0Ductile Iron6.21H-709J-21P-722
True0100.0002.700130.0Ductile Iron6.21H-710J-22P-723
True0330.20-760.000130.0Ductile Iron12.39J-712J-23P-724
True0100.0002.700130.0Ductile Iron6.21H-712J-24P-725
True03300.09-150.000130.0Ductile Iron8.32J-706J-26P-727
True090.0002.700130.0Ductile Iron6.21H-714J-706P-728
True080.0002.700130.0Ductile Iron6.21H-713J-27P-729
True0240.26440.000130.0Ductile Iron8.32J-713J-30P-730
True070.0002.700130.0Ductile Iron6.21H-711J-713P-731
True0570.39660.000130.0Ductile Iron8.32J-708J-32P-732
True0130.22370.000130.0Ductile Iron8.32J-703J-714P-733
Page 5 of 727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA
+1-203-755-1666
9/14/2022
WaterCAD
[10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterSUD PHASE 3 WATERCAD.wtg
FlexTable: Pipe Table
Is Active?Length
(User
Defined)
(ft)
Length
(Scaled)
(ft)
Velocity
(ft/s)
Flow
(gpm)
Minor Loss
Coefficient
(Local)
Hazen-
Williams C
MaterialDiameter
(in)
Stop NodeStart NodeLabel
True02040.40680.000130.0Ductile Iron8.32J2007J-701P-735(1)
True01320.22370.000130.0Ductile Iron8.32J-714J2007P-735(2)
True03060.15-260.000130.0Ductile Iron8.32J-715J-704P-736
True0140.39-660.000130.0Ductile Iron8.32J-707J-715P-737
True0100.09150.000130.0Ductile Iron8.32J-706J-716P-738
True03270.18300.000130.0Ductile Iron8.32J-716J-705P-739
True02800.28-470.000130.0Ductile Iron8.32J-807J-801P-800
True02920.17290.000130.0Ductile Iron8.32J-511J-807P-801
True08741.192020.000130.0Ductile Iron8.32J-802J-801P-802
True03732.384040.000130.0Ductile Iron8.32J-805J-2P-805
True03631.412380.000130.0Ductile Iron8.32J-806J-805P-806
True03810.921560.000130.0Ductile Iron8.32J-801J-806P-807
True03800.751280.000130.0Ductile Iron8.32J-807J-803P-808
True03631.182010.000130.0Ductile Iron8.32J-803J-804P-809
True02760.49830.000130.0Ductile Iron8.32J-803J-806P-810
True02930.591010.000130.0Ductile Iron8.32J-508J-803P-812
True02941.051780.000130.0Ductile Iron8.32J-505J-804P-813
True02720.981650.000130.0Ductile Iron8.32J-804J-805P-814
True03741.58-2690.000130.0Ductile Iron8.32J-34J-804P-815
True02470.43720.000130.0Ductile Iron8.32J-811J-711P-816
True03460.10-170.000130.0Ductile Iron8.32J-812J-811P-817
True03810.19330.000130.0Ductile Iron8.32J-810J-811P-818
True03440.07-110.000130.0Ductile Iron8.32J-813J-810P-819
True03300.08-130.000130.0Ductile Iron8.32J-809J-810P-820
True03420.15-260.000130.0Ductile Iron8.32J-814J-809P-821
True03310.26-440.000130.0Ductile Iron8.32J-808J-809P-822
True03400.57970.000130.0Ductile Iron8.32J-808J-802P-823
True03560.28-480.000130.0Ductile Iron8.32J-8J-808P-824
True03290.621060.000130.0Ductile Iron8.32J-814J-802P-825
True03300.16280.000130.0Ductile Iron8.32J-813J-814P-826
True03810.21-350.000130.0Ductile Iron8.32J-812J-813P-827
True01760.62-1050.000130.0Ductile Iron8.32J-702J-812P-828
Page 6 of 727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA
+1-203-755-1666
9/14/2022
WaterCAD
[10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterSUD PHASE 3 WATERCAD.wtg
FlexTable: Pipe Table
Is Active?Length
(User
Defined)
(ft)
Length
(Scaled)
(ft)
Velocity
(ft/s)
Flow
(gpm)
Minor Loss
Coefficient
(Local)
Hazen-
Williams C
MaterialDiameter
(in)
Stop NodeStart NodeLabel
True03080.04-70.000130.0Ductile Iron8.32J-816J-716P-832
True03070.26-440.000130.0Ductile Iron8.32J-713J-816P-833
True03460.23390.000130.0Ductile Iron8.32J-816J-715P-834
True01140.13220.000130.0Ductile Iron8.32J2000J-716P2000
True03530.19-330.000130.0Ductile Iron8.32J2001J2000P2001
True0610.03-60.000130.0Ductile Iron8.32J2002J2000P2002
True03420.0590.000130.0Ductile Iron8.32J2003J2002P2003
True0220.08-140.000130.0Ductile Iron8.32J2004J2002P2004
True02540.08-140.000130.0Ductile Iron8.32J2005J2004P2005
True01720.36-610.000130.0Ductile Iron8.32J2006J2005P2006
True01820.19-320.000130.0Ductile Iron8.32J2007J2006P2007
True0360.08-140.000130.0Ductile Iron8.32J2008J2005P2008
True03430.10160.000130.0Ductile Iron8.32J2009J2008P2009
True01700.18-300.000130.0Ductile Iron8.32J-710J2008P2010
True02050.17-290.000130.0Ductile Iron8.32J2011J2006P2011
Page 7 of 727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA
+1-203-755-1666
9/14/2022
WaterCAD
[10.03.02.75]Bentley Systems, Inc. Haestad Methods Solution CenterSUD PHASE 3 WATERCAD.wtg
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2 7/1/2022 SITE PLAN SUBMITTAL ZWL CDP
3 9/23/2022 SITE PLAN RESUBMITTAL ZWL CDP PROFESSIONALENGINEERS &SURVEYORSSTAHLYENGINEERING& ASSOCIATESSUD PH3
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