HomeMy WebLinkAbout15 - Design Report - South University District Ph 1 & Stadium View Apartments Amended for Ph 1B - Water Water Main Extension Engineer's Report
South University District — Phase 1 ' and
Stadium View Apartments
Amended for Phase 1 B
December, 2015
Submitted to:
City of Bozeman Engineering Department
20 East Olive
Bozeman, MT 59715
Montana Department of Environmental Quality
Permitting and Compliance Division
Public Water and Subdivisions Bureau
PO Box 200901
Helena, MT 59620-0901
Prepared by:
Stahly Engineering and Associates
851 Bridger Drive, Suite 1
Bozeman, MT 59715
(406) 522-9526
STAH LY
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Engineer's Report
Contents
Note: The Engineer's 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 Sewage system available
1.1.8 Sources of water supply
1.1.9 Proposed treatment processes
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. Water System Layout (included separately)
Table 1. Estimated Water Use
Table 2. Building Fixture Counts and Service Size
Appendices
A Existing Hydrant Flow Tests
B WaterCAD Hydraulic Analysis
Water Mains 1 12/21/2015
d
1 .1 .1 General Information
The South University District - Phase 1 B is a subsequent minor
subdivision of Lot 2, SUD Subdivision Phase 1. The subsequent division
will provide right of way dedications for South 14t" Avenue, State Street
and Campus Boulevard and will result in a 3.66-acre lot, which will be the
location of Phase 1 B.
Phase 1 B is located within the City of Bozeman west of South 11 t" Street
and south of Kagy Boulevard. The subdivision is located west of SUD
Phase 1 Lot 1 (completed Fall 2015) and south of the existing Stadium
Center Subdivision. Phase 1 B is anticipated to be a 208-bed student
housing project.
The developer's contact information is:
Fountain Residential Partners
2626 Cole Ave, Suite 620
Dallas, TX 75204
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 South University District - Phase 1 B is shown on the
Vicinity Map in Figure 1.
Water Mains 2 12/21/2015
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Figure 1. Vicinity Map, Bozeman, Montana
1 .1 .2 Extent of Water Works System
Water supply to the area is from a 12" water main in South 111h Avenue,
and from an 8" water main coming south from the Stadium Center
Subdivision. During Phase 1 of the South University District Project, a
network of looped onsite 8" mains was extended within Lot 1. Additionally,
a 12" water main was extended to the west down Campus Blvd.
The South University District Phase 1 B project will extend water mains in
Campus Boulevard and from the 8" looped mains within Lot 1. The
construction of the looped main in Lot 1 included two 8" stubs to the west,
which will be extended into Phase 1 B and loop together and continue in
14th Street to Campus Boulevard. A main will also be extended in the
northwest corner of Lot 1, for the purposes of adding a hydrant along
State Street. Two 8" stubs will be provided from the 12" water main in
Campus Boulevard to the south, and the 12" main will be stubbed to the
west for future main extensions.
The four connections proposed will supply water to the Phase 1 B Stadium
View Apartments as well as provide for expansion of the future
development lots. Eventual future phases of South University District will
require more main extensions. Internal looped mains and additional
Water Mains 3 12/21/2015
,
connection to the 24" main in South 191h Avenue facilitates future main
extensions on the site.
This water main layout will provide fire hydrants at one block intervals in
the perimeter streets around Phase 1 and Phase 1 B. The looped interior
water mains within the Stadium View project also provide hydrants in the
site interior. Phase 1 B will add four new hydrants around Lot 2A, as well
as two new hydrants within the site interior.
The location of existing and proposed mains are shown on Figure 2,
included separately.
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.
1 .1 .4. Site Conditions
The site is typical of Bozeman with fine grained soils overlying gravel
deposits. Geotechnical borings have determined the depth to gravel
ranges from 7 to 10 feet. Estimated depth to groundwater obtained from
the geotechnical borings is 6-13 feet. If mains are installed during high
groundwater times dewatering may be required.
1.1 .5. Water Use Data
Water use estimates for South University District — Phase 1 B are
presented in Table 1. Since Phase 1 B will be irrigated by well and not
from the water system, the estimated water use was derived from the City
of Bozeman design standards for wastewater generation. This suggests
an 89 gpd/capita estimate for residential uses. The City of Bozeman
peaking factors of 2.3:1 (maximum day to average day) and 3:1
(maximum hour to average day) are used to provide maximum day and
maximum hour flows.
Water Mains 4 12/21/2015
TABLE 1 Estimated Water Use-South University District - Phase 1 B
Total Site Area (acres) 6.41
Student Housing Residents 208
Per Capita Use (gpd) 89
Student Housing Use (gpd) 18,512
Total Daily Flow(gpd) 18,512
Total Daily Flow(gpm) 12.9
Max Day Flow(2.3 Peaking Factor) (gpm) 29.57
Peak Hour Flow(3.0 Peaking Factor) (gpm) 38.57
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. A
48,000 sq ft Type V-A building requires a fire flow of 4000 gpm. The fire
department is allowing a 75% reduction due to the fire sprinkler system,
reducing the hydrant flow down to the minimum required fire flow of 1500
gpm. The total fire flow available will allow for the use of the hydrant and
the sprinkler while maintaining the required 20 psi residual pressure.
1 .1 .6. Flow Requirements
A hydraulic analysis was performed using WaterCAD. The WaterCAD
model incorporates the 12" diameter city water main in Kagy Boulevard as
the primary supply. The model assumes very little if any flow comes from
the smaller 6" main in Kagy from the east. Operating conditions and
available fire flow in these mains was obtained from the WaterCAD model
results provided in the City of Bozeman Water Facility Plan and hydrant
flow data performed at hydrants directly adjacent to the SUD Phase 1.
The fire flow analysis was conducted at the maximum day demand.
The model is setup with existing and new pipes. New Phase 1 B
subdivision and site pipes and junctions begin with numbers >300, for
ease of review. Junction elevations are based on the project datum,
approximately 15' above the City of Bozeman datum. In order to
determine fire flows at hydrants, hydrant lead pipes are provided to
junctions representing hydrants. Hydrant lead pipes have minor losses
corresponding to hydrant barrel and nozzle losses. Fire flows are
determined at hydrant residual pressures of 20 psi. Fire flows determined
at non-hydrant junctions are of little practical value since without hydrant
losses computed fire flows are artificially high.
Water Mains 5 12/21/2015
The city water supply was modeled as a reservoir-pump system calibrated
to the Facility Plan model results. The pump curve provides decreasing
pressures with increasing flows corresponding to head losses in the
distribution system outside of the model.
Hydrant flow tests were conducted at the two hydrants adjacent to Phase
1, one on the northern edge of the development at the south end of South
12th Avenue and one at the northeast corner of the project on South 11 to
Avenue. The model results with only existing pipes utilized correspond
well with the flows and residual pressures measured during the hydrant
tests.
The WaterCAD model results are included in Appendix A of this report.
The model shows that hydrants will have fire flows ranging from 3280 to
3415 gpm with system residual pressure of 20 psi. This is similar to the
high flow test conducted by the City at hydrant 1147 which had a flow of
3170 gpm. The model shows the proposed water main improvements are
capable of providing the required fire flow plus maximum day demand for
the project.
Domestic water service sizes are based on fixture count analysis for each
building. Table 2 shows the flow required for each building service based
on fixture counts.
TABLE 2 Building Fixture Counts and Service Size
Building # Fixture Counts Peak Flow Size of Service
fixture units m
Building 9 140 53 2"
Building 10 140 53 2"
Building 11 140 53 2"
Building 12 140 53 2"
Building 13 225 70 1215
Building 14 1 225 70 1 2"
4" fire service lines will be provided to all Phase 1 B Buildings (Building
numbers 9 through 14). A 4" fire service can provide sprinkler flows of up
to 587 gpm at velocities less than 15 ft/sec in the service line.
1 .1.7. Sewage System Available
Sewer service is provided by city mains. South University District— Phase
1 B will connect to existing sewer mains currently extended to the west
side of SUD Phase 1. Where water mains cross sewer mains 18" of
vertical separation is provided.
Water Mains 6 12/21/2015
1 .1 .8. Sources of Water Supply
This section is not applicable.
1 .1.9 Proposed Treatment Process
This section is not applicable.
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
Future connections to the south and west are anticipated from the
proposed water main extensions. These future connections were taken
into consideration when sizing the southern water main located in Campus
Blvd. This proposed 12-inch main will allow for future water main
extensions to be made to the south and west. As development moves to
the west, an additional connection to the existing main located in South
191" Avenue will be made which will provide additional capacity and
redundancy to the future water system.
Water Mains 7 12/21/2015
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Location H drant# Static Pressure Pito Pressure Residual Pressure
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Arianna Way 1147 34#
Requested By: Ryan Rittal
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Stadium Dr. /Allen Dr. 1146 82# 80#
South 11th 1148 62#
Requested By:Ryan Rittal
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Done By: ES/JB
Comments: 1320 GPM
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Fire Flow Node FlexTable: Fire Flow Report
Current Time: 0.000 hours
Label Fire Flow Pressure Junction w/ Pressure Junction w/
(Available) (Calculated Minimum (Calculated Minimum
(gpm) Residual) Pressure(Zone) System Lower Pressure
(psi) Limit) (System)
(psi)
3-1 3,930 33.9 J-19 20.0 3-19
J-3 3,881 29.5 3-19 20.0 3-19
3-4 3,906 32.5 J-19 20.0 3-19
3-5 3,876 29.3 3-19 20.0 3-19
J-6 3,890 31.0 3-19 20.0 3-19
1-7 3,883 26.1 3-19 20.0 3-19
J-9 3,866 23.0 3-19 20.0 3-19
3-10 3,502 20.0 3-19 44.4 J-19
1-11 3,888 31.0 J-19 20.0 3-19
J-12 3,531 20.0 3-19 44.7 1-19
3-14 3,851 27.5 J-19 20.0 3-19
J-15 3,486 20.0 1-19 44.1 3-19
1-16 3,849 27.1 J-19 20.0 3-19
3-17 3,829 24.7 3-19 20.0 3-19
1-18 3,807 21.7 J-19 20.0 3-19
3-19 3,752 20.0 3-18 26.2 3-18
3-100 31860 22.7 J-19 20.1 3-19
J-101 31831 22.6 3-19 20.1 3-19
3-102 31439 20.0 3-19 44.8 3-19
3-103 3,809 21.8 3-19 20.0 1-19
3-104 3,384 20.0 3-19 45.6 3-19
J-105 3,816 23.3 3-19 20.0 3-19
3-106 3,819 22.1 3-19 20.0 3-19
3-107 3,434 20.0 3-19 44.2 3-19
3-200 3,845 23.4 1-19 20.0 3-19
3-201 3,837 20.2 3-19 20.0 3-19
3-202 3,420 20.0 3-19 46.1 3-19
3-203 3,833 22.4 3-19 20.0 3-19
J-205 3,808 20.0 3-206 20.0 3-206
3-206 3,378 20.0 1-205 46.9 3-205
J-207 3,825 22.0 3-19 20.0 1-19
3-209 3,817 20.0 1-210 20.0 3-210
J-210 3,389 20.0 3-19 46.6 3-19
J-211 3,811 20.0 J-19 21.4 3-19
3-212 3,831 20.5 3-19 20.0 3-19
J-213 3,837 20.7 3-19 20.0 3-19
3-214 3,426 20.0 3-19 45.8 1-19
3-300 3,814 20.0 3-302 20.0 3-302
3-301 3,778 20.0 3-302 20.0 J-302
1-302 3,351 20.0 J-301 45.7 3-301
3-303 3,814 20.0 J-304 20.0 J-304
1-304 3,415 20.0 3-19 45.0 3-19
J-305 3,814 20.0 J-304 20.2 J-304
3-306 3,796 20.0 3-308 21.1 1-308
Bentley Systems,Inc. Haestad Methods Solution Bentley WaterCAD V8i(SELECTseries 4)
1358-00814 PHASE 1 B WATERCAD.wtg Center [08.11.04.501
2/26/2015 27 Siemon Company Drive Suite 200 W Page 1 of 2
Watertown,CT 06795 USA +1-203-755-1666
Fire Flow Node FlexTable: Fire Flow Report
Current Time: 0.000 hours
Label Fire Flow Pressure Junction w/ Pressure Junction w/
(Available) (Calculated Minimum (Calculated Minimum
(gpm) Residual) Pressure(Zone) System Lower Pressure
(psi) Limit) (System)
(Psi)
J-307 3,799 20.0 J-308 20.0 J-308
J-308 3,387 20.0 J-307 46.2 J-307
J-309 3,705 20.0 J-319 20.0 J-319
J-310 3,810 20.0 J-311 20.0 J-311
J-311 3,396 20.0 3-19 46.4 J-19
J-312 3,810 20.0 J-311 20.5 J-311
J-313 3,814 20.0 J-315 20.6 J-315
J-315 3,788 20.0 J-317 20.4 J-317
J-316 3,788 20.0 J-317 20.0 J-317
J-317 3,366 20.0 J-316 46.0 J-316
J-319 1 3,2801 20.0 1 J-309 1 44.6 1 J-309
Bentley Systems,Inc. Haestad Methods Solution Bentley WaterCAD V8i(SELECTseries 4)
1358-00814 PHASE 1 B WATERCAD.wtg Center [08.11.04.501
2/26/2015 27 Siemon Company Drive Suite 200 W Page 2 of 2
Watertown,CT 06795 USA +1-203-755-1666
FlexTable: Junction Table
Current Time: 0.000 hours
Label Elevation Demand Hydraulic Grade Pressure
(ft) (gpm) (ft) (psi)
3-1 4,922.00 0 5,118.20 84.9
3-3 4,928.00 100 5,118.13 82.3
3-4 4,925.00 25 5,118.17 83.6
1-5 4,932.00 0 5,118.13 80.5
3-6 4,928.00 0 5,118.14 82.3
1-7 4,931.00 25 5,118.14 81.0
3-9 4,933.00 0 5,118.12 80.1
3-10 4,933.00 0 5,118.12 80.1
J-11 4,928.00 0 5,118.14 82.3
1-12 4,928.00 0 5,118.14 82.3
J-14 4,936.00 0 5,118.12 78.8
3-15 4,936.00 0 5,118.12 78.8
3-16 4,937.00 0 5,118.12 78.4
1-17 4,943.00 0 5,118.11 75.8
3-18 4,950.00 0 5,118.10 72.7
J-19 4,954.00 40 5,118.10 71.0
1-100 4,934.00 0 5,118.12 79.7
3-101 4,943.00 0 5,118,11 75.8
3-102 4,943.00 0 5,118.11 75.8
3-103 4,949.00 0 5,118.10 73.2
3-104 4,949.00 0 5,118.10 73.2
3-105 4,942.00 0 5,118.10 76.2
3-106 4,942.00 0 5,118.10 76.2
3-107 4,942.00 0 5,118.10 76.2
3-200 4,936.00 0 5,118.11 78.8
3-201 4,938.00 19 5,118.11 77.9
3-202 4,938.00 0 5,118.11 77.9
3-203 4,941.00 0 5,118.11 76.6
3-205 4,942.00 19 5,118.10 76.2
1-206 4,942.00 0 5,118.10 76.2
3-207 4,940.00 0 5,118.10 77.1
J-209 4,941.00 19 5,118.10 76.6
3-210 4,941.00 0 5,118.10 76.6
3-211 4,943.00 0 5,118.10 75.8
3-212 4,939.00 0 5,118.10 77.5
3-213 4,938.00 19 5,118.10 77.9
J-214 4,938.00 0 5,118.10 77.9
3-300 4,946.00 0 5,118.10 74.5
J-301 4,946.00 0 5,118.10 74.5
3-302 4,946.00 0 5,118.10 74.5
3-303 4,943.00 0 5,118.10 75.8
J-304 4,943.00 0 5,118.10 75.8
1-305 4,942.00 0 5,118.10 76.2
3-306 4,938.00 0 5,118.10 77.9
J-307 4,938.00 0 5,118.10 77.9
3-308 4,938.00 0 5,118.10 77.9
J-309 4,937.00 0 5,118.10 78.4
Bentley Systems,Inc. Haestad Methods Solution Bentley WaterCAD V8i(SELECTseries 4)
1358-00814 PHASE 1B WATERCAD.wtg Center [08.11.04,50]
2/26/2015 27 Siemon Company Drive Suite 200 W Page 1 of 2
Watertown,CT 06795 USA +1-203-755-1666
FlexTable: Junction Table
Current Time: 0.000 hours
Label Elevation Demand Hydraulic Grade Pressure
(ft) (9pm) (ft) (psi)
3-310 4,938.00 15 5,118.10 77.9
3-311 4,938.00 0 5,118.10 77.9
3-312 4,938.00 0 5,118.10 77.9
3-313 4,940.00 0 5,118.10 77.1
3-315 4,942.00 0 5,118.10 76.2
3-316 4,942.00 15 5,118.10 76.2
3-317 4,942.00 0 5,118.10 76.2
3-319 4,937.001 01 5,118.10 78.4
Bentley Systems,Inc. Haestad Methods Solution Bentley WaterCAD V8i(SELECTseries 4)
1358-00814 PHASE 18 WATERCAD.wtg Center [08.11.04.50]
2/26/2015 27 Siemon Company Drive Suite 200 W Page 2 of 2
Watertown,CT 06795 USA +1-203-755-1666
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