TABLE OF CONTENTS
VOLUME I Executive Summary Page No
I.
II.
III. IV.
V.
VI.
INTRODUCTION 1.1 General 1.2 Purpose and Scope
1 1
SUMMARY OF EXISTING UTILITY RELATED CONTRACTS 2.1 Water Supply 2.2 Wastewater
2 3
UTILITY EXTENSION POLICIES 3.1 Water and Wastewater
5
GOVERNING AGENCIES 4.1 Environmental Protection Agency 4.2 Texas Commission on Environmental Quality 4.3 Texas Water Development Board 4.4 Brazos River Authority 4.5 Region G Planning Group 4.6 United States Corps of Engineers 4.7 Texas Historical Commission
6 6 7 8 8 8 9
PLANNING 5.1 Planning Area 5.2 Land Use 5.3 Population 5.4 Definitions
10 10 11 12
WATER SYSTEM ANALYSIS 6.1 General 6.2 CCN & Planning Area 6.3 Water Treatment 6.4 Pressure Planes 6.5 Historical & Projected Water Demands 6.6 Estimated Hourly Demand Curve 6.7 Design Ideology 6.8 Wholesale Customers 6.9 System Model 6.10 Calibration 6.11 Demands, Population & Connections by Pressure Plane 6.12 Water Storage 6.13 Pump Stations 6.14 Water Transmission 6.15 Water Distribution
13 13 13 16 17 20 21 22 23 28 29 30 36 46 46
TOC - 1
6.16 6.17 6.18 6.19 6.20 6.21 VII.
720 Pressure Plane 785 Pressure Plane 835 Pressure Plane 876 Pressure Plane 920 Pressure Plane Recommended Improvements
48 49 49 50 51 52
WASTEWATER SYSTEM ANALYSIS 7.1 General 7.2 Wastewater Collection System 7.3 Existing Infrastructure 7.4 CCN, Planning Area, & Service Area 7.5 Sewer Basins 7.6 Wastewater Flows 7.7 Design Ideology & Criteria 7.8 Capacity, Management, Operations and Maintenance (CMOM) / Sanitary Sewer Overflow (SSO) Initiative 7.9 Previous Reports 7.10 Leon River Basins 7.11 Cedar Creek Basin 7.12 Pepper Creek Basin 7.13 Bird Creek Basin 7.14 Friars Creek Basin 7.15 Little River Basin 7.16 Boggy Creek Basin 7.17 Knob Creek Basin 7.18 Williamson Creek Basin 7.19 Little Elm Creek Basin
VIII. PHASING PLAN 8.01 General IX.
53 53 55 60 61 63 67 68 69 70 77 81 88 93 97 100 102 108 112 118
PROJECT DELIVERY 9.01 Selection of Engineer 9.02 Right-of-Way 9.03 Permitting 9.04 Preliminary Engineering 9.05 Final Engineering 9.06 Bidding 9.07 Construction Administration 9.08 On-site Representation 9.09 Final Acceptance 9.10 Warranty
119 119 120 121 122 122 122 123 123 123
TOC - 2
EXHIBITS EXHIBIT A – EXHIBIT B – EXHIBIT C – EXHIBIT D – EXHIBIT E – EXHIBIT F – EXHIBIT G – EXHIBIT H – EXHIBIT I – EXHIBIT J – EXHIBIT K – EXHIBIT L –
WATER CCN MAP WASTEWATER CNN MAP FUTURE LAND USE HISTORICAL AND PROJECTED MAXIMUM DAY DEMAND MEMBRANE PLANT LAYOUT EXISTING PRESSURE PLANES PROPOSED PRESSURE PLANES 2019 PRELIMINARY WATER MASTER PLAN WATER TRANSMISSON SYSTEM SCHEMATIC WASTEWATER BASIN MAP DRAINAGE SUB-BASIN MAP 2019 WASTEWATER MASTER PLAN
VOLUME II APPENDICES APPENDIX A
APPENDIX B APPENDIX C
APPENDIX D
APPENDIX E APPENDIX F APPENDIX G APPENDIX H APPENDIX I APPENDIX J APPENDIX K APPENDIX L
– UTILITY RELATED CONTRACTS City of Troy WCID No. 2 (Little River-Academy) City of Morgan’s Point Resort Arrowhead Hill Corporation Brazos River Authority (Temple Belton Regional Sewerage System) Brazos River Authority (Water Storage) Panda Temple Power II, LLC (Effluent and Water Purchase Agreement) – EXTENSION POLICY – INFRASTRUCTURE INVENTORY FORMS Lift Stations Pump Stations Tanks – EXISTING PUMP STATION PUMP CURVES Old High Service New High Service Avenue G Loop 363 Old Howard Road West Park FM 2305 Airport – WATER CALIBRATION – LOGICAL CONTROLS – OPINIONS OF PROBABLE COST FOR WATER SYSTEM PROJECTS – BASIN FLOW DIAGRAMS – WASTEWATER BASIN DESIGN FLOW CALCULATIONS – IMPACTS OF WASTERWATER PLANNING AREA – PROPOSED LIFT STATION CALCULATIONS – OPINION OF PROBABLE COST FOR WASTEWATER SYSTEM PROJECTS
TOC - 3
Appendix A
Appendix A Utility Related Contracts City of Troy
Appendix A Utility Related Contracts Bell County WCID No. 2 (Little River – Academy)
Appendix A Utility Related Contracts City of Morgan’s Point Resort
Appendix A Utility Related Contracts Arrowhead Hill Corporation
Appendix A Utility Related Contracts Brazos River Authority (Temple Belton Regional Sewerage System)
Appendix A Utility Related Contracts Brazos River Authority (Raw Water)
Appendix A Utility Related Contracts Panda Temple Power II, LLC (Effluent and Water Purchase Agreement)
Appendix B
Appendix C
Appendix C Infrastructure Inventory Forms Lift Stations
Lift Station
City of Temple Water & Wastewater Master Plan Infrastructure Assessment Lift Station: 19th- 21 S 19th St Type: Submersible Year Constructed: 1999 Pump
Capacity
HP
1
300gpm
3
1999
2
300gpm
3
1999
Total Wet Well Dimensions: 5' Cylinder x 20' deep Wet Well Condition: Good Dry Well Condition: None Piping Condition: Good Drainage Basin: Flow Meter:
Doshier Farm WWTP, Knob Creek
No
Auto Dialer/Omnisite: Electrical:
230 Volt- 3 phase
Ventilation: Security:
No
6' chain link fence
Confined Space: Odor:
Autodialer
No
None
Operational Issues: Moving Fence off of Property Line
May 2017
~ Age
Lift Station
City of Temple Water & Wastewater Master Plan Infrastructure Assessment Lift Station: 30th - 1524 S 30th St Type: Wet Well & Dry Well - Block Bldg. Year Constructed: 1986 Pump
Capacity
HP
~ Age
1
425gpm
15
1998
2
425gpm
15
1998
Total Wet Well Dimensions: 8' Cylinder x 14' deep Wet Well Condition: Good Dry Well Condition: Good Piping Condition: Good- replaced suction 2016 Drainage Basin: Flow Meter:
Doshier Farm WWTP, Knob Creek
No
Auto Dialer/Omnisite: Electrical:
230 Volt- 3 phase
Ventilation: Security:
Yes- could use more. (Added Roof Ventilation. Still needs Additional)
Brick Building
Confined Space: Odor:
Autodialer
Yes
Yes- Smells like onions
Operational Issues: None- Replaceing control panel 2017 due to age and deterioration. No lights. Narrow Drive. No Water.
May 2017
Lift Station
City of Temple Water & Wastewater Master Plan Infrastructure Assessment Lift Station: 40th- 2210 E Ave G Type: Wet Well & Dry Well - Self Prime Year Constructed: 1986 Pump
Capacity
HP
1
100gpm
3
2004
2
100gpm
3
2004
Total Wet Well Dimensions: 4' Cylinder x 12' deep Wet Well Condition: Good- replaced both pump 2017 Dry Well Condition: None Piping Condition: Good- replaced suction 2017 Drainage Basin: Flow Meter:
Doshier Farm WWTP, Knob Creek
No
Auto Dialer/Omnisite: Electrical:
230 Volt- 3 phase
Ventilation: Security:
Yes- under hatch
6' chain link fence
Confined Space: Odor:
Autodialer
No
None
Operational Issues: Replaced both pumps and suction 2017 Issues with Storm Flow
May 2017
~ Age
Lift Station
City of Temple Water & Wastewater Master Plan Infrastructure Assessment Lift Station: 55th- 2420 SW HK Dodgen Loop Type: Wet Well - Submersible Year Constructed: 2002 Pump
Capacity
HP
1
150gpm
5
2002
2
150gpm
5
2002
Total Wet Well Dimensions: 5' Cylinder x 14' deep Wet Well Condition: Good Dry Well Condition: None Piping Condition: Good Drainage Basin: Flow Meter:
Temple-Belton WWTP, Bird Creek
No
Auto Dialer/Omnisite: Electrical:
230 Volt- single phase
Ventilation: Security:
No
6' wooden privacy fence
Confined Space: Odor:
Autodialer
No
None
Operational Issues: Fence maintenance needed to protect from weather.
May 2017
~ Age
Lift Station
City of Temple Water & Wastewater Master Plan Infrastructure Assessment Lift Station: Action World- 3220 Little River Rd Type: Wet Well & Dry Well - Block Bldg. Year Constructed: 1978 Pump
Capacity
HP
1
80gpm
7.5
2005
2
80gpm
7.5
2004
Total Wet Well Dimensions: 5' Cylinder x 12' Deep Wet Well Condition: Fair to Good Dry Well Condition: Good Piping Condition: Good- Changed out Suction 2017 Drainage Basin: Flow Meter:
Doshier Fam WWTP, Knob Creek
No
Auto Dialer/Omnisite: Electrical:
230 Volt- 3 phase
Ventilation: Security:
Fan Forced
Block Building
Confined Space: Odor:
Auto Dialer
No
No
Operational Issues: None- Replaced control panel and wiring 2017 (Suction Line was Replaced)
May 2017
~ Age
Lift Station
City of Temple Water & Wastewater Master Plan Infrastructure Assessment Lift Station: Airport- 7720 Airport Rd Type: Hatch & Wet Well - Smith Pump Package Year Constructed: 1992 Pump
Capacity
HP
1
60gpm
5
2017
2
60gpm
5
2017
Total Wet Well Dimensions: 5' Cylinder x 14' Deep Wet Well Condition: Good- replaced suction Dry Well Condition: Good Piping Condition: Good- replaced suction Drainage Basin: Flow Meter:
Temple-Belton WWTP, Pepper Creek
No
Auto Dialer/Omnisite: Electrical:
230 Volt- Single phase
Ventilation: Security:
Under hatch
6' chain link fence
Confined Space: Odor:
Omnisite
None
None
Operational Issues: 2017 replaced both pumps & suction piping (Storm Flow Issues; evaluation pending new pump install)
May 2017
~ Age
Lift Station
City of Temple Water & Wastewater Master Plan Infrastructure Assessment Lift Station: Cliffs- 3310 Stratford Dr Type: Hatch /dry Pit - Smith Pump Package Year Constructed: 1981 Pump
Capacity
HP
~ Age
1
75gpm
7.5
2003
2
75gpm
7.5
2004
Total Wet Well Dimensions: 4' Cylinder x 7' Deep Wet Well Condition: Good shape- Need fresh water for cleaning Dry Well Condition: None Piping Condition: Good Drainage Basin: Flow Meter:
Temple-Belton WWTP, Bird Creek
No
Auto Dialer/Omnisite: Electrical:
230 Volt- Single phase
Ventilation: Security:
Under hatch
6' Wooden privacy fence
Confined Space: Odor:
Auto dialer
No
No
Operational Issues: Need fresh water. Wooden fences need staining and/or protection from weather. Grease removal by hand
May 2017
Lift Station
City of Temple Water & Wastewater Master Plan Infrastructure Assessment Lift Station: FM 2271- 49 FM 2271 Type: Cylinder Wet Well Year Constructed: 2007 Pump
Capacity
HP
1
100gpm
15
2
100gpm
15
~ Age
Total Wet Well Dimensions: 8' Cylinder x 20' Deep (fiberglass) Wet Well Condition: Good Dry Well Condition: Good Piping Condition: Good Drainage Basin: Flow Meter:
Temple-Belton WWTP, Leon River
No
Auto Dialer/Omnisite: Electrical:
460 Volt- 3 phase
Ventilation: Security:
No
6' Wooden privacy fence
Confined Space: Odor:
Auto dialer
No
No
Operational Issues: During heavy rain, runoff will enter wet well also could use fresh water. I/I @ Site ~ Gravel Added PVC cap behind fence coming out of ground
May 2017
Lift Station
City of Temple Water & Wastewater Master Plan Infrastructure Assessment Lift Station: FM 2305- 10520 W Adams Type: Cylinder Wet Well Year Constructed: 2008 Pump
Capacity
HP
1
200gpm
7.5
2
200gpm
7.5
~ Age
Total Wet Well Dimensions: 8' Cylinder x 14' Deep (fiberglass) Wet Well Condition: Good Dry Well Condition: None Piping Condition: Good Drainage Basin: Flow Meter:
Temple-Belton WWTP, Leon River
No
Auto Dialer/Omnisite: Electrical:
480 Volt- 3 phase
Ventilation: Security:
No
6' wooden privacy fence
Confined Space: Odor:
Autodialer
No
No
Operational Issues: Fence maintenance needed to protect from weather. Stands in Water level near Culverts. Water over Wet Well
May 2017
Lift Station
City of Temple Water & Wastewater Master Plan Infrastructure Assessment Lift Station: Friars Creek- 2420 W FM 93 Hwy Type: Wet Well & Drypit Year Constructed: 1997 Pump
Capacity
HP
1
2500gpm
200
2
2500gpm
200
3
2500gpm
200
4
600gpm
15
~ Age
Total Wet Well Dimensions: Rectangular roughly 10' x 24' x 29' Wet Well Condition: Good Dry Well Condition: Good Piping Condition: Good Drainage Basin: Flow Meter:
Temple-Belton WWTP, Friars Creek
At TB Plant
Auto Dialer/Omnisite: Electrical:
480 Volt- 3 phase
Ventilation: Security:
Yes- Fan Forced
6' chain link fence
Confined Space: Odor:
Autodialer and PLC through SCADA at TB
Monitoring in place
None
Operational Issues: Ragging and pump cycling issues. Hp too high and pumps off curve. High flow during rain events. Need more pumping capacity. Flow Spikes to Temple-Belton WWTP
May 2017
Lift Station
City of Temple Water & Wastewater Master Plan Infrastructure Assessment Lift Station: Hart Rd- 6986 N General bruce Dr Type: Submersible Year Constructed: 2004 Pump
Capacity
HP
~ Age
1
100gpm
10
2004
2
100gpm
10
2004
Total Wet Well Dimensions: 6' Cylinder x 19' deep Wet Well Condition: Good Dry Well Condition: None Piping Condition: Good Drainage Basin: Flow Meter:
Doshier Farm WWTP, Little Elm
No
Auto Dialer/Omnisite: Electrical:
230 Volt- 3 phase
Ventilation: Security:
No
6' chain link fence
Confined Space: Odor:
Autodialer
None
None
Operational Issues: Pulled genset and station should be coming off-line due to I-35 construction.
May 2017
Lift Station
City of Temple Water & Wastewater Master Plan Infrastructure Assessment Lift Station: Hickory- 4611 Chesnutt Type: Drypit with wetwell Year Constructed: 1966 or 1972 with TroyLS Pump
Capacity
HP
1
2400gpm
100
2
2400gpm
100
3
1200gpm
50
4
1200gpm
50
~ Age
Total Wet Well Dimensions: 6' x 17' x 20' deep Wet Well Condition: Good Dry Well Condition: Good Piping Condition: Good Drainage Basin: Flow Meter:
Temple-Belton WWTP, Bird Creek
Yes
Auto Dialer/Omnisite: Electrical:
480 Volt- 3 Phase
Ventilation: Security:
Fan Forced
6' chain link fence
Confined Space: Odor:
Omnisite
Yes- Monitoring in place
None
Operational Issues: Ragging of the pumps are really bad. High flow during rain events. Needs backup generator and fuel tank.
Hard to get portable down the hill and in place, especially at night. May look at air conditioning electrical room. Needs Portable Water. Needs Permanent Generator.
May 2017
Lift Station
City of Temple Water & Wastewater Master Plan Infrastructure Assessment Lift Station: Knob Creek- 3110 FM 3117 Type: Submersible Duplex Year Constructed: 2000 Pump
Capacity
HP
~ Age
1
400gpm
30
2000
2
400gpm
30
2000
Total Wet Well Dimensions: 8' Cylinder x 22' Deep Wet Well Condition: Good Dry Well Condition: None Piping Condition: Good Drainage Basin: Flow Meter:
Doshier Farm WWTP, Knob Creek
Connected to incoming line at the Doshier Plant
Auto Dialer/Omnisite: Electrical:
460 Volt- 3 phase
Ventilation: Security:
No
6' chain link fence
Confined Space: Odor:
Omnisite
No
None
Operational Issues: High flow forces creek into facility and road. Debris in Creek I/I during rain (possibly opening in pipeline)
May 2017
Lift Station
City of Temple Water & Wastewater Master Plan Infrastructure Assessment Lift Station: Lago Terra- 1564 Talon Dr Type: Cylinder Wetwell Year Constructed: 2011 Pump
Capacity
HP
1
80gpm
5
2
80gpm
5
~ Age
Total Wet Well Dimensions: 6' Cylinder x 12' Deep Wet Well Condition: good Dry Well Condition: good Piping Condition: good Drainage Basin: Flow Meter:
Temple-Belton WWTP, Leon River
No
Auto Dialer/Omnisite: Electrical:
230 volt single phase
Ventilation: Security:
no
6ft chain link fence
Confined Space: Odor:
Auto Dialer
none
none
Operational Issues: Trees growing over easement road. Road conveys storm water directly to lift station & washes out gravel
May 2017
Lift Station
City of Temple Water & Wastewater Master Plan Infrastructure Assessment Lift Station: Las Colinas- 6555 Las Colinas Dr Type: Cylinder wetwell Year Constructed: 2007 Pump
Capacity
HP
1
50gpm
5
2
50gpm
5
Total Wet Well Dimensions: 8' Cylinder x 21' deep Wet Well Condition: Good Dry Well Condition: None Piping Condition: Good Drainage Basin: Flow Meter:
Temple-Belton WWTP, Friars Creek
No
Auto Dialer/Omnisite: Electrical:
230 Volt- single phase
Ventilation: Security:
No
6' wooden privacy fence
Confined Space: Odor:
Autodialer
None
None
Operational Issues: Fence needs maintenance to protect from weather.
May 2017
~ Age
Lift Station
City of Temple Water & Wastewater Master Plan Infrastructure Assessment Lift Station: Little Flock- 1949 Curtis B Elliott Dr Type: Rectangular wet well to drywell original Year Constructed: 1970 +/Pump
Capacity
HP
1
65gpm
7.5
2
65gpm
7.5
~ Age
Total Wet Well Dimensions: Rectangular 2'5" x 8' x 12' Wet Well Condition: Fair Dry Well Condition: Unknown Piping Condition: Fair Drainage Basin: Flow Meter:
Doshier Farm WWTP, Knob Creek
No
Auto Dialer/Omnisite: Electrical:
230 Volt- 3 phase
Ventilation: Security:
Yes
Inside of metal building
Confined Space: Odor:
Autodialer
Yes
None
Operational Issues: Building is in rough shape. Upgraded control panel 2016. Not accessible with vac truck. Groundwater leak in drywell. Sump pump back to wet well.
May 2017
Lift Station
City of Temple Water & Wastewater Master Plan Infrastructure Assessment Lift Station: Northcliff- 1170 FM 2271 Type: Cylinder Year Constructed: 2010 Pump
Capacity
HP
1
150gpm
10
2
150gpm
10
Total Wet Well Dimensions: 5' Cylinder x 16' deep Wet Well Condition: Good Dry Well Condition: None Piping Condition: Good Drainage Basin: Flow Meter:
Temple-Belton WWTP, Leon River
No
Auto Dialer/Omnisite: Electrical:
480 Volt- 3 phase
Ventilation: Security:
No
6' chain link fence
Confined Space: Odor:
No
None
Operational Issues: High flow during rain events
May 2017
Omnisite
~ Age
Lift Station
City of Temple Water & Wastewater Master Plan Infrastructure Assessment Lift Station: Oak Hills- 9309 Trail Ridge Dr ( E of FM 317) Type: Cylinder Wet Well - Submersible Year Constructed: 2005 Pump
Capacity
HP
~ Age
1
110gpm
5
2005
2
110gpm
5
2005
Total Wet Well Dimensions: 8' Cylinder x 30' deep Wet Well Condition: Concrete with sray on liner- liner is coming off Dry Well Condition: None Piping Condition: Good Drainage Basin: Flow Meter:
Temple-Belton WWTP, Leon River
No
Auto Dialer/Omnisite: Electrical:
230 Volt- Single phase
Ventilation: Security:
None
7' wooden privacy fence
Confined Space: Odor:
Autodialer
None
None
Operational Issues: Liner is coming off when cleaning. Fence is in need of coating or sealing.
May 2017
Lift Station
City of Temple Water & Wastewater Master Plan Infrastructure Assessment Lift Station: Pea Ridge- 8011 Poison Oak Rd (1/4 mi W of Pea Ridge Dr) Type: Cylinder - Submersible Year Constructed: 1999 Pump
Capacity
HP
1
875gpm
20
2012
2
875gpm
20
2012
3
875gpm
20
2012
Total Wet Well Dimensions: 8' Cylinder x 24'6" deep Wet Well Condition: Good Dry Well Condition: None Piping Condition: Good Drainage Basin: Flow Meter:
Temple-Belton WWTP, Leon River
No
Auto Dialer/Omnisite: Electrical:
480 Volt- 3 phase
Ventilation: Security:
No
6' chain link fence
Confined Space: Odor:
Omnisite
No
None
Operational Issues: Lots of grease. Ease of access is not good. Access issues during storms
May 2017
~ Age
Lift Station
City of Temple Water & Wastewater Master Plan Infrastructure Assessment Lift Station: PFG- 11313 NW HK Dodgen Loop Type: Hatch drypit/wetwell - Smith Pump Package Year Constructed: 1998 Pump
Capacity
HP
1
110gpm
10
2
110gpm
10
3
110gpm
4
110gpm
Total Wet Well Dimensions: 5' Cylinder x 15' deep Wet Well Condition: Good Dry Well Condition: Good Piping Condition: Good Drainage Basin: Flow Meter:
Doshier Farm WWTP, Little Elm
No
Auto Dialer/Omnisite: Electrical:
480 Volt- 3 phase
Ventilation: Security:
Yes- Under hatch
6' chain link fence
Confined Space: Odor:
No
None
Operational Issues:
May 2017
Autodialer
~ Age
Lift Station
City of Temple Water & Wastewater Master Plan Infrastructure Assessment Lift Station: Service Center- 3216 E Ave H Type: Wet Well - Submersible Year Constructed: 2002 Pump
Capacity
HP
1
250gpm
10
2002
2
250gpm
10
2002
Total Wet Well Dimensions: 6' Cylinder x 18' Deep Wet Well Condition: Good Dry Well Condition: None Piping Condition: Good Drainage Basin: Flow Meter:
Doshier Farm WWTP, Little Elm
No
Auto Dialer/Omnisite: Electrical:
480 Bolt- 3 phase
Ventilation: Security:
No
6' Chain link fence
Confined Space: Odor:
No
No
Operational Issues: None
May 2017
Auto dialer
~ Age
Lift Station
City of Temple Water & Wastewater Master Plan Infrastructure Assessment Lift Station: Shallowford Type: Dry Pit Year Constructed: 1970- upgraded 1989 Pump
Capacity
HP
1
5000gpm
125
2
5000gpm
125
3
5000gpm
125
4
5000gpm
125
~ Age
Total Wet Well Dimensions: 6'x22'x26' Wet Well Condition: Good Dry Well Condition: Good Piping Condition: Fair Drainage Basin: Flow Meter:
Leon River
No- at TB plant
Auto Dialer/Omnisite: Electrical:
460 Volts- 3 phase
Ventilation: Security:
Fan Forced
6' chain link fence
Confined Space: Odor:
Communication is tied into TB Plant SCADA/ Autodialer
Continuous monitoring in place
None
Operational Issues: Continuous ragging issues during low flow. Surge check is in poor condition down in drypit
May 2017
Lift Station
City of Temple Water & Wastewater Master Plan Infrastructure Assessment Lift Station: Steeplechase- 4902 Ascot Parkway Type: Submersible Year Constructed: 1981 +/Pump
Capacity
HP
1
250gpm
20
2
250gpm
20
Total Wet Well Dimensions: 8' Cylinder x 30' deep Wet Well Condition: Good Dry Well Condition: Poor Piping Condition: Good Drainage Basin: Flow Meter:
Temple-Belton WWTP, Bird Creek
No
Auto Dialer/Omnisite: Electrical:
230 Volt- 3 phase
Ventilation: Security:
None
6Ft Wooden privacy fence
Confined Space: Odor:
None
None
Operational Issues: Grease issues- Very high
May 2017
Autodialer
~ Age
Lift Station
City of Temple Water & Wastewater Master Plan Infrastructure Assessment Lift Station: Timber Ridge- 2921 Timber Ridge Rd Type: Hatch drypit/ wetwell - Smith Pump Package Year Constructed: 1994 Pump
Capacity
HP
1
80gpm
3
2003
2
80gpm
3
2003
Total Wet Well Dimensions: 5' Cylinder x 10' deep Wet Well Condition: Good Dry Well Condition: None Piping Condition: Good Drainage Basin: Flow Meter:
Temple-Belton WWTP, Bird Creek
No
Auto Dialer/Omnisite: Electrical:
230 Volt- single phase
Ventilation: Security:
Yes- Under hatch
6' wooden privacy fence
Confined Space: Odor:
Autodialer
No
None
Operational Issues: Fence maintenance needed to protect from weather. Needs Potable Water.
May 2017
~ Age
Lift Station
City of Temple Water & Wastewater Master Plan Infrastructure Assessment Lift Station: Tranum- 5615 Midway Dr Type: Cylinder wet well with dry pit Year Constructed: 1989 Pump
Capacity
HP
1
95gpm
3
2015
2
95gpm
3
2015
Total Wet Well Dimensions: 6' Cylinder x 22' deep Wet Well Condition: Good Dry Well Condition: Good Piping Condition: Good Drainage Basin: Flow Meter:
Temple-Belton WWTP, Pepper Creek
No
Auto Dialer/Omnisite: Electrical:
230 volt single phase
Ventilation: Security:
Yes
Hatch door locked to dry pit and wet well
Confined Space: Odor:
Yes
None
Operational Issues: None
May 2017
Auto dialer
~ Age
Lift Station
City of Temple Water & Wastewater Master Plan Infrastructure Assessment Lift Station: Troy- 4841 N General Bruce Dr Type: Dry Pit & Wet Well Year Constructed: Original 1966-August 2002 renovation Pump
Capacity
HP
~ Age
1
1900gpm
150
2005
2
1900gpm
150
2005
Total Wet Well Dimensions: 8'x20'x24' rectangular Wet Well Condition: Good Dry Well Condition: Good/ Needs fresh water Piping Condition: Good Drainage Basin: Flow Meter:
Doshier Farm WWTP, Little Elm
No
Auto Dialer/Omnisite: Electrical:
480 Volts- 3 phase
Ventilation: Security:
Continuous monitoring equipment
6' chain link fence
Confined Space: Odor:
Omnisite
None
None
Operational Issues: Need fresh water. Installed new rubber roof with new trim in 2016. In 2002 at time of renovation this station
was 30 years old. Original construction of this station was in 1966.
May 2017
Lift Station
City of Temple Water & Wastewater Master Plan Infrastructure Assessment Lift Station: Valley Ranch- 7245 Dubose Rd Type: Submersible Year Constructed: 2005 Pump
Capacity
HP
1
200gpm
20
2
200gpm
20
Total Wet Well Dimensions: 10' Cylinder x 18' deep Wet Well Condition: Good Dry Well Condition: None Piping Condition: Good Drainage Basin: Flow Meter:
Temple-Belton WWTP, Bird Creek
No
Auto Dialer/Omnisite: Electrical:
480 Volt- 3 phase
Ventilation: Security:
No
6' wooden privacy fence
Confined Space: Odor:
Autodialer
None
None
Operational Issues: Fence need repair and sealing from weather. Permanent Generator
May 2017
~ Age
Lift Station
City of Temple Water & Wastewater Master Plan Infrastructure Assessment Lift Station: Wendland Rd- 1775 Moore's Mill Rd Type: Cylinder wet well Year Constructed: Pump
Capacity
HP
1
125gpm
30
2
125gpm
30
~ Age
Total Wet Well Dimensions: 5' Cylinder x 20' deep Wet Well Condition: Good Dry Well Condition: None Piping Condition: Good Drainage Basin: Flow Meter:
No
No
Auto Dialer/Omnisite: Electrical:
480 Volt- 3 phase- but using inverter onsite
Ventilation: Security:
No
6' chain link fence
Confined Space: Odor:
Autodialer
No
None
Operational Issues: Pumps pulled in 2015 due to sitting in unused environment. They are stored at the Doshier Plant
May 2017
Lift Station
City of Temple Water & Wastewater Master Plan Infrastructure Assessment Lift Station: Williamson Creek- 2520 Hwy 53 East Type: Drypit with rectangular wetwell Year Constructed: 1974 +/Pump
Capacity
HP
1
2800gpm
100
2
2800gpm
100
3
2800gpm
100
~ Age
Total Wet Well Dimensions: Rectangular 10' x 26' x 25' Wet Well Condition: Good (look at grating over wet well instead of plates) Dry Well Condition: Good Piping Condition: Good Drainage Basin: Flow Meter:
Doshier Farm WWTP, Little Elm
at Doshier on combined flow from 40th LS
Auto Dialer/Omnisite: Electrical:
460 Volt- 3 Phase
Ventilation: Security:
Fan Forced
6' chain link fence
Confined Space: Odor:
Tied into Doshier SCADA and autodialer
Yes- Monitoring in place
Slight
Operational Issues: Need building modifications and possibly recommend new fence ( dress up appearance) Portable Generator Housed @ WC
May 2017
Lift Station
City of Temple Water & Wastewater Master Plan Infrastructure Assessment Lift Station: Wilson Park- Ave H in Wilson Park Type: Cylinder Wetwell Year Constructed: 2007 Pump
Capacity
HP
1
56gpm
3
2
56gpm
3
Total Wet Well Dimensions: 6' Cylinder x 30' deep Wet Well Condition: Good Dry Well Condition: Good Piping Condition: Good Drainage Basin: Flow Meter:
Doshier Farm WWTP, Knob Creek
No
Auto Dialer/Omnisite: Electrical:
230 Volt- Single phase
Ventilation: Security:
No
6' chain link fence
Confined Space: Odor:
No
None
Operational Issues: None
May 2017
Auto dialer
~ Age
Appendix C Infrastructure Inventory Forms Pump Stations
Pump Station
City of Temple Water & Wastewater Master Plan Infrastructure Assessment
Pump Station:
Airport 2010
Year Constructed:
Pump
Capacity
TDH
HP
~ Age
1
1250 gpm
165'
100
7 yrs
2
1250 gpm
165'
100
7 yrs
3
1250 gpm
165'
100
7 yrs
Building Condition: Piping Condition:
Good
Good
Slow closing check/pump control valve: Zone Served: Flow Meter:
N/A Year Last Improved: ___________________
Yes
835 Yes, in working calibrated condition
Pressure Gages: Yes, and in working condition along with pressure sensor hooked to SCADA Surge Relief (bypass):
Yes, and in working condition
Electrical: Eaton VFD's, Portable Backup Generation Capabilities Added this Year Ventilation: Security:
Yes, exhaust fans with louvers.
Yes, Camera and door alarms
Operational Issues: No known issues at the present time
May 2017
Pump Station
City of Temple Water & Wastewater Master Plan Infrastructure Assessment
Pump Station:
Avenue G 1935
Year Constructed:
pg1 N/A Year Last Improved: ___________________
Pump
Capacity
TDH
HP
1
2500 gpm
180'
150
14 yrs
2
3500 gpm
200'
250
14 yrs
3
1500 gpm
167'
100
14 yrs
4A
2100 gpm
200'
150
14 yrs
Building Condition: Piping Condition:
Good
Good
Slow closing check/pump control valve: Zone Served: Flow Meter:
~ Age
Check Valve
876 Yes, Rosemont (2)
Pressure Gages: Yes, and in working condition along with pressure sensor hooked to SCADA Surge Relief (bypass):
No.
Electrical: GE Soft start on P1- 4B, P-5 is on a VFD, there is backup power generator onsite. Ventilation: Security:
Yes, Exhaust fans with louvers.
Yes, Camera and door alarms
Operational Issues: No know issues at the present time
May 2017
Pump Station
City of Temple Water & Wastewater Master Plan Infrastructure Assessment
Pump Station:
Avenue G
pg2
1935
Year Constructed:
N/A Year Last Improved: ___________________
Pump
Capacity
TDH
HP
4B
2100 gpm
200'
150
14 yrs
5
2100 gpm
200'
125
14 yrs
Building Condition: Piping Condition:
Good
Good
Slow closing check/pump control valve: Zone Served: Flow Meter:
~ Age
Check Valve
876 Yes, Rosemont (2)
Pressure Gages: Yes, and in working condition along with pressure sensor hooked to SCADA Surge Relief (bypass):
Yes, and in working condition
Electrical: GE Soft start on P1- 4B, P-5 is on a VFD, there is backup power generator onsite. Ventilation: Security:
Yes, Exhaust fans with louvers.
Yes, Camera and door alarms
Operational Issues: No know issues at the present time
May 2017
Pump Station
City of Temple Water & Wastewater Master Plan Infrastructure Assessment
Pump Station:
FM 2305 1980
Year Constructed:
Pump
Capacity
TDH
HP
1
1174 gpm
283'
125
14 yrs
2
1174 gpm
283'
125
14 yrs
3
725 gpm
148'
40
14 yrs
4
725 gpm
148'
40
14 yrs
Building Condition: Piping Condition:
~ Age
Good
Good
Slow closing check/pump control valve: Zone Served:
N/A Year Last Improved: ___________________
Yes, Cla-Val
835
Flow Meter: Yes, Trans Time Flow Meter (Model 4400) Eastech Flow Contols Pressure Gages: Yes, and in working condition along with pressure sensor hooked to SCADA. Surge Relief (bypass):
Yes, and in working condition.
Electrical: GE Soft start on P1- 4, there is backup generator capabilities that was added this year. Ventilation: Security:
Yes, Exhaust fans with louvers.
Yes, Camera and door alarms
Operational Issues: Pump Control Valve/Pressure Sustaining Valve Pressure Gauges
May 2017
Pump Station
City of Temple Water & Wastewater Master Plan Infrastructure Assessment
Loop 363
Pump Station:
1978
Year Constructed:
Pump
Capacity
TDH
HP
1
2750 gpm
100'
100
14 yrs
2
2750 gpm
100'
100
14 yrs
3
3750 gpm
85'
100
14 yrs
4
2750 gpm
100'
100
14 yrs
Building Condition: Piping Condition:
Flow Meter:
~ Age
Good
Good
Slow closing check/pump control valve: Zone Served:
N/A Year Last Improved: ___________________
Yes
785 Yes, Rosemont
Pressure Gages: Yes, and in working condition along with pressure sensor hooked to SCADA Surge Relief (bypass):
Yes, and in working condition
Electrical: GE soft start, backup generator on site was added this year. Ventilation: Security:
Yes, exhaust fans with louvers.
Yes, Camera and door alarms
Operational Issues: Valves - Covered up? Inoperable Valves?
Access Issue
May 2017
Pump Station
City of Temple Water & Wastewater Master Plan Infrastructure Assessment
Pump Station:
Old Howard 1989
Year Constructed:
Pump
Capacity
TDH
HP
1
2000 gpm
270
200
14 yrs
2
2000 gpm
270
200
14 yrs
3
1163 gpm
200
75
3 yr
4
1163 gpm
200
75
3 yr
Building Condition: Piping Condition:
Flow Meter:
~ Age
Good
Good
Slow closing check/pump control valve: Zone Served:
N/A Year Last Improved: ___________________
Yes
920 Yes, insertion
Pressure Gages: Yes, and in working condition along with pressure sensor hooked to SCADA Surge Relief (bypass):
Yes, and in working condition
Electrical: GE Soft Start, Back Generation capabilities added this year Ventilation: Security:
Yes, exhaust fans with louvers.
Yes, Camera and door alarms
Operational Issues: No know issues at the present time
May 2017
Pump Station
City of Temple Water & Wastewater Master Plan Infrastructure Assessment
Pump Station:
West Park 1980
Year Constructed:
Pump
Capacity
TDH
HP
1
1460 gpm
76'
40
14 yrs
2
1460 gpm
76'
40
14 yrs
3
1460 gpm
76'
40
14 yrs
Building Condition: Piping Condition:
Flow Meter:
~ Age
Good
Good
Slow closing check/pump control valve: Zone Served:
N/A Year Last Improved: ___________________
lever & weight check valve
920 Yes, insertion
Pressure Gages: Yes, and in working condition along with pressure sensor hooked to SCADA Surge Relief (bypass):
Yes and in working condition
Electrical: GE soft start, Back Generation capabilities added this year Ventilation: Security:
Yes,exhaust fans with louvers.
Yes, Camera and door alarms
Operational Issues: No known issues at the present time
May 2017
Appendix C Infrastructure Inventory Forms Tanks
Tank
City of Temple Water & Wastewater Master Plan Infrastructure Assessment
Tank:
25th Street
Year Constructed: Capacity:
2007, Composite
1.0 MG
Rehabilitated:
NO
Scope: Control Valve:
Cla-Val
Coating System:
Yes, Sherwin/Williams
Cathodic Protection: Zone:
NO
876
Water Quality/Chlorine Residual: Level Sensors:
Yes
Operating Range: Security:
May 2017
24' to 36.5' of the 40' bowl; Manually Filled ____________________________
Yes, door alarms and intruder resistant fence
Operational Issues: None
Good, Previously Problematic; Adjusted Pumping
Tank
City of Temple Water & Wastewater Master Plan Infrastructure Assessment
Tank:
720
Year Constructed: Capacity:
2004, Composite
1.0 MG
Rehabilitated:
NO
Scope: Control Valve:
Cla-Val
Coating System:
Yes, Tnemc
Cathodic Protection: Zone:
NO
720
Water Quality/Chlorine Residual: Level Sensors:
Yes,
Operating Range: Security:
28' to 36' of the 40' bowl ____________________________
Yes, door alarms & intruder resistant fence
Operational Issues: Added Area with Charter Oak Rehab Schedule
May 2017
Good; has to be managed
Tank
City of Temple Water & Wastewater Master Plan Infrastructure Assessment
Tank:
Airport
Year Constructed: Capacity:
1982, Welded Steel, Multi-Legged
1.5 MG
Rehabilitated:
Yes, May 2015
Scope: Control Valve:
Full Interior/Exterior Blast & Recoat Yes, Cla-Val
Coating System:
Yes, Tnemc
Cathodic Protection: Zone:
NO
785
Water Quality/Chlorine Residual: Level Sensors:
Yes, Rosemont
Operating Range: Security:
May 2017
26' to 34' of the 35' bowl ____________________________
Intruder resistant fence
Operational Issues: None
Good
Tank
City of Temple Water & Wastewater Master Plan Infrastructure Assessment
Tank:
Apache
Year Constructed: Capacity:
1971, Welded Steel, Multi-Legged
.5 MG
Rehabilitated:
Yes, 2005
Scope: Control Valve:
Full Interior/Exterior Blast & Recoat Yes, Cal-Val
Coating System:
Yes, Tnemc
Cathodic Protection: Zone:
Yes, but is turned off
785
Water Quality/Chlorine Residual: Level Sensors:
Yes, Rosemont
Operating Range: Security:
Good
20' to 35' of the 36' bowl ____________________________
Yes, Intruder Resistant fence
Operational Issues: This tank doesn't get worked as much as the other in the 785 Zone due to the working limits on the other tanks in
the same pressure plane
May 2017
Tank
City of Temple Water & Wastewater Master Plan Infrastructure Assessment
Tank:
FM 2483
Year Constructed: Capacity:
2009, Composite
1.0 MG
Rehabilitated:
NO
Scope: Control Valve:
Yes, Cla-Val
Coating System:
Yes, Tnemc
Cathodic Protection: Zone:
NO
835
Water Quality/Chlorine Residual: Level Sensors:
Yes, Automatic Control w/Airport PS, Using Manually
Operating Range: Security:
Good
30' to 35' of the 40' bowl ____________________________
Yes, door alarms & intruder resistant fence
Operational Issues: This tank does not get worked as much as it should to keep the chlorine residual fresh due to pressure limitation
for the pressure plane it supports and the limits required at Pepper Creek EST.
May 2017
Tank
City of Temple Water & Wastewater Master Plan Infrastructure Assessment
Tank:
Nugent
Year Constructed: Capacity:
1939, Welded Steel, Multi-Legged, Riveted
.5 MG
Rehabilitated:
Yes, 2013
Scope: Control Valve:
Yes, Cla-Val
Coating System:
Yes, Tnemc
Cathodic Protection: Zone:
NO
876
Water Quality/Chlorine Residual: Level Sensors:
Yes, Rosemont
Operating Range: Security:
Good
18' to 38' of the 39.3' bowl ____________________________
Yes, intruder resistant fence
Operational Issues: This tank doesn't move as much as the other tanks in the pressure plane Does not track with West Park Have to Force Cycling
May 2017
Tank
City of Temple Water & Wastewater Master Plan Infrastructure Assessment
Tank:
Pepper Creek
Year Constructed: Capacity:
1987, Welded Steel, Multi-Legged
.25 MG
Rehabilitated:
Yes, 2012
Scope: Control Valve:
Full Interior/Exterior Cla-Val
Coating System:
Yes, Tnemc
Cathodic Protection: Zone:
NO
835
Water Quality/Chlorine Residual: Level Sensors:
Yes, Rosemont
Operating Range: Security:
21.6' to 24.5' of the 25' bowl ____________________________
Yes, intruder resistant fence
Operational Issues: This tank is too small for the zone it supports.
May 2017
Good
Tank
City of Temple Water & Wastewater Master Plan Infrastructure Assessment
Tank:
Range
Year Constructed: Capacity:
1979, Welded Steel, Multi-Legged
1.0 MG
Rehabilitated:
Yes, June 2015
Scope: Control Valve:
Full Interior/Exterior Blast & Recoat Cla-Val
Coating System:
Yes, Tnemc
Cathodic Protection: Zone:
NO
920
Water Quality/Chlorine Residual: Level Sensors:
Yes, Rosemont
Operating Range: Security:
May 2017
22' to 31' of the 35' bowl ____________________________
Yes, intruder resistant fence
Operational Issues: None
Good
Tank
City of Temple Water & Wastewater Master Plan Infrastructure Assessment
Tank:
Scott
Year Constructed: Capacity:
1968, Welded Steel, Multi-Legged
1.0 MG
Rehabilitated:
Yes, 2005
Scope: Control Valve:
Cla-Val
Coating System:
Yes, Tnemc
Cathodic Protection: Zone:
Yes, but is turned off
785
Water Quality/Chlorine Residual: Level Sensors:
Yes,
Operating Range: Security:
24' to 27.8' of the 30' bowl ____________________________
Yes, door alarm & intruder resistant fence
Operational Issues: #1 Rehab Priority
May 2017
Good
Tank
City of Temple Water & Wastewater Master Plan Infrastructure Assessment
Tank:
Taylor
Year Constructed: Capacity:
1979, Welded Steel, Multi-Legged
1.0 MG
Rehabilitated:
2012
Scope: Control Valve:
Full Interior/Exterior Yes, Cla-Val
Coating System:
Yes, Tnemc
Cathodic Protection: Zone:
NO
876
Water Quality/Chlorine Residual: Level Sensors:
Yes,
Operating Range: Security:
Good
20' to 33' of the 35' bowl ____________________________
Yes, intruder resistant fence
Operational Issues: This tank is hard to keep water in the bowl when Panda Power Plant is pulling water from the zone. Mixing System
May 2017
Tank
City of Temple Water & Wastewater Master Plan Infrastructure Assessment
Tank:
West Park
Year Constructed: Capacity:
1958, Welded Steel Multi-Legged
1.0 MG
Rehabilitated:
2007
Scope: Control Valve:
Full Interior/Exterior Yes, Cla-Val
Coating System:
Yes, Tnemc
Cathodic Protection: Zone:
NO
876
Water Quality/Chlorine Residual: Level Sensors:
Yes,
Operating Range: Security:
Yes,
Operational Issues: None
May 2017
Good
24' to 34' of the 35' bowl ____________________________
Appendix D
Appendix D Existing Pump Station Pump Curves Old High Service
P10, P14, P15 OLD HS
P11A Old HS
Appendix D Existing Pump Station Pump Curves New High Service
P19 & P20 New HS
Appendix D Existing Pump Station Pump Curves Avenue G
Appendix D Existing Pump Station Pump Curves Loop 363
Appendix D Existing Pump Station Pump Curves Old Howard Road
Appendix D Existing Pump Station Pump Curves West Park
Appendix D Existing Pump Station Pump Curves FM 2305
Appendix D Existing Pump Station Pump Curves Airport
350
300
16.5 in
60
70
75 80 82
250 82
Head - ft
80 200 13.3125 in 13 in
75 60
70
81.4
75
70
50 hp80
150
80
150 hp
60 hp 75
100
125 hp 70
100 hp
75 hp
50
NPSHr - ft
0 60
200
400
600
800
1000
1200
1400
200
400
600
800
1000
1200
1400
1600
1800
2000
2200
2400
2600
2800
3000
1600
1800
2000
2200
2400
2600
2800
3000
40
20
0
US gpm Company: Name: 12/10/2008
AURORA PUMPS Catalog: Aurora Pumps.60, Vers 3.6 410 1 STG SPLIT CASE - 1800 Design Point: 1250 US gpm, 165 ft
Size: 5x6x17 Speed: 1775 rpm Dia: 13.3125 in Curve: 2PC-144788A Impeller: 444A329
Appendix E
8" 36"
18"
12"
12"
24"
12"
30"
8" 36"
18 "
8"
4
8"
e R oad Ridg
"
30
12"
Stree
12"
Midw
8"
12"
Road Ford
8"
ory R
oad
its
low
a Ch
Lim
12"
Shal
27"
ity e C l p Tem ive Dr k Oa tr er
12"
12"
Tem
7
36 "
ONLY
ay Dr ive
14"
1
31st
"
2
8"
12
30"
t
Pea
10"
8"
" 12
27"
ple C ity L imits
12"
le Cit y Lim its
10"
Temp
Hick
27"
720 12" PRESSURE12" PLANE 8"
12"
30"
12"
3
ey R oad
12"
8"
r
ve
Ri
30"
Old
12"
8"
on
Pois on O ak
Kegl
Le
Wac o R oad
6 27"
9
12"
8
12"
18"
CITY OF TEMPLE, TEXAS 12"
n
12"
36"
Ho g a
12"
12"
30"
24"
PROPOSED G.S.T. 8" (2.0 M.G.)
12"
8"
12"
PROPOSED HWY 317 835/785 P.S.
8"
8"
24"
720 PRESSURE RECORDING LOCATIONS KASBERG, PATRICK & ASSOCIATES, LP
its Lim City le
c 2018 Kasberg, Patrick & Assoc. LP P:\Temple\2017\2017-131 Master Plan\CAD\PRESSURE RECORDER LOCATIONS.dwg
CONSULTING ENGINEERS
36"
785
TEMPLE, TEXAS 76501 Firm Registration No. F-510
AUGUST 2018
Marla ndwo EXHIBIT od RB o
ad
PRESSURE RECORDER DATA 720-01 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 08/14/18
08/15/18
08/16/18
08/17/18
08/18/18
08/19/18
08/20/18
08/21/18 720-01
08/22/18
08/23/18
08/24/18
08/25/18
08/26/18
08/27/18
08/28/18
PRESSURE RECORDER DATA 720-02, 720-03 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 08/14/18
08/15/18
08/16/18
08/17/18
08/18/18
08/19/18
08/20/18
08/21/18 720-02
08/22/18 720-03
08/23/18
08/24/18
08/25/18
08/26/18
08/27/18
08/28/18
PRESSURE RECORDER DATA 720-04, 720-06, 720-08 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 08/14/18
08/15/18
08/16/18
08/17/18
08/18/18
08/19/18
08/20/18 720-04
08/21/18 720-06
08/22/18 720-08
08/23/18
08/24/18
08/25/18
08/26/18
08/27/18
08/28/18
PRESSURE RECORDER DATA 720-07 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 08/14/18
08/15/18
08/16/18
08/17/18
08/18/18
08/19/18
08/20/18
08/21/18 720-07
08/22/18
08/23/18
08/24/18
08/25/18
08/26/18
08/27/18
08/28/18
PRESSURE RECORDER DATA 720-09 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 08/14/18
08/15/18
08/16/18
08/17/18
08/18/18
08/19/18
08/20/18
08/21/18 720-09
08/22/18
08/23/18
08/24/18
08/25/18
08/26/18
08/27/18
08/28/18
18"
18"
8"
15
Ridg e
8"
18"
12"
Pea
18"
"
Ro ad
Road Hilla rd
785 PRESSURE PLANE
Road ley
"
r
ve
Ri
o R oad Oak
Wac
12"
30"
12"
Old
on Le
27 "
12"
18
36"
"
18"
11
8"
CITY OF TEMPLE, TEXAS
12"
18
13
12"
30"
18"
12"
36"
12"
12"
24"
12"
hard
8"
36"
Hoga n
Pois on
12"
12
30"
8"
PROPOSED G.S.T. 8" (2.0 M.G.)
nt
8"
8"
24"
24"
PROPOSED HWY 317 835/785 P.S.
36
Eber
3
Nuge
t Ro ad
12"
" 12
24"
18"
12"
Cear
12 "
24"
24"
12"
Blvd.
12"
12"
8"
d Ol
8"
4
2
30"
Road trial
d ar
24"
24"
Indus
8"
w Ho
Pea
Tem
835 PRESSURE PLANE
10
Ridg
8"
Road
e R oad
8"
ple C ity L imits
8"
View
12
24"
8" To n's rga Mo int Po ort s Re
Prair ie
18"
dland
Road
Draughon-Miller Regional Airport
14"
8"
18"
8"
12"
ne R oad
8"
17
14"
McLa
Wen
To Mor gan Poin 's Res t ort
785 PRESSURE RECORDING LOCATIONS
8 9
KASBERG, PATRICK & ASSOCIATES, LP CONSULTING ENGINEERS TEMPLE, TEXAS 76501 Firm Registration No. F-510
AUGUST 2018
EXHIBIT D-1
MKT R
TEMPLE, TEXAS 76501 Firm Registration No. F-510
EXHIBIT D-2
14" 14"
12"
8" Roa d
8"
6"
12"
12"
ailro ad
PROPOSED E.S.T. 720 (1.5 M.G.)
12"
8"
rick
12"
12"
8"
Bluf f
8"
Hart
Tem ple C ity L imits CONSULTING ENGINEERS
12"
UP R
30" 30"
KASBERG, PATRICK & ASSOCIATES, LP
12"
8"
6"
785 PRESSURE RECORDING LOCATIONS
12"
ts Limi
24"
8"
30"
CITY OF TEMPLE, TEXAS
14"
14"
24" PROPOSED 785/876 P.S.
Road
12"
d
12"
City
8" Rai wn o t rge Geo
Wate rs D airy Road
24" PROPOSED G.S.T. (2.0 M.G.)
Barn hardt
5th
Hollow
Road
Tem ple
30"
Sleepy
24"
Stree t
12"
Black land
lroa
AUGUST 2018
12" ailro ad
24"
14"
8"
Cany on C reek Drive
24"
12"
Rd.
ndwo od R oad
12"
24"
Case
Marla
Lim it City ple
"
Tem
36
PROPOSED E.S.T. 785 (1.0 M.G.)
24"
785 PRESSURE 24" PLANE
s
36"
20"
14"
ad
8 12"
PR
" 14
5
Hick or
Road Ford
8"
Shal lo w
k Oa r e art Ch
8"
19
12"
e
iv Dr
y Ro
6
12"
p le Tem
s imit L y Cit
12"
12"
ONLY
Midw ay Dr ive
12"
1
8"
12" 12"
c 2018 Kasberg, Patrick & Assoc. LP P:\Temple\2017\2017-131 Master Plan\CAD\PRESSURE RECORDER LOCATIONS.dw
PRESSURE RECORDER DATA 785-01 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 08/01/18
08/02/18
08/03/18
08/04/18
08/05/18
08/06/18
08/07/18 785-01
08/08/18
08/09/18
08/10/18
08/11/18
08/12/18
08/13/18
PRESSURE RECORDER DATA 785-02, 785-03, 785-04 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 08/01/18
08/02/18
08/03/18
08/04/18
08/05/18
08/06/18
08/07/18 785-02
785-03
08/08/18 785-04
08/09/18
08/10/18
08/11/18
08/12/18
08/13/18
PRESSURE RECORDER DATA 785-05, 785-06 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 08/01/18
08/02/18
08/03/18
08/04/18
08/05/18
08/06/18
08/07/18 785-05
08/08/18 785-03
08/09/18
08/10/18
08/11/18
08/12/18
08/13/18
PRESSURE RECORDER DATA 785-07 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 08/01/18
08/02/18
08/03/18
08/04/18
08/05/18
08/06/18
08/07/18 785-07
08/08/18
08/09/18
08/10/18
08/11/18
08/12/18
08/13/18
PRESSURE RECORDER DATA 785-08, 785-09 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 08/01/18
08/02/18
08/03/18
08/04/18
08/05/18
08/06/18
08/07/18 785-08
08/08/18 785-09
08/09/18
08/10/18
08/11/18
08/12/18
08/13/18
PRESSURE RECORDER DATA 785-10 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 08/01/18
08/02/18
08/03/18
08/04/18
08/05/18
08/06/18
08/07/18 785-10
08/08/18
08/09/18
08/10/18
08/11/18
08/12/18
08/13/18
PRESSURE RECORDER DATA 785-11 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 08/01/18
08/02/18
08/03/18
08/04/18
08/05/18
08/06/18
08/07/18 785-11
08/08/18
08/09/18
08/10/18
08/11/18
08/12/18
08/13/18
PRESSURE RECORDER DATA 785-12, 785-13 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 08/01/18
08/02/18
08/03/18
08/04/18
08/05/18
08/06/18
08/07/18 785-12
08/08/18 785-13
08/09/18
08/10/18
08/11/18
08/12/18
08/13/18
PRESSURE RECORDER DATA 785-14, 785-16 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 08/01/18
08/02/18
08/03/18
08/04/18
08/05/18
08/06/18
08/07/18 785-14
08/08/18 785-16
08/09/18
08/10/18
08/11/18
08/12/18
08/13/18
PRESSURE RECORDER DATA 785-15, 785-17 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 08/01/18
08/02/18
08/03/18
08/04/18
08/05/18
08/06/18
08/07/18 785-15
08/08/18 785-17
08/09/18
08/10/18
08/11/18
08/12/18
08/13/18
PRESSURE RECORDER DATA 785-18 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 08/01/18
08/02/18
08/03/18
08/04/18
08/05/18
08/06/18
08/07/18 785-18
08/08/18
08/09/18
08/10/18
08/11/18
08/12/18
08/13/18
PRESSURE RECORDER DATA 785-19 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 08/01/18
08/02/18
08/03/18
08/04/18
08/05/18
08/06/18
08/07/18 785-19
08/08/18
08/09/18
08/10/18
08/11/18
08/12/18
08/13/18
8"
Tem
ple C ity
8"
8"
8"
8"
14
To Mor gan Poin 's Res t ort
17
8"
18
8"
12"
2
1
4 30"
rd R oad
8"
24" 24"
3 24"
CITY OF TEMPLE, TEXAS Hoga
n
12"
PROPOSED G.S.T. 8" (2.0 M.G.)
36"
12"
24"
PROPOSED HWY 317 835/785 P.S.
30"
24"
18"
835 PRESSURE RECORDING LOCATIONS
KASBERG, PATRICK & ASSOCIATES, LP CONSULTING ENGINEERS
30"
8" c 2018 Kasberg, Patrick & Assoc. LP P:\Temple\2017\2017-131 Master Plan\CAD\PRESSURE RECORDER LOCATIONS.dwg
Hilla
e R oad
Pea
24"
12"
Belton Lake
d Ol
24"
24"
6
10
12
8"
12"
835 PRESSURE PLANE
Road
12"
12"
12"
12"
5
8"
Tem
8
7
8"
ple C ity L imits
9 PROPOSED E.S.T. 835
ie V iew
Ridg
To n's rga Mo int Po ort s Re
11
Prair
13
8"
24"
8"
Pea
14"
Ridg
16 14"
15
e R oad
19
Draughon-Miller Regional Airport
18"
8"
TEMPLE, TEXAS 76501 Firm Registration No. F-510
18 "
AUGUST 2018
EXHIBIT A
PRESSURE RECORDER DATA 835-01, 835-05 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 07/16/18
07/17/18
07/18/18
07/19/18
07/20/18
07/21/18
07/22/18
07/23/18 835-01
07/24/18 835-05
07/25/18
07/26/18
07/27/18
07/28/18
07/29/18
07/30/18
PRESSURE RECORDER DATA 835-02, 835-03, 835-04 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 07/16/18
07/17/18
07/18/18
07/19/18
07/20/18
07/21/18
07/22/18 835-02
07/23/18 835-03
07/24/18 835-04
07/25/18
07/26/18
07/27/18
07/28/18
07/29/18
07/30/18
PRESSURE RECORDER DATA 835-06, 835-08 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 07/16/18
07/17/18
07/18/18
07/19/18
07/20/18
07/21/18
07/22/18
07/23/18 835-06
07/24/18 835-08
07/25/18
07/26/18
07/27/18
07/28/18
07/29/18
07/30/18
PRESSURE RECORDER DATA 835-07, 835-09 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 07/16/18
07/17/18
07/18/18
07/19/18
07/20/18
07/21/18
07/22/18
07/23/18 835-07
07/24/18 835-09
07/25/18
07/26/18
07/27/18
07/28/18
07/29/18
07/30/18
PRESSURE RECORDER DATA 835-10, 835-12, 835-18 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 07/16/18
07/17/18
07/18/18
07/19/18
07/20/18
07/21/18
07/22/18 835-10
07/23/18 835-12
07/24/18 835-18
07/25/18
07/26/18
07/27/18
07/28/18
07/29/18
07/30/18
PRESSURE RECORDER DATA 835-11 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 07/16/18
07/17/18
07/18/18
07/19/18
07/20/18
07/21/18
07/22/18
07/23/18 835-11
07/24/18
07/25/18
07/26/18
07/27/18
07/28/18
07/29/18
07/30/18
PRESSURE RECORDER DATA 835-13 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 07/16/18
07/17/18
07/18/18
07/19/18
07/20/18
07/21/18
07/22/18
07/23/18 835-13
07/24/18
07/25/18
07/26/18
07/27/18
07/28/18
07/29/18
07/30/18
PRESSURE RECORDER DATA 835-14, 835-16, 835-19 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 07/16/18
07/17/18
07/18/18
07/19/18
07/20/18
07/21/18
07/22/18 835-14
07/23/18 835-16
07/24/18 835-19
07/25/18
07/26/18
07/27/18
07/28/18
07/29/18
07/30/18
PRESSURE RECORDER DATA 835-15, 835-17 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 07/16/18
07/17/18
07/18/18
07/19/18
07/20/18
07/21/18
07/22/18
07/23/18 835-15
07/24/18 835-17
07/25/18
07/26/18
07/27/18
07/28/18
07/29/18
07/30/18
PRESSURE RECORDER DATA 835-01, 835-05 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 09/12/18
09/13/18
09/14/18
09/15/18
09/16/18
09/17/18
09/18/18 835-01
09/19/18 835-05
09/20/18
09/21/18
09/22/18
09/23/18
09/24/18
09/25/18
PRESSURE RECORDER DATA 835-02, 835-03, 835-04 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 09/12/18
09/13/18
09/14/18
09/15/18
09/16/18
09/17/18
09/18/18 835-02
09/19/18 835-03
835-04
09/20/18
09/21/18
09/22/18
09/23/18
09/24/18
09/25/18
PRESSURE RECORDER DATA 835-06, 835-08 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 09/12/18
09/13/18
09/14/18
09/15/18
09/16/18
09/17/18
09/18/18 835-06
09/19/18 835-08
09/20/18
09/21/18
09/22/18
09/23/18
09/24/18
09/25/18
PRESSURE RECORDER DATA 835-07, 835-09 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 09/12/18
09/13/18
09/14/18
09/15/18
09/16/18
09/17/18
09/18/18 835-07
09/19/18 835-09
09/20/18
09/21/18
09/22/18
09/23/18
09/24/18
09/25/18
PRESSURE RECORDER DATA 835-10, 835-12, 835-18 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 09/12/18
09/13/18
09/14/18
09/15/18
09/16/18
09/17/18
09/18/18 835-10
09/19/18 835-12
835-18
09/20/18
09/21/18
09/22/18
09/23/18
09/24/18
09/25/18
PRESSURE RECORDER DATA 835-11 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 09/12/18
09/13/18
09/14/18
09/15/18
09/16/18
09/17/18
09/18/18
09/19/18 835-11
09/20/18
09/21/18
09/22/18
09/23/18
09/24/18
09/25/18
PRESSURE RECORDER DATA 835-13 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 09/12/18
09/13/18
09/14/18
09/15/18
09/16/18
09/17/18
09/18/18
09/19/18 835-13
09/20/18
09/21/18
09/22/18
09/23/18
09/24/18
09/25/18
PRESSURE RECORDER DATA 835-14, 835-16, 835-19 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 09/12/18
09/13/18
09/14/18
09/15/18
09/16/18
09/17/18
09/18/18 835-14
09/19/18 835-16
835-19
09/20/18
09/21/18
09/22/18
09/23/18
09/24/18
09/25/18
PRESSURE RECORDER DATA 835-15, 835-17 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 09/12/18
09/13/18
09/14/18
09/15/18
09/16/18
09/17/18
09/18/18 835-15
09/19/18 835-17
09/20/18
09/21/18
09/22/18
09/23/18
09/24/18
09/25/18
High w
8"
Cente
12"
12"
ardt
8"
Road
19 8"
8"
12"
8" 18"
36"
14
12"
15
8"
12"
13 Lave
12
ndus
ky
Adam
s A venu
12"
12"
18"
12"
12"
31st
8"
12"
8"
18"
s Limit
16
City ple
12"
12"
Stree t
18
17
12"
12" Tem
36"
8"
12"
8"
8"
8"
8"
12"
Eber h
8"
8"
12"
36"
12"
12"
nd R oad
ley Road Cear
"
24"
12
8"
8"
8"
Nuge nt
36 "
8"
8"
18" PROPOSED E.S.T. 920 (1.0 M.G.) 12"
12"
20
12"
12"
12"
12 "
24"
Drive
d Roa rd wa Ho
8"
785 PRESSURE PLANE
Blvd.
Wen dla
24" Road Hilla rd
trial
"
12"
Indus
8"
12" 12
et
18"
12"
r Stre
18"
Luciu s Mc 12" Celve y Dr ive Rang e Ro ad
18"
12"
8"
Lowe
nart Drive
" 12
d Ol
8"
Wilso
12"
12"
8"
8"
18"
Draughon-Miller Regional Airport
er R oad
8"
18"
Berg
Road
8"
Road
8"
Gun Club
Road
920 PRESSURE PLANE
12"
8"
rister
Road
McLa ne
Armb
12"
8"
r Tr oy
18"
8"
PROPOSED McLANE 920 P.S. 18 "
Old
Moor es M ill Ro ad
Limit s
8"
City
P ega s us
8"
Tem ple
12"
e
ONLY
ay Dr iv
TEMPLE, TEXAS 76501 Firm Registration No. F-510
12"
AUGUST 2018
EXHIBIT D-1
12"
8"
12"
8" t 1st
CONSULTING ENGINEERS
31st
KASBERG, PATRICK & ASSOCIATES, LP
Stree
8"
Stree
t
876 PRESSURE RECORDING LOCATIONS Midw
Aven ue
20"
CITY OF TEMPLE, TEXAS
14"
" 30
9
7 12"
8"
8"
10
10"
10"
876
H
8 12"
Kegle
11
12"
8"
c 2018 Kasberg, Patrick & Assoc. LP P:\Temple\2017\2017-131 Master Plan\CAD\PRESSURE RECORDER LOCATIONS.dw 12"
y Ro
ad
20"
e
12"
9
8" 8"
le C ity L imits
12" 8" hite
8"
12"
Bobw
12" 12"
12"
12"
12"
12"
Tem
12"
ad
PLANNING AREA
8"
8"
UP R
12"
ailro
12"
12"
2
3 8"
ple City Limit s
12"
12"
Road
14"
5th
24"
8"
ad ailro FR &S
8"
6"
12"
12" ardt
12"
24" PROPOSED 785/876 P.S.
12"
Roa
d
12"
12"
12"
t
24"
Stree
Barn h
14"
PROPOSED E.S.T. 720 (1.5 M.G.)
rive
8"
Road
8"
30"
4
12"
ine D
BN
ad ailro n R w o t ge eor
14"
Drive
Wate rs D airy Road
24" PROPOSED G.S.T. (2.0 M.G.)
Lorra
Rd.
8" land
24"
Case
14"
on C reek
Tower Road
Road
Black
ollow
20"
road MKT
24"
14 "
8"
12"
Temp
Stree t 1st
14"
Rail
Hick ory
PROPOSED E.S.T. 785 (1.0 M.G.)
12"
Ca n y
876 PRESSURE PLANE
8"
Road
ONLY
5
ndwo od
8
7
6
Marla
H
8"
ue
12"
20"
Aven
t Stree 31st
12"
Sleepy H
12"
8"
10"
8"
8"
Bluf f rick
12"
12"
12" 12"
Hart
8"
12"
8"
12"
12"
P.R.V.
CITY OF TEMPLE, TEXAS
1
8"
er Ri v
8"
12"
8"
876 PRESSURE RECORDING LOCATIONS KASBERG, PATRICK & ASSOCIATES, LP
8"
CONSULTING ENGINEERS TEMPLE, TEXAS 76501 Firm Registration No. F-510
AUGUST 2018 FROMEXHIBIT 785 FED 876 D-2
8"
8"
PLANNING AREA
8"
G
10"
8"
10
c 2018 Kasberg, Patrick & Assoc. LP P:\Temple\2017\2017-131 Master Plan\CAD\PRESSURE RECORDER LOCATIONS.dw
PRESSURE RECORDER DATA 876-01, 876-02 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 08/29/18
08/30/18
08/31/18
09/01/18
09/02/18
09/03/18
09/04/18 876-01
09/05/18 876-02
09/06/18
09/07/18
09/08/18
09/09/18
09/10/18
09/11/18
PRESSURE RECORDER DATA 876-03 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 08/29/18
08/30/18
08/31/18
09/01/18
09/02/18
09/03/18
09/04/18
09/05/18 876-03
09/06/18
09/07/18
09/08/18
09/09/18
09/10/18
09/11/18
PRESSURE RECORDER DATA 876-04, 876-08 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 08/29/18
08/30/18
08/31/18
09/01/18
09/02/18
09/03/18
09/04/18 876-04
09/05/18 876-08
09/06/18
09/07/18
09/08/18
09/09/18
09/10/18
09/11/18
PRESSURE RECORDER DATA 876-05, 876-06 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 08/29/18
08/30/18
08/31/18
09/01/18
09/02/18
09/03/18
09/04/18 876-05
09/05/18 876-06
09/06/18
09/07/18
09/08/18
09/09/18
09/10/18
09/11/18
PRESSURE RECORDER DATA 876-07 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 08/29/18
08/30/18
08/31/18
09/01/18
09/02/18
09/03/18
09/04/18
09/05/18 876-07
09/06/18
09/07/18
09/08/18
09/09/18
09/10/18
09/11/18
PRESSURE RECORDER DATA 876-09, 876-10, 876-12 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 08/29/18
08/30/18
08/31/18
09/01/18
09/02/18
09/03/18
09/04/18 876-09
09/05/18 876-10
876-12
09/06/18
09/07/18
09/08/18
09/09/18
09/10/18
09/11/18
PRESSURE RECORDER DATA 876-11, 876-14 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 08/29/18
08/30/18
08/31/18
09/01/18
09/02/18
09/03/18
09/04/18 876-11
09/05/18 876-14
09/06/18
09/07/18
09/08/18
09/09/18
09/10/18
09/11/18
PRESSURE RECORDER DATA 876-13, 876-15, 876-19 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 08/29/18
08/30/18
08/31/18
09/01/18
09/02/18
09/03/18
09/04/18 876-13
09/05/18 876-15
876-19
09/06/18
09/07/18
09/08/18
09/09/18
09/10/18
09/11/18
PRESSURE RECORDER DATA 876-16, 876-17, 876-18 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 08/29/18
08/30/18
08/31/18
09/01/18
09/02/18
09/03/18
09/04/18 876-16
09/05/18 876-17
876-18
09/06/18
09/07/18
09/08/18
09/09/18
09/10/18
09/11/18
PRESSURE RECORDER DATA 876-19, 876-20 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 08/29/18
08/30/18
08/31/18
09/01/18
09/02/18
09/03/18
09/04/18 876-19
09/05/18 876-20
09/06/18
09/07/18
09/08/18
09/09/18
09/10/18
09/11/18
12" 8"
19
18"
8"
Wilso
nart
12"
us D rive
12"
8"
reet er St
hard
CITY OF TEMPLE, TEXAS 920 PRESSURE RECORDING LOCATIONS 8"
Eber
ugen t
36
8"
8"
8"
8"
t Ro ad
12"
Cear 12
12
8"
11 10N
"
12 "
Road
s Mc Celv Luciu
Cent Road ley
12"
KASBERG, PATRICK & ASSOCIATES, LP
8"
12 "
Road
15
8"
24"
18" PROPOSED E.S.T. 920 (1.0 M.G.) 12"
12"
"
24"
12"
12"
12"
24"
d
Blvd.
Wen dland
Ro
Hilla
d Ol
13
trial
12"
8"
785 PRESSURE PLANE r wa o H
Indus
8"
ad
rd R oad
14
Road
1
18"
Rang e
2"
12"
18"
ey D rive
16
24"
8"
12"
d
Drive
18"
8"
er R oad
r Tr oy
18"
Berg
12"
8"
17
ster
920 PRESSURE PLANE
Lowe
18"
8"
oad
City Lim its
12"
8"
McLa ne R
es M ill Ro ad
8"
18
PROPOSED McLANE 920 P.S. 18 "
Temple
12"
le C ity L imits
8"
Draughon-Miller Regional Airport
Moor
Pega s
8"
Tem p
5
MKT Railro a
8"
8"
Brew
12"
o ad ailr
8"
Old High way 81
8"
10"
R SF
8"
8"
8"
8"
& BN
8"
CONSULTING ENGINEERS
8"
c 2018 Kasberg, Patrick & Assoc. LP 24" P:\Temple\2017\2017-131 Master Plan\CAD\PRESSURE RECORDER LOCATIONS.dwg
12" 12"
AUGUST 2018
8"
EXHIBIT C
12"
8"
TEMPLE, TEXAS 76501 Firm Registration No. F-510
PRESSURE RECORDER DATA 920-05 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 08/14/18
08/15/18
08/16/18
08/17/18
08/18/18
08/19/18
08/20/18
08/21/18 920-05
08/22/18
08/23/18
08/24/18
08/25/18
08/26/18
08/27/18
08/28/18
PRESSURE RECORDER DATA 920-10, 920-11, 920-13 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 08/14/18
08/15/18
08/16/18
08/17/18
08/18/18
08/19/18
08/20/18 920-10
08/21/18 920-11
08/22/18 920-13
08/23/18
08/24/18
08/25/18
08/26/18
08/27/18
08/28/18
PRESSURE RECORDER DATA 920-12, 920-15 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 08/14/18
08/15/18
08/16/18
08/17/18
08/18/18
08/19/18
08/20/18
08/21/18 920-12
08/22/18 920-15
08/23/18
08/24/18
08/25/18
08/26/18
08/27/18
08/28/18
PRESSURE RECORDER DATA 920-14, 920-16 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 08/14/18
08/15/18
08/16/18
08/17/18
08/18/18
08/19/18
08/20/18
08/21/18 920-14
08/22/18 920-16
08/23/18
08/24/18
08/25/18
08/26/18
08/27/18
08/28/18
PRESSURE RECORDER DATA 920-17, 920-18, 920-19 160
140
120
PRESSURE (psi)
100
80
60
40
20
0 08/14/18
08/15/18
08/16/18
08/17/18
08/18/18
08/19/18
08/20/18 920-17
08/21/18 920-18
08/22/18 920-19
08/23/18
08/24/18
08/25/18
08/26/18
08/27/18
08/28/18
CITY OF TEMPLE PRESSURE RECORDER DATA CALIBRATION DAILY MINIMUM / MAXIMUM PRESSURE 720 PRESSURE PLANE MAXIMUM 8/14/2018 8/15/2018 8/16/2018 8/17/2018 8/18/2018 8/19/2018 8/20/2018 8/21/2018 8/22/2018 8/23/2018 8/24/2018 8/25/2018 8/26/2018 8/27/2018 AVG:
720-01
720-02
720-03
720-04
-
720-06
720-07
720-08
720-09
-
-
-
-
-
-
-
-
-
-
-
71.7 71.9 69.2 70.1 70.4 69.5 72.6 67.1 72.3 63.9 71.3 63.4 69.6 69.0 69
125.4 123.5 131.8 124.6 127.9 130.4 136.6 126.0 127.6 126.6 128.6 133.8 133.8 143.1 130
111.4 111.3 118.5 111.8 111.9 114.1 122.4 112.8 111.4 112.2 115.4 118.1 119.0 130.5 116
63.0 63.2 62.4 63.0 63.3 62.8 64.8 55.8 63.9 57.3 66.6 54.9 63.2 62.7 62
-
62.4 62.6 62.4 62.4 62.5 62.2 62.6 58.0 62.5 57.5 62.6 57.5 62.4 62.4 61
90.7 88.4 87.2 88.6 89.2 87.6 89.7 82.8 88.3 82.0 89.5 81.3 88.8 86.8 87
53.2 53.2 53.2 53.2 53.2 53.2 53.2 49.2 53.2 48.6 53.4 48.7 53.2 53.2 52
68.9 71.0 68.8 69.3 69.2 69.0 70.1 64.9 70.5 64.2 71.5 63.9 70.1 68.8 69
-
-
-
-
-
-
-
-
-
-
-
720-01
720-02
720-03
720-04
-
720-06
720-07
720-08
720-09
-
-
-
-
-
-
-
-
-
-
-
47.8 56.0 58.1 58.0 57.9 58.8 55.5 52.7 54.7 52.5 55.7 56.9 54.6 55
103.8 101.0 102.0 92.8 91.7 106.6 82.0 101.0 104.1 107.9 102.1 106.9 108.0 101
91.7 88.8 91.6 82.8 84.9 92.5 72.7 90.2 89.5 91.9 89.8 95.2 93.5 89
46.9 52.3 49.9 50.0 49.6 50.7 45.6 47.7 48.0 45.3 47.4 48.8 47.3 49
-
50.6 56.8 52.7 53.1 52.2 53.4 53.6 52.2 51.3 51.2 50.4 51.8 50.1 52
64.9 72.9 75.7 75.8 75.7 76.2 72.1 72.5 72.5 67.5 73.6 74.8 72.5 73
41.7 48.0 44.0 44.2 43.4 44.7 44.5 43.7 42.3 42.3 41.5 43.0 41.1 43
55.9 60.8 58.3 58.6 58.2 59.1 56.7 56.0 57.1 56.0 56.6 57.6 55.1 57
-
-
-
-
-
-
-
-
-
-
-
MINIMUM 8/14/2018 8/15/2018 8/16/2018 8/17/2018 8/18/2018 8/19/2018 8/20/2018 8/21/2018 8/22/2018 8/23/2018 8/24/2018 8/25/2018 8/26/2018 AVG:
CITY OF TEMPLE PRESSURE RECORDER DATA CALIBRATION STANDARD DEVIATION OF PRESSURE & AVERAGE PRESSURE 720 PRESSURE PLANE STANDARD DEVIATION 720-01 720-02 8/14/2018 8/15/2018 8/16/2018 8/17/2018 8/18/2018 8/19/2018 8/20/2018 8/21/2018 8/22/2018 8/23/2018 8/24/2018 8/25/2018 8/26/2018 8/27/2018 AVG:
720-03
720-04
-
720-06
720-07
720-08
720-09
-
-
-
-
-
-
-
-
-
-
-
4.0 2.5 3.3 3.1 3.7 3.3 3.5 1.8 4.9 1.9 4.0 1.7 5.4 3.2 3
4.5 4.5 6.4 5.5 4.2 3.3 8.5 5.6 6.4 4.5 5.4 5.1 5.2 7.7 5
4.1 4.4 5.8 4.9 3.8 2.8 7.5 4.9 5.7 4.4 4.8 4.8 5.0 8.2 5
4.7 3.6 4.1 4.0 4.8 4.3 4.2 1.7 5.7 1.9 5.1 1.7 6.3 4.3 4
-
3.7 2.2 3.1 2.9 3.4 2.9 2.7 1.7 4.2 1.9 3.7 1.7 4.9 2.9 3
4.1 2.6 3.4 3.2 3.8 3.3 3.5 1.8 4.8 1.9 4.0 1.7 5.4 3.2 3
3.6 2.0 3.0 2.8 3.3 3.0 2.9 1.5 4.2 1.7 3.7 1.6 4.9 3.0 3
3.7 2.1 3.1 2.9 3.4 3.0 2.9 1.6 4.3 1.8 3.7 1.6 5.1 2.9 3
-
-
-
-
-
-
-
-
-
-
-
720-01
720-02
720-03
720-04
-
720-06
720-07
720-08
720-09
-
-
-
-
-
-
-
-
-
-
-
59.9 66.2 62.3 61.9 65.5 64.0 64.0 60.6 64.8 59.5 65.7 60.0 64.0 61.7 63
112.4 113.4 117.6 112.3 115.9 118.5 116.3 115.3 116.6 118.2 115.5 119.7 120.1 118.8 116
99.9 99.9 104.1 99.5 101.7 104.0 103.3 102.3 102.2 103.7 101.9 105.4 105.0 105.0 103
51.7 59.1 54.1 53.9 58.3 56.4 56.5 52.2 58.0 51.2 58.9 51.6 57.6 54.4 55
-
53.9 60.2 56.2 56.1 59.2 58.0 58.2 54.9 58.7 53.9 59.5 54.3 58.0 56.2 57
77.7 84.0 80.1 79.7 83.3 82.0 81.8 78.3 82.6 77.2 83.5 77.7 81.8 79.4 81
44.9 51.2 47.3 47.3 50.3 49.1 49.3 46.1 49.9 45.0 50.6 45.5 49.1 47.3 48
60.1 66.5 62.5 62.4 65.5 64.3 64.5 61.2 65.1 60.3 65.9 60.6 64.0 62.4 63
-
-
-
-
-
-
-
-
-
-
-
AVERAGE 8/14/2018 8/15/2018 8/16/2018 8/17/2018 8/18/2018 8/19/2018 8/20/2018 8/21/2018 8/22/2018 8/23/2018 8/24/2018 8/25/2018 8/26/2018 8/27/2018 AVG:
CITY OF TEMPLE PRESSURE RECORDER DATA CALIBRATION DAILY MINIMUM / MAXIMUM PRESSURE 785 PRESSURE PLANE MAXIMUM 8/1/2018 8/2/2018 8/3/2018 8/4/2018 8/5/2018 8/6/2018 8/7/2018 8/8/2018 8/9/2018 8/10/2018 8/11/2018 8/12/2018 AVG:
785-01
785-02
785-03
785-04
785-05
785-06
785-07
785-08
785-09
785-10
785-11
785-12
785-13
785-14
785-15
785-16
785-17
785-18
785-19
-
100.9 88.7 107.8 86.4 98.2 91.2 89.6 95.4 96.1 95.2 98.5 105.1 96
69.3 65.9 79.8 67.4 64.3 72.1 79.5 73.0 66.7 73.0 69.5 81.2 72
73.6 67.0 86.1 71.5 70.3 72.9 78.5 78.2 69.3 77.7 74.3 85.4 75
154.5 145.4 151.0 144.1 151.0 154.6 150.9 158.4 158.4 156.1 152.3 149.7 152
145.3 160.7 160.7 151.3 155.3 160.7 160.7 162.4 146.3 160.7 160.7 160.7 157
127.3 155.6 155.1 130.1 132.6 155.1 128.6 130.3 130.0 150.9 131.9 155.1 140
79.5 90.6 87.4 90.6 93.1 90.6 89.5 88.2 92.7 87.5 87.9 87.9 89
54.9 50.2 76.2 54.7 55.9 55.5 65.7 63.6 54.1 65.6 56.2 71.5 60
69.6 64.1 89.8 69.8 70.0 69.8 80.1 78.5 68.7 80.8 70.8 86.9 75
76.5 67.0 91.7 74.2 73.3 74.1 82.5 81.7 71.8 82.6 74.1 89.2 78
111.6 108.9 123.7 112.1 107.5 114.7 123.8 116.5 109.9 117.3 114.0 125.7 115
91.1 84.6 105.5 89.3 88.0 90.9 95.5 95.4 86.5 94.4 89.6 103.4 93
99.8 97.8 115.2 99.3 99.3 102.9 105.4 105.4 97.2 105.0 104.2 112.8 104
59.1 50.4 79.6 55.1 56.1 75.9 106.3 64.3 56.3 66.7 56.2 72.6 67
50.5 44.6 71.5 49.7 50.1 49.7 62.8 59.1 49.2 63.1 50.8 67.6 56
121.2 152.2 168.6 152.2 132.2 152.2 161.4 157.6 152.2 165.8 152.4 179.5 154
116.5 114.1 118.4 115.3 114.3 118.8 120.2 121.7 122.3 120.2 118.4 118.4 118
85.9 86.3 89.7 88.7 90.4 91.4 89.8 87.0 90.4 89.8 89.8 91.8 89
79.9 91.8 100.6 81.4 97.6 97.6 83.5 89.5 92.5 93.5 91.6 97.6 91
-
785-01
785-02
785-03
785-04
785-05
785-06
785-07
785-08
785-09
785-10
785-11
785-12
785-13
785-14
785-15
785-16
785-17
785-18
785-19
-
61.3 46.5 54.0 47.8 44.6 51.6 56.9 41.0 43.9 56.7 64.7 66.6 53
25.6 22.8 24.1 20.9 20.8 20.0 21.4 15.1 15.0 24.1 29.8 33.8 23
31.2 28.8 33.8 31.4 25.8 31.2 33.4 25.2 28.6 27.1 35.1 41.8 31
79.6 74.8 83.8 79.8 78.5 77.5 75.6 70.6 78.8 83.8 79.2 83.9 79
121.5 115.4 120.9 119.7 123.9 111.2 109.4 119.2 131.5 103.7 112.3 123.2 118
94.1 103.2 98.7 100.5 109.4 73.1 95.4 101.8 98.5 53.3 83.6 83.0 91
73.4 72.9 71.2 64.5 74.9 74.1 76.0 73.0 72.8 66.5 77.3 71.6 72
42.8 40.0 44.5 42.2 39.5 43.5 44.4 39.2 40.9 37.3 41.0 44.5 42
55.0 53.3 57.8 55.3 52.5 55.7 56.8 52.2 53.7 48.2 53.7 56.9 54
51.7 54.5 59.4 55.8 44.7 55.3 58.7 52.2 54.9 55.5 54.6 51.1 54
58.9 43.4 68.5 64.3 64.8 64.0 68.7 59.1 59.3 68.0 74.2 77.5 64
57.8 65.0 71.7 68.8 60.9 67.7 69.5 65.1 69.1 60.7 65.6 55.4 65
57.8 74.4 80.2 78.3 68.5 77.0 79.9 75.7 80.1 68.4 74.0 53.7 72
40.1 36.9 40.1 37.4 35.1 36.4 40.0 20.6 36.2 40.1 31.9 34.1 36
38.0 34.8 38.5 36.9 35.1 36.7 38.2 32.9 35.0 37.3 35.0 39.8 37
96.1 61.7 95.3 90.0 89.0 92.7 83.9 92.2 98.3 96.1 83.4 93.2 89
37.6 37.6 54.4 47.9 51.8 37.6 42.9 32.6 46.0 50.0 49.2 53.1 45
81.8 77.8 78.8 79.2 80.9 81.6 83.3 77.8 77.8 79.3 74.6 73.2 79
66.5 63.2 68.5 64.8 65.2 66.7 69.2 64.0 67.5 71.3 68.4 62.0 66
-
MINIMUM 8/1/2018 8/2/2018 8/3/2018 8/4/2018 8/5/2018 8/6/2018 8/7/2018 8/8/2018 8/9/2018 8/10/2018 8/11/2018 8/12/2018 AVG:
CITY OF TEMPLE PRESSURE RECORDER DATA CALIBRATION STANDARD DEVIATION OF PRESSURE & AVERAGE PRESSURE 785 PRESSURE PLANE STANDARD DEVIATION 785-01 785-02 8/1/2018 8/2/2018 8/3/2018 8/4/2018 8/5/2018 8/6/2018 8/7/2018 8/8/2018 8/9/2018 8/10/2018 8/11/2018 8/12/2018 AVG:
785-03
785-04
785-05
785-06
785-07
785-08
785-09
785-10
785-11
785-12
785-13
785-14
785-15
785-16
785-17
785-18
785-19
-
8.8 11.6 10.0 10.1 13.0 9.5 7.8 13.7 13.0 8.0 6.8 6.8 10
11.6 9.3 11.9 10.0 9.7 11.1 9.8 12.8 10.7 12.9 7.2 9.1 10
11.5 8.8 12.1 9.7 10.2 11.0 9.8 12.3 11.0 13.2 7.3 9.0 10
21.3 23.2 22.9 19.8 22.0 24.5 22.2 21.3 19.3 22.4 18.8 18.2 21
6.4 6.9 12.1 7.4 6.4 11.5 9.4 8.9 3.5 7.4 6.8 9.3 8
11.2 12.3 13.4 4.1 4.2 11.2 7.8 6.7 7.9 4.9 5.8 8.8 8
1.1 5.7 2.8 3.3 3.1 4.3 2.6 3.9 3.0 3.0 3.7 4.1 3
2.7 2.0 4.1 2.3 3.6 2.4 3.1 4.5 3.2 3.6 2.8 4.3 3
3.3 2.3 4.3 2.7 3.9 2.8 3.4 5.0 3.5 4.0 3.1 4.5 4
4.3 2.7 4.7 3.1 4.3 3.5 4.1 5.6 3.9 4.6 3.7 5.2 4
12.1 9.2 11.9 10.0 9.7 11.1 9.8 12.8 10.6 12.9 7.1 9.1 11
5.5 3.8 5.0 3.9 5.0 4.7 5.1 6.3 4.2 5.7 4.4 6.3 5
6.0 4.2 4.9 4.3 5.3 5.4 5.4 6.5 4.1 6.0 4.8 6.6 5
3.8 2.3 5.6 3.5 3.9 4.0 4.4 6.0 4.6 5.1 3.9 5.5 4
3.1 2.0 4.3 2.5 3.7 2.6 3.2 4.8 3.4 3.4 2.9 4.2 3
8.0 23.5 23.3 19.3 5.9 21.3 17.7 24.1 22.6 23.7 21.9 23.0 20
21.1 21.4 22.5 20.4 21.4 23.9 22.6 21.7 20.9 22.1 21.5 20.6 22
0.7 1.7 2.1 1.6 2.2 2.0 0.9 2.0 2.9 1.8 2.7 2.7 2
2.3 4.2 4.6 3.0 6.0 4.3 2.5 4.9 3.8 2.9 3.8 5.6 4
-
785-01
785-02
785-03
785-04
785-05
785-06
785-07
785-08
785-09
785-10
785-11
785-12
785-13
785-14
785-15
785-16
785-17
785-18
785-19
-
78.9 70.8 75.3 71.1 71.0 75.4 77.5 70.8 72.9 78.8 81.4 84.4 76
50.7 40.0 44.1 41.3 34.4 43.9 48.1 35.3 37.3 48.4 53.0 53.8 44
57.1 47.2 50.1 48.0 40.5 51.1 54.7 41.3 42.7 54.2 58.1 59.3 50
106.7 109.9 116.8 112.9 116.9 112.0 107.3 112.4 108.6 107.0 101.4 101.4 109
136.8 135.7 142.1 135.8 135.8 138.3 132.5 137.9 138.8 133.3 128.5 134.5 136
111.3 121.8 118.4 112.6 125.5 112.7 114.5 121.6 119.8 102.5 108.0 109.2 115
75.6 79.9 83.8 77.2 84.0 82.1 81.9 77.9 83.6 76.9 82.8 82.6 81
49.5 46.5 49.6 48.3 46.3 50.2 49.9 47.7 46.3 51.5 49.4 51.6 49
63.4 60.4 63.5 62.2 60.0 64.1 63.7 61.4 60.1 65.4 63.2 65.5 63
65.8 62.2 65.5 63.8 61.7 66.0 65.4 63.2 62.0 66.9 64.5 66.9 64
90.1 84.0 88.2 85.2 78.3 87.8 92.0 79.2 81.3 92.4 97.1 97.9 88
80.5 76.3 79.7 77.3 75.1 79.8 78.8 76.9 76.3 80.0 77.4 80.2 78
89.7 87.1 90.6 87.8 85.7 90.4 88.8 87.8 87.6 89.9 87.0 90.0 89
47.5 44.3 47.2 46.2 44.7 47.9 48.1 44.8 43.1 49.0 47.1 49.3 47
44.1 40.8 44.2 43.0 41.0 44.9 44.5 42.4 41.0 46.3 44.0 46.1 44
112.7 116.9 124.5 115.5 108.1 120.3 112.5 127.3 137.2 123.1 119.1 121.9 120
85.6 86.6 88.8 87.2 85.9 85.7 83.5 81.3 75.6 78.1 76.4 74.7 82
84.3 82.9 83.7 84.0 85.5 86.8 86.2 83.4 84.1 84.0 84.2 85.8 85
75.5 74.9 76.8 75.0 75.3 77.4 76.3 75.1 75.6 77.5 76.8 79.1 76
-
AVERAGE 8/1/2018 8/2/2018 8/3/2018 8/4/2018 8/5/2018 8/6/2018 8/7/2018 8/8/2018 8/9/2018 8/10/2018 8/11/2018 8/12/2018 AVG:
CITY OF TEMPLE PRESSURE RECORDER DATA CALIBRATION DAILY MINIMUM / MAXIMUM PRESSURE 835 PRESSURE PLANE MAXIMUM 9/12/2018 9/13/2018 9/14/2018 9/15/2018 9/16/2018 9/17/2018 9/18/2018 9/19/2018 9/20/2018 9/21/2018 9/22/2018 9/23/2018 9/24/2018 AVG:
835-01
835-02
835-03
835-04
835-05
835-06
835-07
835-08
835-09
835-10
835-11
835-12
835-13
835-14
835-15
835-16
835-17
835-18
835-19
835-20
84.8 86.8 82.4 85.9 88.7 88.0 88.7 85.2 92.6 86.7 82.8 87.0 88.4 87
73.9 70.5 73.6 63.8 65.5 82.5 79.4 62.4 69.9 68.0 76.1 82.5 61.4 72
75.6 74.3 78.2 70.5 70.7 86.8 83.6 67.2 78.6 66.3 80.6 87.5 68.9 76
145.2 148.4 145.7 146.7 151.0 152.8 149.8 162.2 163.0 147.8 135.1 148.2 153.7 150
80.2 81.7 79.8 80.9 83.7 83.3 84.2 86.6 86.8 80.9 79.2 81.9 83.4 83
75.6 74.3 78.2 70.5 70.7 86.8 83.6 67.2 78.6 66.3 80.6 87.5 68.9 76
63.3 64.2 62.7 62.8 64.3 63.1 61.3 64.5 65.0 63.3 62.6 63.2 64.2 63
101.8 103.8 101.2 102.9 106.6 106.7 106.7 115.8 116.0 104.2 94.7 105.4 108.1 106
108.9 111.0 107.4 110.0 112.8 117.1 104.2 123.2 123.0 111.4 102.4 113.2 117.9 113
76.0 77.2 81.0 76.5 74.4 91.6 87.3 68.3 75.0 68.7 82.9 93.8 70.8 79
102.7 104.3 99.9 103.3 106.0 106.5 106.7 111.5 113.4 104.6 99.2 105.6 106.5 105
127.4 131.2 129.4 129.1 134.5 132.3 135.5 141.5 142.4 130.2 123.6 133.8 132.6 133
111.6 114.1 111.6 112.6 117.7 115.8 117.2 126.0 126.4 113.8 104.2 114.5 117.1 116
124.7 129.7 127.1 126.7 130.0 129.5 129.0 138.0 138.6 127.5 122.3 128.7 129.8 129
67.6 71.0 72.0 71.9 67.4 85.8 81.7 62.9 66.8 71.4 75.7 88.2 63.0 73
112.7 115.5 113.2 113.8 118.4 117.5 117.7 126.6 127.0 115.2 106.0 116.1 117.8 117
113.6 119.2 116.5 115.6 118.8 117.4 117.4 126.3 126.9 116.0 114.0 116.9 117.6 118
110.5 115.5 113.2 112.1 115.5 114.3 114.3 123.3 123.4 112.5 109.4 114.0 114.5 115
103.5 106.7 104.4 105.0 109.8 108.4 108.1 118.4 117.9 106.2 97.2 106.8 109.0 108
-
835-01
835-02
835-03
835-04
835-05
835-06
835-07
835-08
835-09
835-10
835-11
835-12
835-13
835-14
835-15
835-16
835-17
835-18
835-19
835-20
56.7 57.9 56.7 56.6 59.2 16.9 55.3 58.6 57.9 59.3 56.5 57.8 55.0 54
32.8 33.8 29.6 31.9 35.5 28.2 37.3 21.0 27.1 40.5 37.5 26.0 30.3 32
38.7 41.4 36.2 44.1 41.2 33.1 35.3 27.7 30.6 45.9 41.1 35.6 32.8 37
74.4 76.5 80.3 83.8 83.8 72.7 74.9 77.8 82.6 79.9 82.4 78.8 83.1 79
52.7 56.7 53.5 53.3 56.6 51.8 54.3 55.3 53.6 57.1 56.1 55.1 56.9 55
38.7 41.4 36.2 44.1 41.2 33.1 35.3 27.7 30.6 45.9 41.1 35.6 32.8 37
54.8 55.5 55.5 55.1 55.6 54.7 55.2 55.0 54.0 55.5 55.6 55.5 55.7 55
43.9 37.8 42.8 44.0 43.9 42.8 38.3 40.8 44.0 46.4 42.6 42.0 39.7 42
33.6 33.7 34.9 36.0 35.9 32.7 35.6 34.8 35.8 35.9 35.6 35.8 30.4 35
51.4 50.6 54.5 59.6 55.6 46.0 56.4 51.9 43.0 55.0 51.6 48.6 57.5 52
53.1 58.5 53.7 57.0 59.2 55.9 56.4 55.0 57.4 56.1 57.9 56.0 55.1 56
63.8 67.5 64.1 68.2 65.1 64.7 58.9 66.0 63.0 65.2 66.6 66.0 64.7 65
48.2 37.8 54.0 52.9 49.7 52.3 44.6 41.5 50.9 50.8 52.1 47.9 50.0 49
62.7 64.9 65.1 64.6 58.0 63.3 56.5 60.0 62.5 59.8 62.5 53.7 56.1 61
48.4 47.1 47.8 55.7 51.8 47.2 56.7 48.1 51.5 54.1 53.8 45.4 54.2 51
55.7 53.3 54.2 55.1 54.5 55.5 50.2 54.9 56.4 55.1 55.6 50.7 53.4 54
44.7 52.7 50.7 49.3 44.8 47.4 44.5 46.9 48.1 51.9 51.8 45.9 40.4 48
45.7 50.9 49.1 47.8 41.8 47.1 41.2 45.6 49.8 49.1 49.7 44.3 37.8 46
47.2 42.9 43.3 44.3 46.0 47.0 40.2 43.3 48.0 44.4 47.2 42.1 45.6 45
-
MINIMUM 9/12/2018 9/13/2018 9/14/2018 9/15/2018 9/16/2018 9/17/2018 9/18/2018 9/19/2018 9/20/2018 9/21/2018 9/22/2018 9/23/2018 9/24/2018 AVG:
CITY OF TEMPLE PRESSURE RECORDER DATA CALIBRATION STANDARD DEVIATION OF PRESSURE & AVERAGE PRESSURE 835 PRESSURE PLANE STANDARD DEVIATION 835-01 835-02 9/12/2018 9/13/2018 9/14/2018 9/15/2018 9/16/2018 9/17/2018 9/18/2018 9/19/2018 9/20/2018 9/21/2018 9/22/2018 9/23/2018 9/24/2018 AVG:
835-03
835-04
835-05
835-06
835-07
835-08
835-09
835-10
835-11
835-12
835-13
835-14
835-15
835-16
835-17
835-18
835-19
835-20
5.9 6.1 5.8 6.3 5.5 7.8 5.7 9.2 6.7 5.6 5.3 5.2 7.1 6
7.8 8.4 7.1 4.5 7.8 8.8 7.0 11.0 10.9 3.3 5.6 6.4 6.0 7
7.7 8.5 6.8 4.7 7.8 8.7 7.0 11.2 11.0 3.3 5.9 6.3 6.1 7
17.0 16.2 16.1 16.0 15.6 20.7 15.3 22.7 20.2 14.8 12.8 13.4 18.7 17
5.1 5.3 5.4 5.5 4.8 6.5 4.9 6.6 5.9 4.8 4.5 4.4 6.3 5
7.7 8.5 6.8 4.7 7.8 8.7 7.0 11.2 11.0 3.3 5.9 6.3 6.1 7
1.8 1.7 1.7 1.6 1.6 2.0 1.2 2.2 2.0 1.6 1.4 1.5 1.9 2
14.8 14.4 14.7 14.8 13.5 18.2 13.4 19.6 17.1 13.4 12.3 12.0 16.0 15
18.2 17.7 19.2 18.2 15.8 21.7 13.9 22.6 20.7 16.1 15.0 14.7 18.6 18
3.9 4.6 3.9 2.4 4.6 3.9 4.0 3.2 3.8 1.1 3.9 5.3 1.9 4
9.7 9.9 10.1 10.4 8.9 11.9 9.0 12.1 10.8 9.2 8.5 8.3 11.1 10
16.7 16.5 16.2 17.1 16.2 20.1 15.9 22.1 19.2 15.0 14.4 14.9 17.8 17
15.9 15.4 15.3 15.5 14.7 19.3 14.6 20.5 18.4 14.4 12.8 13.0 17.1 16
17.2 17.5 17.1 17.8 17.3 20.7 17.0 21.9 19.5 15.4 15.3 16.1 18.1 18
3.3 3.6 3.1 2.3 3.8 3.1 3.6 2.8 3.2 1.0 3.1 4.7 1.7 3
15.9 15.5 15.2 15.8 14.8 19.3 15.0 20.7 18.4 14.1 13.2 13.3 17.4 16
17.9 19.6 18.7 19.8 19.4 21.9 19.1 22.9 19.5 16.5 17.4 18.4 19.1 19
17.6 18.2 17.9 19.0 18.5 21.4 17.4 22.9 19.9 16.0 16.6 17.3 18.9 19
16.3 17.0 15.7 16.1 15.4 21.6 15.2 21.3 18.9 14.5 13.5 13.8 17.8 17
-
835-01
835-02
835-03
835-04
835-05
835-06
835-07
835-08
835-09
835-10
835-11
835-12
835-13
835-14
835-15
835-16
835-17
835-18
835-19
835-20
65.7 66.2 65.5 66.1 65.9 66.6 65.5 70.1 65.8 66.0 65.9 65.8 66.4 66
49.7 53.7 56.5 54.9 53.2 51.2 56.5 46.4 50.7 54.2 56.9 57.7 50.6 53
54.7 58.7 61.7 60.0 59.1 56.5 61.5 51.4 55.4 58.8 60.9 62.6 55.5 58
100.1 99.3 98.2 98.1 98.7 101.4 97.5 105.8 102.6 97.2 96.0 96.8 99.3 99
63.3 63.8 63.7 63.9 63.5 63.9 63.2 63.7 63.6 63.6 63.6 63.4 64.1 64
54.7 58.7 61.7 60.0 59.1 56.5 61.5 51.4 55.4 58.8 60.9 62.6 55.5 58
57.5 58.1 57.9 57.8 57.6 57.7 57.6 57.7 57.7 57.8 57.8 58.0 57.9 58
59.0 59.1 58.6 58.7 58.5 60.6 57.6 63.3 60.8 57.8 57.6 57.4 58.6 59
61.6 62.4 61.8 62.7 60.5 63.3 59.8 63.1 62.6 62.6 62.7 60.6 62.5 62
63.8 65.5 67.1 65.6 65.3 64.8 67.7 62.9 64.6 64.4 66.2 67.1 63.5 65
71.5 72.1 71.8 72.2 71.6 72.5 70.8 72.8 72.4 71.8 71.7 71.4 72.2 72
83.2 84.6 83.6 84.2 84.2 85.7 82.7 90.1 86.1 82.2 82.6 83.3 82.9 84
67.4 67.6 66.8 66.9 67.1 69.3 66.0 72.1 69.9 66.4 65.6 65.8 67.0 68
81.2 83.1 82.4 82.0 82.5 83.9 81.0 87.2 84.0 79.9 80.6 81.7 80.8 82
58.8 59.9 61.4 60.8 59.7 59.7 62.4 57.6 59.3 59.5 60.8 61.8 58.5 60
68.8 68.9 67.9 68.3 68.4 70.6 67.5 73.5 71.1 67.2 67.0 67.2 68.4 69
70.4 73.8 73.1 72.5 73.2 73.9 71.4 77.2 73.3 69.6 70.9 71.6 70.5 72
67.0 69.1 69.0 68.6 69.4 70.2 66.7 74.5 70.1 65.9 67.2 67.7 67.0 69
59.4 62.5 58.8 58.8 59.2 63.3 58.0 64.3 61.9 57.8 57.5 57.8 59.0 60
-
AVERAGE 9/12/2018 9/13/2018 9/14/2018 9/15/2018 9/16/2018 9/17/2018 9/18/2018 9/19/2018 9/20/2018 9/21/2018 9/22/2018 9/23/2018 9/24/2018 AVG:
CITY OF TEMPLE PRESSURE RECORDER DATA CALIBRATION DAILY MINIMUM / MAXIMUM PRESSURE 876 PRESSURE PLANE MAXIMUM 8/29/2018 8/30/2018 8/31/2018 9/1/2018 9/2/2018 9/3/2018 9/4/2018 9/5/2018 9/6/2018 9/7/2018 9/8/2018 9/9/2018 9/10/2018 AVG:
835-01
835-02
835-03
835-04
835-05
835-06
835-07
835-08
835-09
835-10
835-11
835-12
835-13
835-14
835-15
835-16
835-17
835-18
835-19
835-20
137.4 133.1 129.6 119.2 136.0 137.4 133.7 129.9 134.7 134.8 132.4 123.0 130.2 132
126.9 126.7 129.0 116.4 124.1 127.5 131.5 125.1 128.1 126.7 126.0 124.5 125.3 126
109.1 110.7 109.2 100.8 110.8 117.2 112.3 113.6 115.9 115.5 115.9 120.4 116.9 113
116.7 114.1 116.3 109.7 116.0 119.8 125.7 116.3 117.7 115.7 115.4 116.0 116.1 117
81.2 80.3 79.9 80.9 83.0 81
72.4 71.0 74.1 65.5 64.8 75.3 80.9 76.6 60.1 60.5 69.7 75.4 56.3 69
74.5 74.9 77.1 71.6 76.6 81.3 87.9 75.7 77.5 75.7 76.2 76.8 77.4 77
110.6 111.4 111.8 106.5 111.8 116.6 121.8 117.7 113.9 111.3 111.9 111.9 114.4 113
66.0 65.3 67.5 62.8 67.3 72.8 75.5 66.1 66.8 66.2 67.7 68.1 70.1 68
76.6 76.4 77.8 74.6 78.4 83.1 88.2 76.6 78.2 77.3 78.7 78.5 80.3 79
68.8 69.0 70.6 67.1 70.5 75.0 76.9 69.7 69.0 69.1 71.3 69.9 72.3 71
61.3 59.7 63.8 58.4 62.7 69.4 71.0 60.9 61.9 61.5 65.5 63.2 66.6 64
95.6 96
73.1 71.9 76.5 70.5 74.7 80.8 82.5 73.3 73.6 73.1 75.2 75.7 78.0 75
86.4 82.2 87.4 84.9 87.4 96.5 97.5 86.5 87.3 87.2 87.6 87.9 93.0 89
69.1 65.6 69.7 65.2 67.1 74.6 75.3 67.7 67.7 67.8 70.0 70.9 73.3 70
83.1 79.8 84.1 79.7 81.5 88.4 89.1 81.7 82.2 83.0 85.2 85.2 87.4 84
76.3 73.2 77.8 73.4 75.2 82.5 83.4 75.7 75.5 75.9 78.0 78.4 81.2 77
71.7 67.4 73.1 70.8 73.1 82.9 83.5 71.7 73.3 72.8 73.7 73.7 79.9 74
117.5 102.0 133.9 126.1 134.9 152.3 128.4 130.4 143.0 127.9 117.6 108.8 126.5 127
835-01
835-02
835-03
835-04
835-05
835-06
835-07
835-08
835-09
835-10
835-11
835-12
835-13
835-14
835-15
835-16
835-17
835-18
835-19
835-20
52.9 58.4 80.9 72.7 59.2 56.9 92.7 84.2 81.2 66.7 68.4 64.7 64.6 70
83.7 89.6 88.4 83.9 93.7 88.5 98.5 92.4 108.0 106.6 103.7 93.5 97.1 94
66.0 71.9 75.8 68.0 73.3 79.9 88.7 65.2 97.2 97.0 98.1 96.6 97.6 83
102.4 101.0 96.1 94.2 106.1 107.5 103.1 98.4 107.0 104.3 105.1 103.6 105.5 103
64.7 49.8 62.5 64.4 60.2 60
44.8 43.5 46.8 41.5 47.5 44.3 47.2 45.1 48.6 50.1 46.2 49.5 49.2 46
70.4 70.1 69.4 66.9 70.4 71.4 69.5 69.4 73.8 70.4 69.6 70.7 70.4 70
92.8 101.3 98.5 98.2 100.9 102.0 99.5 95.4 103.4 103.5 102.0 102.4 101.5 100
59.5 58.6 58.6 58.4 58.0 56.8 53.0 55.1 59.9 51.0 54.7 55.5 56.1 57
70.5 69.2 69.1 67.5 70.0 69.1 65.7 67.3 69.9 69.4 67.2 68.1 68.2 69
58.0 59.0 57.4 61.2 57.3 56.2 49.0 55.2 59.1 53.5 54.2 55.0 55.8 56
54.7 53.3 54.0 54.4 52.7 51.4 48.2 50.7 54.2 50.5 49.3 50.2 51.2 52
81.5 82
66.0 64.6 64.2 66.2 63.0 62.3 56.0 61.7 65.8 59.8 60.2 61.1 61.9 63
79.4 76.6 79.7 78.7 78.9 77.2 74.0 77.6 80.6 76.5 76.5 76.9 78.5 78
43.8 50.0 57.9 53.2 53.2 53.5 52.2 48.7 54.3 54.5 53.4 54.2 53.8 53
56.7 57.6 65.6 62.2 62.0 67.6 66.8 63.3 62.1 69.5 65.0 63.1 65.5 64
51.4 58.5 65.1 61.5 60.2 62.3 60.6 56.7 62.3 62.4 61.6 62.2 60.7 60
64.8 61.8 65.0 64.4 64.7 64.8 58.9 62.4 66.0 64.6 62.6 61.9 62.2 63
55.6 56.1 57.3 54.9 65.8 56.6 55.3 63.6 68.7 61.5 59.9 74.0 54.6 60
MINIMUM 8/29/2018 8/30/2018 8/31/2018 9/1/2018 9/2/2018 9/3/2018 9/4/2018 9/5/2018 9/6/2018 9/7/2018 9/8/2018 9/9/2018 9/10/2018 AVG:
CITY OF TEMPLE PRESSURE RECORDER DATA CALIBRATION STANDARD DEVIATION OF PRESSURE & AVERAGE PRESSURE 876 PRESSURE PLANE STANDARD DEVIATION 835-01 835-02 8/29/2018 8/30/2018 8/31/2018 9/1/2018 9/2/2018 9/3/2018 9/4/2018 9/5/2018 9/6/2018 9/7/2018 9/8/2018 9/9/2018 9/10/2018 AVG:
835-03
835-04
835-05
835-06
835-07
835-08
835-09
835-10
835-11
835-12
835-13
835-14
835-15
835-16
835-17
835-18
835-19
835-20
9.0 8.3 7.9 8.8 6.8 6.3 5.4 8.5 4.8 4.6 4.7 4.7 5.0 7
7.4 6.8 5.1 6.8 4.8 3.4 3.0 6.5 2.1 2.1 2.3 2.2 2.5 4
10.8 9.7 6.6 6.9 7.8 7.5 4.5 9.2 4.2 3.6 3.0 3.5 3.2 6
1.8 1.8 5.3 2.2 1.8 1.9 2.4 2.3 1.0 1.3 1.8 1.7 1.8 2
2.1 2.5 3.0 3.0 2.9 3
3.7 2.9 3.8 2.6 2.2 5.5 4.8 3.0 1.7 1.3 3.9 2.5 1.8 3
1.0 1.1 2.7 0.9 1.4 1.6 2.0 2.0 0.8 1.3 1.6 1.4 1.6 2
1.3 1.4 3.1 1.2 1.6 1.9 2.4 2.2 1.0 1.4 1.9 1.8 1.9 2
1.2 1.2 2.0 0.9 2.1 2.6 2.9 2.5 1.3 1.8 2.5 2.6 2.6 2
1.2 1.2 2.4 1.0 1.7 2.2 2.7 2.1 1.0 1.6 2.2 2.1 2.2 2
1.7 1.5 2.6 0.9 3.0 3.5 3.6 3.5 2.0 2.4 3.6 3.3 3.4 3
1.5 1.1 1.8 1.1 2.2 2.8 2.9 2.5 1.4 2.0 2.7 2.8 2.9 2
2.4 2
1.5 1.2 2.1 1.1 2.5 3.1 3.2 2.9 1.6 2.2 3.2 3.2 3.2 2
1.4 1.0 1.4 1.4 1.9 2.5 3.1 2.0 1.2 1.9 2.1 2.4 2.6 2
3.9 3.7 2.0 2.7 2.9 3.2 3.3 3.6 2.7 2.6 3.4 3.4 3.5 3
5.3 5.3 2.3 3.8 4.2 3.5 3.3 4.0 3.5 2.7 3.4 3.6 3.6 4
3.6 3.5 2.0 2.6 2.8 3.2 3.3 3.6 2.6 2.4 3.5 3.4 3.5 3
1.5 1.0 1.5 1.5 1.8 2.5 2.8 1.8 1.3 1.9 1.9 2.3 2.5 2
6.6 2.8 4.2 4.2 2.7 10.4 2.8 3.7 4.4 2.9 3.2 2.9 2.6 4
835-01
835-02
835-03
835-04
835-05
835-06
835-07
835-08
835-09
835-10
835-11
835-12
835-13
835-14
835-15
835-16
835-17
835-18
835-19
835-20
106.1 106.1 106.6 99.2 109.8 112.3 109.7 108.3 113.6 111.6 112.3 113.2 111.9 109
111.1 111.2 112.1 104.7 114.5 116.9 114.2 113.1 117.7 115.6 116.2 117.1 116.2 114
89.2 92.1 92.2 85.7 94.1 98.5 101.5 97.0 108.3 106.6 108.5 108.1 108.9 99
108.9 108.8 106.6 100.2 110.8 112.3 109.5 110.4 112.7 110.3 111.0 112.2 111.2 110
72.8 70.2 71.2 72.3 71.1 72
52.2 52.5 52.9 51.8 52.7 54.3 53.9 52.0 53.0 53.0 54.4 53.1 52.9 53
72.3 72.0 73.0 68.4 73.5 74.7 72.2 72.7 75.5 72.7 72.9 74.6 73.5 73
106.2 105.9 106.4 101.9 107.6 108.7 105.8 107.1 108.9 106.5 107.2 108.2 107.4 107
61.4 61.0 62.7 60.7 62.5 62.9 60.3 61.9 63.0 60.5 61.3 62.2 61.3 62
72.6 72.2 73.5 70.1 74.0 74.7 71.8 73.4 74.9 72.6 73.2 74.2 73.3 73
63.6 63.7 65.4 64.3 64.7 64.3 63.0 63.8 64.3 61.3 62.8 62.5 62.3 64
56.8 56.0 58.0 56.8 57.8 58.1 55.8 57.3 58.0 55.9 56.7 57.4 56.8 57
88.0 88
68.4 67.9 69.9 68.7 69.4 69.6 67.8 69.0 69.5 67.1 68.2 68.9 68.2 69
81.9 79.7 82.5 82.0 82.9 83.6 80.7 82.7 83.3 82.1 82.3 83.0 82.8 82
60.3 59.3 63.1 61.2 60.5 62.8 61.8 62.3 62.3 61.0 62.2 62.4 62.1 62
73.1 71.8 76.4 74.1 72.5 76.5 75.8 76.1 75.9 75.2 76.3 76.5 76.3 75
68.2 67.2 70.9 69.0 68.3 70.8 69.7 70.1 70.2 68.8 70.0 70.4 69.9 69
67.6 65.2 68.0 67.7 68.8 69.4 66.7 68.4 69.0 68.1 68.2 69.0 69.0 68
88.3 84.7 87.0 86.7 88.2 89.2 86.4 85.5 87.6 85.9 86.5 86.8 86.2 87
AVERAGE 8/29/2018 8/30/2018 8/31/2018 9/1/2018 9/2/2018 9/3/2018 9/4/2018 9/5/2018 9/6/2018 9/7/2018 9/8/2018 9/9/2018 9/10/2018 AVG:
CITY OF TEMPLE PRESSURE RECORDER DATA CALIBRATION DAILY MINIMUM / MAXIMUM PRESSURE 920 PRESSURE PLANE MAXIMUM 8/14/2018 8/15/2018 8/16/2018 8/17/2018 8/18/2018 8/19/2018 8/20/2018 8/21/2018 8/22/2018 8/23/2018 8/24/2018 8/25/2018 8/26/2018 AVG:
920-01
920-02
920-03
920-04
920-05
920-06
920-07
920-08
920-09
920-10
920-11
920-12
920-13
920-14
920-15
920-16
920-17
920-18
920-19
920-20
-
-
-
-
89.9 76.8 81.8 80.5 106.9 76.7 128.0 135.9 193.7 109.9 96.6 233.0 202.2 124
-
-
-
-
93.7 94.3 96.1 89.5 106.3 95.0 91.8 96.1 106.8 91.2 114.4 117.7 115.7 101
73.8 73.6 73.6 72.4 89.8 77.8 72.3 73.7 90.2 74.4 97.8 100.9 99.4 82
64.2 69.9 63.7 62.5 80.4 68.1 72.5 64.2 81.3 64.4 88.6 91.6 89.9 74
85.2 88.8 88.7 86.0 101.2 90
54.3 55.4 61.6 58.5 53.5 60.9 70.0 60.3 52.6 55.9 62.5 59.7 66.1 59
70.3 72.3 70.0 68.8 86.7 74.6 69.7 70.0 88.0 70.4 95.3 75.0 96.5 78
152.2 152.2 152.2 147.8 150.5 151.3 125.3 152.3 140.1 152.1 149.6 164.8 152.0 149
121.1 124.1 123.0 121.7 123.6 124.5 97.6 126.2 112.5 125.7 122.5 137.3 123.9 122
113.7 115.0 116.9 112.5 114.3 115.3 88.2 116.6 104.5 116.3 114.1 128.5 129.7 114
62.8 64.3 66.0 77.1 83.7 67.0 72.9 63.3 80.7 73.5 86.8 89.2 88.3 75
-
920-01
920-02
920-03
920-04
920-05
920-06
920-07
920-08
920-09
920-10
920-11
920-12
920-13
920-14
920-15
920-16
920-17
920-18
920-19
920-20
-
-
-
-
41.0 20.6 39.1 24.1 41.4 27.1 33.0 34.2 34.8 30.7 39.7 19.6 19.0 31
-
-
-
-
75.4 71.6 68.4 75.7 69.9 74.3 67.7 76.1 74.0 75.4 72.3 75.3 74.9 73
61.3 59.9 59.7 59.8 60.6 60.0 53.0 60.5 58.6 59.7 61.0 59.7 59.0 59
46.3 50.3 50.5 49.6 51.4 50.8 41.3 50.9 49.1 50.5 49.9 50.5 49.9 49
67.7 59.9 66.0 65.6 67.3 65
35.5 33.4 37.7 40.0 21.0 38.3 42.1 39.0 34.5 37.7 41.2 34.1 36.8 36
59.7 57.7 57.8 57.5 58.8 58.0 52.5 58.2 56.4 56.6 58.3 58.1 56.7 57
89.6 66.9 85.0 96.6 90.3 84.8 84.8 95.3 91.9 93.2 83.5 89.0 84.1 87
63.6 28.3 37.6 67.8 46.5 36.4 55.8 66.9 62.7 64.0 54.3 57.5 63.1 54
53.9 13.6 13.6 58.9 23.6 16.1 48.4 57.2 53.3 53.0 42.1 55.5 54.6 42
41.1 36.7 42.9 15.6 38.2 47.4 39.2 45.0 43.6 46.3 44.9 40.5 39.0 40
-
MINIMUM 8/14/2018 8/15/2018 8/16/2018 8/17/2018 8/18/2018 8/19/2018 8/20/2018 8/21/2018 8/22/2018 8/23/2018 8/24/2018 8/25/2018 8/26/2018 AVG:
CITY OF TEMPLE PRESSURE RECORDER DATA CALIBRATION STANDARD DEVIATION OF PRESSURE & AVERAGE PRESSURE 920 PRESSURE PLANE STANDARD DEVIATION 920-01 920-02 8/14/2018 8/15/2018 8/16/2018 8/17/2018 8/18/2018 8/19/2018 8/20/2018 8/21/2018 8/22/2018 8/23/2018 8/24/2018 8/25/2018 8/26/2018 AVG:
920-03
920-04
920-05
920-06
920-07
920-08
920-09
920-10
920-11
920-12
920-13
920-14
920-15
920-16
920-17
920-18
920-19
920-20
-
-
-
-
9.5 10.0 10.3 9.9 9.9 10.6 10.5 10.7 11.5 10.7 12.1 12.1 12.1 11
-
-
-
-
2.6 3.2 3.2 2.9 4.4 3.3 2.9 3.0 3.9 3.4 6.4 4.7 5.3 4
2.6 2.9 2.8 2.4 4.3 3.0 2.8 2.9 4.0 2.9 6.2 4.4 5.0 4
2.6 2.9 2.9 2.5 4.1 2.9 3.0 3.0 4.1 2.8 6.3 4.3 5.0 4
4.3 6.2 4.7 6.3 7.6 6
3.6 2.9 4.4 3.4 3.8 3.4 4.4 3.6 3.4 3.3 3.0 3.6 5.3 4
2.5 2.9 2.6 2.2 4.0 2.7 2.7 2.7 3.9 2.6 6.2 3.5 4.7 3
18.8 23.5 17.1 21.1 20.9 21.5 5.7 20.5 12.3 20.0 13.3 21.1 18.2 18
16.3 21.6 14.9 21.6 21.4 22.0 5.9 21.0 12.6 20.8 13.6 21.6 18.6 18
16.3 21.3 15.7 21.4 21.4 22.0 5.7 20.9 12.5 20.5 13.5 21.5 18.7 18
2.6 3.1 3.0 2.9 4.5 3.0 3.0 2.8 4.3 3.1 6.3 4.5 4.9 4
-
920-01
920-02
920-03
920-04
920-05
920-06
920-07
920-08
920-09
920-10
920-11
920-12
920-13
920-14
920-15
920-16
920-17
920-18
920-19
920-20
-
-
-
-
60.1 58.8 59.6 59.0 59.7 60.3 58.5 59.5 58.7 58.4 61.8 60.9 60.5 60
-
-
-
-
84.1 82.9 83.6 83.0 84.0 84.3 82.6 83.9 82.7 83.0 85.8 84.8 84.6 84
67.6 66.5 67.3 66.3 67.4 67.9 66.6 67.4 66.7 66.6 69.5 68.3 68.2 67
58.0 56.9 57.9 56.9 58.0 58.4 57.5 58.1 57.3 57.1 60.1 58.7 58.7 58
77.6 76.7 75.7 77.3 79.2 77
47.1 45.8 49.0 45.4 45.3 46.5 51.0 48.2 45.7 45.6 48.5 47.2 47.6 47
64.7 63.7 64.5 63.6 64.7 65.1 64.1 64.8 64.0 63.8 66.9 65.5 65.4 65
124.2 123.0 115.1 123.3 123.7 122.1 104.9 120.3 112.9 119.9 115.3 122.9 118.4 119
94.6 93.2 86.1 95.7 96.1 95.1 76.9 92.7 84.9 92.9 87.5 95.1 90.6 91
85.5 84.1 77.8 86.7 87.1 85.5 67.9 83.6 76.0 83.3 78.6 86.2 82.0 82
56.2 55.0 55.7 54.8 56.2 56.7 55.0 56.4 55.3 55.2 58.1 56.9 56.7 56
-
AVERAGE 8/14/2018 8/15/2018 8/16/2018 8/17/2018 8/18/2018 8/19/2018 8/20/2018 8/21/2018 8/22/2018 8/23/2018 8/24/2018 8/25/2018 8/26/2018 AVG:
720 PRESSURE PLANE Pressure Range of Average Mesaured Field Data & Pressure Range of Modeled Results
- Range of Average Measured Values
- Average of Daily Average Measured Values
Pressure (psi)
160
160
140
140
120
120
100
100
80
80
60
60
40
40
20
20
0
Pressure (psi)
- 1 + /- Average Daily Standard Deviation of Measured Values
- Range of Modeled Values
0 720-01
720-02
720-03
720-04
-
720-06
720-07
720-08
720-09
-
-
-
-
-
-
-
-
-
-
-
Pressure Recorder Location Identifier
08/14/2018-08/27/2018
785 PRESSURE PLANE Mesaured Field Data & Modeled Results
- Range of Average Measured Values
- Average of Daily Average Measured Values
Pressure (psi)
160
160
140
140
120
120
100
100
80
80
60
60
40
40
20
20
0
Pressure (psi)
- 1 + /- Average Daily Standard Deviation of Measured Values
- Range of Modeled Values
0 785-01
785-02
785-03
785-04
785-05
785-06
785-07
785-08
785-09
785-10
785-11
785-12
785-13
785-14
785-15
785-16
785-17
785-18
785-19
-
Pressure Recorder Location Identifier
08/01/2018-08/12/2018
835 PRESSURE PLANE Mesaured Field Data & Modeled Results
- Range of Average Measured Values
- Average of Daily Average Measured Values
Pressure (psi)
160
160
140
140
120
120
100
100
80
80
60
60
40
40
20
20
0
Pressure (psi)
- 1 + /- Average Daily Standard Deviation of Measured Values
- Range of Modeled Values
0 835-01
835-02
835-03
835-04
835-05
835-06
835-07
835-08
835-09
835-10
835-11
835-12
835-13
835-14
835-15
835-16
835-17
835-18
835-19
-
Pressure Recorder Location Identifier
09/12/2018-09/24/2018
876 PRESSURE PLANE Mesaured Field Data & Modeled Results
- Range of Average Measured Values
- Average of Daily Average Measured Values
Pressure (psi)
160
160
140
140
120
120
100
100
80
80
60
60
40
40
20
20
0
Pressure (psi)
- 1 + /- Average Daily Standard Deviation of Measured Values
- Range of Modeled Values
0 876-01
876-02
876-03
876-04
876-05
876-06
876-07
876-08
876-09
876-10
876-11
876-12
876-13
876-14
876-15
876-16
876-17
876-18
876-19
876-20
Pressure Recorder Location Identifier
08/29/2018-09/10/2018
920 PRESSURE PLANE Mesaured Field Data & Modeled Results
- Range of Average Measured Values
- Average of Daily Average Measured Values
Pressure (psi)
160
160
140
140
120
120
100
100
80
80
60
60
40
40
20
20
0
Pressure (psi)
- 1 + /- Average Daily Standard Deviation of Measured Values
- Range of Modeled Values
0 -
-
-
-
920-05
-
-
-
-
920-10
920-11
920-12
920-13
920-14
920-15
920-16
920-17
920-18
920-19
-
Pressure Recorder Location Identifier
08/14/2018-08/26/2018
Appendix F
CITY OF TEMPLE 2019 WATER MASTER PLAN EXTENDED PERIOD SIMULATION PUMP CONTROLS Existing System Plane
Storage Tank
Level
Feature
Status Active Closed
720
720 720
< >
28.0 ft 36.0 ft
GPV 83, 84, 85 GPV 83, 84, 85
< > < < > >
26.0 ft 34.0 ft 20.0 ft 24.0 ft 35.0 ft 27.8 ft
New High Service New High Service
On Off
785
Airport Airport Apache OR Scott Apache OR Scott
Loop 363 Booster
On
Loop 363 Booster
Off
FM 2483
<
30.0 ft
Pepper Creek
>
24.9 ft
FM 2305 Pump Station Airport Pump Station FM 2305 Pump Station Airport Pump Station
On On Off Off
Avenue G North OR Avenue G South Avenue G AND Avenue G South West Park OR Nugent OR 25th Street OR Taylor West Park AND Nugent AND 25th Street AND Taylor
< < > > < < < < > > > >
6.7 ft 6.7 ft 12.7 ft 12.7 ft 24.0 ft 18.0 ft 24.0 ft 20.0 ft 34.0 ft 38.0 ft 36.5 ft 33.0 ft
Old High Service
On
Old High Service
Off
Avenue G Pump Station
On
Avenue G Pump Station
Off
Range Road
<
22.0 ft
Range Road
>
31.0 ft
West Park Pump Station Old Howard Pump Station West Park Pump Station Old Howard Pump Station
On On Off Off
835
876
920
Ultimate System Plane
720
785
835
876
Storage Tank
Level
Feature
Status
GPV 83, 84, 85 GPV 83, 84, 85
Active Closed
720 720 Prop. South Temple GST OR Prop. South Temple EST Prop. South Temple GST AND Prop. South Temple EST Prop. HWY 317 GST OR Prop. South Temple EST Prop. HWY 317 GST AND Prop. South Temple EST
< > < < > > < < > >
28.0 ft 36.0 ft 20.0 ft 17.5 ft 39.5 ft 34.5 ft 20.0 ft 28.0 ft 39.5 ft 36.0 ft
Airport OR Airport AND Apache OR Apache OR Scott OR Scott AND
< < > > < < > > < < > >
26.0 ft 20.0 ft 34.0 ft 35.0 ft 20.0 ft 24.0 ft 35.0 ft 27.8 ft 24.0 ft 17.0 ft 27.8 ft 33.5 ft
FM 2483
<
30.0 ft
Prop. Pepper Creek
>
39.9 ft
Avenue G North OR Avenue G South Avenue G North AND Avenue G South 25th Street OR Taylor 25th Street AND Taylor West Park OR Nugent OR 25th Street OR Taylor West Park AND Nugent AND 25th Street AND Taylor
< < > > < < > > < < < < < < < <
6.7 ft 6.7 ft 12.7 ft 12.7 ft 24.0 ft 20.0 ft 36.5 ft 33.0 ft 24.0 ft 18.0 ft 24.0 ft 20.0 ft 34.0 ft 38.0 ft 36.5 ft 33.0 ft
Apache Apache Scott Scott Prop. MLK Prop. MLK
Prop. New High Service #2-South
On
Prop. New High Service #2-South
Off
Prop. New High Service #2-West
On
Prop. New High Service #2-West
Off
New High Service Prop. HWY 317 Pump Station (785) New High Service Prop. HWY 317 Pump Station (785)
On On Off Off
Loop 363 Booster
On
Loop 363 Booster
Off
Prop. South Temple PS (785)
On
Prop. South Temple PS (785)
Off
FM 2305 Pump Station Airport Pump Station Prop. HWY 317 Pump Station (835) FM 2305 Pump Station Airport Pump Station Prop. HWY 317 Pump Station (835)
On On On Off Off Off
Old High Service
On
Old High Service
Off
Prop. South Temple PS (876)
On
Prop. South Temple PS (876)
Off
Avenue G Pump Station
On
Avenue G Pump Station
Off
920
Range Road OR Prop. Eberhardt
< <
22.0 ft 17.5 ft
Range Road AND Prop. Eberhardt
> >
31.0 ft 34.5 ft
West Park Pump Station Old Howard Pump Station Prop. McLane Pump Station West Park Pump Station Old Howard Pump Station Prop. McLane Pump Station
On On On Off Off Off
Appendix G
City of Temple, Texas Preliminary Opinion of Probable Costs - Summary & Priority Group FY 2019-2021 CHARTER OAK WATER TRANSMISSION MAIN
$
3,700,000
785 PLANE - HOGAN ROAD 12" WATER LINE
$
700,000
785 PLANE - POISON OAK 12" WATER LINE TO PEA RIDGE
$
800,000
785 PLANE - 12" WATERLINE LOOP 363 & HIGHWAY 36
$
2,100,000
785 PLANE - 12" WATER LINE IMPROVEMENTS LORRAINE/ TOWER ROAD/LOOP 363
$
600,000
785 PLANE - HICKORY ROAD & THORNTON LANE 12" WATER LINE IMPROVEMENTS
$
400,000
720 PLANE - KEGLEY ROAD 12" WATER LINE
$
1,000,000
720 PLANE - 36" NORTHWEST TRANSMISSION LINE
$
7,100,000
REHABILITATION OF 720 EST (1.0 MG)
$
700,000
835 PLANE - NORTH POINT ROAD 8" WATER LINE
$
200,000
835 PLANE - WINDMILL FARMS TO FM 2483 10" WATER LINE
$
600,000
876 PLANE - WEST ADAMS/49TH STREET 12" WATERLINE
$
300,000
876 PLANE - NORTH APACHE DRIVE 12" WATER LINE
$
200,000
920 PLANE - WENDLAND ROAD TO IH35
$
1,000,000
920 PLANE - CENTRAL POINTE TO CORPORATE WAY
$
2,700,000
920 PLANE - IH35 TO RANGE ROAD EST 12" WATER LINE
$
1,200,000
920 PLANE - LUCIUS MCCELVEY DRIVE AREA 12" WATER LINES
$
700,000
920 PLANE - LOOP 363 & MCLANE PARKWAY 18" WATER LINE
$
1,800,000
STATE HIGHWAY 317 PUMP STATION PROPERTY
$
50,000
SOUTH TEMPLE PUMP STATION PROPERTY
$
75,000
REHABILITATION OF APACHE EST (0.5 MG)
$
700,000
HIGH SERVICE PUMP STATION & CLEAR WELL AT MEMBRANE PLANT
$
10,000,000
$ FY 2019-2021 SUBTOTAL $
18,500,000 55,125,000
$
4,600,000.00
785/835 PLANES - 2 MG GROUND STORAGE AT SH 317
$
2,200,000
835 PLANE - STATE HIGHWAY 317 PUMP STATION
$
1,700,000
REHABILITATION OF 25th STREET TANK (1.0 MG)
$
700,000
REHABILITATION OF WEST PARK TANK (1.0 MG)
$ FY 2022-2023 SUBTOTAL $
900,000 10,100,000
MEMBRANE PLANT EXPANSION AT EXISTING FACILITY FY 2022-2023 920 PLANE - 1.5 MG ELEVATED STORAGE TANK
FY 2024-2025 785/876 PLANES-SOUTH TEMPLE TRANSMISSION LINE D: LOOP 363 TO 25TH STREET TANK $
800,000
876 PLANE - NORTHEAST LOOP 363 A: AVENUE H - LAVENDUSKY
$
1,100,000
876 PLANE - NORTHEAST LOOP 363 B: LAVENDUSKY - FM 438
$
1,300,000
876 PLANE - NORTHEAST LOOP 363 C: FM 438 - IH35
$
1,700,000
835 PLANE - 12" WATERLINE FROM STATE HIGHWAY 317 TO PEPPER CREEK TANK
$
2,000,000
REHABILITATION OF TAYLOR TANK (1.0 MG)
$
1,000,000
REHABILITATION OF NUGENT TANK (0.5 MG)
$ FY 2024-2025 SUBTOTAL $
700,000 8,600,000
$
700,000.00
785/876 PLANES - SOUTH TEMPLE (2 MG) GROUND STORAGE
$
2,400,000
785/876 PLANES - SOUTH TEMPLE PUMP STATION
$
2,300,000
785/876 PLANES-SOUTH TEMPLE TRANSMISSION LINE A: SHALLOW FORD TO RAILROAD
$
3,200,000
785/876 PLANES-SOUTH TEMPLE TRANSMISSION LINE B: RAILROAD TO 5TH STREET
$
2,500,000
785/876 PLANES-SOUTH TEMPLE TRANSMISSION LINE C: 5TH STREET TO LOOP 363 $ FY 2025-2030 SUBTOTAL $
2,200,000 13,300,000
FY 2025-2030 REHABILITATION OF FM 2483 (1.0 MG)
2019 Master Plan
Appendix G Opinions of Probable Cost for Water System Projects Fiscal Year 2019-2021
FY 2019-2021
CHARTER OAK WATER TRANSMISSION MAIN Phase III and IV - IMPORT FITTINGS ALLOWED PRELIMINARY OPINION OF PROBABLE COST Item No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45
Description Mobilization, Bonds and Insurance Right-of-Way Preparation Clean-Up and Final Grading Trench Safety Plan Storm Water Pollution Prevention Plan (SW3P) Preparing Traffic Control Plan Traffic Control Plan Implementation Provide Record Drawings Provide Site DVD Pressure Testing Temporary Sampling Stations Temporary Flush Assemblies Trench Safety Plan Implementation (Pipe) Trench Safety (manholes/bore pits) Remove & Replace Fencing as Necessary Remove & Replace Gravel Roadway Sawcut, Remove & Replace Concrete Roadway Sawcut, Remove & Replace Asphalt Roadway 36" Encasement by Bore 8" Water Line 18" Water Line 24" Water Line Air Release Valve Assembly 8" Gate Valves 18" Gate Valves 24" Gate Valves Standard Fire Hydrant Installation Connect to Existing 8" Water Line Connect to Existing 18" Water Line Connect to Existing 24" Water Line 8" 11.25° Bend 8" 22.5° Bend 8" 45° Bend 8" Plug 18" 90° Bend 24" 11.25° Bend 24" 22.5° Bend 24" 45° Bend 24" 90° Bend 24" Plug 24" x 18" Tee 24" Tee Rock Berm Silt Fence Hydromulch
Estimated Quantity 100% LS 169 STA 16,892 LF 100% LS 100% LS 100% LS 100% LS 100% LS 100% LS 100% LS 100% LS 100% LS 16,892 LF 6,720 SF 100% LS 80 LF 441 LF 4,204 LF 632 LF 3,000 LF 25 LF 13,867 LF 5 EA 3 EA 1 EA 9 EA 9 EA 1 EA 1 EA 2 EA 3 EA 2 EA 3 EA 1 EA 1 EA 22 EA 8 EA 16 EA 1 EA 4 EA 1 EA 2 EA 200 LF 16,892 LF 27,038 SY
Unit Price $ 167,000.00 150.00 2.00 2,400.00 3,950.00 3,950.00 15,800.00 1,500.00 2,500.00 17,000.00 15,000.00 18,000.00 1.50 1.20 5,000.00 20.00 90.00 65.00 750.00 50.00 150.00 110.00 10,000.00 2,000.00 16,000.00 18,000.00 6,000.00 3,500.00 5,000.00 5,000.00 750.00 750.00 750.00 600.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 1,500.00 3,500.00 4,000.00 50.00 3.00 1.00
Construction Cost Contingencies (10%) TOTAL PROJECT USE
$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $
Extension Total 167,000.00 25,350.00 33,784.00 2,400.00 3,950.00 3,950.00 15,800.00 1,500.00 2,500.00 17,000.00 15,000.00 18,000.00 25,338.00 8,064.00 5,000.00 1,600.00 39,690.00 273,260.00 474,000.00 150,000.00 3,750.00 1,525,370.00 50,000.00 6,000.00 16,000.00 162,000.00 54,000.00 3,500.00 5,000.00 10,000.00 2,250.00 1,500.00 2,250.00 600.00 2,500.00 55,000.00 20,000.00 40,000.00 2,500.00 6,000.00 3,500.00 8,000.00 10,000.00 50,676.00 27,038.00
$ 3,350,620.00 $ 335,062.00 $ 3,685,682.00 $ 3,700,000.00 2019 Master Plan
FY 2019-2021
785 PLANE - HOGAN ROAD 12" WATER LINE PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
3
Clean-Up and Final Grading
4
Estimated Quantity
Unit Price
100% LS
Extension Total
30,000.00
$
30,000.00
100.00
4,400.00
4,400 LF
2.00
8,800.00
Trench Safety Plan
100% LS
5,000.00
5,000.00
5
Storm Water Pollution Prevention Plan (SW3P)
100% LS
5,000.00
5,000.00
6
SW3P Implementation
100% LS
7,500.00
7,500.00
7
Preparing Traffic Control Plan
100% LS
5,000.00
5,000.00
8
Traffic Control Plan Implementation
100% LS
7,500.00
7,500.00
9
Provide Record Drawings (AS-BUILTS)
100% LS
5,000.00
5,000.00
10 Trench Safety Plan Implementation (Pipe)
4,400 LF
2.00
8,800.00
11 Trench Safety (manholes/bore pits)
1,500 SF
2.00
3,000.00
12 12" Water Line
4,400 LF
50.00
220,000.00
11 EA
4,500.00
49,500.00
6 EA
3,000.00
18,000.00
100% LS
10,000.00
10,000.00
210 LF
475.00
99,750.00
13 Standard Fire Hydrant Installation 14 12" Gate Valves 15 Fittings 16 24" Encasement by Bore
44 STA
17 Concrete Replacement
135 LF
50.00
6,750.00
18 Asphalt Replacement
160 LF
50.00
8,000.00
19 Gravel Replacement
200 LF
20.00
4,000.00
100 LF 100% LS
50.00 55,000.00
5,000.00 55,000.00
20 Concrete Encasement 21 Miscellaneous
Construction Cost $ Contingencies (10%) $ TOTAL PROJECT $
566,000.00
$
700,000.00
USE
56,600.00 622,600.00
Note: Right-of-Way Costs are included as part of roadway project.
2019 Master Plan
FY 2019-2021
720 PLANE - POISON OAK 12" WATER LINE TO OLD WACO RD PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
Estimated Quantity
Unit Price
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
100.00
6,000.00
3
Clean-Up and Final Grading
6,000 LF
2.00
12,000.00
4
Trench Safety Plan
100% LS
5,000.00
5,000.00
5
Storm Water Pollution Prevention Plan (SW3P)
100% LS
10,000.00
10,000.00
6
SW3P Implementation
100% LS
30,000.00
30,000.00
7
Preparing Traffic Control Plan
100% LS
10,000.00
10,000.00
8
Traffic Control Plan Implementation
100% LS
10,000.00
10,000.00
9
Provide Record Drawings (AS-BUILTS)
100% LS
5,000.00
5,000.00
6,000 LF
2.00
12,000.00
910 SF
2.00
1,820.00
6,000 LF
50.00
300,000.00
15 EA
4,500.00
67,500.00
8 EA
3,000.00
24,000.00
100% LS
18,000.00
18,000.00
160 LF
475.00
76,000.00
100 LF 100% LS
20.00 70,000.00
2,000.00 70,000.00
10 Trench Safety Plan Implementation (Pipe) 11 Trench Safety (manholes/bore pits) 12 12" Water Line 13 Standard Fire Hydrant Installation 14 12" Gate Valves 15 Fittings 16 24" Encasement by Bore 17 Gravel Replacement 18 Miscellaneous
100% LS
Extension Total
35,000.00
60 STA
$
35,000.00
Construction Cost $ Contingencies (10%) $ $ TOTAL PROJECT
694,320.00
$
800,000.00
USE
69,432.00 763,752.00
Note: Right-of-Way Costs are included as part of roadway project.
2019 Master Plan
FY 2019-2021
785 PLANE - 12" WATERLINE LOOP 363 & HIGHWAY 36 PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
3
Clean-Up and Final Grading
4
Estimated Quantity
Unit Price
100% LS
Extension Total
65,000.00
$
65,000.00
100.00
13,500.00
13,500 LF
2.00
27,000.00
Trench Safety Plan
100% LS
5,000.00
5,000.00
5
Storm Water Pollution Prevention Plan (SW3P)
100% LS
5,000.00
5,000.00
6
SW3P Implementation
100% LS
7,500.00
7,500.00
7
Preparing Traffic Control Plan
100% LS
5,000.00
5,000.00
8
Traffic Control Plan Implementation
100% LS
7,500.00
7,500.00
9
Provide Record Drawings (AS-BUILTS)
100% LS
5,000.00
5,000.00
13,500 LF
2.00
27,000.00
10 Trench Safety Plan Implementation (Pipe) 11 Trench Safety (manholes/bore pits)
135 STA
910 SF
2.00
1,820.00
13,500 LF
50.00
675,000.00
13 Standard Fire Hydrant Installation
34 EA
4,500.00
153,000.00
14 12" Gate Valves
17 EA
3,000.00
51,000.00
100% LS
30,000.00
30,000.00
115 LF
475.00
54,625.00
17 Asphalt Replacement
90 LF
50.00
4,500.00
18 Concrete Encasement 19 Miscellaneous
80 LF 100% LS
50.00 115,000.00
4,000.00 115,000.00
12 12" Water Line
15 Fittings 16 24" Encasement by Bore
Construction Cost $ Construction Costs Use $
1,256,445.00 1,300,000.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
439,091.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
377,000.00
TOTAL PROJECT
$
2,072,536.00
USE
$
2,100,000.00
500,000.00
400,000.00
2019 Master Plan
FY 2019-2021
785 PLANE - 12" WATER LINE IMPROVEMENTS LORRAINE/ TOWER ROAD/LOOP 363 PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
3
Clean-Up and Final Grading
4
Estimated Quantity
Unit Price
100% LS
$
31 STA
Extension Total
15,000.00
$
15,000.00
100.00
3,100.00
3,100 LF
2.00
6,200.00
Trench Safety Plan
100% LS
5,000.00
5,000.00
5
Storm Water Pollution Prevention Plan (SW3P)
100% LS
3,000.00
3,000.00
6
SW3P Implementation
100% LS
5,000.00
5,000.00
7
Preparing Traffic Control Plan
100% LS
3,000.00
3,000.00
8
Traffic Control Plan Implementation
100% LS
5,000.00
5,000.00
9
Provide Record Drawings (AS-BUILTS)
100% LS
5,000.00
5,000.00
10 Trench Safety Plan Implementation (Pipe)
3,100 LF
2.00
6,200.00
11 12" Water Line
3,100 LF
50.00
155,000.00
12 Standard Fire Hydrant Installation
8 EA
4,500.00
36,000.00
13 12" Gate Valves
4 EA
3,000.00
12,000.00
40 LF
475.00
19,000.00
100% LS 100% LS
10,000.00 30,000.00
10,000.00 30,000.00
14 24" Encasement by Bore 15 Fittings 16 Miscellaneous
Construction Cost $ Construction Costs Use $
318,500.00 400,000.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
136,995.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
96,000.00 100,000.00
TOTAL PROJECT
$
551,495.00
USE
$
600,000.00
200,000.00
2019 Master Plan
FY 2019-2021
785 PLANE - HICKORY ROAD & THORNTON LANE 12" WATER LINE IMPROVEMENTS PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
3
Clean-Up and Final Grading
4
Trench Safety Plan
5
Storm Water Pollution Prevention Plan (SW3P)
6
SW3P Implementation
7
Estimated Quantity
Unit Price
100% LS
$
24 STA
Extension Total
10,000.00
$
10,000.00
100.00
2,400.00
2.00
3,500.00
100% LS
5,000.00
5,000.00
100% LS
3,000.00
3,000.00
100% LS
5,000.00
5,000.00
Preparing Traffic Control Plan
100% LS
3,000.00
3,000.00
8
Traffic Control Plan Implementation
100% LS
5,000.00
5,000.00
9
Provide Record Drawings (AS-BUILTS)
1,750 LF
100% LS
5,000.00
5,000.00
10 Trench Safety Plan Implementation (Pipe)
2,400 LF
2.00
4,800.00
11 12" Water Line
2,400 LF
50.00
120,000.00
12 Standard Fire Hydrant Installation
6 EA
4,500.00
27,000.00
13 12" Gate Valves
3 EA
3,000.00
9,000.00
100% LS 100% LS
7,200.00 25,000.00
7,200.00 25,000.00
14 Fittings 15 Miscellaneous
Construction Cost $ Construction Costs Use $
234,900.00 300,000.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
53,819.00 100,000.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
100,000.00
TOTAL PROJECT
$
359,719.00
USE
$
400,000.00
71,000.00
2019 Master Plan
FY 2019-2021
720 PLANE - KEGLEY ROAD 12" WATER LINE PRELIMINARY OPINION PROBABLE CONSTRUCTION COST Item No.
Description
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
3
Clean-Up and Final Grading
4
Estimated Quantity
Unit Price
100% LS
Extension Total
40,000.00
49 STA
$
40,000.00
100.00
4,900.00
4,900 LF
2.00
9,800.00
Trench Safety Plan
100% LS
5,000.00
5,000.00
5
Storm Water Pollution Prevention Plan (SW3P)
100% LS
5,000.00
5,000.00
6
SW3P Implementation
100% LS
7,500.00
7,500.00
7
Preparing Traffic Control Plan
100% LS
5,000.00
5,000.00
8
Traffic Control Plan Implementation
100% LS
7,500.00
7,500.00
9
Provide Record Drawings (AS-BUILTS)
100% LS
5,000.00
5,000.00
10
Trench Safety Plan Implementation (Pipe)
4,900 LF
2.00
9,800.00
11
Trench Safety (manholes/bore pits)
1,000 SF
2.00
2,000.00
12
12" Water Line
4,400 LF
50.00
220,000.00
13
6" Water Line
500 LF
40.00
20,000.00
14
Standard Fire Hydrant Installation
30 EA
4,500.00
135,000.00
15
12" Gate Valves
30 EA
3,000.00
90,000.00
16
6" Gate Valves
5 EA
1,200.00
6,000.00
17
Fittings
100% LS
60,200.00
60,200.00
18 19
24" Encasement by Bore Miscellaneous
300 LF 100% LS
475.00 80,000.00
142,500.00 80,000.00
Construction Cost $ Contingencies (10%) $ TOTAL PROJECT $
855,200.00
$
1,000,000.00
USE
85,520.00 940,720.00
Note: Right-of-Way Costs are included as part of roadway project.
2019 Master Plan
FY 2019-2021
720 PLANE - 36" NORTHWEST TRANSMISSION LINE PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
3
Clean-Up and Final Grading
4
Estimated Quantity
Unit Price
100% LS
$
190,000.00
$
190,000.00
100.00
18,500.00
18,500 LF
2.00
37,000.00
Trench Safety Plan
100% LS
5,000.00
5,000.00
5
Storm Water Pollution Prevention Plan (SW3P)
100% LS
5,000.00
5,000.00
6
SW3P Implementation
100% LS
10,000.00
10,000.00
7
Preparing Traffic Control Plan
100% LS
5,000.00
5,000.00
8
Traffic Control Plan Implementation
100% LS
5,000.00
5,000.00
9
Provide Record Drawings (AS-BUILTS)
100% LS
5,000.00
5,000.00
18,500 LF
2.00
37,000.00
10 Trench Safety Plan Implementation (Pipe) 11 Trench Safety (manholes/bore pits)
185 STA
Extension Total
2,000 SF
2.00
4,000.00
18,500 LF
180.00
3,330,000.00
13 Standard Fire Hydrant Installation
47 EA
4,500.00
211,500.00
14 36" Gate Valves
24 EA
25,000.00
600,000.00
15 Fittings
100% LS
200,000.00
200,000.00
16 48" Encasement by Bore 17 Miscellaneous
200 LF 100% LS
850.00 340,000.00
170,000.00 340,000.00
12 36" Water Line
Construction Cost $ Construction Costs Use $
5,173,000.00 5,200,000.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
313,940.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
1,552,000.00
TOTAL PROJECT
$
7,038,940.00
USE
$
7,100,000.00
400,000.00
1,600,000.00
2019 Master Plan
FY 2019-2020
720 PLANE - REHABILITATION OF 1.0 MG ELEVATED STORAGE TANK PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
Estimated Quantity
Unit Price $
25,000.00
Extension Total
1
Mobilization, Bonds and Insurance
100% LS
$
25,000.00
2
Prepare and Paint Interior, 720 Tank
100% LS
125,000.00
125,000.00
3
Prepare and Paint Exterior, 720 Tank
100% LS
175,000.00
175,000.00
4
Containment/Dust Collection, 720 Tank
100% LS
75,000.00
75,000.00
5
Dehumidification, 720 Tank
100% LS
20,000.00
20,000.00
6
Welding Repairs, 720 Tank
100% LS
10,000.00
10,000.00
7
Miscellaneous Modifications to Appurtenances
100% LS
30,000.00
30,000.00
8 9
Logos Miscellaneous
2 EA 100% LS
5,000.00 55,000.00
10,000.00 55,000.00
Construction Cost $
525,000.00
Construction Costs Use $
600,000.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
105,000.00 200,000.00
TOTAL PROJECT
$
630,000.00
USE
$
700,000.00
2019 Master Plan
FY 2019-2020
835 PLANE - NORTH POINT ROAD 8" WATER LINE PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
Estimated Quantity
Unit Price
100% LS
Extension Total
1
Mobilization, Bonds and Insurance
10,000.00
2
Right-of-Way Preparation
100.00
1,000.00
3
Clean-Up and Final Grading
1,000 LF
2.00
2,000.00
4
Trench Safety Plan
100% LS
5,000.00
5,000.00
5
Storm Water Pollution Prevention Plan (SW3P)
100% LS
5,000.00
5,000.00
6
SW3P Implementation
100% LS
7,500.00
7,500.00
7
Preparing Traffic Control Plan
100% LS
5,000.00
5,000.00
8
Traffic Control Plan Implementation
100% LS
7,500.00
7,500.00
9
Provide Record Drawings (AS-BUILTS)
100% LS
5,000.00
5,000.00
10 Trench Safety Plan Implementation (Pipe)
1,000 LF
2.00
2,000.00
11 Trench Safety (manholes/bore pits)
1,000 SF
2.00
2,000.00
12 8" Water Line
10 STA
$
10,000.00
1,000 LF
40.00
40,000.00
13 Standard Fire Hydrant Installation
3 EA
4,500.00
13,500.00
14 8" Gate Valves
2 EA
1,600.00
3,200.00
100% LS 100% LS
10,000.00 12,000.00
10,000.00 12,000.00
15 Fittings 16 Miscellaneous
Construction Cost $ Construction Costs Use $
130,700.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
16,970.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
200,000.00
100,000.00 40,000.00 100,000.00
TOTAL PROJECT
$
187,670.00
USE
$
200,000.00
2019 Master Plan
FY 2019-2020
835 PLANE - WINDMILL FARMS TO FM 2483 10" WATER LINE PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
Estimated Quantity
Unit Price
100% LS
Extension Total
1
Mobilization, Bonds and Insurance
15,000.00
2
Right-of-Way Preparation
100.00
2,200.00
3
Clean-Up and Final Grading
2,200 LF
2.00
4,400.00
4
Trench Safety Plan
100% LS
5,000.00
5,000.00
5
Storm Water Pollution Prevention Plan (SW3P)
100% LS
5,000.00
5,000.00
6
SW3P Implementation
100% LS
7,500.00
7,500.00
7
Preparing Traffic Control Plan
100% LS
5,000.00
5,000.00
8
Traffic Control Plan Implementation
100% LS
7,500.00
7,500.00
9
Provide Record Drawings (AS-BUILTS)
100% LS
5,000.00
5,000.00
10 Trench Safety Plan Implementation (Pipe)
2,200 LF
2.00
4,400.00
11 Trench Safety (manholes/bore pits)
1,000 SF
2.00
2,000.00
12 10" Water Line
22 STA
$
15,000.00
6,000 LF
45.00
270,000.00
13 Standard Fire Hydrant Installation
6 EA
4,500.00
27,000.00
14 14" Gate Valves
3 EA
4,500.00
13,500.00
100% LS 100% LS
4,000.00 30,000.00
4,000.00 30,000.00
15 Fittings 16 Miscellaneous
Construction Cost $ Construction Costs Use $
407,500.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
37,334.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
500,000.00
100,000.00 123,000.00 200,000.00
TOTAL PROJECT
$
567,834.00
USE
$
600,000.00
2019 Master Plan
FY 2019-2020
876 PLANE - WEST ADAMS/49TH STREET 12" WATERLINE PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
3
Clean-Up and Final Grading
4
Estimated Quantity
Unit Price
100% LS
Extension Total
10,000.00
10,000.00
100.00
900.00
900 LF
2.00
1,800.00
Trench Safety Plan
100% LS
5,000.00
5,000.00
5
Storm Water Pollution Prevention Plan (SW3P)
100% LS
5,000.00
5,000.00
6
SW3P Implementation
100% LS
7,500.00
7,500.00
7
Preparing Traffic Control Plan
100% LS
5,000.00
5,000.00
8
Traffic Control Plan Implementation
100% LS
7,500.00
7,500.00
9
Provide Record Drawings (AS-BUILTS)
100% LS
5,000.00
5,000.00
10 Trench Safety Plan Implementation (Pipe)
900 LF
2.00
1,800.00
11 12" Water Line
900 LF
50.00
45,000.00
12 Standard Fire Hydrant Installation
3 EA
4,500.00
13,500.00
13 8" Gate Valves
2 EA
1,600.00
3,200.00
100% LS
5,000.00
5,000.00
15 Concrete Replacement
50 LF
50.00
2,500.00
16 Asphalt Replacement
170 LF
50.00
8,500.00
17 Concrete Encasement 18 Miscellaneous
75 LF 100% LS
50.00 20,000.00
3,750.00 20,000.00
14 Fittings
9 STA
$
Construction Cost $ Construction Costs Use $
150,950.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
29,273.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
200,000.00
100,000.00 46,000.00 100,000.00
TOTAL PROJECT
$
226,223.00
USE
$
300,000.00
2019 Master Plan
FY 2019-2020
876 PLANE - NORTH APACHE DRIVE 12" WATER LINE PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
3
Clean-Up and Final Grading
4
Estimated Quantity
Unit Price
100% LS
Extension Total
5,000.00
5,000.00
100.00
700.00
700 LF
2.00
1,400.00
Trench Safety Plan
100% LS
5,000.00
5,000.00
5
Storm Water Pollution Prevention Plan (SW3P)
100% LS
5,000.00
5,000.00
6
SW3P Implementation
100% LS
7,500.00
7,500.00
7
Preparing Traffic Control Plan
100% LS
5,000.00
5,000.00
8
Traffic Control Plan Implementation
100% LS
7,500.00
7,500.00
9
Provide Record Drawings (AS-BUILTS)
100% LS
5,000.00
5,000.00
10 Trench Safety Plan Implementation (Pipe)
700 LF
2.00
1,400.00
11 12" Water Line
700 LF
50.00
35,000.00
12 Standard Fire Hydrant Installation
2 EA
4,500.00
9,000.00
13 12" Gate Valves
1 EA
3,000.00
3,000.00
100% LS 100% LS
5,000.00 10,000.00
5,000.00 10,000.00
14 Fittings 15 Miscellaneous
7 STA
$
Construction Cost $ Construction Costs Use $
105,500.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
11,879.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
200,000.00
100,000.00 32,000.00 100,000.00
TOTAL PROJECT
$
149,379.00
USE
$
200,000.00
2019 Master Plan
FY 2019-2020
920 PLANE - OUTER LOOP WENDLAND ROAD TO I-35 PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
3
Clean-Up and Final Grading
4
Trench Safety Plan
5
Storm Water Pollution Prevention Plan (SW3P)
6
SW3P Implementation
7
Estimated Quantity
Unit Price
100% LS
Extension Total
40,000.00
95 STA
$
40,000.00
100.00
9,500.00
2.00
19,000.00
100% LS
5,000.00
5,000.00
100% LS
5,000.00
5,000.00
100% LS
7,500.00
7,500.00
Preparing Traffic Control Plan
100% LS
5,000.00
5,000.00
8
Traffic Control Plan Implementation
100% LS
7,500.00
7,500.00
9
Provide Record Drawings (AS-BUILTS)
9,500 LF
100% LS
5,000.00
5,000.00
10 Trench Safety Plan Implementation (Pipe)
9,500 LF
2.00
19,000.00
11 Trench Safety (manholes/bore pits)
1,000 SF
2.00
2,000.00
12 12" Water Line
9,500 LF
50.00
475,000.00
24 EA
4,500.00
106,875.00
12 EA
3,000.00
36,000.00
100% LS 100% LS
20,000.00 80,000.00
20,000.00 80,000.00
13 Standard Fire Hydrant Installation 14 12" Gate Valves 15 Fittings 16 Miscellaneous
Construction Cost $ Contingencies (10%) $ TOTAL PROJECT $
842,375.00
$
1,000,000.00
USE
84,237.50 926,612.50
Note: Right-of-Way Costs are included as part of roadway project.
2019 Master Plan
FY 2019-2020
920 PLANE - OUTER LOOP CENTRAL POINTE TO CORPORATE WAY PRELIMINARY OPINION OF CONSTRUCTION COST Item No.
Description
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
3
Clean-Up and Final Grading
4
Trench Safety Plan
5
Estimated Quantity 100% LS
$
Extension Total
150,000.00
$
150,000.00
100.00
33,000.00
33,000 LF
2.00
66,000.00
100% LS
5,000.00
5,000.00
Storm Water Pollution Prevention Plan (SW3P)
100% LS
7,500.00
7,500.00
6
SW3P Implementation
100% LS
40,000.00
40,000.00
7
Preparing Traffic Control Plan
100% LS
10,000.00
10,000.00
8
Traffic Control Plan Implementation
100% LS
50,000.00
50,000.00
9
Provide Record Drawings (AS-BUILTS)
10 Trench Safety Plan Implementation (Pipe) 11 Trench Safety (manholes/bore pits)
330 STA
Unit Price
100% LS
5,000.00
5,000.00
33,000 LF
2.00
66,000.00
3,640 SF
2.00
7,280.00
12
30" Steel Encasement Pipe by Open Cut
396 LF
160.00
63,360.00
13
24" Steel Encasement Pipe by Open Cut
1,273 LF
130.00
165,490.00
14
24" Steel Encasement Pipe by Bore
140 LF
475.00
66,500.00
15
16" Steel Encasement Pipe by Bore
82 LF
330.00
27,060.00
16
12" Steel Encasement Pipe by Open Cut
190 LF
180.00
34,200.00
17
18" Diameter DIP Water Line
5,260 LF
90.00
473,400.00
18
12" Diameter PVC Water Line
3,500 LF
50.00
175,000.00
19
6" Diameter PVC Water Line
5,970 LF
47.00
280,590.00
20
2" Diameter PVC Water Service Line
2,316 LF
40.00
92,640.00
21 Connect 18" Waterline to Existing 18" Waterline
2 EA
3,500.00
7,000.00
22 Connect 12" Waterline to Existing 12" Waterline
6 EA
2,500.00
15,000.00
23 Connect 12" Waterline to Existing 10" Waterline
1 EA
2,500.00
2,500.00
24 Connect 6" Waterline to Existing 6" Waterline
4 EA
2,000.00
8,000.00
25 Connect 2" Waterline to Existing 2" Waterline
1 EA
1,500.00
1,500.00
50 EA
4,500.00
225,000.00
4 EA
5,500.00
22,000.00
39 EA
1,500.00
58,500.00
7 EA
10,000.00
70,000.00
26 Fire Hydrant Assembly 27 Air Release Valve Assembly 28 Water Service/Meter Assembly 29 18" Gate Valve 30 18" Plug
4 EA
720.00
2,880.00
31 18"x18" Tee
4 EA
2,300.00
9,200.00
32 18"x12" Tee
1 EA
2,000.00
2,000.00
33 18"x12" Reducer
2 EA
1,900.00
3,800.00
34 18" 22.5° Bend
1 EA
600.00
600.00
35 12" Gate Valve
31 EA
3,000.00
93,000.00
36 12" Plug
10 EA
300.00
3,000.00
37 12"x12" Tee
6 EA
1,200.00
7,200.00
38 12"x10" Reducer
1 EA
900.00
900.00
39 12" 90° Bend
1 EA
600.00
600.00
40 12" 45° Bend
3 EA
600.00
1,800.00 2019 Master Plan
FY 2019-2020
920 PLANE - OUTER LOOP CENTRAL POINTE TO CORPORATE WAY PRELIMINARY OPINION OF CONSTRUCTION COST Item No.
Description
Estimated Quantity
Unit Price
Extension Total
41 12" 11.25° Bend
4 EA
600.00
2,400.00
42 10" Gate Valve
1 EA
2,000.00
2,000.00
43 10" Plug
1 EA
280.00
280.00
44 10" 45° Bend
1 EA
550.00
550.00
45 6" Gate Valve
10 EA
1,500.00
15,000.00
46 6" Plug
6 EA
280.00
1,680.00
47 6"x6" Tee
1 EA
500.00
500.00
48 6"x2" Reducer
1 EA
500.00
500.00
49 6" 90° Bend
7 EA
500.00
3,500.00
50 6" 11.25° Bend
1 EA
500.00
500.00
51 2" Plug
2 EA
500.00
1,000.00
2 EA 100% LS
200.00 25,000.00
400.00 25,000.00
52 2" 90° Bend 53 Testing Water Line
Construction Cost $ Contingencies (10%) $
2,405,810.00
TOTAL PROJECT
$
2,646,391.00
USE
$
2,700,000.00
240,581.00
Note: Right-of-Way Costs are included as part of roadway project.
2019 Master Plan
FY 2019-2020
920 PLANE - I-35 TO RANGE ROAD EST 12" WATER LINE PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
3
Clean-Up and Final Grading
4
Estimated Quantity
Unit Price
100% LS
Extension Total
25,000.00
$
25,000.00
100.00
4,200.00
4,200 LF
2.00
8,400.00
Trench Safety Plan
100% LS
5,000.00
5,000.00
5
Storm Water Pollution Prevention Plan (SW3P)
100% LS
3,000.00
3,000.00
6
SW3P Implementation
100% LS
6,000.00
6,000.00
7
Preparing Traffic Control Plan
100% LS
5,000.00
5,000.00
8
Traffic Control Plan Implementation
100% LS
7,500.00
7,500.00
9
Provide Record Drawings (AS-BUILTS)
100% LS
5,000.00
5,000.00
10 Trench Safety Plan Implementation (Pipe)
4,200 LF
2.00
8,400.00
11 Trench Safety (manholes/bore pits)
1,500 SF
2.00
3,000.00
12 12" Water Line
4,200 LF
50.00
210,000.00
11 EA
4,500.00
49,500.00
6 EA
3,000.00
18,000.00
100% LS
12,000.00
12,000.00
650 LF
475.00
308,750.00
13 Standard Fire Hydrant Installation 14 12" Gate Valves 15 Fittings 16 24" Encasement by Bore 17 Concrete Encasement 18 Pressure Reducing Valve Assembly 19 Miscellaneous
42 STA
50 LF
30.00
1,500.00
100% LS 100% LS
20,000.00 45,000.00
20,000.00 45,000.00
Construction Cost $ Construction Costs Use $
745,250.00 800,000.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
136,607.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
224,000.00
TOTAL PROJECT
$
1,105,857.00
USE
$
1,200,000.00
200,000.00
300,000.00
2019 Master Plan
FY 2019-2020
920 PLANE - LUCIUS MCCELVEY DRIVE AREA 12" WATER LINES PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
Estimated Quantity
Unit Price
100% LS
$
Extension Total
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
100.00
1,700.00
3
Clean-Up and Final Grading
1,700 LF
2.00
3,400.00
4
Trench Safety Plan
100% LS
3,000.00
3,000.00
5
Storm Water Pollution Prevention Plan (SW3P)
100% LS
3,000.00
3,000.00
6
SW3P Implementation
100% LS
5,000.00
5,000.00
7
Preparing Traffic Control Plan
100% LS
3,000.00
3,000.00
8
Traffic Control Plan Implementation
100% LS
5,000.00
5,000.00
9
Provide Record Drawings (AS-BUILTS)
100% LS
5,000.00
5,000.00
10 Trench Safety Plan Implementation (Pipe)
1,700 LF
2.00
3,400.00
11 Trench Safety (manholes/bore pits)
1,500 SF
2.00
3,000.00
12 12" Water Line
17 STA
25,000.00
$
25,000.00
1,700 LF
50.00
85,000.00
13 Standard Fire Hydrant Installation
5 EA
4,500.00
22,500.00
14 12" Gate Valves
3 EA
3,000.00
9,000.00
15 Fittings
100% LS
6,000.00
6,000.00
16 24" Encasement by Bore 17 Miscellaneous
500 LF 100% LS
475.00 60,000.00
237,500.00 60,000.00
Construction Cost $ Construction Costs Use $
480,500.00 500,000.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
100,000.00
55,293.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
145,000.00
TOTAL PROJECT
$
680,793.00
USE
$
700,000.00
200,000.00
2019 Master Plan
FY 2019-2020
920 PLANE - LOOP 363 & MCLANE PARKWAY 18" WATER LINE PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
Estimated Quantity
Unit Price
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
100.00
7,200.00
3
Clean-Up and Final Grading
7,200 LF
2.00
14,400.00
4
Trench Safety Plan
100% LS
5,000.00
5,000.00
5
Storm Water Pollution Prevention Plan (SW3P)
100% LS
5,000.00
5,000.00
6
SW3P Implementation
100% LS
7,500.00
7,500.00
7
Preparing Traffic Control Plan
100% LS
5,000.00
5,000.00
8
Traffic Control Plan Implementation
100% LS
7,500.00
7,500.00
9
Provide Record Drawings (AS-BUILTS)
100% LS
5,000.00
5,000.00
7,200 LF
2.00
14,400.00
910 SF
2.00
1,820.00
7,200 LF
90.00
648,000.00
18 EA
4,500.00
81,000.00
9 EA
10,000.00
90,000.00
100% LS
15,000.00
15,000.00
170 LF
600.00
102,000.00
17 Concrete Replacement
50 LF
50.00
2,500.00
18 Asphalt Replacement
170 LF
50.00
8,500.00
19 Concrete Encasement 20 Miscellaneous
140 LF 100% LS
50.00 75,000.00
7,000.00 75,000.00
10 Trench Safety Plan Implementation (Pipe) 11 Trench Safety (manholes/bore pits) 12 18" Water Line 13 Standard Fire Hydrant Installation 14 18" Gate Valves 15 Fittings 16 36" Encasement by Bore
100% LS
Extension Total
35,000.00
72 STA
$
35,000.00
Construction Cost $ Construction Costs Use $
1,136,820.00 1,200,000.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
234,182.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
342,000.00
TOTAL PROJECT
$
1,713,002.00
USE
$
1,800,000.00
300,000.00
400,000.00
2019 Master Plan
FY 2019-2020
REHABILITATION OF APACHE 0.5 MG ELEVATED STORAGE TANK PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
Estimated Quantity
Unit Price $
30,000.00
Extension Total
1
Mobilization, Bonds and Insurance
100% LS
$
30,000.00
2
Prepare and Paint Interior, Apache Tank
100% LS
100,000.00
100,000.00
3
Prepare and Paint Exterior, Apache Tank
100% LS
150,000.00
150,000.00
4
Containment/Dust Collection, Apache Tank
100% LS
75,000.00
75,000.00
5
Dehumidification, Apache Tank
100% LS
20,000.00
20,000.00
6
Welding Repairs, Apache Tank
100% LS
10,000.00
10,000.00
7
Miscellaneous Modifications to Appurtenances
100% LS
60,000.00
60,000.00
8 9
Logos Miscellaneous
4 EA 100% LS
5,000.00 60,000.00
20,000.00 60,000.00
Construction Cost $
525,000.00
Construction Cost Use $
600,000.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
105,000.00
TOTAL PROJECT
$
630,000.00
USE
$
700,000.00
200,000.00
2019 Master Plan
Appendix G Opinions of Probable Cost for Water System Projects Fiscal Year 2022-2023
FY 2022-2023
920 PLANE - 1.5 MG ELEVATED STORAGE TANK PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
Estimated Quantity
Unit Price
Extension Total
1 2
Mobilization, bonds and insurance 1,000,000 Gallon Composite Elevated Storage Tank
3
Trench Safety Plan
100% LS
5,000.00
5,000.00
4
Excavation Safety and Support System
100% LS
1,500.00
1,500.00
5
10' x 10' rolling door
1 EA
4,000.00
4,000.00
6
6-Inch Concrete Floor Inside Pedestal
100% LS
10,000.00
10,000.00
7
Provide Record Drawings (AS-BUILTS)
100% LS
5,000.00
5,000.00
8
Trench Safety Plan Implementation (Pipe)
500 LF
2.00
1,000.00
9
Yard Piping
500 LF
60.00
30,000.00
1 EA
3,000.00
3,000.00
10 Standard Fire Hydrant Installation 11 16" Gate Valves
100% LS 100% LS
$
140,000.00 3,500,000.00
$
140,000.00 3,500,000.00
2 EA
6,000.00
12,000.00
12 Fittings
100% LS
10,000.00
10,000.00
13 30" Encasement by Bore 14 Miscellaneous
200 LF 100% LS
550.00 280,000.00
110,000.00 280,000.00
Construction Cost $ Contingencies (10%) $
4,111,500.00 411,150.00
TOTAL PROJECT
$
4,522,650.00
USE
$
4,600,000.00
2019 Master Plan
FY 2022-2023
785/835 PLANES - 2.0 MG GROUND STORAGE AT HIGHWAY 317 PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No. Description 1 Mobilization, Bonds and Insurance 2 3 4
Estimated Quantity
Unit Price
Extension Total
100% LS
70,000.00
70,000.00
2,000,000 Gallon Ground Storage Tank
100% LS
1,500,000.00
1,500,000.00
Trench Safety Plan Miscellaneous
100% LS 100% LS
5,000.00 30,000.00
5,000.00 30,000.00
Construction Cost $ Construction Costs Use $
1,605,000.00
Right-of-Way Costs $ Right-of-Way Costs Use $
50,000.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $ TOTAL PROJECT USE
$ $
1,700,000.00
100,000.00 482,000.00 500,000.00 2,137,000.00 2,200,000.00
2019 Master Plan
FY 2022-2023
835 PLANE - STATE HIGHWAY 317 PUMP STATION PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
Estimated Quantity
Unit Price
Extension Total
1
Mobilization, Bonds and Insurance
100% LS
2
Chain Link Fence
100% LS
30,000.00
30,000.00
3
Sitefill & Sitework
100% LS
15,000.00
15,000.00
4
Pump Building A Foundation B Masonry
100% LS
100,000.00
100,000.00
100% LS
50,000.00
50,000.00
C Doors D Carpentry
100% LS
10,000.00
10,000.00
100% LS
35,000.00
35,000.00
E Roof F Ventilation
100% LS
20,000.00
20,000.00
100% LS
10,000.00
10,000.00
$
140,000.00
$
140,000.00
G Bridge Crane 6 Pumps (3@ 835)
100% LS
50,000.00
50,000.00
100% LS
225,000.00
225,000.00
7
Piping & Valves
100% LS
60,000.00
60,000.00
8
Painting
100% LS
40,000.00
40,000.00
9
Electrical 100% LS
100,000.00
100,000.00
B Switchgear & Lights
100% LS
250,000.00
250,000.00
C Scada & Instrumentation
100% LS
50,000.00
50,000.00
100% LS
10,000.00
10,000.00
B Scada Systems 11 Heating & Ventilation
100% LS 100% LS
35,000.00 60,000.00
35,000.00 60,000.00
12 Flow Meters
100% LS
50,000.00
50,000.00
13 Sample Station
100% LS
7,500.00
7,500.00
14 Access Road 15 Miscellaneous
100% LS 100% LS
25,000.00 125,000.00
25,000.00 125,000.00
A Conduit & Wire
10 Scada @ Tank A Conduit & Wire
Construction Cost $ Contingencies (10%) $
1,497,500.00 149,750.00
TOTAL PROJECT
$
1,647,250.00
USE
$
1,700,000.00
Note: Right-of-Way Costs are included in the 317 Ground Storage Tank Cost Estimate.
2019 Master Plan
FY 2022-2023
REHABILITATION OF 25th STREET 1.0 MG TANK PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
Estimated Quantity
Unit Price $
25,000.00
Extension Total
1
Mobilization, Bonds and Insurance
100% LS
2
Prepare and Paint Interior, 25th Street Tank
100% LS
125,000.00
$
125,000.00
25,000.00
3
Prepare and Paint Exterior, 25th Street Tank
100% LS
175,000.00
175,000.00
4
Containment/Dust Collection, 25th Street Tank
100% LS
75,000.00
75,000.00
5
Dehumidification, 25th Street Tank
100% LS
20,000.00
20,000.00
6
Welding Repairs, 25th Street Tank
100% LS
10,000.00
10,000.00
7
Miscellaneous Modifications to Appurtenances
100% LS
30,000.00
30,000.00
8 9
Logos Miscellaneous
2 EA 100% LS
5,000.00 50,000.00
10,000.00 50,000.00
Construction Cost $
520,000.00
Construction Cost Use $
600,000.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Service Use $
104,000.00 200,000.00
TOTAL PROJECT
$
624,000.00
USE
$
700,000.00
2019 Master Plan
FY 2022-2023
REHABILITATION OF WEST PARK 1.0 MG TANK PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
Estimated Quantity
Unit Price $
35,000.00
Extension Total
1
Mobilization, Bonds and Insurance
100% LS
2
Prepare and Paint Interior, West Park Tank
100% LS
150,000.00
$
150,000.00
35,000.00
3
Prepare and Paint Exterior, West Park Tank
100% LS
275,000.00
275,000.00
4
Containment/Dust Collection, West Park Tank
100% LS
100,000.00
100,000.00
5
Dehumidification, West Park Tank
100% LS
30,000.00
30,000.00
6
Welding Repairs, West Park Tank
100% LS
10,000.00
10,000.00
7
Miscellaneous Modifications to Appurtenances
100% LS
30,000.00
30,000.00
8 9
Logos Miscellaneous
2 EA 100% LS
5,000.00 65,000.00
10,000.00 65,000.00
Construction Cost $
705,000.00
Construction Cost Use $
800,000.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Service Use $
141,000.00 200,000.00
TOTAL PROJECT
$
846,000.00
USE
$
900,000.00
2019 Master Plan
Appendix G Opinions of Probable Cost for Water System Projects Fiscal Year 2024-2025
FY 2024-2025
785/876 PLANES-SOUTH TEMPLE TRANSMISSION LINE (D) LOOP 363 TO 25TH STREET TANK PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
3
Clean-Up and Final Grading
4
Estimated Quantity
Unit Price
100% LS
$
25,500.00
$
25,500.00
100.00
4,100.00
4,100 LF
2.00
8,200.00
Trench Safety Plan
100% LS
500.00
500.00
5
Storm Water Pollution Prevention Plan (SW3P)
100% LS
800.00
800.00
6
SW3P Implementation
100% LS
6,300.00
6,300.00
7
Preparing Traffic Control Plan
100% LS
800.00
800.00
8
Traffic Control Plan Implementation
100% LS
800.00
800.00
9
Provide Record Drawings
100% LS
800.00
800.00
4,100 LF
2.00
8,200.00
10 Trench Safety Plan Implementation (Pipe) 11 Trench Safety (Manholes/Bore Pits) 12 16" Water Line 13 16" Gate Valves 14 Fittings 15 28" Encasement by Bore 16 Standard Fire Hydrant Installation
41 STA
Extension Total
480 SF
1.00
480.00
4,100 LF
70.00
287,000.00
5 EA
6,500.00
32,500.00
100% LS
16,400.00
16,400.00
75 LF
350.00
26,250.00
4 EA
4,000.00
16,000.00
17 Asphalt Replacement
3,500 SY
9.00
31,500.00
18 Air Release Valve Assembly 19 Miscellaneous
1 EA 100% LS
10,000.00 29,000.00
10,000.00 29,000.00
Construction Cost $ Construction Costs Use $
505,130.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
69,576.00 100,000.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
152,000.00 200,000.00
TOTAL PROJECT
$
726,706.00
USE
$
800,000.00
600,000.00
2019 Master Plan
FY 2024-2025
876 PLANE - NORTHEAST LOOP 363 AVENUE H TO LAVENDUSKY PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
3
Clean-Up and Final Grading
4
Estimated Quantity
Unit Price
100% LS
Extension Total
35,000.00
35,000.00
100.00
5,500.00
5,500 LF
2.00
11,000.00
Trench Safety Plan
100% LS
5,000.00
5,000.00
5
Storm Water Pollution Prevention Plan (SW3P)
100% LS
10,000.00
10,000.00
6
SW3P Implementation
100% LS
30,000.00
30,000.00
7
Preparing Traffic Control Plan
100% LS
10,000.00
10,000.00
8
Traffic Control Plan Implementation
100% LS
10,000.00
10,000.00
9
Provide Record Drawings (AS-BUILTS)
100% LS
5,000.00
5,000.00
10 Trench Safety Plan Implementation (Pipe)
5,500 LF
2.00
11,000.00
11 Trench Safety (manholes/bore pits)
1,820 SF
2.00
3,640.00
12 12" Water Line
5,500 LF
50.00
275,000.00
14 EA
4,500.00
63,000.00
7 EA
3,000.00
21,000.00
13 Standard Fire Hydrant Installation 14 12" Gate Valves 15 Fittings
55 STA
$
100% LS
12,000.00
12,000.00
16 24" Encasement by Bore
290 LF
475.00
137,750.00
17 Asphalt Replacement
115 LF
50.00
5,750.00
20 LF 100% LS
20.00 70,000.00
400.00 70,000.00
18 Gravel Replacement 19 Miscellaneous
Construction Cost $ Construction Costs Use $
721,040.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
157,500.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
217,000.00
TOTAL PROJECT
$
1,095,540.00
USE
$
1,100,000.00
800,000.00
200,000.00
300,000.00
2019 Master Plan
FY 2024-2025
876 PLANE - NORTHEAST LOOP 363 LAVENDUSKY TO FM 438 PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
3
Clean-Up and Final Grading
4
Trench Safety Plan
5
Storm Water Pollution Prevention Plan (SW3P)
6
Estimated Quantity
Unit Price
100% LS
Extension Total
35,000.00
35,000.00
100.00
7,300.00
7,300 LF
2.00
14,600.00
100% LS
5,000.00
5,000.00
100% LS
10,000.00
10,000.00
SW3P Implementation
100% LS
30,000.00
30,000.00
7
Preparing Traffic Control Plan
100% LS
10,000.00
10,000.00
8
Traffic Control Plan Implementation
100% LS
10,000.00
10,000.00
9
Provide Record Drawings (AS-BUILTS)
100% LS
5,000.00
5,000.00
7,300 LF
2.00
14,600.00
910 SF
2.00
1,820.00
7,300 LF
50.00
365,000.00
13 Standard Fire Hydrant Installation
19 EA
4,500.00
85,500.00
14 12" Gate Valves
10 EA
3,000.00
30,000.00
100% LS
16,000.00
16,000.00
110 LF
475.00
52,250.00
40 LF
50.00
2,000.00
15 LF 100% LS
20.00 70,000.00
300.00 70,000.00
10 Trench Safety Plan Implementation (Pipe) 11 Trench Safety (manholes/bore pits) 12 12" Water Line
15 Fittings 16 24" Encasement by Bore 17 Asphalt Replacement 18 Gravel Replacement 19 Miscellaneous
73 STA
$
Construction Cost $ Construction Costs Use $
764,370.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
209,046.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
230,000.00
TOTAL PROJECT
$
1,203,416.00
USE
$
1,300,000.00
800,000.00
300,000.00
300,000.00
2019 Master Plan
FY 2024-2025
876 PLANE - NORTHEAST LOOP 363 FM 438 TO I-35 PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
Estimated Quantity
Unit Price
100% LS
Extension Total
1
Mobilization, Bonds and Insurance
50,000.00
2
Right-of-Way Preparation
3
Clean-Up and Final Grading
4
Trench Safety Plan
100% LS
5,000.00
5,000.00
5
Storm Water Pollution Prevention Plan (SW3P)
100% LS
10,000.00
10,000.00
6
SW3P Implementation
100% LS
30,000.00
30,000.00
7
Preparing Traffic Control Plan
100% LS
10,000.00
10,000.00
8
Traffic Control Plan Implementation
100% LS
10,000.00
10,000.00
9
Provide Record Drawings (AS-BUILTS)
97 STA
$
50,000.00
100.00
9,700.00
2.00
19,400.00
9,700 LF
100% LS
5,000.00
5,000.00
10 Trench Safety Plan Implementation (Pipe)
9,700 LF
2.00
19,400.00
11 Trench Safety (manholes/bore pits)
1,820 SF
2.00
3,640.00
12 12" Water Line
9,700 LF
50.00
485,000.00
25 EA
4,500.00
112,500.00
13 Standard Fire Hydrant Installation 14 12" Gate Valves 15 Fittings 16 24" Encasement by Bore 17 Gravel Replacement 18 Miscellaneous
13 EA
3,000.00
39,000.00
100% LS
20,000.00
20,000.00
200 LF
475.00
95,000.00
80 LF 100% LS
20.00 100,000.00
1,600.00 100,000.00
Construction Cost $ Construction Costs Use $
1,025,240.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
277,773.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
308,000.00
TOTAL PROJECT
$
1,611,013.00
USE
$
1,700,000.00
1,100,000.00
300,000.00
400,000.00
2019 Master Plan
FY 2024-2025
835 PLANE - 12" WATERLINE FROM HIGHWAY 317 TO PEPPER CREEK TANK PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
Estimated Quantity
Unit Price
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
3
Clean-Up and Final Grading
4
Trench Safety Plan
100% LS
5,000.00
5,000.00
5
Storm Water Pollution Prevention Plan (SW3P)
100% LS
10,000.00
10,000.00
6
SW3P Implementation
100% LS
30,000.00
30,000.00
7
Preparing Traffic Control Plan
100% LS
10,000.00
10,000.00
8
Traffic Control Plan Implementation
100% LS
10,000.00
10,000.00
9
Provide Record Drawings (AS-BUILTS)
10 Trench Safety Plan Implementation (Pipe) 11 Trench Safety (manholes/bore pits) 12 12" Water Line 13 Standard Fire Hydrant Installation 14 12" Gate Valves
100% LS
Extension Total
65,000.00
125 STA
$
65,000.00
100.00
12,500.00
2.00
25,000.00
12,500 LF
100% LS
5,000.00
5,000.00
12,500 LF
2.00
25,000.00
910 SF
2.00
1,820.00
12,500 LF
50.00
625,000.00
32 EA
4,500.00
144,000.00
16 EA
3,000.00
48,000.00
100% LS
25,000.00
25,000.00
16 24" Encasement by Bore
290 LF
475.00
137,750.00
17 Asphalt Replacement
525 LF
50.00
26,250.00
18 Gravel Replacement
825 LF
20.00
16,500.00
30 LF 100% LS
50.00 120,000.00
1,500.00 120,000.00
15 Fittings
19 Concrete Encasement 20 Miscellaneous
Construction Cost $ Construction Costs Use $
1,343,320.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
212,122.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
403,000.00
1,400,000.00
300,000.00
500,000.00
TOTAL PROJECT
$
1,958,442.00
USE
$
2,000,000.00
2019 Master Plan
FY 2024-2025
REHABILITATION OF TAYLOR 1.0 MG TANK PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
Estimated Quantity
Unit Price $
40,000.00
Extension Total
1
Mobilization, Bonds and Insurance
100% LS
2
Prepare and Paint Interior, Taylor Tank
100% LS
160,000.00
$
160,000.00
40,000.00
3
Prepare and Paint Exterior, Taylor Tank
100% LS
300,000.00
300,000.00
4
Containment/Dust Collection, Taylor Tank
100% LS
125,000.00
125,000.00
5
Dehumidification, Taylor Tank
100% LS
30,000.00
30,000.00
6
Welding Repairs, Taylor Tank
100% LS
10,000.00
10,000.00
7
Miscellaneous Modifications to Appurtenances
100% LS
30,000.00
30,000.00
8 9
Logos Miscellaneous
2 EA 100% LS
5,000.00 70,000.00
10,000.00 70,000.00
Construction Cost $
775,000.00
Construction Cost Use $
800,000.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
155,000.00 200,000.00
TOTAL PROJECT
$
930,000.00
USE
$
1,000,000.00
2019 Master Plan
FY 2024-2025
REHABILITATION OF NUGENT TANK 0.5 MG TANK PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
Estimated Quantity
Unit Price $
25,000.00
Extension Total
1
Mobilization, Bonds and Insurance
100% LS
2
Prepare and Paint Interior, Nugent Tank
100% LS
100,000.00
$
100,000.00
25,000.00
3
Prepare and Paint Exterior, Nugent Tank
100% LS
200,000.00
200,000.00
4
Containment/Dust Collection, Nugent Tank
100% LS
75,000.00
75,000.00
5
Dehumidification, Nugent Tank
100% LS
20,000.00
20,000.00
6
Welding Repairs, Nugent Tank
100% LS
10,000.00
10,000.00
7
Miscellaneous Modifications to Appurtenances
100% LS
30,000.00
30,000.00
8 9
Logos Miscellaneous
2 EA 100% LS
5,000.00 50,000.00
10,000.00 50,000.00
Construction Cost $
520,000.00
Construction Cost Use $
600,000.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
104,000.00 200,000.00
TOTAL PROJECT
$
624,000.00
USE
$
700,000.00
2019 Master Plan
Appendix G Opinions of Probable Cost for Water System Projects Fiscal Year 2025-2030
FY 2025-2030
REHABILITATION OF FM 2483 1.0 MG TANK PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
Estimated Quantity
Unit Price $
25,000.00
Extension Total
1
Mobilization, Bonds and Insurance
100% LS
$
25,000.00
2
Prepare and Paint Interior, FM 2483 Tank
100% LS
100,000.00
100,000.00
3
Prepare and Paint Exterior, FM 2483 Tank
100% LS
200,000.00
200,000.00
4
Containment/Dust Collection, FM 2483 Tank
100% LS
75,000.00
75,000.00
5
Dehumidification, FM 2483 Tank
100% LS
20,000.00
20,000.00
6
Welding Repairs, FM 2483 Tank
100% LS
10,000.00
10,000.00
7
Miscellaneous Modifications to Appurtenances
100% LS
30,000.00
30,000.00
8 9
Logos Miscellaneous
2 EA 100% LS
5,000.00 50,000.00
10,000.00 50,000.00
Construction Cost $
520,000.00
Construction Cost Use $
600,000.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
104,000.00 200,000.00
TOTAL PROJECT
$
624,000.00
USE
$
700,000.00
2019 Master Plan
FY 2025-2030
785/876 PLANES - SOUTH TEMPLE 2.0 MG GROUND STORAGE PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
Estimated Quantity
Unit Price
Extension Total
1 2
Mobilization, Bonds and Insurance 2,000,000 Gallon Ground Storage Tank
100% LS 100% LS
3
Trench Safety Plan
100% LS
5,000.00
5,000.00
4
Miscellaneous
100% LS
150,000.00
150,000.00
$
85,000.00 1,500,000.00
$
85,000.00 1,500,000.00
Construction Cost $
1,740,000.00
Construction Cost Use $
1,800,000.00
Right-of-Way Costs $ Right-of-Way Costs Use $
75,000.00 100,000.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
522,000.00
TOTAL PROJECT
$
2,337,000.00
USE
$
2,400,000.00
600,000.00
2019 Master Plan
FY 2025-2030
785/876 PLANES - SOUTH TEMPLE PUMP STATION PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
Estimated Quantity
Unit Price
Extension Total
1
Mobilization, Bonds and Insurance
100% LS
2
Chain Link Fence
100% LS
30,000.00
30,000.00
3
Sitefill & Sitework
100% LS
15,000.00
15,000.00
4
Pump Building A Foundation B Masonry
100% LS
75,000.00
75,000.00
100% LS
50,000.00
50,000.00
C Doors D Carpentry
100% LS
10,000.00
10,000.00
100% LS
35,000.00
35,000.00
E Roof F Ventilation
100% LS
20,000.00
20,000.00
100% LS
10,000.00
10,000.00
100% LS
50,000.00
50,000.00
$
85,000.00
$
85,000.00
G Bridge Crane 5 Pumps (3@ 785, 3 @ 876)
100% LS
420,000.00
420,000.00
6
Piping & Valves
100% LS
100,000.00
100,000.00
7
Painting
100% LS
40,000.00
40,000.00
8
Electrical 100% LS
100,000.00
100,000.00
B Switchgear & Lights
100% LS
400,000.00
400,000.00
C Scada & Instrumentation
100% LS
75,000.00
75,000.00
A Conduit & Wire
100% LS
10,000.00
10,000.00
B Scada Systems
100% LS
35,000.00
35,000.00
10 Heating & Ventilation 11 Flow Meters
100% LS 100% LS
60,000.00 50,000.00
60,000.00 50,000.00
12 Sample Station
100% LS
7,500.00
7,500.00
13 Access Road
100% LS
25,000.00
25,000.00
17 Miscellaneous
100% LS
170,000.00
170,000.00
A Conduit & Wire
9
Scada @ Tank
Construction Cost $
1,702,500.00
Construction Cost Use $
1,800,000.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
511,000.00 600,000.00
TOTAL PROJECT
$
2,213,500.00
USE
$
2,300,000.00
Note: Right-of-Way Costs are including in the South Temple Ground Storage Cost Estimate.
2019 Master Plan
FY 2025-2030
785/876 PLANES - SOUTH TEMPLE TRANSMISSION LINE (A) SHALLOW FORD RD TO GEORGETOWN RR AT 31ST PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
3
Clean-Up and Final Grading
4
Trench Safety Plan
5
Estimated Quantity
Unit Price
100% LS
$
111,000.00
$
111,000.00
100.00
13,610.00
13,610 LF
2.00
27,220.00
100% LS
1,600.00
1,600.00
Storm Water Pollution Prevention Plan (SW3P)
100% LS
2,600.00
2,600.00
6
SW3P Implementation
100% LS
18,000.00
18,000.00
7
Preparing Traffic Control Plan
100% LS
2,600.00
2,600.00
8
Traffic Control Plan Implementation
100% LS
2,600.00
2,600.00
9
Provide Record Drawings
100% LS
2,600.00
2,600.00
10 Trench Safety Plan Implementation (Pipe)
13,610 LF
2.00
27,220.00
11 24" Water Line
13,610 LF
120.00
1,633,200.00
10 EA
15,000.00
150,000.00
100% LS
54,440.00
54,440.00
11 EA
4,000.00
44,000.00
15 Asphalt Replacement
2,000 SY
9.00
18,000.00
16 Air Release Valve Assembly 17 Miscellaneous
1 EA 100% LS
10,000.00 90,000.00
10,000.00 90,000.00
12 24" Gate Valves 13 Fittings 14 Standard Fire Hydrant Installation
136 STA
Extension Total
Construction Cost $ Construction Costs Use $
2,208,690.00
Right-of-Way Costs (PUE & TCE) $
230,958.00
Right-of-Way Costs Use $
300,000.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
663,000.00
TOTAL PROJECT
$
3,102,648.00
USE
$
3,200,000.00
2,300,000.00
700,000.00
2019 Master Plan
FY 2025-2030
785/876 PLANES - SOUTH TEMPLE TRANSMISSION LINE (B) GEORGETOWN RR FROM 31ST TO 5TH PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
3
Clean-Up and Final Grading
4
Trench Safety Plan
5
Storm Water Pollution Prevention Plan (SW3P)
6
Estimated Quantity
Unit Price
100% LS
$
87,500.00
$
87,500.00
100.00
8,980.00
8,980 LF
2.00
17,960.00
100% LS
2,500.00
2,500.00
100% LS
2,500.00
2,500.00
SW3P Implementation
100% LS
20,000.00
20,000.00
7
Preparing Traffic Control Plan
100% LS
2,000.00
2,000.00
8
Traffic Control Plan Implementation
100% LS
2,000.00
2,000.00
9
Provide Record Drawings
100% LS
3,000.00
3,000.00
10 Trench Safety Plan Implementation (Pipe)
8,980 LF
2.00
17,960.00
11 Trench Safety (Manholes/Bore Pits)
2,880 SF
1.00
2,880.00
12 24" Water Line
8,980 LF
120.00
1,077,600.00
13 24" Gate Valves
90 STA
Extension Total
10 EA
15,000.00
150,000.00
100% LS
35,920.00
35,920.00
450 LF
450.00
202,500.00
7 EA
4,000.00
28,000.00
17 Asphalt Replacement
1,000 SY
9.00
9,000.00
18 Air Release Valve Assembly 19 Miscellaneous
1 EA 100% LS
10,000.00 60,000.00
10,000.00 60,000.00
14 Fittings 15 36" Encasement by Bore 16 Standard Fire Hydrant Installation
Construction Cost $ Construction Costs Use $
1,740,300.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
152,388.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
523,000.00 600,000.00
TOTAL PROJECT
$
2,415,688.00
USE
$
2,500,000.00
1,800,000.00
200,000.00
2019 Master Plan
FY 2025-2030
785/876 PLANES-SOUTH TEMPLE TRANSMISSION LINE AT GEORGETOWN RR AT 5TH TO LOOP 363 PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
Estimated Quantity
Unit Price
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
100.00
8,480.00
3
Clean-Up and Final Grading
8,480 LF
2.00
16,960.00
4
Trench Safety Plan
100% LS
1,000.00
1,000.00
5
Storm Water Pollution Prevention Plan (SW3P)
100% LS
1,700.00
1,700.00
6
SW3P Implementation
100% LS
13,000.00
13,000.00
7
Preparing Traffic Control Plan
100% LS
1,700.00
1,700.00
8
Traffic Control Plan Implementation
100% LS
1,700.00
1,700.00
9
Provide Record Drawings
100% LS
1,700.00
1,700.00
8,480 LF
2.00
16,960.00
640 SF
1.00
640.00
8,480 LF
120.00
1,017,600.00
9 EA
15,000.00
135,000.00
100% LS
33,920.00
33,920.00
250 LF
450.00
112,500.00
7 EA
4,000.00
28,000.00
10 Trench Safety Plan Implementation (Pipe) 11 Trench Safety (Manholes/Bore Pits) 12 24" Water Line 13 24" Gate Valves 14 Fittings 15 36" Encasement by Bore 16 Standard Fire Hydrant Installation
100% LS
$
Extension Total
85 STA
79,000.00
$
79,000.00
17 Asphalt Replacement
4,500 SY
9.00
40,500.00
18 Air Release Valve Assembly 19 Miscellaneous
1 EA 100% LS
10,000.00 50,000.00
10,000.00 50,000.00
Construction Cost $ Construction Costs Use $
1,570,360.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
143,904.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
472,000.00
TOTAL PROJECT
$
2,186,264.00
USE
$
2,200,000.00
1,600,000.00
200,000.00
500,000.00
2019 Master Plan
Appendix H
WS 01
FH 01 WS 03
FS
IF
CL
FH 02
FH 07
LS BA
(T )
FH 06
WS 06
FH 05
WS 08
WS 07
HICKORY LIFT STATION (TBA)
LP 02
WS 10
WS 09
WS 12
WS 11
WS 14
WS 13
EC HA SE
FH 04
WS 05
TO BE ABANDONED
LP 01
FH 03
ST EE PL
WS 04
TIMBER RIDGE LS
LS
WS 02
FH 08
FH 09
FH 10
FH 11
P:\Temple\2017\2017-131 Master Plan\ENG\Sewer Model\ENG Exhibits\Basin Connectivity.dwg - Bird Creek
WS 15
PE P TR PER UN K S CRE EW EK ER
SHALLOWFORD LIFT STATION
PROPOSED FOREST HILLS LIFT STATION
CITY OF TEMPLE, TEXAS BASIN FLOW DIAGRAM
TBWWTP
KASBERG, PATRICK & ASSOCIATES, LP CONSULTING ENGINEERS TEMPLE, TEXAS 76501 Firm Registration No. F-510
BIRD CREEK BASIN
PAGE 1 OF 1
BC 01
BC 04
BC 02
BC 05
BC 03
BC 06
P:\Temple\2017\2017-131 Master Plan\ENG\Sewer Model\ENG Exhibits\Basin Connectivity.dwg - Boggy Creek
BASIN TRANSFER TO LITTLE RIVER BASIN
PROPOSED LITTLE RIVER LIFT STATION
CITY OF TEMPLE, TEXAS BASIN FLOW DIAGRAM KASBERG, PATRICK & ASSOCIATES, LP CONSULTING ENGINEERS TEMPLE, TEXAS 76501 Firm Registration No. F-510
BOGGY CREEK BASIN
PAGE 1 OF 1
FC 01
FC 02 FC 03
FC 04
FC 05 FC 06
FC 07
FC 10
FC 08 FC 11
P:\Temple\2017\2017-131 Master Plan\ENG\Sewer Model\ENG Exhibits\Basin Connectivity.dwg - Friars Creek
TBWWTP
FRIARS CREEK LIFT STATION (TBA) H
FC 14 TV 04
TV 07
TV 03
TV 06
LS
NC RA ) Y E BA LL (T
VA
TV 02
TV 05
HB 01
FC 12
FC 13
TO BE ABANDONED
FC 09
TV 01 PROPOSED TAYLORS VALLEY LIFT STATION
PROPOSED FUTURE WWTP
CITY OF TEMPLE, TEXAS BASIN FLOW DIAGRAM
TV 08
TV 09
KASBERG, PATRICK & ASSOCIATES, LP CONSULTING ENGINEERS TEMPLE, TEXAS 76501 Firm Registration No. F-510
FRIARS CREEK BASIN
PAGE 1 OF 1
E 01 E 02
E 03
E 05
E 09
E 06
E 04
E 07
E 08
E 10
E 11
E 14
P:\Temple\2017\2017-131 Master Plan\ENG\Sewer Model\ENG Exhibits\Basin Connectivity.dwg - Knob Creek
E 13
E 16
E 18
E 20
E 12
E 21
E 17
E 23
E 19
E 15
E 22
E 25
SIPHON BOX
E 26
F
2 SEE G IN PA AS B M RO
01
DOSHIER FARMS WWTP
E 24
CITY OF TEMPLE, TEXAS BASIN FLOW DIAGRAM KASBERG, PATRICK & ASSOCIATES, LP CONSULTING ENGINEERS TEMPLE, TEXAS 76501 Firm Registration No. F-510
KNOB CREEK BASIN
PAGE 1 OF 2
SW 01
SE 08
SE 12
SE 11
SE 01
SE 02
SW 02 SW 03
PAGE 1 DOSHIER WWTP
ACTION WORLD LS (TBA)
SE 09
SE 10
SE 03
SE 04
SE 13
SW 04
SE 14
SE 21
SE 05
SE 18
SE 22
SE 06
SE 19
SE 23
SE 07
SE 20
SE 24
P:\Temple\2017\2017-131 Master Plan\ENG\Sewer Model\ENG Exhibits\Basin Connectivity.dwg - Knob Creek (2)
SE 15 SE 25
KNOB CREEK LIFT STATION
CITY OF TEMPLE, TEXAS BASIN FLOW DIAGRAM KASBERG, PATRICK & ASSOCIATES, LP CONSULTING ENGINEERS TEMPLE, TEXAS 76501 Firm Registration No. F-510
KNOB CREEK BASIN
PAGE 2 OF 2
WT 07
WT 02
LAGO TERRA LIFT STATION
WT 01
WT 04
NORTH CLIFFE LIFT STATION
WT 06
LO 01
CC 01
LO 02
LO 03
LO 04
LO 05
LO 06
LO 08
WT 09
WT 10
P:\Temple\2017\2017-131 Master Plan\ENG\Sewer Model\ENG Exhibits\Basin Connectivity.dwg - Leon River
WT 17
WT 18
LO 12
LO 14
WT 26
WT 14
WT 21
WT 20
WT 23
WT 27 WT 28
WT 13
WT 11
WT 19 WT 22
LO 13
WT 08
FM 2305 LIFT STATION
LO 07
WT 12
WT 16
OAKS AT LAKEWOOD LIFT STATION
WT 05
FM 2271 LIFT STATION
LO 09
LO 11
WT 03
WT 25
WT 24
CITY OF TEMPLE, TEXAS
LO 15
BASIN FLOW DIAGRAM
PAG
E2
KASBERG, PATRICK & ASSOCIATES, LP CONSULTING ENGINEERS TEMPLE, TEXAS 76501 Firm Registration No. F-510
LEON RIVER BASIN
PAGE 1 OF 2
PA
P:\Temple\2017\2017-131 Master Plan\ENG\Sewer Model\ENG Exhibits\Basin Connectivity.dwg - Leon River (2)
QU 02
1 GE
QU 01
LO 17
OAK HILLS LIFT STATION (TBA)
LO 16
LO 18
LO 19
LO 20
QU 03
LO 21
QU 04
LO 22
WB 01
LO 23
WB 02
LO 24
WB 03
LO 25
WB 04
LO 26
LEON RIVER LIFT STATION
TBWWTP
CITY OF TEMPLE, TEXAS BASIN FLOW DIAGRAM KASBERG, PATRICK & ASSOCIATES, LP CONSULTING ENGINEERS TEMPLE, TEXAS 76501 Firm Registration No. F-510
LEON RIVER BASIN
PAGE 2 OF 2
LE 06
LE 01
LE 16
LE 07
LE 02
LE 15
LE 08
LE 03
LE 14
LE 09
LE 04
LE 12
LE 10
LE 13
LE 11
LE 05
LE 17
BASIN TRANSFER TO WILLAMSON CREEK BASIN (TBA)
TROY LS (TBA)
P:\Temple\2017\2017-131 Master Plan\ENG\Sewer Model\ENG Exhibits\Basin Connectivity.dwg - Little Elm
LE 18 LE 19
LE 20 DOSHIER FARMS WWTP LE 21
CITY OF TEMPLE, TEXAS PROPOSED LITTLE ELM LIFT STATION
LE 22
BASIN FLOW DIAGRAM KASBERG, PATRICK & ASSOCIATES, LP CONSULTING ENGINEERS TEMPLE, TEXAS 76501 Firm Registration No. F-510
LITTLE ELM CREEK BASIN
PAGE 1 OF 1
LR 01
LR 03
LR 02
LR 04
BASIN TRANSFER FROM BOGGY CREEK
LR 05
LR 07
LR 06
LR 08
P:\Temple\2017\2017-131 Master Plan\ENG\Sewer Model\ENG Exhibits\Basin Connectivity.dwg - Little River
PROPOSED LITTLE RIVER LIFT STATION
PROPOSED FUTURE WWTP
CITY OF TEMPLE, TEXAS BASIN FLOW DIAGRAM KASBERG, PATRICK & ASSOCIATES, LP CONSULTING ENGINEERS TEMPLE, TEXAS 76501 Firm Registration No. F-510
LITTLE RIVER BASIN
PAGE 1 OF 1
CC 04
EA 01
EA 02
CC 03
EA 03
H 01
PC 01
PC 02
H 02
PC 04
PC 03
PC 06
H 03 EA 04
PC 05
EA 05
H 04
EA 06
PC 07
PC 10
PC 08
PC 12
PC 11
PC 13
PC 14
PC 15 PAGE 2
P:\Temple\2017\2017-131 Master Plan\ENG\Sewer Model\ENG Exhibits\Basin Connectivity.dwg - Pepper Creek
PC 09
CITY OF TEMPLE, TEXAS BASIN FLOW DIAGRAM KASBERG, PATRICK & ASSOCIATES, LP CONSULTING ENGINEERS TEMPLE, TEXAS 76501 Firm Registration No. F-510
PEPPER CREEK BASIN
PAGE 1 OF 3
WA 05 WA 04
CC 02
PAGE 1
WA 01 WA 02
WA 05
PC 24
PC 21
WA 06 WA 07
PC 18
WA 08
WF 01
PC 25
WF 02 WF 03
PC 16
PC 19
PC 23
PC 17
PC 28
PC 29
PC 20
PC 30
PC 31 PAGE 3
PC 27 P:\Temple\2017\2017-131 Master Plan\ENG\Sewer Model\ENG Exhibits\Basin Connectivity.dwg - Pepper Creek (2)
PC 22
CITY OF TEMPLE, TEXAS BASIN FLOW DIAGRAM KASBERG, PATRICK & ASSOCIATES, LP CONSULTING ENGINEERS TEMPLE, TEXAS 76501 Firm Registration No. F-510
PEPPER CREEK BASIN
PAGE 2 OF 3
PAGE 2
PC 36 PC 37
PC 33 PC 32
PC 38 PC 39
PC 40
PC 34 PC 35
PC 42
PC 44 PC 43
PC 41
PC 45
PC 47
PC 46 R
PC 48
E
C ER
T
PC 49 P:\Temple\2017\2017-131 Master Plan\ENG\Sewer Model\ENG Exhibits\Basin Connectivity.dwg - Pepper Creek (3)
O PT
RD
CR
EK
IN
E
BI
SHALLOWFORD LIFT STATION
TBWWTP
CITY OF TEMPLE, TEXAS BASIN FLOW DIAGRAM KASBERG, PATRICK & ASSOCIATES, LP CONSULTING ENGINEERS TEMPLE, TEXAS 76501 Firm Registration No. F-510
PEPPER CREEK BASIN
PAGE 3 OF 3
WC 01
WC 04
WC 07
WC 02
WC 08
WC 03
WC 05
WC 09
WC 06
WC 10
WC 11
WC 12
A)
(TB
BASIN TRANSFER TO KNOB CREEK BASIN (TBA)
WILLIAMSON CK LIFT STATION (TBA)
WC 13 WC 14
P:\Temple\2017\2017-131 Master Plan\ENG\Sewer Model\ENG Exhibits\Basin Connectivity.dwg - Williamson
WC 15 WC 16
WC 17 DOSHIER FARMS WWTP WC 18
CITY OF TEMPLE, TEXAS PROPOSED LITTLE ELM LIFT STATION
BASIN FLOW DIAGRAM KASBERG, PATRICK & ASSOCIATES, LP CONSULTING ENGINEERS TEMPLE, TEXAS 76501 Firm Registration No. F-510
WILLIAMSON CREEK BASIN
PAGE 1 OF 1
Appendix I
Appendix I Wastewater Basin Design Flow Calculations Bird Creek Basin
Bird Creek Basin Future Land Use SubBasin
Total
AR
AUC
AUR
BP
ER
I
NC
PI
PK
SUC
SUR
TMED
UC
N/A
LR
MR
HR
CF
CO
IN
(ac)
(ac)
(ac)
AUMF AUMU (ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
%
%
%
%
%
%
%
FH-01 FH-02 FH-03 FH-04 FH-05 FH-06 FH-07 FH-08 FH-09 FH-10 FH-11 LP-01 LP-02 WS-01 WS-02 WS-03
244 322 191 403 106 34 32 100 43 283 407 227 116 301 237 263
133 268 -
82 89 149 56 21 68 40 98 74
9 15 13 8 1 -
-
0 0 32 5
225 0 -
-
42 4 10 55
22 69 250 51 25 27 76 29 0 0 14 61 -
0 52 86
6 34 11 37 1 1 60 1 4 -
32 11 81 0 -
0 0 6 86 122 65 0 -
36 -
-
54 63 29 78 18 8 4 24 8 4 6 18 29 26 41 43
47% 66% -
9% 21% 62% 48% 74% 85% 76% 81% 31% 30% 29% 12% 39% 2%
4% 5% 7% 2% 0% -
3% 27% 3% 35% 2% 4% 21% 1% 1% 32%
62% 28% 78% 14% 3% 45% 59% 13% 42% 28%
19% 3% 78% 0% 21%
22% 19% 15% 19% 17% 24% 11% 24% 19% 1% 2% 8% 25% 9% 17% 16%
WS-04 WS-05 WS-06 WS-07 WS-08 WS-09 WS-10 WS-11 WS-12 WS-13 WS-14 WS-15
338 550 303 176 141 152 316 139 241 161 448 171
158
135 88 31 9 43 68 51 0 -
41 12 1 30 29 7 24 7 -
77 11 4 -
20 -
-
0 180 6
54 -
0 114 164 89 32 37 161 95 131 121 91 -
9 15 7 3 0 -
84 82 5 6 7 133 5
0 14 -
0 27 0 -
10 -
-
58 113 82 49 30 47 68 37 50 33 38 1
0% 40% 96%
6% 21% 54% 51% 23% 25% 51% 68% 66% 75% 20% -
12% 2% 0% 21% 9% 5% 10% 2% -
25% 17% 5% 4% 2% 4% 5% 30% 3%
40% 30% 14% 21% 31% 45% 16% 0% -
10% -
17% 21% 27% 28% 22% 31% 22% 27% 21% 20% 8% 1%
Basin
6,444
559
1103
198
92
57
225
186
165
1661
172
477
138
307
47
-
1058
6.0%
16.4%
11.6% 31.4%
3.1%
10.1% 20.0%
N/A
LR- Light Density Residential = Agricultural (AR) & Estate Residential (ER) MR- Medium Density Residential = Auto Urban Residential (AUR), Neighborhood Conservation (NC) & Suburban Residential (SUR) HR- High Density Residential = Auto Urban Multi-Family (AUMF) CF- Community Facilties = Public Institution (PI) & Park (PK) CO- Commercial = Auto Urban Commercial (AUC), Auto-Urban Mixed Use (AUMU), Suburban Commercial (SUC), Temple Medical and Educational District (TMED) & Urban Commercial (UC) IN- Industrial = Business Park (BP) & Industrial (I) N/A- Areas Not Identified in the City of Temple Future Land Use Map (typ. Roadway ROW)
Bird Creek Basin
Bird Creek Basin Existing Pipe Lengths & Inflow/Infiltration Calculations SubBasin
4"
6"
8"
10"
12"
15"
16"
18"
20"
21"
24"
27"
30"
33"
36"
42"
48"
N/A
I/I
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(MGD)
FH-01
-
6447
13004
5415
2175
179
-
-
-
-
-
-
-
-
-
-
-
238
0.018
FH-02
-
18638
11367
-
1271
2077
-
-
-
-
-
-
-
-
-
-
-
-
0.021
FH-03
-
3237
5213
3345
852
-
-
-
-
-
-
-
-
-
-
-
-
-
0.009
FH-04
-
44079
5690
2312
-
6825
-
2870
-
-
-
-
-
-
-
-
-
-
0.041
FH-05
-
10794
139
-
-
-
-
1575
-
-
-
-
-
-
-
-
-
-
0.008
FH-06
-
4224
1206
66
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.003
FH-07
-
2437
50
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.001
FH-08
-
17588
735
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.010
FH-09
-
7145
183
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.004
FH-10
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
FH-11
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
LP-01
-
-
3268
-
-
103
-
2189
-
1391
-
-
-
-
-
-
-
-
0.007
LP-02
-
4450
1367
-
-
-
-
809
358
1501
94
-
-
-
-
-
-
-
0.008
WS-01
-
2896
10483
1727
362
-
-
-
-
-
-
-
-
-
-
-
-
-
0.010
WS-02
-
16976
6411
-
1900
2237
-
-
-
-
-
-
-
-
-
-
-
-
0.018
WS-03
-
8470
3376
393
826
-
-
-
-
-
-
-
-
-
-
-
-
-
0.008
WS-04
-
13207
5425
-
5
1828
-
-
-
1817
-
-
-
-
-
-
-
-
0.016
WS-05
-
35285
13275
4191
1337
-
-
531
-
4668
2133
-
-
-
-
-
-
-
0.045
WS-06
-
31994
17511
254
33
-
-
-
-
-
-
-
-
-
-
-
-
907
0.030
WS-07
-
13746
9619
495
3443
1234
-
-
-
-
-
-
-
-
-
-
-
-
0.019
WS-08
-
11454
3335
2228
2137
-
-
-
-
-
360
-
1871
-
-
-
-
-
0.018
WS-09
-
13155
4790
499
778
-
-
-
-
-
-
-
-
-
-
-
-
-
0.012
WS-10
-
32662
6821
1156
-
-
-
425
-
252
678
-
5915
-
-
-
-
-
0.043
WS-11
-
13825
4746
344
-
189
-
-
-
-
-
-
-
-
-
-
-
-
0.011
WS-12
-
26541
4722
4155
238
-
-
-
-
-
163
-
2845
-
-
-
-
-
0.030
WS-13
-
17177
9185
1492
2177
16
-
-
-
-
-
-
-
-
-
-
-
-
0.019
WS-14
-
19422
2047
-
-
3143
-
1919
-
-
547
-
3406
-
-
1437
-
-
0.035
WS-15
-
-
-
-
-
-
-
-
-
-
-
-
-
-
788
2444
518
-
0.016
Basin
0
375,848
143,968
28,072
17,534
17,831
0
10,317
358
9,629
3,975
0
14,035
0
788
3,880
518
1,146
0.461
* Conduit Size and Length Determined Best Information Availiable including, City of Temple GIS and Record Drawings
Bird Creek Basin
Bird Creek Basin Proposed Pipe Lengths & Inflow/Infiltration Calculations SubBasin
4"
6"
8"
10"
12"
15"
16"
18"
20"
21"
24"
27"
30"
33"
36"
42"
48"
N/A
I/I
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(MGD)
FH-01
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
FH-02
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
FH-03
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
FH-04
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
FH-05
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
FH-06
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
FH-07
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
FH-08
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
FH-09
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
FH-10
-
-
4469
-
-
-
-
3688
-
1628
-
-
-
-
-
-
-
-
0.010
FH-11
-
-
-
-
-
-
-
-
-
-
2824
-
-
-
-
-
-
-
0.005
LP-01
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
LP-02
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WS-01
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WS-02
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WS-03
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WS-04
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WS-05
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WS-06
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WS-07
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WS-08
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WS-09
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WS-10
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WS-11
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WS-12
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WS-13
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WS-14
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WS-15
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
Basin
0
0
4,469
0
0
0
0
3,688
0
1,628
2,824
0
0
0
0
0
0
0
0.015
Bird Creek Basin
Bird Creek Basin Sub-Basin Flow Calculations Land Use Percentage
Average Flow
Peak Flow
Qavg
Qpeak
I/I
Qtotal
CF
CO
IN
N/A
(gal/day/ac)
(gal/day/ac)
(MGD)
(MGD)
(MGD)
(MGD)
3.7%
2.7%
62.1%
-
22.3%
464
1132
0.11
0.28
0.018
0.29
4.8%
26.9%
27.5%
-
19.4%
570
1547
0.18
0.50
0.021
0.52
-
6.7%
-
78.0%
-
15.3%
471
1063
0.09
0.20
0.009
0.21
-
62.1%
2.0%
2.7%
13.9%
-
19.3%
731
2430
0.29
0.98
0.041
1.02
106.1
-
48.4%
-
35.0%
-
-
16.6%
694
2115
0.07
0.22
0.008
0.23
FH-06
34.5
-
73.6%
-
2.0%
-
-
24.4%
748
2600
0.03
0.09
0.003
0.09
FH-07
32.1
-
84.9%
-
3.8%
-
-
11.3%
872
3017
0.03
0.10
0.001
0.10
FH-08
99.9
-
76.3%
-
-
-
-
23.7%
763
2669
0.08
0.27
0.010
0.28
FH-09
42.7
-
81.1%
-
-
-
-
18.9%
811
2837
0.03
0.12
0.004
0.13
FH-10 FH-11
282.9 406.8
46.9% 65.8%
30.6% 30.0%
-
21.2% -
2.7%
-
1.2% 1.5%
660 631
2118 2189
0.19 0.26
0.60 0.89
0.010 0.005
0.61 0.90
LP-01 LP-02
226.7 115.5
-
28.9% 12.4%
-
0.6%
44.6% 59.0%
18.5% 3.2%
7.9% 24.8%
623 442
1680 1068
0.14 0.05
0.38 0.12
0.007 0.008
0.39 0.13
WS-01
301.0
-
-
-
-
13.4%
78.1%
8.5%
536
1071
0.16
0.32
0.010
0.33
WS-02
237.0
-
39.3%
0.2%
1.5%
41.5%
0.0%
17.5%
612
1818
0.15
0.43
0.018
0.45
WS-03
263.4
-
1.9%
-
32.5%
28.2%
21.1%
16.4%
481
990
0.13
0.26
0.008
0.27
WS-04
338.0
-
6.0%
12.2%
24.9%
39.9%
-
17.0%
555
1419
0.19
0.48
0.016
0.50
WS-05
549.7
-
20.8%
2.2%
16.5%
30.1%
9.7%
20.6%
543
1439
0.30
0.79
0.045
0.84
WS-06
303.4
-
54.0%
0.5%
4.8%
13.8%
-
26.9%
644
2106
0.20
0.64
0.030
0.67
WS-07
176.0
-
50.8%
-
-
21.4%
-
27.9%
614
1990
0.11
0.35
0.019
0.37
WS-08
140.6
-
22.7%
21.3%
3.6%
30.8%
-
21.6%
658
2038
0.09
0.29
0.018
0.30
WS-09
152.3
-
24.5%
-
-
44.5%
-
31.0%
468
1303
0.07
0.20
0.012
0.21
WS-10
315.7
-
50.8%
9.1%
2.2%
16.2%
-
21.6%
713
2352
0.22
0.74
0.043
0.79
WS-11
139.1
-
68.1%
5.0%
-
0.1%
-
26.7%
742
2597
0.10
0.36
0.011
0.37
WS-12
241.3
0.0%
65.6%
10.0%
3.8%
-
-
20.7%
798
2758
0.19
0.67
0.030
0.70
WS-13
161.1
-
75.1%
-
4.6%
-
-
20.3%
779
2683
0.13
0.43
0.019
0.45
WS-14 WS-15
448.3 171.2
40.1% 96.1%
20.3% -
1.5% -
29.7% 3.1%
-
-
8.4% 0.8%
593 483
1809 1662
0.27 0.08
0.81 0.28
0.035 0.016
0.85 0.30
SubBasin
Area (Ac)
LR
FH-01
243.6
FH-02
322.0
FH-03
MR
HR
-
9.2%
-
21.3%
190.9
-
FH-04
402.5
FH-05
LR- Light Density Residential = Agricultural (AR) & Estate Residential (ER) MR- Medium Density Residential = Auto Urban Residential (AUR), Neighborhood Conservation (NC) & Suburban Residential (SUR) HR- High Density Residential = Auto Urban Multi-Family (AUMF) CF- Community Facilties = Public Institution (PI) & Park (PK) CO- Commercial = Auto Urban Commercial (AUC), Auto-Urban Mixed Use (AUMU), Suburban Commercial (SUC), Temple Medical and Educational District (TMED) & Urban Commercial (UC) IN- Industrial = Business Park (BP) & Industrial (I) N/A- Areas Not Identified in the City of Temple Future Land Use Map (typ. Roadway ROW)
Bird Creek Basin
Appendix I Wastewater Basin Design Flow Calculations Boggy Creek Basin
Boggy Creek Basin Future Land Use SubBasin
Area
AR
AUC
AUR
BP
ER
I
NC
PI
PK
SUC
SUR
TMED
UC
N/A
LR
MR
HR
CF
CO
IN
(ac)
(ac)
(ac)
AUMF AUMU (ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
%
%
%
%
%
%
N/A %
BC-01
359
358
-
-
-
-
-
-
-
-
-
-
-
-
-
-
1
100%
-
-
-
-
-
0%
BC-02
293
196
-
-
-
-
-
-
-
-
-
-
96
-
-
-
-
67%
-
-
-
33%
-
-
BC-03
140
125
-
-
-
-
-
-
-
-
-
-
16
-
-
-
-
89%
-
-
-
11%
-
-
BC-04
270
208
-
-
-
-
-
-
-
-
-
-
55
0
-
-
7
77%
0%
-
-
20%
-
2%
BC-05
260
138
-
-
-
-
-
-
-
-
-
-
122
-
-
-
-
53%
-
-
-
47%
-
-
BC-06
1,066
1066
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
100%
-
-
-
-
-
-
Basin
2,388
2090
-
-
-
-
-
-
-
-
-
-
290
0
-
-
8
87.5%
0.0%
0.0%
0.0%
12.1%
0.0%
0.3%
LR- Light Density Residential = Agricultural (AR) & Estate Residential (ER) MR- Medium Density Residential = Auto Urban Residential (AUR), Neighborhood Conservation (NC) & Suburban Residential (SUR) HR- High Density Residential = Auto Urban Multi-Family (AUMF) CF- Community Facilties = Public Institution (PI) & Park (PK) CO- Commercial = Auto Urban Commercial (AUC), Auto-Urban Mixed Use (AUMU), Suburban Commercial (SUC), Temple Medical and Educational District (TMED) & Urban Commercial (UC) IN- Industrial = Business Park (BP) & Industrial (I) N/A- Areas Not Identified in the City of Temple Future Land Use Map (typ. Roadway ROW)
Boggy Creek Basin
Boggy Creek Basin Existing Pipe Lengths & Inflow/Infiltration Calculations SubBasin
4"
6"
8"
10"
12"
15"
16"
18"
20"
21"
24"
27"
30"
33"
36"
42"
48"
N/A
I/I
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(MGD)
BC-01
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
BC-02
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
BC-03
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
BC-04
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
BC-05
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
BC-06
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
Basin
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.000
* Conduit Size and Length Determined Best Information Availiable including, City of Temple GIS and Record Drawings
Boggy Creek Basin
Boggy Creek Basin Proposed Pipe Lengths & Inflow/Infiltration Calculations SubBasin
4"
6"
8"
10"
12"
15"
16"
18"
20"
21"
24"
27"
30"
33"
36"
42"
48"
N/A
I/I
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(MGD)
BC-01
-
-
2589
2044
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.003
BC-02
-
-
-
2287
2172
-
-
-
-
-
-
-
-
-
-
-
-
-
0.004
BC-03
-
-
-
-
-
3198
-
-
-
-
-
-
-
-
-
-
-
-
0.003
BC-04
-
-
3476
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.002
BC-05
-
-
-
5278
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.004
BC-06
-
-
-
-
-
-
-
3271
-
2327
-
-
-
-
-
-
-
-
0.008
Basin
0
0
6,065
9,609
2,172
3,198
0
3,271
0
2,327
0
0
0
0
0
0
0
0
0.024
Boggy Creek Basin
Boggy Creek Basin Sub-Basin Flow Calculations SubBasin
Area
Average Flow
Peak Flow
Qavg
Qpeak
I/I
Qtotal
(Ac)
LR
MR
HR
Land Use Percentage CF
CO
IN
N/A
(gal/day/ac)
(gal/day/ac)
(MGD)
(MGD)
(MGD)
(MGD)
BC-01
358.6
99.7%
-
-
-
-
-
0.3%
482
1685
0.17
0.60
0.003
0.61
BC-02
292.5
67.1%
-
-
-
32.9%
-
-
489
1463
0.14
0.43
0.004
0.43
BC-03
140.5
88.7%
-
-
-
11.4%
-
-
485
1612
0.07
0.23
0.003
0.23
BC-04
270.1
77.1%
0.0%
-
-
20.4%
-
2.4%
475
1508
0.13
0.41
0.002
0.41
BC-05
260.2
52.9%
-
-
-
47.1%
-
-
491
1366
0.13
0.36
0.004
0.36
BC-06* 1065.8 100.0% 483 1691 0.51 1.80 0.008 * In Sub-Basin BC-06, the area found to be N/A has been reclassified in this instance as Light Density Residential since the area found to be N/A in this Sub-Basin is outside of the City of Temple Future Land Use Map
1.81
LR- Light Density Residential = Agricultural (AR) & Estate Residential (ER) MR- Medium Density Residential = Auto Urban Residential (AUR), Neighborhood Conservation (NC) & Suburban Residential (SUR) HR- High Density Residential = Auto Urban Multi-Family (AUMF) CF- Community Facilties = Public Institution (PI) & Park (PK) CO- Commercial = Auto Urban Commercial (AUC), Auto-Urban Mixed Use (AUMU), Suburban Commercial (SUC), Temple Medical and Educational District (TMED) & Urban Commercial (UC) IN- Industrial = Business Park (BP) & Industrial (I) N/A- Areas Not Identified in the City of Temple Future Land Use Map (typ. Roadway ROW)
Boggy Creek Basin
Appendix I Wastewater Basin Design Flow Calculations Cedar Creek Basin
Cedar Creek Basin Future Land Use SubBasin
Area
AR
AUC
AUR
BP
ER
I
NC
PI
PK
SUC
SUR
TMED
UC
N/A
LR
MR
HR
CF
CO
IN
N/A
(ac)
(ac)
(ac)
AUMF AUMU (ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
%
%
%
%
%
%
%
CC-01
1,098
880
-
-
-
-
-
208
-
-
0
-
10
0
-
-
-
99%
0%
-
0%
1%
-
-
CC-02
651
504
-
-
-
-
-
10
-
-
74
-
-
-
-
-
63
79%
-
-
11%
-
-
10%
CC-03
2,254
1948
-
-
-
-
160
-
-
-
137
2
-
-
-
-
6
86%
-
-
6%
-
7%
0%
CC-04
990
982
-
-
-
-
-
-
-
-
-
-
8
-
-
-
0
99%
-
-
-
1%
-
0%
Basin
4,003
3332
-
-
-
-
160
218
-
-
212
2
10
0
-
-
69
88.7%
0.0%
0.0%
5.3%
0.2%
4.0%
1.7%
LR- Light Density Residential = Agricultural (AR) & Estate Residential (ER) MR- Medium Density Residential = Auto Urban Residential (AUR), Neighborhood Conservation (NC) & Suburban Residential (SUR) HR- High Density Residential = Auto Urban Multi-Family (AUMF) CF- Community Facilties = Public Institution (PI) & Park (PK) CO- Commercial = Auto Urban Commercial (AUC), Auto-Urban Mixed Use (AUMU), Suburban Commercial (SUC), Temple Medical and Educational District (TMED) & Urban Commercial (UC) IN- Industrial = Business Park (BP) & Industrial (I) N/A- Areas Not Identified in the City of Temple Future Land Use Map (typ. Roadway ROW)
Cedar Creek Basin
Cedar Creek Basin Sub-Basin Flow Calculations SubBasin
Area
Average Flow
Peak Flow
Qavg
Qpeak
I/I
Qtotal
(Ac)
LR
MR
HR
Land Use Percentage CF
CO
IN
N/A
(gal/day/ac)
(gal/day/ac)
(MGD)
(MGD)
(MGD)
(MGD)
CC-01
1098.0
99.1%
0.0%
-
0.0%
0.9%
-
-
483
1686
0.53
1.85
1.85
CC-02
651.4
78.9%
-
-
11.4%
-
-
9.7%
450
1471
0.29
0.96
0.96
CC-03
2253.8
86.4%
-
-
6.2%
-
7.1%
0.3%
497
1621
1.12
3.65
3.65
CC-04 989.8 99.2% 0.8% 0.0% 483 1685 0.48 1.67 * In Sub-Basin CC-01, the Area Found to be N/A has been Redistrubuted in this Instance in a Proportinal Manner to the Remaning Land Use Types since the Area Found to be N/A in this SubBasin is Outside of the City of Temple Future Land Use Map
1.67
LR- Light Density Residential = Agricultural (AR) & Estate Residential (ER) MR- Medium Density Residential = Auto Urban Residential (AUR), Neighborhood Conservation (NC) & Suburban Residential (SUR) HR- High Density Residential = Auto Urban Multi-Family (AUMF) CF- Community Facilties = Public Institution (PI) & Park (PK) CO- Commercial = Auto Urban Commercial (AUC), Auto-Urban Mixed Use (AUMU), Suburban Commercial (SUC), Temple Medical and Educational District (TMED) & Urban Commercial (UC) IN- Industrial = Business Park (BP) & Industrial (I) N/A- Areas Not Identified in the City of Temple Future Land Use Map (typ. Roadway ROW)
Cedar Creek Basin
Appendix I Wastewater Basin Design Flow Calculations Friars Creek Basin
Friars Creek Basin Future Land Use SubBasin
Area
AR
AUC
AUR
BP
ER
I
NC
PI
PK
SUC
SUR
TMED
UC
N/A
LR
MR
HR
CF
CO
IN
(ac)
(ac)
(ac)
AUMF AUMU (ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
%
%
%
%
%
%
%
FC-01
272
-
8
-
21
-
-
-
-
55
5
12
-
-
87
-
84
-
20%
-
6%
43%
-
31%
FC-02
417
-
-
-
-
-
-
-
-
-
-
-
-
-
368
-
49
-
-
-
-
88%
-
12%
FC-03
238
-
-
-
-
-
-
-
-
-
-
-
-
-
207
-
31
-
-
-
-
87%
-
13%
FC-04
522
-
68
-
-
-
-
-
-
-
-
18
181
-
180
-
75
-
-
-
3%
82%
-
14%
FC-05
192
11
0
-
-
-
-
-
-
-
-
-
0
22
129
-
30
6%
11%
-
-
67%
-
15%
FC-06
181
2
26
-
-
62
-
-
-
0
-
7
-
74
-
-
9
1%
75%
-
4%
14%
-
5%
FC-07
232
0
3
-
-
0
-
-
-
24
13
16
-
125
-
-
50
0%
64%
-
12%
2%
-
22%
FC-08
347
0
-
-
-
-
-
0
-
-
10
44
-
272
-
-
21
0%
78%
-
16%
-
-
6%
FC-09
308
-
-
10
-
-
-
195
-
-
-
1
14
71
-
-
17
63%
23%
3%
0%
4%
-
6%
FC-10
207
-
23
35
-
17
-
-
-
80
-
3
7
0
-
-
42
-
47%
17%
2%
14%
-
20%
FC-11
170
-
0
-
-
-
-
27
-
37
-
10
70
0
-
-
26
16%
22%
-
6%
41%
-
15%
FC-12
294
-
-
-
-
-
-
239
-
-
-
-
4
31
-
-
20
81%
10%
-
-
1%
-
7%
FC-13
353
4
36
-
-
35
-
0
-
10
13
-
109
89
-
-
56
1%
38%
-
4%
41%
-
16%
FC-14
180
38
-
-
-
-
-
-
-
-
26
-
24
80
-
-
12
21%
44%
-
15%
13%
-
7%
TV-01
134
72
-
-
-
-
-
47
-
-
1
-
-
10
-
-
4
89%
7%
-
1%
-
-
3%
TV-02
149
121
-
-
-
-
-
-
-
-
-
-
0
26
-
-
1
82%
17%
-
-
0%
-
1%
TV-03
158
157
-
-
-
-
-
-
-
-
-
-
-
1
-
-
-
99%
1%
-
-
-
-
-
TV-04
368
368
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
100%
-
-
-
-
-
-
TV-05
107
88
-
-
-
-
-
18
-
-
-
-
-
-
-
-
-
100%
-
-
-
-
-
-
TV-06
81
58
-
-
-
-
-
23
-
-
-
-
-
-
-
-
-
100%
-
-
-
-
-
-
TV-07
127
109
-
-
-
-
-
17
-
-
-
-
-
-
-
-
-
100%
-
-
-
-
-
-
TV-08
150
3
-
-
-
-
-
138
-
-
-
-
2
6
-
-
0
94%
4%
-
-
1%
-
0%
TV-09
154
28
-
-
-
-
-
126
-
-
-
-
-
-
-
-
0
100%
-
-
-
-
-
0%
Basin
5,339
1061
165
45
21
113
-
830
-
206
68
112
411
807
972
-
529
0.8%
3.4%
29.0%
0.0%
9.9%
35.4% 21.1%
N/A
LR- Light Density Residential = Agricultural (AR) & Estate Residential (ER) MR- Medium Density Residential = Auto Urban Residential (AUR), Neighborhood Conservation (NC) & Suburban Residential (SUR) HR- High Density Residential = Auto Urban Multi-Family (AUMF) CF- Community Facilties = Public Institution (PI) & Park (PK) CO- Commercial = Auto Urban Commercial (AUC), Auto-Urban Mixed Use (AUMU), Suburban Commercial (SUC), Temple Medical and Educational District (TMED) & Urban Commercial (UC) IN- Industrial = Business Park (BP) & Industrial (I) N/A- Areas Not Identified in the City of Temple Future Land Use Map (typ. Roadway ROW)
Friars Creek Basin
Friars Creek Basin Existing Pipe Lengths & Inflow/Infiltration Calculations SubBasin
4"
6"
8"
10"
12"
15"
16"
18"
20"
21"
24"
27"
30"
33"
36"
42"
48"
N/A
I/I
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(MGD)
FC-01
-
17035
9223
3975
2716
-
-
-
-
-
-
-
-
-
-
-
-
-
0.021
FC-02
-
19488
2180
96
3014
548
404
-
-
-
-
-
-
-
-
-
-
99
0.016
FC-03
-
4671
3093
3407
1231
-
-
2098
-
-
-
-
-
-
-
-
-
-
0.011
FC-04
201
2137
9574
1195
-
-
-
5288
-
-
-
-
-
-
-
-
-
-
0.015
FC-05
-
95
-
-
3791
599
-
-
-
-
-
-
-
-
-
-
-
-
0.004
FC-06
-
-
10311
168
-
-
-
818
-
-
1324
-
-
-
-
-
-
-
0.010
FC-07
-
9039
18779
747
-
-
-
-
-
-
1458
-
-
-
-
-
-
-
0.021
FC-08
-
12072
14368
0
2907
-
-
-
-
-
2787
-
-
-
-
-
-
2575
0.024
FC-09
-
199
12156
3454
-
-
-
-
-
-
3732
425
-
-
-
-
-
-
0.019
FC-10
-
22564
5665
1231
690
448
-
-
-
-
-
-
-
-
-
-
-
-
0.019
FC-11
-
9595
380
-
3598
-
-
-
-
-
-
-
-
-
-
-
-
-
0.009
FC-12
-
288
17407
-
3202
-
-
-
-
-
-
334
1178
3441
-
-
-
-
0.029
FC-13
-
3007
6777
-
2502
-
-
-
-
-
599
-
-
94
-
-
-
-
0.010
FC-14
-
3998
5790
848
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.007
TV-01
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
TV-02
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
TV-03
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
TV-04
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
TV-05
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
TV-06
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
TV-07
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
TV-08
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
TV-09
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
Basin
201
104,188
115,702
15,121
23,652
1,596
404
8,204
0
0
9,900
759
1,178
3,534
0
0
0
2,673
0.215
* Conduit Size and Length Determined Best Information Availiable including, City of Temple GIS and Record Drawings
Friars Creek Basin
Friars Creek Basin Proposed Pipe Lengths & Inflow/Infiltration Calculations SubBasin
4"
6"
8"
10"
12"
15"
16"
18"
20"
21"
24"
27"
30"
33"
36"
42"
48"
N/A
I/I
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(MGD)
FC-01
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
FC-02
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
FC-03
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
FC-04
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
FC-05
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
FC-06
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
FC-07
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
FC-08
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
FC-09
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
FC-10
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
FC-11
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
FC-12
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
FC-13
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
FC-14
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
TV-01
-
-
-
-
-
-
-
-
-
-
-
-
-
2033
-
-
-
-
0.006
TV-02
-
-
2796
-
-
-
-
-
-
-
-
-
-
3275
-
-
-
-
0.012
TV-03
-
-
-
-
-
-
-
-
-
-
-
-
-
1719
-
-
-
-
0.005
TV-04
-
-
-
-
-
-
-
-
-
-
-
-
-
2378
-
-
-
-
0.007
TV-05
-
-
928
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.001
TV-06
-
-
1699
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.001
TV-07
-
-
-
-
-
-
-
-
-
-
-
-
-
1066
3066
-
-
-
0.014
TV-08
-
-
3657
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.002
TV-09
-
-
2696
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.002
Basin
0
0
11,776
0
0
0
0
0
0
0
0
0
0
10,471
3,066
0
0
0
0.051
Friars Creek Basin
Friars Creek Basin Sub-Basin Flow Calculations SubBasin
Area
Average Flow
Peak Flow
Qavg
Qpeak
I/I
Qtotal
(Ac)
LR
MR
HR
Land Use Percentage CF
CO
IN
N/A
(gal/day/ac)
(gal/day/ac)
(MGD)
(MGD)
(MGD)
(MGD)
FC-01
271.9
-
20.1%
-
6.3%
42.6%
-
31.0%
452
1205
0.12
0.33
0.021
0.35
FC-02
417.3
-
-
-
-
88.2%
-
11.8%
441
882
0.18
0.37
0.016
0.38
FC-03
238.5
-
-
-
-
87.0%
-
13.0%
435
870
0.10
0.21
0.011
0.22
FC-04
521.8
-
-
-
3.4%
82.3%
-
14.4%
432
863
0.23
0.45
0.015
0.47
FC-05
192.1
5.8%
11.4%
-
-
67.4%
-
15.5%
479
1170
0.09
0.22
0.004
0.23
FC-06
180.5
0.9%
75.4%
-
4.1%
14.4%
-
5.2%
855
2848
0.15
0.51
0.010
0.52
FC-07
231.6
0.0%
64.3%
-
12.5%
1.5%
-
21.7%
726
2416
0.17
0.56
0.021
0.58
FC-08
346.7
0.0%
78.4%
-
15.6%
-
-
6.0%
878
2932
0.30
1.02
0.024
1.04
FC-09
308.0
63.2%
23.0%
3.4%
0.4%
4.4%
-
5.6%
600
2064
0.18
0.64
0.019
0.65
FC-10
207.1
-
46.9%
16.8%
1.6%
14.3%
-
20.4%
752
2509
0.16
0.52
0.019
0.54
FC-11
170.5
15.9%
21.7%
-
6.1%
41.0%
-
15.2%
536
1514
0.09
0.26
0.009
0.27
FC-12
294.1
81.2%
10.4%
-
-
1.5%
-
6.8%
504
1753
0.15
0.52
0.029
0.55
FC-13
353.2
1.2%
38.0%
-
3.7%
41.1%
-
15.9%
614
1807
0.22
0.64
0.010
0.65
FC-14
179.5
21.2%
44.3%
-
14.6%
13.2%
-
6.8%
699
2216
0.13
0.40
0.007
0.40
TV-01
133.7
88.6%
7.4%
-
0.9%
-
-
3.2%
507
1765
0.07
0.24
0.006
0.24
TV-02
148.5
81.7%
17.4%
-
-
0.0%
-
0.9%
569
1991
0.08
0.30
0.012
0.31
TV-03
158.1
99.4%
0.6%
-
-
-
-
-
486
1702
0.08
0.27
0.005
0.27
TV-04
367.9
100.0%
-
-
-
-
-
-
483
1691
0.18
0.62
0.007
0.63
TV-05
106.6
100.0%
-
-
-
-
-
-
483
1691
0.05
0.18
0.001
0.18
TV-06
81.2
100.0%
-
-
-
-
-
-
483
1691
0.04
0.14
0.001
0.14
TV-07
126.7
100.0%
-
-
-
-
-
-
483
1691
0.06
0.21
0.014
0.23
TV-08
150.1
94.3%
4.3%
-
-
1.2%
-
0.2%
504
1756
0.08
0.26
0.002
0.27
TV-09
154.0
100.0%
-
-
-
-
-
0.0%
483
1690
0.07
0.26
0.002
0.26
LR- Light Density Residential = Agricultural (AR) & Estate Residential (ER) MR- Medium Density Residential = Auto Urban Residential (AUR), Neighborhood Conservation (NC) & Suburban Residential (SUR) HR- High Density Residential = Auto Urban Multi-Family (AUMF) CF- Community Facilties = Public Institution (PI) & Park (PK) CO- Commercial = Auto Urban Commercial (AUC), Auto-Urban Mixed Use (AUMU), Suburban Commercial (SUC), Temple Medical and Educational District (TMED) & Urban Commercial (UC) IN- Industrial = Business Park (BP) & Industrial (I) N/A- Areas Not Identified in the City of Temple Future Land Use Map (typ. Roadway ROW)
Friars Creek Basin
Appendix I Wastewater Basin Design Flow Calculations Knob Creek Basin
Knob Creek Basin Future Land Use SubBasin
Area
AR
AUC
AUR
BP
ER
I
NC
PI
PK
SUC
SUR
TMED
UC
N/A
LR
MR
HR
CF
CO
IN
(ac)
(ac)
(ac)
AUMF AUMU (ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
%
%
%
%
%
%
N/A %
E-01
104
-
-
-
-
-
-
-
77
-
-
-
-
-
-
-
27
-
-
-
-
-
74%
26%
E-02
142
-
0
-
-
-
-
-
81
-
0
-
-
-
-
-
62
-
-
-
0%
0%
57%
43%
E-03
114
-
2
0
-
-
-
-
2
61
3
4
-
-
-
-
42
-
54%
0%
6%
2%
2%
37%
E-04
178
-
9
-
-
1
-
-
-
97
1
6
-
-
-
-
65
-
55%
-
4%
5%
-
37%
E-05
121
-
34
6
16
6
-
-
0
6
3
-
-
-
-
-
51
-
10%
5%
2%
41%
0%
42%
E-06
171
-
37
-
-
3
-
-
6
34
13
-
-
-
-
-
79
-
22%
-
7%
22%
3%
46%
E-07
204
-
24
16
-
-
-
-
2
22
7
8
1
-
-
26
98
-
11%
8%
7%
25%
1%
48%
E-08
163
-
43
1
-
-
-
-
-
47
-
0
-
-
-
9
62
-
29%
1%
0%
32%
-
38%
E-09
294
-
22
-
43
2
-
-
24
43
16
3
-
-
-
-
140
-
15%
-
7%
22%
8%
48%
E-10
110
-
22
-
-
17
-
-
5
0
2
-
-
-
-
19
46
-
15%
-
1%
38%
4%
42%
E-11
90
-
19
-
-
3
-
-
-
27
-
6
-
-
-
-
34
-
34%
-
6%
21%
-
38%
E-12
135
-
28
-
-
57
-
-
-
11
-
1
-
2
-
-
35
-
52%
-
1%
21%
-
26%
E-13
147
-
1
-
2
3
-
-
0
9
2
0
-
-
89
-
42
-
8%
-
1%
62%
0%
28%
E-14
211
-
5
-
1
-
-
-
4
113
3
2
-
-
8
-
74
-
54%
-
2%
7%
2%
35%
E-15
67
-
2
-
-
-
-
-
-
22
14
9
-
-
-
-
19
-
33%
-
35%
4%
-
29%
E-16
37
-
-
-
-
-
-
-
19
8
-
2
-
-
0
-
7
-
22%
-
6%
0%
52%
20%
E-17
118
-
-
0
-
23
-
-
43
21
-
4
-
-
-
-
27
-
37%
0%
4%
-
36%
23%
E-18
54
-
-
1
-
3
-
-
-
30
4
-
-
-
-
-
15
-
63%
2%
7%
-
-
28%
E-19
76
-
-
2
-
1
-
-
-
21
2
15
-
17
-
-
18
-
51%
3%
22%
-
-
24%
E-20
30
-
-
1
-
2
-
-
-
14
4
1
-
-
-
-
8
-
55%
3%
16%
-
-
26%
E-21
59
-
-
-
-
0
-
-
-
25
-
27
-
-
-
-
7
-
43%
-
46%
-
-
11%
E-22
79
-
19
-
-
-
-
-
-
4
0
41
-
12
-
-
2
-
21%
-
52%
24%
-
3%
E-23
147
-
-
10
-
113
-
-
0
-
15
-
-
-
-
-
9
-
77%
7%
10%
-
0%
6%
E-24
130
-
-
-
-
20
-
-
11
-
-
33
40
9
-
-
16
-
22%
-
26%
31%
9%
12%
E-25
60
-
-
-
-
-
-
-
22
-
30
-
-
-
-
-
8
-
-
-
50%
-
37%
13%
E-26
70
-
-
-
-
5
-
-
54
-
-
-
-
-
-
-
10
-
8%
-
-
-
78%
15%
Knob Creek Basin
Knob Creek Basin Future Land Use (Continued) SubBasin SE-01 SE-02 SE-03 SE-04 SE-05 SE-06 SE-07 SE-08 SE-09 SE-10 SE-11 SE-12 SE-13 SE-14 SE-15 SE-16 SE-17 SE-18 SE-19 SE-20 SE-21 SE-22 SE-23 SE-24 SE-25 SW-01 SW-02 SW-03 SW-04 Basin LRMRHRCFCOINN/A-
Area (ac) 94 360 117 212 336 110 390 86 33 313 227 209 213 415 359 141 61 458 97 105 437 396 307 300 105 87 137 57 82 9,358
AR (ac) 14 110 390 58 213 415 359 4 61 423 97 105 437 396 307 300 105 10 57 82 3944
AUC (ac) 0 0 78 48 0 0 395
AUMF AUMU (ac) (ac) 0 62 99 63
AUR (ac) 28 192 47 46 574
BP (ac) -
ER (ac) -
I (ac) 61 118 101 195 320 15 109 35 1303
NC (ac) 616
PI (ac) 0 117
PK (ac) 52 214
SUC (ac) 41
SUR (ac) 0 82 0 122
TMED (ac) 75 29 170 0 75 118 563
UC (ac) 55
N/A (ac) 5 50 16 17 2 11 4 29 41 21 0 28 0 0 0 0 0 0 0 12 10 0 1252
LR MR % % 30% 53% 4% 100% 100% 0% 15% 20% 28% 39% 100% 100% 100% 3% 100% 92% 100% 100% 100% 100% 100% 100% 100% 7% 0% 100% 100% 42.1% 14.0%
HR % 0% 27% 1.1%
CF % 17% 3.5%
CO IN N/A % % % 65% 5% 33% 14% 86% 14% 92% 8% 95% 1% 87% 13% 87% 13% 54% 5% 9% 34% 18% 23% 10% 0% 0% 77% 20% 0% 8% 0% 0% 0% 0% 0% 0% 86% 14% 86% 7% 0% 11.9% 13.9% 13.4%
Light Density Residential = Agricultural (AR) & Estate Residential (ER) Medium Density Residential = Auto Urban Residential (AUR), Neighborhood Conservation (NC) & Suburban Residential (SUR) High Density Residential = Auto Urban Multi-Family (AUMF) Community Facilties = Public Institution (PI) & Park (PK) Commercial = Auto Urban Commercial (AUC), Auto-Urban Mixed Use (AUMU), Suburban Commercial (SUC), Temple Medical and Educational District (TMED) & Urban Commercial (UC) Industrial = Business Park (BP) & Industrial (I) Areas Not Identified in the City of Temple Future Land Use Map (typ. Roadway ROW)
Knob Creek Basin
Knob Creek Basin Existing Pipe Lengths & Inflow/Infiltration Calculations SubBasin
4"
6"
8"
10"
12"
15"
16"
18"
20"
21"
24"
27"
30"
33"
36"
42"
48"
N/A
I/I
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(MGD)
E-01
-
101
573
1275
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.001
E-02
-
-
-
3440
67
-
-
-
-
-
-
-
-
-
-
-
-
-
0.003
E-03
-
10396
1801
-
1484
-
-
-
-
-
-
-
-
-
-
-
-
-
0.008
E-04
-
20496
3817
1304
2684
-
-
1449
-
-
29
-
-
-
-
-
-
-
0.019
E-05
-
10105
3983
1467
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.009
E-06
-
14131
6095
759
729
-
-
-
-
-
-
-
-
-
-
-
-
-
0.013
E-07
-
12952
16422
-
2746
-
-
196
-
-
-
-
-
-
-
-
-
-
0.021
E-08
-
8587
13412
617
2592
-
-
-
-
12
4416
-
-
-
-
-
-
-
0.025
E-09
-
25476
9999
1214
2407
1021
-
369
-
-
1092
-
-
-
-
-
-
-
0.028
E-10
-
6665
5868
-
-
-
-
1706
-
12
1523
-
-
-
-
-
-
-
0.013
E-11
-
8688
2918
468
510
-
-
-
-
-
2553
-
-
-
-
-
-
-
0.012
E-12
-
6990
5403
-
5389
717
-
488
-
-
-
-
-
-
-
-
-
-
0.013
E-13
-
11640
4509
-
265
-
-
-
-
-
-
-
-
-
-
-
-
1344
0.010
E-14
-
18063
16368
-
1347
-
-
-
-
834
70
-
2790
-
-
-
-
-
0.032
E-15
-
5761
2318
-
1089
-
-
139
-
-
1962
-
-
-
-
-
-
-
0.010
E-16
-
1108
999
705
436
-
656
-
-
-
-
-
-
-
-
-
-
-
0.003
E-17
-
2075
3824
317
467
122
-
-
-
-
-
-
65
-
1115
-
-
-
0.008
E-18
-
3920
3997
-
-
-
-
-
-
-
-
-
-
-
1958
-
-
-
0.012
E-19
-
6610
3385
-
-
-
-
4
-
-
17
-
-
-
-
-
-
-
0.006
E-20
-
1571
3742
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.003
E-21
-
1716
4205
-
96
-
-
129
2
-
929
-
-
-
-
-
-
-
0.006
E-22
-
1911
1336
-
1637
-
-
-
-
-
1128
-
-
-
-
-
-
-
0.006
E-23
-
2850
64
-
-
-
-
318
-
-
1327
-
-
-
21
3653
-
-
0.021
E-24
-
-
544
-
2402
-
-
1745
1518
-
608
-
-
-
-
-
-
-
0.008
E-25
212
1240
1293
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.002
E-26
-
-
-
-
-
-
-
391
-
-
28
-
-
-
-
662
-
-
0.003
Knob Creek Basin
Knob Creek Basin Existing Pipe Lengths & Inflow/Infiltration Calculations (Continued) SubBasin
4"
6"
8"
10"
12"
15"
16"
18"
20"
21"
24"
27"
30"
33"
36"
42"
48"
N/A
I/I
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(MGD)
SE-01
-
-
-
-
-
-
-
2045
-
-
-
-
-
-
-
-
-
-
0.003
SE-02
-
-
-
-
833
843
-
0
-
-
-
-
-
-
-
-
-
-
0.002
SE-03
-
491
2491
-
-
3
-
-
-
-
-
-
-
-
-
-
-
-
0.002
SE-04
-
-
-
-
-
3441
-
1873
-
-
-
-
-
-
-
-
-
-
0.006
SE-05
-
-
-
-
-
-
-
1185
-
-
-
-
-
-
-
-
-
-
0.001
SE-06
-
-
1689
299
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.001
SE-07
-
70
5322
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.004
SE-08
-
1244
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.001
SE-09
-
2929
8579
1147
1842
-
-
-
-
-
-
-
-
-
-
-
-
-
0.010
SE-10
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
SE-11
-
-
-
-
-
-
-
122
-
-
-
-
-
-
-
-
-
-
0.000
SE-12
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
SE-13
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
SE-14
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
SE-15
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
SE-16
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
SE-17
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
SE-18
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
SE-19
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
SE-20
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
SE-21
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
SE-22
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
SE-23
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
SE-24
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
SE-25
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
SW-01
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
SW-02
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
SW-03
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
SW-04
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
Basin
212
187,785
134,957
13,013
29,021
6,147
656
12,159
1,520
858
15,680
0
2,854
0
3,094
4,315
0
1,344
0.323
* Conduit Size and Length Determined Best Information Availiable including, City of Temple GIS and Record Drawings
Knob Creek Basin
Knob Creek Basin Proposed Pipe Lengths & Inflow/Infiltration Calculations SubBasin
4"
6"
8"
10"
12"
15"
16"
18"
20"
21"
24"
27"
30"
33"
36"
42"
48"
N/A
I/I
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(MGD)
E-01
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
E-02
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
E-03
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
E-04
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
E-05
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
E-06
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
E-07
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
E-08
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
E-09
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
E-10
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
E-11
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
E-12
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
E-13
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
E-14
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
E-15
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
E-16
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
E-17
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
E-18
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
E-19
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
E-20
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
E-21
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
E-22
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
E-23
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
E-24
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
E-25
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
E-26
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
Knob Creek Basin
Knob Creek Basin Proposed Pipe Lengths & Inflow/Infiltration Calculations (Continued) SubBasin
4"
6"
8"
10"
12"
15"
16"
18"
20"
21"
24"
27"
30"
33"
36"
42"
48"
N/A
I/I
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(MGD)
SE-01
-
-
-
-
-
-
-
-
-
-
-
-
2437
-
-
-
-
-
0.007
SE-02
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
SE-03
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
SE-04
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
SE-05
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
SE-06
-
-
-
-
-
-
-
-
-
1996
-
-
-
-
-
-
-
-
0.003
SE-07
-
-
-
-
-
-
-
-
-
6619
-
-
-
-
-
-
-
-
0.011
SE-08
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
SE-09
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
SE-10
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
SE-11
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
SE-12
-
-
4776
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.003
SE-13
-
-
-
2166
3815
-
-
-
-
-
-
-
-
-
-
-
-
-
0.005
SE-14
-
-
-
-
2011
2072
-
1104
-
-
-
-
-
-
-
-
-
-
0.005
SE-15
-
-
-
-
-
-
-
-
-
2512
-
-
-
-
-
-
-
-
0.004
SE-16
-
-
2653
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.002
SE-17
-
-
2424
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.002
SE-18
-
-
-
4296
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.003
SE-19
-
-
-
-
-
4147
-
-
-
-
-
-
-
-
-
-
-
-
0.004
SE-20
-
-
-
-
-
1648
-
-
-
-
-
-
-
-
-
-
-
-
0.002
SE-21
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
SE-22
-
-
-
-
5037
-
-
-
-
-
-
-
-
-
-
-
-
-
0.004
SE-23
-
-
-
-
-
-
-
2203
-
-
-
-
-
-
-
-
-
-
0.003
SE-24
-
-
-
-
-
-
-
2225
-
-
547
-
-
-
-
-
-
-
0.004
SE-25
-
-
-
-
-
-
-
-
-
1437
2737
-
73
-
-
-
-
-
0.008
SW-01
-
-
1429
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.001
SW-02
-
-
657
3113
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.003
SW-03
-
-
-
2292
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.002
SW-04
-
-
-
840
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.001
Basin
0
0
11,939
12,707
10,863
7,867
0
5,531
0
12,563
3,284
0
2,510
0
0
0
0
0
0.075
Knob Creek Basin
Knob Creek Basin Sub-Basin Flow Calculations SubBasin
Area
Average Flow
Peak Flow
Qavg
Qpeak
I/I
Qtotal
(Ac)
LR
MR
HR
Land Use Percentage CF
CO
IN
N/A
(gal/day/ac)
(gal/day/ac)
(MGD)
(MGD)
(MGD)
(MGD)
E-01
104.4
-
-
-
-
-
73.9%
26.1%
443
887
0.05
0.09
0.001
0.09
E-02
142.4
-
-
-
0.0%
0.0%
56.7%
43.3%
340
680
0.05
0.10
0.003
0.10
E-03
114.2
-
53.6%
0.0%
5.6%
1.8%
2.0%
36.9%
591
1988
0.07
0.23
0.008
0.24
E-04
178.2
-
54.5%
-
3.7%
5.2%
-
36.6%
594
2005
0.11
0.36
0.019
0.38
E-05
121.4
-
9.8%
4.6%
2.3%
41.1%
0.1%
42.1%
373
975
0.05
0.12
0.009
0.13
E-06
171.4
-
21.5%
-
7.3%
21.6%
3.3%
46.2%
387
1097
0.07
0.19
0.013
0.20
E-07
203.5
-
10.6%
7.9%
7.2%
25.1%
0.9%
48.4%
374
1050
0.08
0.21
0.021
0.23
E-08
163.5
-
28.9%
0.7%
0.1%
32.2%
-
38.2%
458
1361
0.07
0.22
0.025
0.25
E-09
294.2
-
15.3%
-
6.6%
22.2%
8.1%
47.7%
353
936
0.10
0.28
0.028
0.30
E-10
109.6
-
15.2%
-
1.4%
37.6%
4.1%
41.7%
373
975
0.04
0.11
0.013
0.12
E-11
90.3
-
34.2%
-
6.3%
21.4%
-
38.1%
486
1485
0.04
0.13
0.012
0.15
E-12
134.6
-
52.4%
-
0.8%
20.7%
-
26.0%
633
2053
0.09
0.28
0.013
0.29
E-13
147.2
-
8.2%
-
1.1%
62.4%
0.0%
28.3%
400
923
0.06
0.14
0.010
0.15
E-14
210.6
-
53.8%
-
2.2%
6.9%
2.0%
35.0%
598
2003
0.13
0.42
0.032
0.45
E-15
67.1
-
33.2%
-
34.5%
3.6%
-
28.7%
557
1611
0.04
0.11
0.010
0.12
E-16
37.5
-
22.3%
-
6.1%
0.0%
51.7%
19.9%
570
1475
0.02
0.06
0.003
0.06
E-17
117.9
-
37.2%
0.0%
3.6%
-
36.2%
23.0%
611
1781
0.07
0.21
0.008
0.22
E-18
53.6
-
62.6%
2.3%
7.2%
-
-
27.9%
697
2374
0.04
0.13
0.012
0.14
E-19
76.2
-
51.3%
2.5%
22.3%
-
-
23.9%
676
2167
0.05
0.17
0.006
0.17
E-20
30.0
-
54.6%
3.1%
16.4%
-
-
25.9%
682
2239
0.02
0.07
0.003
0.07
E-21
59.4
-
42.8%
-
46.0%
-
-
11.2%
704
2051
0.04
0.12
0.006
0.13
E-22
78.6
-
20.9%
-
52.0%
24.2%
-
2.9%
642
1598
0.05
0.13
0.006
0.13
E-23
146.9
-
76.9%
6.8%
10.1%
-
0.1%
6.1%
912
3100
0.13
0.46
0.021
0.48
E-24
129.6
-
22.3%
-
25.7%
31.0%
8.5%
12.4%
584
1504
0.08
0.19
0.008
0.20
E-25
60.2
-
-
-
49.7%
-
37.0%
13.3%
520
1041
0.03
0.06
0.002
0.06
E-26
69.9
-
7.7%
-
-
-
77.6%
14.7%
543
1202
0.04
0.08
0.003
0.09
Knob Creek Basin
Knob Creek Basin Sub-Basin Flow Calculations (Continued) SubBasin
Area
Average Flow
Peak Flow
Qavg
Qpeak
I/I
Qtotal
(Ac)
LR
MR
HR
Land Use Percentage CF
CO
IN
N/A
(gal/day/ac)
(gal/day/ac)
(MGD)
(MGD)
(MGD)
(MGD)
SE-01
93.8
-
30.2%
-
-
-
64.8%
5.0%
691
1835
0.06
0.17
0.009
0.18
SE-02
359.9
-
53.2%
-
-
-
32.8%
14.0%
729
2256
0.26
0.81
0.002
0.81
SE-03
117.4
-
-
-
-
-
86.2%
13.8%
517
1035
0.06
0.12
0.002
0.12
SE-04
211.6
-
-
-
-
-
92.1%
7.9%
553
1106
0.12
0.23
0.006
0.24
SE-05
335.9
4.2%
-
-
-
-
95.3%
0.5%
592
1214
0.20
0.41
0.001
0.41
SE-06
109.8
100.0%
-
-
-
-
-
-
483
1691
0.05
0.19
0.005
0.19
SE-07
390.0
100.0%
-
-
-
-
-
-
483
1691
0.19
0.66
0.014
0.67
SE-08
86.3
-
-
-
-
87.0%
-
13.0%
435
870
0.04
0.08
0.001
0.08
SE-09
33.3
-
0.0%
-
-
86.7%
-
13.3%
433
867
0.01
0.03
0.010
0.04
SE-10
313.4
-
15.0%
0.0%
16.6%
54.4%
4.7%
9.3%
550
1326
0.17
0.42
0.000
0.42
SE-11
227.4
-
20.4%
27.3%
-
34.3%
-
18.0%
703
2204
0.16
0.50
0.000
0.50
SE-12
209.1
27.9%
39.0%
-
-
22.9%
-
10.2%
639
2066
0.13
0.43
0.003
0.44
SE-13
213.3
100.0%
-
-
-
-
-
-
483
1691
0.10
0.36
0.005
0.37
SE-14
414.9
100.0%
-
-
-
-
-
0.0%
483
1690
0.20
0.70
0.005
0.71
SE-15
359.3
100.0%
-
-
-
-
-
-
483
1691
0.17
0.61
0.004
0.61
SE-16
141.0
2.8%
-
-
-
0.1%
77.1%
20.0%
477
973
0.07
0.14
0.002
0.14
SE-17
61.4
100.0%
-
-
-
-
-
0.0%
483
1690
0.03
0.10
0.002
0.11
SE-18
457.8
92.4%
-
-
-
-
7.6%
0.0%
492
1653
0.23
0.76
0.003
0.76
SE-19
97.1
100.0%
-
-
-
-
-
0.0%
483
1690
0.05
0.16
0.004
0.17
SE-20
104.7
100.0%
-
-
-
-
-
0.0%
483
1690
0.05
0.18
0.002
0.18
SE-21
436.9
100.0%
-
-
-
-
-
0.0%
483
1690
0.21
0.74
0.000
0.74
SE-22
395.9
100.0%
-
-
-
-
-
-
483
1691
0.19
0.67
0.004
0.67
SE-23
306.5
100.0%
-
-
-
-
-
0.0%
483
1690
0.15
0.52
0.003
0.52
SE-24
299.7
100.0%
-
-
-
-
-
0.0%
483
1690
0.14
0.51
0.004
0.51
SE-25
105.5
100.0%
-
-
-
-
-
-
483
1691
0.05
0.18
0.008
0.19
Knob Creek Basin
Knob Creek Basin Sub-Basin Flow Calculations (Continued) SubBasin
Area
Average Flow
Peak Flow
Qavg
Qpeak
I/I
Qtotal
(Ac)
LR
MR
HR
Land Use Percentage CF
CO
IN
N/A
(gal/day/ac)
(gal/day/ac)
(MGD)
(MGD)
(MGD)
(MGD)
SW-01
86.6
-
-
-
-
86.0%
-
14.0%
430
860
0.04
0.07
0.000
0.07
SW-02
137.2
7.2%
0.1%
-
-
85.7%
-
7.1%
463
980
0.06
0.13
0.000
0.13
SW-03
57.4
100.0%
-
-
-
-
-
-
483
1691
0.03
0.10
0.000
0.10
SW-04
82.3
100.0%
-
-
-
-
-
0.0%
483
1690
0.04
0.14
0.000
0.14
LR- Light Density Residential = Agricultural (AR) & Estate Residential (ER) MR- Medium Density Residential = Auto Urban Residential (AUR), Neighborhood Conservation (NC) & Suburban Residential (SUR) HR- High Density Residential = Auto Urban Multi-Family (AUMF) CF- Community Facilties = Public Institution (PI) & Park (PK) CO- Commercial = Auto Urban Commercial (AUC), Auto-Urban Mixed Use (AUMU), Suburban Commercial (SUC), Temple Medical and Educational District (TMED) & Urban Commercial (UC) IN- Industrial = Business Park (BP) & Industrial (I) N/A- Areas Not Identified in the City of Temple Future Land Use Map (typ. Roadway ROW)
Knob Creek Basin
Appendix I Wastewater Basin Design Flow Calculations Little Elm Creek Basin
Little Elm Creek Basin Future Land Use SubBasin
Area
AR
AUC
AUR
BP
ER
I
NC
PI
PK
SUC
SUR
TMED
UC
N/A
LR
MR
HR
CF
CO
IN
(ac)
(ac)
(ac)
AUMF AUMU (ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
%
%
%
%
%
%
N/A %
LE-01
305
201
-
-
-
-
-
-
102
-
-
-
-
-
-
-
2
66%
-
-
-
-
33%
1%
LE-02
310
276
-
-
-
-
-
-
27
-
-
-
-
-
-
-
8
89%
-
-
-
-
9%
2%
LE-03
136
117
-
-
-
-
-
-
19
-
-
-
-
-
-
-
-
86%
-
-
-
-
14%
-
LE-04
82
1
-
-
-
-
-
-
79
-
-
-
-
-
-
-
2
1%
-
-
-
-
96%
2%
LE-05
336
141
-
-
-
-
-
-
57
-
-
-
76
-
-
-
63
42%
-
-
-
23%
17%
19%
LE-06
717
50
-
-
-
-
-
-
667
-
-
-
-
-
-
-
-
7%
-
-
-
-
93%
-
LE-07
447
49
-
-
-
-
-
-
397
-
-
-
0
-
-
-
0
11%
-
-
-
0%
89%
0%
LE-08
311
85
-
-
-
-
-
-
212
-
-
-
-
-
-
-
13
28%
-
-
-
-
68%
4%
LE-09
429
-
-
-
-
-
-
-
414
-
-
-
-
-
-
-
15
-
-
-
-
-
97%
3%
LE-10
233
-
-
-
-
-
-
-
153
-
-
-
61
-
-
-
19
-
-
-
-
26%
66%
8%
LE-11
243
0
-
-
-
-
-
-
123
-
-
-
89
-
-
-
31
0%
-
-
-
36%
51%
13%
LE-12
244
-
-
-
-
-
-
-
171
-
-
-
29
-
-
-
44
-
-
-
-
12%
70%
18%
LE-13
92
-
-
-
-
-
-
-
-
-
-
-
64
-
-
-
28
-
-
-
-
70%
-
30%
LE-14
159
-
-
-
-
-
-
-
142
-
-
-
-
-
-
-
17
-
-
-
-
-
89%
11%
LE-15
241
-
-
-
-
-
-
-
204
-
2
-
-
-
-
-
35
-
-
-
1%
-
85%
15%
LE-16
310
-
-
-
-
-
53
-
221
-
-
-
-
-
-
-
36
-
-
-
-
-
88%
12%
LE-17
238
1
-
-
-
-
-
-
59
-
-
-
138
-
-
-
39
1%
-
-
-
58%
25%
16%
LE-18
899
424
-
-
-
-
-
-
197
-
-
-
213
25
-
-
41
47%
3%
-
-
24%
22%
5%
LE-19
870
678
-
-
-
-
-
-
0
-
-
-
20
124
-
-
48
78%
14%
-
-
2%
0%
5%
LE-20
1,538
1083
-
-
-
-
-
-
64
-
1
-
102
231
-
-
57
70%
15%
-
0%
7%
4%
4%
LE-21
155
153
-
-
-
-
-
-
1
-
-
-
-
-
-
-
-
99%
-
-
-
-
1%
-
LE-22
252
252
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
100%
-
-
-
-
-
-
LR- Light Density Residential = Agricultural (AR) & Estate Residential (ER) MR- Medium Density Residential = Auto Urban Residential (AUR), Neighborhood Conservation (NC) & Suburban Residential (SUR) HR- High Density Residential = Auto Urban Multi-Family (AUMF) CF- Community Facilties = Public Institution (PI) & Park (PK) CO- Commercial = Auto Urban Commercial (AUC), Auto-Urban Mixed Use (AUMU), Suburban Commercial (SUC), Temple Medical and Educational District (TMED) & Urban Commercial (UC) IN- Industrial = Business Park (BP) & Industrial (I) N/A- Areas Not Identified in the City of Temple Future Land Use Map (typ. Roadway ROW)
Little Elm Creek Basin
Little Elm Creek Basin Existing Pipe Lengths & Inflow/Infiltration Calculations SubBasin
4"
6"
8"
10"
12"
15"
16"
18"
20"
21"
24"
27"
30"
33"
36"
42"
48"
N/A
I/I
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(MGD)
LE-01
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
LE-02
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
LE-03
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
LE-04
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
LE-05
-
6447
13004
5415
2175
179
-
-
-
-
-
-
-
-
-
238
0.018
LE-06
-
18638
11367
-
1271
2077
-
-
-
-
-
-
-
-
-
-
0.021
LE-07
-
3237
5213
3345
852
-
-
-
-
-
-
-
-
-
-
-
0.009
LE-08
-
44079
5690
2312
-
6825
-
2870
-
-
-
-
-
-
-
-
0.041
LE-09
-
10794
139
-
-
-
-
1575
-
-
-
-
-
-
-
-
0.008
LE-10
-
4224
1206
66
-
-
-
-
-
-
-
-
-
-
-
-
0.003
LE-11
-
2437
50
-
-
-
-
-
-
-
-
-
-
-
-
-
0.001
LE-12
-
17588
735
-
-
-
-
-
-
-
-
-
-
-
-
-
0.010
LE-13
-
7145
183
-
-
-
-
-
-
-
-
-
-
-
-
-
0.004
LE-14
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
LE-15
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
LE-16
-
-
3268
-
-
103
-
2189
-
1391
-
-
-
-
-
-
0.007
LE-17
-
4450
1367
-
-
-
-
809
358
1501
94
-
-
-
-
-
0.008
LE-18
-
2896
10483
1727
362
-
-
-
-
-
-
-
-
-
-
-
0.010
LE-19
-
16976
6411
-
1900
2237
-
-
-
-
-
-
-
-
-
-
0.018
LE-20
-
8470
3376
393
826
-
-
-
-
-
-
-
-
-
-
-
0.008
LE-21
-
13207
5425
-
5
1828
-
-
-
1817
-
-
-
-
-
-
0.016
LE-22
-
35285
13275
4191
1337
-
-
531
-
4668
2133
-
-
-
-
-
0.045
* Conduit Size and Length Determined Best Information Availiable including, City of Temple GIS and Record Drawings
Little Elm Creek Basin
Little Elm Creek Basin Proposed Pipe Lengths & Inflow/Infiltration Calculations SubBasin
4"
6"
8"
10"
12"
15"
16"
18"
20"
21"
24"
27"
30"
33"
36"
42"
48"
N/A
I/I
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(MGD)
LE-01
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
LE-02
-
-
-
3994
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.003
LE-03
-
-
-
1868
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.001
LE-04
-
-
-
-
2907
-
-
-
-
-
-
-
-
-
-
-
-
-
0.002
LE-05
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
LE-06
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
LE-07
-
-
-
-
3083
-
-
-
-
-
-
-
-
-
-
-
-
-
0.003
LE-08
-
-
-
-
3120
1300
-
-
-
-
-
-
-
-
-
-
-
-
0.004
LE-09
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
LE-10
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
LE-11
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
LE-12
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
LE-13
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
LE-14
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
LE-15
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
LE-16
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
LE-17
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
LE-18
-
-
-
-
-
-
-
-
-
-
6993
-
-
-
-
-
-
-
0.013
LE-19
-
-
-
-
-
-
-
-
-
-
-
6978
-
-
-
-
-
-
0.018
LE-20
-
-
-
-
-
-
-
-
-
-
-
10835
-
1498
-
-
-
-
0.032
LE-21
-
-
-
-
-
-
-
-
-
-
-
-
-
1441
-
-
-
-
0.005
LE-22
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
Little Elm Creek Basin
Little Elm Creek Basin Sub-Basin Flow Calculations SubBasin
Area
Average Flow
Peak Flow
Qavg
Qpeak
I/I
Qtotal
(Ac)
LR
MR
HR
Land Use Percentage CF
CO
IN
N/A
(gal/day/ac)
(gal/day/ac)
(MGD)
(MGD)
(MGD)
(MGD)
LE-01
305.3
66.0%
-
-
-
-
33.4%
0.6%
519
1517
0.16
0.46
0.000
0.46
LE-02
310.5
88.8%
-
-
-
-
8.7%
2.4%
481
1606
0.15
0.50
0.003
0.50
LE-03
136.0
85.9%
-
-
-
-
14.1%
-
500
1621
0.07
0.22
0.001
0.22
LE-04
81.9
1.5%
-
-
-
-
96.3%
2.2%
585
1181
0.05
0.10
0.002
0.10
LE-05
336.4
42.0%
-
-
-
22.5%
16.8%
18.7%
416
1137
0.14
0.38
0.018
0.40
LE-06
717.0
7.0%
-
-
-
-
93.0%
-
592
1234
0.42
0.89
0.021
0.91
LE-07
446.9
11.0%
-
-
-
0.0%
88.9%
0.0%
587
1254
0.26
0.56
0.011
0.57
LE-08
310.6
27.5%
-
-
-
-
68.4%
4.1%
543
1286
0.17
0.40
0.044
0.44
LE-09
428.5
-
-
-
-
-
96.5%
3.5%
579
1158
0.25
0.50
0.008
0.50
LE-10
233.1
-
-
-
-
26.0%
65.8%
8.2%
525
1050
0.12
0.24
0.003
0.25
LE-11
243.2
0.1%
-
-
-
36.4%
50.5%
12.9%
486
973
0.12
0.24
0.001
0.24
LE-12
244.2
-
-
-
-
12.0%
70.2%
17.8%
481
962
0.12
0.23
0.010
0.25
LE-13
92.3
-
-
-
-
69.5%
-
30.5%
348
695
0.03
0.06
0.004
0.07
LE-14
158.9
-
-
-
-
-
89.4%
10.6%
536
1073
0.09
0.17
0.000
0.17
LE-15
240.9
-
-
-
0.6%
-
84.7%
14.6%
512
1024
0.12
0.25
0.000
0.25
LE-16
310.5
-
-
-
-
-
88.3%
11.7%
530
1060
0.16
0.33
0.007
0.34
LE-17
237.6
0.5%
-
-
-
58.1%
24.9%
16.5%
443
889
0.11
0.21
0.008
0.22
LE-18
899.4
47.2%
2.7%
-
-
23.7%
21.9%
4.5%
505
1392
0.45
1.25
0.023
1.28
LE-19
869.9
78.0%
14.2%
-
-
2.3%
0.0%
5.5%
530
1839
0.46
1.60
0.035
1.64
LE-20
1537.9
70.4%
15.0%
-
0.0%
6.6%
4.2%
3.7%
549
1834
0.84
2.82
0.040
2.86
LE-21
154.7
99.1%
-
-
-
-
0.9%
-
484
1686
0.07
0.26
0.020
0.28
LE-22
252.0
100.0%
-
-
-
-
-
-
483
1691
0.12
0.43
0.045
0.47
LR- Light Density Residential = Agricultural (AR) & Estate Residential (ER) MR- Medium Density Residential = Auto Urban Residential (AUR), Neighborhood Conservation (NC) & Suburban Residential (SUR) HR- High Density Residential = Auto Urban Multi-Family (AUMF) CF- Community Facilties = Public Institution (PI) & Park (PK) CO- Commercial = Auto Urban Commercial (AUC), Auto-Urban Mixed Use (AUMU), Suburban Commercial (SUC), Temple Medical and Educational District (TMED) & Urban Commercial (UC) IN- Industrial = Business Park (BP) & Industrial (I) N/A- Areas Not Identified in the City of Temple Future Land Use Map (typ. Roadway ROW)
Little Elm Creek Basin
Appendix I Wastewater Basin Design Flow Calculations Leon River Basin
Leon River Basin Future Land Use SubBasin
Area
AR
AUC
AUR
BP
ER
I
NC
PI
PK
SUC
SUR
TMED
UC
N/A
LR
MR
HR
CF
CO
IN
(ac)
(ac)
(ac)
AUMF AUMU (ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
%
%
%
%
%
%
N/A %
LO-01
54
4
-
-
-
-
-
9
-
-
0
-
35
-
-
-
6
23%
-
-
0%
65%
-
12%
LO-02
264
-
-
-
-
-
-
1
-
-
61
-
51
70
-
-
81
1%
26%
-
23%
19%
-
31%
LO-03
60
34
-
-
-
-
-
-
-
-
-
-
22
0
-
-
3
57%
1%
-
-
37%
-
5%
LO-04
27
-
-
-
-
-
-
-
-
-
-
-
22
3
-
-
2
-
12%
-
-
81%
-
7%
LO-05
46
45
-
-
-
-
-
-
-
-
-
-
-
0
-
-
1
97%
1%
-
-
-
-
2%
LO-06
97
-
-
-
-
-
-
-
-
-
-
-
17
80
-
-
0
-
82%
-
-
17%
-
0%
LO-07
41
40
-
-
-
-
-
-
-
-
-
-
-
0
-
-
1
97%
0%
-
-
-
-
3%
LO-08
88
-
-
-
-
-
-
-
-
-
-
-
-
87
-
-
0
-
99%
-
-
-
-
1%
LO-09
148
-
-
-
-
-
-
-
-
-
-
-
8
140
-
-
0
-
94%
-
-
5%
-
0%
LO-10
60
-
-
-
-
41
-
-
-
-
-
-
5
-
-
-
14
-
68%
-
-
8%
-
24%
LO-11
118
-
-
-
-
-
-
-
-
-
1
28
0
63
-
-
25
-
54%
-
25%
0%
-
21%
LO-12
197
-
-
-
-
42
-
-
-
-
0
5
1
120
-
-
28
-
82%
-
3%
1%
-
14%
LO-13
105
-
-
-
-
12
-
-
-
-
38
13
-
31
-
-
10
-
41%
-
49%
-
-
10%
LO-14
85
-
-
-
-
5
-
-
-
-
-
9
-
63
-
-
8
-
80%
-
11%
-
-
9%
LO-15
82
-
-
-
-
0
-
-
-
-
-
15
-
64
-
-
3
-
78%
-
19%
-
-
3%
LO-16
140
-
-
-
-
0
-
-
-
-
-
0
-
139
-
-
1
-
100%
-
0%
-
-
0%
LO-17
32
-
-
-
-
0
-
-
-
-
-
-
5
21
-
-
5
-
67%
-
-
16%
-
17%
LO-18
60
-
-
-
-
24
-
-
-
-
-
-
0
26
-
-
10
-
83%
-
-
0%
-
17%
LO-19
38
-
-
-
-
26
-
-
-
-
-
-
-
3
-
-
9
-
76%
-
-
-
-
24%
LO-20
124
-
-
-
-
0
-
34
-
-
-
-
-
87
-
-
3
27%
70%
-
-
-
-
2%
LO-21
118
0
-
-
-
-
-
117
-
-
-
-
-
0
-
-
1
99%
0%
-
-
-
-
1%
LO-22
168
7
-
-
-
-
-
161
-
-
-
-
-
-
-
-
0
100%
-
-
-
-
-
0%
LO-23
97
58
-
-
-
-
-
39
-
-
0
-
-
-
-
-
0
100%
-
-
0%
-
-
0%
LO-24
88
19
-
-
-
-
-
7
-
-
13
-
-
37
-
-
11
30%
42%
-
14%
-
-
13%
LO-25
255
101
-
-
-
-
-
-
-
-
1
0
85
-
-
-
68
39%
-
-
0%
33%
-
27%
LO-26
278
1
-
-
-
-
-
121
-
-
-
-
133
-
-
-
24
44%
-
-
-
48%
-
8%
QU-01
48
-
-
-
-
-
-
-
-
-
-
-
36
7
-
-
4
-
16%
-
-
76%
-
9%
QU-02
82
-
-
-
-
-
-
-
-
-
-
-
62
13
-
-
7
-
16%
-
-
76%
-
9%
QU-03
115
-
-
-
-
0
-
0
-
-
-
-
45
65
-
-
4
0%
56%
-
-
39%
-
4%
QU-04
109
-
-
-
-
-
-
52
-
-
-
-
42
12
-
-
3
48%
11%
-
-
39%
-
2%
WB-01
78
-
-
-
-
0
-
5
-
-
-
-
31
37
-
-
5
7%
48%
-
-
39%
-
6%
WB-02
165
-
-
-
-
-
-
146
-
-
-
-
17
-
-
-
3
88%
-
-
-
10%
-
2%
WB-03
162
-
-
-
-
-
-
162
-
-
-
-
-
-
-
-
0
100%
-
-
-
-
-
0%
WB-04
43
-
-
-
-
-
-
43
-
-
-
-
-
-
-
-
-
100%
-
-
-
-
-
0%
Leon River Basin
Leon River Basin Future Land Use (Continued) SubBasin WT-01 WT-02 WT-03 WT-04 WT-05 WT-06 WT-07 WT-08 WT-09 WT-10 WT-11 WT-12 WT-13 WT-14 WT-15 WT-16 WT-17 WT-18 WT-19 WT-20 WT-21 WT-22 WT-23 WT-24 WT-25 WT-26 WT-27 WT-28 Basin LRMRHRCFCOINN/A-
Area (ac)
AR (ac)
AUC (ac)
AUMF AUMU (ac) (ac)
AUR (ac)
BP (ac)
ER (ac)
I (ac)
NC (ac)
PI (ac)
PK (ac)
SUC (ac)
SUR (ac)
TMED (ac)
UC (ac)
N/A (ac)
LR %
MR %
HR %
CF %
CO %
849 383 321 2 49 93 83% 0% 6% 60 2 57 0 99% 20 19 0 1 95% 0% 43 2 22 17 0 3 54% 1% 38% 42 10 20 7 5 24% 17% 48% 51 26 4 19 2 50% 37% 8% 28 6 0 14 2 6 23% 8% 50% 199 11 4 157 27 79% 6% 2% 51 0 12 0 2 29 8 0% 57% 23% 4% 113 0 4 11 79 18 70% 4% 9% 55 52 3 95% 43 41 2 95% 76 75 1 99% 26 26 100% 91 88 2 97% 49 0 0 49 100% 0% 0% 51 0 50 1 97% 0% 23 0 19 4 83% 0% 52 1 40 11 77% 1% 91 81 3 6 4% 89% 131 109 17 5 13% 83% 88 69 0 19 0% 79% 70 3 0 0 18 39 10 59% 0% 26% 50 9 10 23 8 45% 19% 19% 66 3 7 0 53 4 84% 10% 0% 22 15 2 0 4 72% 11% 16 10 0 2 3 79% 0% 72 44 5 11 12 76% 7% 6,198 728 0 226 1326 125 112 1029 2051 600 33.1% 36.7% 0.0% 3.8% 16.6% Light Density Residential = Agricultural (AR) & Estate Residential (ER) Medium Density Residential = Auto Urban Residential (AUR), Neighborhood Conservation (NC) & Suburban Residential (SUR) High Density Residential = Auto Urban Multi-Family (AUMF) Community Facilties = Public Institution (PI) & Park (PK) Commercial = Auto Urban Commercial (AUC), Auto-Urban Mixed Use (AUMU), Suburban Commercial (SUC), Temple Medical and Educational District (TMED) & Urban Commercial (UC) Industrial = Business Park (BP) & Industrial (I) Areas Not Identified in the City of Temple Future Land Use Map (typ. Roadway ROW)
IN %
N/A %
0.0%
11% 1% 5% 7% 11% 4% 20% 14% 16% 16% 5% 5% 1% 3% 3% 17% 22% 7% 4% 21% 15% 17% 5% 17% 21% 17% 9.7%
Leon River Basin
Leon River Basin Existing Pipe Lengths & Inflow/Infiltration Calculations SubBasin
4"
6"
8"
10"
12"
15"
16"
18"
20"
21"
24"
27"
30"
33"
36"
42"
48"
N/A
I/I
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(MGD)
LO-01
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
LO-02
-
-
-
2359
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.002
LO-03
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
LO-04
-
-
1175
1025
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.002
LO-05
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
LO-06
-
-
10302
1538
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.008
LO-07
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
LO-08
-
6476
1647
41
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.005
LO-09
-
-
-
4063
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.003
LO-10
-
63
9918
29
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.007
LO-11
-
-
-
2555
-
-
-
-
-
-
-
-
-
-
-
-
-
347
0.002
LO-12
-
548
8746
312
-
1785
-
-
-
-
-
-
-
-
-
-
-
-
0.008
LO-13
-
1052
3903
-
-
502
-
487
-
-
-
-
-
-
-
-
-
-
0.004
LO-14
-
-
-
-
-
3
-
2157
-
-
1
-
-
-
-
-
-
-
0.003
LO-15
-
-
5614
-
-
-
-
-
-
-
1631
-
-
-
-
-
-
-
0.007
LO-16
-
-
5184
-
-
-
-
-
-
-
1717
-
-
-
-
-
-
-
0.007
LO-17
-
-
3735
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.002
LO-18
-
825
5954
270
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.005
LO-19
-
542
6491
224
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.005
LO-20
-
-
2371
-
-
-
-
-
-
-
1376
-
-
-
-
-
-
-
0.004
LO-21
-
23
-
-
-
-
-
-
-
-
70
-
-
-
-
-
-
-
0.000
LO-22
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
LO-23
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
LO-24
-
-
-
-
153
-
-
-
-
-
-
-
962
-
1263
-
-
-
0.007
LO-25
-
-
-
-
-
-
-
-
-
-
-
-
-
-
3484
-
-
-
0.012
LO-26
-
-
-
-
-
-
-
-
-
-
-
-
-
-
2830
-
-
-
0.010
QU-01
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
QU-02
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
QU-03
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
QU-04
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
WB-01
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
WB-02
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
WB-03
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
WB-04
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
Leon River Basin
Leon River Basin Existing Pipe Lengths & Inflow/Infiltration Calculations (Continued) SubBasin
4"
6"
8"
10"
12"
15"
16"
18"
20"
21"
24"
27"
30"
33"
36"
42"
48"
N/A
I/I
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(MGD)
WT-01
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
WT-02
-
-
6407
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.004
WT-03
-
-
2230
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.001
WT-04
-
63
1233
-
746
-
-
-
-
-
-
-
-
-
-
-
-
-
0.001
WT-05
-
-
1374
-
245
-
-
-
-
-
-
-
-
-
-
-
-
-
0.001
WT-06
-
-
1665
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.001
WT-07
-
-
3545
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.002
WT-08
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
WT-09
-
420
-
-
1299
-
-
-
-
-
-
-
-
-
-
-
-
-
0.001
WT-10
-
-
-
-
2394
-
-
-
-
-
-
-
-
-
-
-
-
-
0.002
WT-11
-
376
4464
516
18
-
-
-
-
-
-
-
-
-
-
-
-
-
0.004
WT-12
-
772
3477
-
775
-
-
-
-
-
-
-
-
-
-
-
-
-
0.003
WT-13
-
-
19
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.000
WT-14
-
-
57
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.000
WT-15
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
WT-16
-
-
7851
-
152
-
-
-
-
-
-
-
-
-
-
-
-
-
0.005
WT-17
-
-
5165
-
2555
-
-
-
-
-
-
-
-
-
-
-
-
-
0.006
WT-18
-
-
2180
-
1035
-
-
-
-
-
-
-
-
-
-
-
-
-
0.002
WT-19
-
-
6167
1525
1061
-
-
-
-
-
-
-
-
-
-
-
-
-
0.006
WT-20
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
WT-21
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
WT-22
-
-
1595
-
2483
323
-
-
-
-
-
-
-
-
-
-
-
-
0.003
WT-23
-
-
1017
-
-
1643
-
-
-
-
-
-
-
-
-
-
-
-
0.002
WT-24
-
-
4917
-
-
1017
-
-
-
-
-
-
-
-
-
-
-
-
0.004
WT-25
-
-
9092
-
-
1589
-
-
-
-
-
-
-
-
-
-
-
-
0.008
WT-26
-
2528
274
-
-
843
-
-
-
-
-
-
-
-
-
-
-
-
0.002
WT-27
-
309
1699
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.001
WT-28
-
782
9796
-
-
1522
-
-
-
-
-
-
-
-
-
-
-
-
0.008
Basin
0
5,249
74,224
2,042
12,764
6,936
0
0
0
0
0
0
0
0
2,830
0
0
0
0.172
* Conduit Size and Length Determined Best Information Availiable including, City of Temple GIS and Record Drawings
Leon River Basin
Leon River Basin Proposed Pipe Lengths & Inflow/Infiltration Calculations SubBasin
4"
6"
8"
10"
12"
15"
16"
18"
20"
21"
24"
27"
30"
33"
36"
42"
48"
N/A
I/I
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(MGD)
LO-01
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
LO-02
-
-
2057
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.001
LO-03
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
LO-04
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
LO-05
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
LO-06
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
LO-07
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
LO-08
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
LO-09
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
LO-10
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
LO-11
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
LO-12
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
LO-13
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
LO-14
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
LO-15
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
LO-16
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
LO-17
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
LO-18
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
LO-19
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
LO-20
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
LO-21
-
-
-
-
-
-
-
-
-
-
-
-
1978
-
-
-
-
-
0.006
LO-22
-
-
-
-
-
-
-
-
-
-
-
-
4500
-
-
-
-
-
0.013
LO-23
-
-
-
-
-
-
-
-
-
-
-
-
2175
-
-
-
-
-
0.006
LO-24
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
LO-25
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
LO-26
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
QU-01
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
QU-02
-
-
2291
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.002
QU-03
-
-
1314
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.001
QU-04
-
-
-
1236
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.001
WB-01
-
-
-
-
3559
-
-
-
-
-
-
-
-
-
-
-
-
-
0.003
WB-02
-
-
-
-
4359
-
-
-
-
-
-
-
-
-
-
-
-
-
0.004
WB-03
-
-
-
-
5613
-
-
-
-
-
-
-
-
-
-
-
-
-
0.005
WB-04
-
-
-
-
2900
-
-
-
-
-
-
-
-
-
-
-
-
-
0.002
Leon River Basin
Leon River Basin Proposed Pipe Lengths & Inflow/Infiltration Calculations (Continued) SubBasin
4"
6"
8"
10"
12"
15"
16"
18"
20"
21"
24"
27"
30"
33"
36"
42"
48"
N/A
I/I
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(MGD)
WT-01
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WT-02
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WT-03
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WT-04
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WT-05
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WT-06
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WT-07
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WT-08
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WT-09
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WT-10
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WT-11
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WT-12
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WT-13
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WT-14
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WT-15
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WT-16
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WT-17
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WT-18
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WT-19
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WT-20
-
-
1069
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.001
WT-21
-
-
3360
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.002
WT-22
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WT-23
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WT-24
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WT-25
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WT-26
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WT-27
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WT-28
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
Basin
0
0
8,034
1,236
16,431
0
0
0
0
0
0
0
0
0
0
0
0
0
0.046
Leon River Basin
Leon River Basin Sub-Basin Flow Calculations SubBasin
Area (Ac)
LR
MR
IN
N/A
Average Flow (gal/day/ac)
Peak Flow (gal/day/ac)
Qavg (MGD)
Qpeak (MGD)
I/I (MGD)
Qtotal (MGD)
LO-01
53.5
23.3%
-
-
0.1%
64.7%
-
11.8%
437
1043
0.02
0.06
0.000
0.06
LO-02
264.3
0.6%
26.4%
-
LO-03
59.8
57.0%
0.5%
-
23.0%
19.5%
-
30.5%
502
1405
0.13
0.37
0.003
0.37
-
37.1%
-
5.4%
466
1353
0.03
0.08
0.000
0.08
LO-04
27.5
-
11.9%
LO-05
46.4
97.3%
0.8%
-
-
80.7%
-
7.4%
522
1222
0.01
0.03
0.002
0.04
-
-
-
-
1.9%
478
1672
0.02
0.08
0.000
0.08
LO-06
96.8
-
LO-07
41.4
96.6%
82.4%
-
-
17.5%
-
0.1%
912
3060
0.09
0.30
0.008
0.30
0.3%
-
-
-
-
3.1%
470
1643
0.02
0.07
0.000
0.07
LO-08
87.9
LO-09
148.1
-
99.5%
-
-
-
-
0.5%
995
3482
0.09
0.31
0.005
0.31
-
94.5%
-
-
5.5%
-
0.0%
972
3362
0.14
0.50
0.003
0.50
LO-10 LO-11
59.8
-
68.5%
-
-
7.9%
-
23.6%
724
2476
0.04
0.15
0.007
0.15
117.7
-
53.7%
-
24.9%
0.3%
-
21.1%
688
2182
0.08
0.26
0.002
LO-12
0.26
197.0
-
82.3%
-
2.8%
0.7%
-
14.1%
844
2923
0.17
0.58
0.008
0.58
LO-13
104.7
-
41.4%
-
48.8%
-
-
9.8%
706
2034
0.07
0.21
0.004
0.22
LO-14
85.1
-
80.2%
-
10.7%
-
-
9.1%
866
2937
0.07
0.25
0.003
0.25
LO-15
81.9
-
78.0%
-
18.6%
-
-
3.5%
891
2951
0.07
0.24
0.007
0.25
LO-16
139.8
-
99.6%
-
0.1%
-
-
0.4%
996
3486
0.14
0.49
0.007
0.49
LO-17
31.5
-
66.9%
-
-
16.4%
-
16.7%
751
2504
0.02
0.08
0.002
0.08
LO-18
59.9
-
82.5%
-
-
0.1%
-
17.3%
826
2890
0.05
0.17
0.005
0.18
Land Use Percentage HR CF CO
LO-19
38.5
-
76.3%
-
-
-
-
23.7%
763
2672
0.03
0.10
0.005
0.11
LO-20
123.7
27.3%
70.4%
-
-
-
-
2.2%
836
2927
0.10
0.36
0.004
0.37
LO-21
117.6
99.3%
0.0%
-
-
-
-
0.7%
480
1679
0.06
0.20
0.006
0.20
LO-22
167.6
100.0%
-
-
-
-
-
0.0%
483
1690
0.08
0.28
0.013
0.30
LO-23
97.2
100.0%
-
-
0.0%
-
-
0.0%
483
1690
0.05
0.16
0.006
0.17
LO-24
87.9
30.4%
42.5%
-
14.5%
-
-
12.7%
658
2173
0.06
0.19
0.007
0.20
LO-25
255.4
39.4%
-
-
0.3%
33.4%
-
26.8%
360
1005
0.09
0.26
0.012
0.27
LO-26
278.3
43.6%
-
-
-
47.9%
-
8.5%
450
1216
0.13
0.34
0.010
0.35
QU-01
48.0
-
15.6%
-
-
75.8%
-
8.6%
535
1305
0.03
0.06
0.000
0.06
QU-02
82.2
-
16.0%
-
-
75.5%
-
8.5%
537
1314
0.04
0.11
0.002
0.11
QU-03
115.0
0.4%
56.3%
-
-
39.5%
-
3.8%
762
2372
0.09
0.27
0.001
0.27
QU-04
109.3
47.9%
11.3%
-
-
38.5%
-
2.3%
537
1590
0.06
0.17
0.001
0.17
Leon River Basin
Leon River Basin Sub-Basin Flow Calculations (Continued) SubBasin WB-01 WB-02 WB-03 WB-04 WT-01 WT-02 WT-03 WT-04 WT-05 WT-06 WT-07 WT-08 WT-09 WT-10 WT-11 WT-12 WT-13 WT-14 WT-15 WT-16 WT-17 WT-18 WT-19 WT-20 WT-21 WT-22 WT-23 WT-24 WT-25 WT-26 WT-27 WT-28
Area (Ac) 77.8 165.4 162.1 42.7 849.0 59.7 19.7 43.4 41.5 50.5 28.3 199.0 50.8 112.6 55.1 42.6 76.5 25.8 90.7 49.4 50.8 23.1 52.0 91.1 131.3 88.4 69.9 49.6 66.4 21.7 15.7 71.9 LRMRHRCFCOINN/A-
LR
MR
Land Use Percentage HR CF CO
IN
N/A
Average Flow (gal/day/ac)
Peak Flow (gal/day/ac)
Qavg (MGD)
Qpeak (MGD)
I/I (MGD)
Qtotal (MGD)
7.0% 47.7% 39.4% 5.9% 708 2182 0.06 0.17 0.003 0.17 88.1% 10.1% 1.8% 476 1590 0.08 0.26 0.004 0.27 100.0% 0.0% 483 1690 0.08 0.27 0.005 0.28 100.0% 483 1691 0.02 0.07 0.002 0.07 83.0% 0.2% 5.8% 11.0% 431 1464 0.37 1.24 0.000 1.24 99.3% 0.7% 480 1678 0.03 0.10 0.004 0.10 94.7% 0.0% 5.3% 458 1602 0.01 0.03 0.001 0.03 53.7% 1.1% 38.3% 6.9% 462 1329 0.02 0.06 0.001 0.06 23.8% 16.7% 48.1% 11.4% 522 1468 0.02 0.06 0.001 0.06 50.5% 37.1% 8.4% 4.0% 657 2237 0.03 0.11 0.001 0.11 22.6% 7.5% 50.1% 19.8% 435 1146 0.01 0.03 0.002 0.03 78.7% 5.7% 2.1% 13.5% 832 2845 0.17 0.57 0.000 0.57 0.1% 56.7% 23.5% 4.1% 15.7% 728 2307 0.04 0.12 0.001 0.12 70.3% 4.0% 9.5% 16.3% 774 2602 0.09 0.29 0.002 0.29 94.8% 5.2% 948 3316 0.05 0.18 0.004 0.19 95.2% 4.8% 952 3330 0.04 0.14 0.003 0.15 98.5% 1.5% 985 3448 0.08 0.26 0.000 0.26 100.0% 1000 3500 0.03 0.09 0.000 0.09 97.3% 2.7% 973 3405 0.09 0.31 0.000 0.31 99.8% 0.2% 0.1% 999 3494 0.05 0.17 0.005 0.18 97.5% 0.0% 2.5% 975 3411 0.05 0.17 0.006 0.18 83.3% 0.0% 16.7% 833 2915 0.02 0.07 0.002 0.07 76.9% 1.2% 21.9% 775 2703 0.04 0.14 0.006 0.15 3.6% 89.4% 6.9% 484 1022 0.04 0.09 0.001 0.09 13.3% 83.2% 3.5% 549 1297 0.07 0.17 0.002 0.17 0.1% 78.6% 21.3% 394 789 0.03 0.07 0.003 0.07 59.3% 0.3% 25.5% 14.9% 722 2333 0.05 0.16 0.002 0.17 45.4% 18.8% 19.3% 16.6% 663 2006 0.03 0.10 0.004 0.10 83.9% 10.4% 0.3% 5.4% 903 3064 0.06 0.20 0.008 0.21 71.7% 11.2% 17.1% 784 2644 0.02 0.06 0.002 0.06 78.9% 0.0% 21.1% 789 2761 0.01 0.04 0.001 0.04 76.0% 6.7% 17.3% 800 2740 0.06 0.20 0.008 0.21 Light Density Residential = Agricultural (AR) & Estate Residential (ER) Medium Density Residential = Auto Urban Residential (AUR), Neighborhood Conservation (NC) & Suburban Residential (SUR) High Density Residential = Auto Urban Multi-Family (AUMF) Community Facilties = Public Institution (PI) & Park (PK) Commercial = Auto Urban Commercial (AUC), Auto-Urban Mixed Use (AUMU), Suburban Commercial (SUC), Temple Medical and Educational District (TMED) & Urban Commercial (UC) Industrial = Business Park (BP) & Industrial (I) Areas Not Identified in the City of Temple Future Land Use Map (typ. Roadway ROW)
Leon River Basin
Appendix I Wastewater Basin Design Flow Calculations Little River Basin
Little River Basin Future Land Use SubBasin
Area
AR
AUC
AUR
BP
ER
I
NC
PI
PK
SUC
SUR
TMED
UC
N/A
LR
MR
HR
CF
CO
IN
(ac)
(ac)
(ac)
AUMF AUMU (ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
%
%
%
%
%
%
N/A %
HB-01
56
-
-
-
-
-
-
9
-
-
-
-
3
32
-
-
12
16%
58%
-
-
5%
-
21%
LR-01
166
65
-
-
-
-
-
75
-
-
-
-
12
9
-
-
6
84%
5%
-
-
7%
-
4%
LR-02
354
353
-
-
-
-
-
1
-
-
-
-
-
-
-
-
0
100%
-
-
-
-
-
0%
LR-03
249
108
-
-
-
-
-
16
-
-
0
-
56
60
-
-
10
50%
24%
-
0%
22%
-
4%
LR-04
262
262
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0
100%
-
-
-
-
-
0%
LR-05
309
286
-
-
-
-
-
-
-
-
-
-
23
-
-
-
-
93%
-
-
-
7%
-
-
LR-06
146
146
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
100%
-
-
-
-
-
-
LR-07
113
113
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0
100%
-
-
-
-
-
0%
LR-08
860
860
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0
100%
-
-
-
-
-
0%
Basin
2,517
2194
-
-
-
-
-
100
-
-
0
-
93
100
-
-
28
91.2%
4.0%
0.0%
0.0%
3.7%
0.0%
1.1%
LR- Light Density Residential = Agricultural (AR) & Estate Residential (ER) MR- Medium Density Residential = Auto Urban Residential (AUR), Neighborhood Conservation (NC) & Suburban Residential (SUR) HR- High Density Residential = Auto Urban Multi-Family (AUMF) CF- Community Facilties = Public Institution (PI) & Park (PK) CO- Commercial = Auto Urban Commercial (AUC), Auto-Urban Mixed Use (AUMU), Suburban Commercial (SUC), Temple Medical and Educational District (TMED) & Urban Commercial (UC) IN- Industrial = Business Park (BP) & Industrial (I) N/A- Areas Not Identified in the City of Temple Future Land Use Map (typ. Roadway ROW)
Little River Basin
Little River Basin Existing Pipe Lengths & Inflow/Infiltration Calculations SubBasin
4"
6"
8"
10"
12"
15"
16"
18"
20"
21"
24"
27"
30"
33"
36"
42"
48"
N/A
I/I
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(MGD)
HB-01
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
LR-01
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
LR-02
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
LR-03
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
LR-04
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
LR-05
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
LR-06
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
LR-07
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
LR-08
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
Basin
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.000
* Conduit Size and Length Determined Best Information Availiable including, City of Temple GIS and Record Drawings
Little River Basin
Little River Basin Proposed Pipe Lengths & Inflow/Infiltration Calculations SubBasin
4"
6"
8"
10"
12"
15"
16"
18"
20"
21"
24"
27"
30"
33"
36"
42"
48"
N/A
I/I
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(MGD)
HB-01
-
-
1426
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.001
LR-01
-
-
2784
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.002
LR-02
-
-
-
2402
4048
-
-
-
-
-
-
-
-
-
-
-
-
-
0.005
LR-03
-
-
3528
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.002
LR-04
-
-
-
2123
3185
-
-
-
-
-
-
-
-
-
-
-
-
-
0.004
LR-05
-
-
4853
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.003
LR-06
-
-
-
-
-
-
-
3367
-
-
-
-
-
-
-
-
-
-
0.004
LR-07
-
-
-
-
-
1362
-
-
-
-
-
-
-
-
-
-
-
-
0.001
LR-08
-
-
-
-
-
-
-
-
-
-
2631
-
-
-
-
-
-
-
0.005
Basin
0
0
12,591
4,525
7,233
1,362
0
3,367
0
0
2,631
0
0
0
0
0
0
0
0.028
Little River Basin
Little River Basin Sub-Basin Flow Calculations SubBasin
Area
Average Flow
Peak Flow
Qavg
Qpeak
I/I
Qtotal
(Ac)
LR
MR
HR
Land Use Percentage CF
CO
IN
N/A
(gal/day/ac)
(gal/day/ac)
(MGD)
(MGD)
(MGD)
(MGD)
HB-01
55.7
15.7%
57.8%
-
-
5.1%
-
21.5%
679
2337
0.04
0.13
0.001
0.13
LR-01
166.2
84.3%
5.2%
-
-
7.0%
-
3.5%
494
1675
0.08
0.28
0.002
0.28
LR-02
354.3
100.0%
-
-
-
-
-
0.0%
483
1690
0.17
0.60
0.005
0.60
LR-03
249.3
49.6%
23.9%
-
0.0%
22.3%
-
4.1%
590
1898
0.15
0.47
0.002
0.48
LR-04
262.5
100.0%
-
-
-
-
-
0.0%
483
1690
0.13
0.44
0.004
0.45
LR-05
308.7
92.6%
-
-
-
7.4%
-
-
484
1639
0.15
0.51
0.003
0.51
LR-06
146.4
100.0%
-
-
-
-
-
-
483
1691
0.07
0.25
0.004
0.25
LR-07
113.4
100.0%
-
-
-
-
-
0.0%
483
1690
0.05
0.19
0.001
0.19
LR-08
860.0
100.0%
-
-
-
-
-
0.0%
483
1690
0.42
1.45
0.005
1.46
LR- Light Density Residential = Agricultural (AR) & Estate Residential (ER) MR- Medium Density Residential = Auto Urban Residential (AUR), Neighborhood Conservation (NC) & Suburban Residential (SUR) HR- High Density Residential = Auto Urban Multi-Family (AUMF) CF- Community Facilties = Public Institution (PI) & Park (PK) CO- Commercial = Auto Urban Commercial (AUC), Auto-Urban Mixed Use (AUMU), Suburban Commercial (SUC), Temple Medical and Educational District (TMED) & Urban Commercial (UC) IN- Industrial = Business Park (BP) & Industrial (I) N/A- Areas Not Identified in the City of Temple Future Land Use Map (typ. Roadway ROW)
Little River Basin
Appendix I Wastewater Basin Design Flow Calculations Pepper Creek Basin
Pepper Creek Basin Future Land Use SubBasin
Total
AR
AUC
AUR
BP
ER
I
NC
PI
PK
SUC
SUR
TMED
UC
N/A
LR
MR
HR
CF
CO
IN
(ac)
(ac)
(ac)
AUMF AUMU (ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
%
%
%
%
%
%
N/A %
EA-01
693
13
-
-
-
-
603
-
-
-
-
-
73
-
-
-
4
2%
-
-
-
11%
87%
1%
EA-02
1,060
122
-
-
-
-
330
-
-
-
599
-
-
-
-
-
9
11%
-
-
57%
-
31%
1%
EA-03
438
-
-
-
-
-
423
-
-
-
-
1
-
-
-
-
15
-
-
-
0%
-
96%
3%
EA-04
174
1
-
-
-
-
45
-
-
-
79
-
39
-
-
-
10
0%
-
-
45%
23%
26%
6%
EA-05
138
-
-
-
-
-
71
-
-
-
-
12
41
-
-
-
15
-
-
-
9%
30%
51%
11%
EA-06
91
-
-
-
-
-
2
-
-
-
-
1
79
-
-
-
9
-
-
-
1%
86%
3%
10%
H-01
258
16
-
-
-
-
-
-
102
-
-
-
132
-
-
-
7
6%
-
-
-
51%
40%
3%
H-02
189
-
-
-
-
-
3
-
181
-
-
-
2
-
-
-
3
-
-
-
-
1%
97%
2%
H-03
163
-
-
-
-
-
-
-
161
-
-
-
-
-
-
-
2
-
-
-
-
-
99%
1%
H-04
218
-
-
-
-
-
184
-
29
-
-
-
-
-
-
-
5
-
-
-
-
-
98%
2%
PC-01
246
-
-
-
-
-
-
-
241
-
-
-
-
-
-
-
5
-
-
-
-
-
98%
2%
PC-02
114
-
-
-
-
-
-
-
110
-
-
-
-
-
-
-
4
-
-
-
-
-
96%
4%
PC-03
156
-
-
-
-
-
-
-
152
-
-
-
-
-
-
-
4
-
-
-
-
-
97%
3%
PC-04
224
-
-
-
-
-
-
-
189
-
-
-
-
-
-
-
34
-
-
-
-
-
85%
15%
PC-05
64
-
-
-
-
-
39
-
22
-
-
-
-
-
-
-
2
-
-
-
-
-
96%
4%
PC-06
256
-
-
-
-
-
49
-
82
-
-
-
84
-
-
-
41
-
-
-
-
33%
51%
16%
PC-07
73
-
-
-
-
-
65
-
-
-
-
-
0
-
-
-
8
-
-
-
-
0%
89%
11%
PC-08
369
-
-
-
-
-
327
-
-
-
-
-
17
-
-
-
25
-
-
-
-
5%
89%
7%
PC-09
371
-
-
-
-
-
347
-
12
-
-
0
2
-
-
-
9
-
-
-
0%
1%
97%
2%
PC-10
233
-
-
-
-
-
155
-
-
-
-
-
52
-
-
-
26
-
-
-
-
22%
66%
11%
PC-11
183
-
-
-
-
-
157
-
-
-
-
-
-
-
-
-
26
-
-
-
-
-
86%
14%
PC-12
266
-
-
-
-
-
208
-
-
-
-
-
41
-
-
-
17
-
-
-
-
15%
78%
6%
PC-13
74
-
-
-
-
-
57
-
-
-
-
11
-
-
-
-
6
-
-
-
14%
-
77%
8%
PC-14
166
-
-
-
-
-
98
-
-
-
-
30
26
12
-
-
0
-
7%
-
18%
16%
59%
0%
PC-15
187
-
-
-
-
-
141
-
-
-
-
45
-
0
-
-
1
-
0%
-
24%
-
75%
1%
PC-16
101
-
0
19
-
30
11
-
-
-
-
0
25
-
-
-
16
-
29%
19%
0%
25%
11%
16%
PC-17
84
-
8
14
-
-
-
-
-
-
-
29
18
6
-
-
10
-
7%
17%
34%
30%
-
12%
PC-18
194
-
-
0
-
-
-
-
-
32
-
-
103
-
-
-
59
-
17%
0%
-
53%
-
30%
PC-19
246
-
-
0
-
46
89
-
-
-
-
19
28
-
-
-
64
-
19%
0%
8%
11%
36%
26%
PC-20
145
-
-
0
-
-
-
-
-
-
-
38
26
57
-
-
25
-
39%
0%
26%
18%
-
17%
PC-21
195
-
6
6
-
101
-
-
-
21
34
2
0
-
-
-
23
-
63%
3%
19%
3%
-
12%
PC-22
211
-
37
35
-
15
-
-
-
64
4
5
0
14
-
-
37
-
44%
16%
4%
18%
-
18%
PC-23
319
-
-
19
-
-
-
-
-
176
-
4
41
4
-
-
77
-
56%
6%
1%
13%
-
24%
PC-24
174
-
-
-
-
44
7
-
-
-
0
7
52
38
-
-
26
-
47%
-
4%
30%
4%
15%
Pepper Creek Basin
Pepper Creek Basin Future Land Use (Continued) SubBasin
Total
AR
AUC
AUR
BP
ER
I
NC
PI
PK
SUC
SUR
TMED
UC
N/A
LR
MR
HR
CF
CO
IN
(ac)
(ac)
(ac)
AUMF AUMU (ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
%
%
%
%
%
%
N/A %
PC-25
263
-
22
-
-
10
-
-
-
-
-
0
26
198
-
-
6
-
79%
-
0%
18%
-
2%
PC-26
107
-
-
-
-
77
-
-
-
-
-
-
-
16
-
-
15
-
86%
-
-
-
-
14%
PC-27
103
-
-
-
-
31
-
-
-
-
-
8
31
19
-
-
14
-
49%
-
8%
30%
-
14%
PC-28
126
-
-
-
-
-
-
-
-
-
-
-
39
79
-
-
8
-
63%
-
-
31%
-
6%
PC-29
102
-
-
-
-
-
-
-
-
-
-
1
-
99
-
-
2
-
97%
-
1%
-
-
2%
PC-30
258
-
-
-
-
-
-
-
-
-
-
146
5
97
-
-
10
-
38%
-
57%
2%
-
4%
PC-31
187
-
-
-
-
-
-
-
-
-
-
0
-
181
-
-
6
-
97%
-
0%
-
-
3%
PC-32
165
-
18
-
-
-
-
-
12
-
-
-
-
126
-
-
9
-
76%
-
-
11%
7%
6%
PC-33
104
-
-
-
-
-
-
-
-
-
-
-
32
71
-
-
1
-
68%
-
-
31%
-
1%
PC-34
145
-
-
-
-
-
-
-
-
-
-
-
3
141
-
-
0
-
98%
-
-
2%
-
0%
PC-35
132
7
-
-
-
-
-
-
-
-
-
-
-
124
-
-
0
5%
95%
-
-
-
-
0%
PC-36
70
-
-
-
-
0
-
-
-
-
-
-
39
29
-
-
2
-
42%
-
-
55%
-
3%
PC-37
167
-
-
-
-
0
-
-
-
-
-
-
85
71
-
-
11
-
42%
-
-
51%
-
7%
PC-38
95
36
-
-
-
-
-
0
-
-
-
-
28
28
-
-
3
38%
29%
-
-
29%
-
3%
PC-39
101
6
-
-
-
-
-
-
-
-
-
-
41
52
-
-
1
6%
52%
-
-
41%
-
1%
PC-40
225
163
-
-
-
-
-
0
-
-
-
-
62
0
-
-
0
72%
0%
-
-
28%
-
0%
PC-41
167
94
-
-
-
-
-
2
-
-
-
1
71
-
-
-
-
57%
-
-
0%
42%
-
-
PC-42
50
2
39
-
-
-
-
-
-
-
-
-
-
4
-
-
5
3%
8%
-
-
77%
-
11%
PC-43
55
-
19
-
-
-
-
-
8
-
-
-
-
0
-
-
28
-
1%
-
-
34%
15%
50%
PC-44
252
19
79
-
-
-
-
0
-
0
31
0
40
21
-
-
63
7%
8%
-
12%
47%
-
25%
PC-45
140
-
9
9
-
-
-
119
-
-
-
-
-
-
-
-
3
85%
-
6%
-
7%
-
2%
PC-46
122
0
-
-
-
-
-
121
-
-
-
-
-
-
-
-
0
100%
-
-
-
-
-
0%
PC-47
398
153
76
-
-
-
-
-
-
-
-
-
112
9
-
-
48
39%
2%
-
-
47%
-
12%
PC-48
377
-
37
-
-
-
-
254
-
-
-
1
58
-
-
-
26
67%
-
-
0%
25%
-
7%
PC-48
119
34
-
-
-
-
-
84
-
-
-
-
-
-
-
-
2
99%
-
-
-
-
-
1%
Pepper Creek Basin
Pepper Creek Basin Future Land Use (Continued) SubBasin
Total
AR
AUC
AUR
BP
ER
I
NC
PI
PK
SUC
SUR
TMED
UC
N/A
LR
MR
HR
CF
CO
IN
(ac)
(ac)
(ac)
AUMF AUMU (ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
%
%
%
%
%
%
N/A %
WA-01
166
-
-
-
-
-
-
-
-
-
156
-
-
-
-
-
10
-
-
-
94%
-
-
6%
WA-02
47
44
-
-
-
-
-
-
-
-
-
-
-
-
-
-
3
93%
-
-
-
-
-
7%
WA-03
197
187
-
-
-
-
-
-
-
-
-
-
-
-
-
-
11
95%
-
-
-
-
-
5%
WA-04
100
99
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0
100%
-
-
-
-
-
0%
WA-05
87
85
-
-
-
-
-
-
-
-
-
-
-
-
-
-
2
98%
-
-
-
-
-
2%
WA-06
137
107
-
-
-
-
-
-
-
-
21
-
-
0
-
-
8
78%
0%
-
15%
-
-
6%
WA-07
191
-
-
-
-
-
0
-
-
-
-
95
17
75
-
-
5
-
39%
-
50%
9%
0%
2%
WA-08
136
-
-
-
-
-
0
-
-
-
31
-
88
11
-
-
5
-
8%
-
23%
65%
0%
4%
WF-01
72
70
-
-
-
-
-
-
-
-
-
-
-
-
-
-
2
98%
-
-
-
-
-
2%
WF-02
270
0
-
0
-
14
-
-
-
-
16
-
4
222
-
-
14
0%
87%
0%
6%
1%
-
5%
WF-03
172
-
0
6
-
43
-
-
-
-
-
0
85
14
-
-
25
-
33%
3%
0%
50%
-
14%
Basin
13,682
1258
349
108
-
411
3413
580
1303
293
971
455
1748
1820
-
-
974
13.4% 18.4%
0.8%
10.4% 15.3% 34.5%
7.1%
LR- Light Density Residential = Agricultural (AR) & Estate Residential (ER) MR- Medium Density Residential = Auto Urban Residential (AUR), Neighborhood Conservation (NC) & Suburban Residential (SUR) HR- High Density Residential = Auto Urban Multi-Family (AUMF) CF- Community Facilties = Public Institution (PI) & Park (PK) CO- Commercial = Auto Urban Commercial (AUC), Auto-Urban Mixed Use (AUMU), Suburban Commercial (SUC), Temple Medical and Educational District (TMED) & Urban Commercial (UC) IN- Industrial = Business Park (BP) & Industrial (I) N/A- Areas Not Identified in the City of Temple Future Land Use Map (typ. Roadway ROW)
Pepper Creek Basin
Pepper Creek Creek Basin Existing Pipe Lengths & Inflow/Infiltration Calculations SubBasin
4"
6"
8"
10"
12"
15"
16"
18"
20"
21"
24"
27"
30"
33"
36"
42"
48"
N/A
I/I
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(MGD)
EA-01
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
EA-02
-
-
2
-
-
316
-
-
-
-
-
-
-
-
-
-
-
-
0.000
EA-03
-
-
3616
-
-
0
-
-
-
-
-
-
-
-
-
-
-
-
0.002
EA-04
-
-
2953
-
-
1066
-
2243
-
-
-
-
-
-
-
-
-
-
0.006
EA-05
-
-
-
-
-
-
-
650
-
0
-
-
-
-
-
-
-
-
0.001
EA-06
-
-
-
-
-
-
-
1452
-
0
-
-
-
-
-
-
-
-
0.002
H-01
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
H-02
-
-
41
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.000
H-03
-
-
500
2296
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.002
H-04
-
-
-
2339
1976
237
-
-
-
-
-
-
-
-
-
-
-
-
0.004
PC-01
-
-
4985
-
-
3
-
-
-
-
-
-
-
-
-
-
-
-
0.003
PC-02
-
-
1291
468
514
604
-
-
-
-
-
-
-
-
-
-
-
-
0.002
PC-03
-
-
15
-
-
4078
-
-
-
-
-
-
-
-
-
-
-
-
0.004
PC-04
-
-
4273
3898
414
-
-
-
-
-
-
-
-
-
-
-
-
-
0.006
PC-05
-
-
-
-
-
2232
-
-
-
-
-
-
-
-
-
-
-
-
0.002
PC-06
-
-
47
1171
2611
1488
-
-
-
-
-
-
-
-
-
-
-
-
0.005
PC-07
-
-
1652
-
-
2300
-
-
-
-
-
-
-
-
-
-
-
-
0.003
PC-08
-
-
-
-
-
2793
-
1127
-
-
-
-
-
-
-
-
-
-
0.004
PC-09
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
PC-10
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
PC-11
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
PC-12
-
-
-
-
-
-
-
2114
-
1167
-
-
-
-
-
-
-
-
0.004
PC-13
-
-
-
175
-
-
-
-
-
1907
-
-
-
-
-
-
-
-
0.003
PC-14
-
-
6668
-
496
1333
-
-
-
-
-
-
-
-
-
-
-
-
0.006
PC-15
-
-
580
-
-
-
-
1
-
0
-
-
3969
-
-
-
-
-
0.012
PC-16
-
6794
5359
-
-
53
9
-
-
-
-
-
-
-
-
-
-
-
0.007
PC-17
-
74
2263
-
-
2191
398
-
-
-
-
-
-
-
-
-
-
-
0.004
PC-18
-
3889
6072
18
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.006
PC-19
-
6179
7186
263
1876
-
-
-
-
-
-
-
-
-
-
-
-
-
0.010
PC-20
-
2718
1760
85
1125
2719
-
108
-
-
-
-
-
-
-
-
-
-
0.006
Pepper Creek Basin
Pepper Creek Creek Basin Existing Pipe Lengths & Inflow/Infiltration Calculations (Continued) SubBasin
4"
6"
8"
10"
12"
15"
16"
18"
20"
21"
24"
27"
30"
33"
36"
42"
48"
N/A
I/I
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(MGD)
PC-21
-
8423
10726
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.012
PC-22
-
11595
2726
3701
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.011
PC-23
-
32803
6291
0
4231
-
-
-
-
-
-
-
-
-
-
-
-
-
0.026
PC-24
-
4596
6046
3833
-
541
-
3826
-
3
441
-
1032
-
-
-
-
-
0.019
PC-25
-
-
654
-
-
712
-
161
-
1791
2198
-
-
-
-
-
-
-
0.008
PC-26
-
1360
11358
1762
-
-
-
-
-
-
-
-
-
-
-
-
-
118
0.010
PC-27
-
405
11190
3286
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.010
PC-28
-
-
3649
4094
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.006
PC-29
-
-
1758
0
1549
988
-
-
-
-
0
-
-
-
-
-
-
-
0.003
PC-30
-
9181
2589
-
-
6
-
2384
-
644
4567
78
-
-
-
-
-
-
0.020
PC-31
-
-
545
-
-
-
-
-
-
-
-
2530
4
-
-
-
-
-
0.007
PC-32
-
-
-
-
-
-
-
-
-
-
-
-
2838
-
-
-
-
-
0.008
PC-33
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
PC-34
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
PC-35
-
-
-
-
-
-
-
2104
-
-
-
-
0
-
-
-
-
-
0.003
PC-36
-
-
103
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.000
PC-37
-
-
6494
71
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.004
PC-38
-
463
1098
1057
-
1801
-
0
-
-
-
-
-
-
-
-
-
3341
0.003
PC-39
-
-
151
-
-
155
-
2626
-
-
-
-
-
-
-
-
-
-
0.003
PC-40
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
PC-41
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
PC-42
-
-
979
-
-
-
-
-
-
-
-
-
1333
-
-
-
-
-
0.004
PC-43
-
261
3258
-
-
-
-
-
-
-
-
-
397
-
-
-
-
-
0.003
PC-44
-
5657
8968
-
-
-
-
-
-
-
-
-
1927
-
-
-
-
-
0.015
PC-45
-
-
-
-
-
-
-
-
-
-
-
-
2932
-
-
-
-
-
0.008
PC-46
-
-
-
-
-
-
-
-
-
-
-
-
2581
-
-
-
-
-
0.007
PC-47
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
PC-48
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
PC-49
-
-
-
-
-
-
-
-
-
-
-
-
522
-
2849
-
-
-
0.011
Pepper Creek Basin
Pepper Creek Creek Basin Existing Pipe Lengths & Inflow/Infiltration Calculations (Continued) SubBasin
4"
6"
8"
10"
12"
15"
16"
18"
20"
21"
24"
27"
30"
33"
36"
42"
48"
N/A
I/I
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(MGD)
WA-01
-
1157
8973
138
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.007
WA-02
-
-
1848
1391
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.002
WA-03
-
-
7541
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.005
WA-04
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
WA-05
-
-
9590
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.006
WA-06
-
237
2091
3799
8
-
-
-
-
-
-
-
-
-
-
-
-
-
0.004
WA-07
-
-
2700
-
3913
-
-
-
-
-
-
-
-
-
-
-
-
-
0.005
WA-08
-
397
-
11
78
1851
-
1605
-
-
-
-
-
-
-
-
-
-
0.004
WF-01
-
233
4554
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.003
WF-02
-
643
6698
3260
811
-
-
-
-
-
-
-
-
-
-
-
-
-
0.008
WF-03
152
4930
6196
1488
3691
-
-
-
-
-
-
-
-
-
-
-
-
-
0.011
Basin
152
101,995
178,034
38,603
23,294
27,467
407
20,399
0
5,513
7,206
2,609
17,534
0
2,849
0
0
3,460
0.365
* Conduit Size and Length Determined Best Information Availiable including, City of Temple GIS and Record Drawings
Pepper Creek Basin
Pepper Creek Creek Basin Proposed Pipe Lengths & Inflow/Infiltration Calculations SubBasin
4"
6"
8"
10"
12"
15"
16"
18"
20"
21"
24"
27"
30"
33"
36"
42"
48"
N/A
I/I
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(MGD)
EA-01
-
-
4114
-
1393
-
-
-
-
-
-
-
-
-
-
-
-
-
0.004
EA-02
-
-
-
-
1811
3131
-
-
-
-
-
-
-
-
-
-
-
-
0.005
EA-03
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
EA-04
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
EA-05
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
EA-06
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
H-01
-
-
2708
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.002
H-02
-
-
-
755
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.001
H-03
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
H-04
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
PC-01
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
PC-02
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
PC-03
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
PC-04
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
PC-05
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
PC-06
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
PC-07
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
PC-08
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
PC-09
-
-
2010
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.001
PC-10
-
-
-
2152
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.002
PC-11
-
-
-
-
5009
-
-
-
-
-
-
-
-
-
-
-
-
-
0.004
PC-12
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
PC-13
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
PC-14
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
PC-15
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
PC-16
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
PC-17
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
PC-18
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
PC-19
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
PC-20
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
Pepper Creek Basin
Pepper Creek Creek Basin Proposed Pipe Lengths & Inflow/Infiltration Calculations (Continued) SubBasin
4"
6"
8"
10"
12"
15"
16"
18"
20"
21"
24"
27"
30"
33"
36"
42"
48"
N/A
I/I
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(MGD)
PC-21
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
PC-22
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
PC-23
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
PC-24
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
PC-25
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
PC-26
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
PC-27
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
PC-28
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
PC-29
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
PC-30
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
PC-31
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
PC-32
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
PC-33
-
-
919
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.001
PC-34
-
-
2350
926
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.002
PC-35
-
-
-
2329
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.002
PC-36
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
PC-37
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
PC-38
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
PC-39
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
PC-40
-
-
1176
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.001
PC-41
-
-
4343
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.003
PC-42
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
PC-43
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
PC-44
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
PC-45
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
PC-46
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
PC-47
-
-
-
-
4092
-
-
-
-
-
-
-
-
-
-
-
-
-
0.003
PC-48
-
-
-
-
-
-
-
4788
-
-
-
-
-
-
-
-
-
-
0.006
PC-49
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
Pepper Creek Basin
Pepper Creek Creek Basin Proposed Pipe Lengths & Inflow/Infiltration Calculations (Continued) SubBasin
4"
6"
8"
10"
12"
15"
16"
18"
20"
21"
24"
27"
30"
33"
36"
42"
48"
N/A
I/I
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(MGD)
WA-01
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WA-02
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WA-03
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WA-04
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WA-05
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WA-06
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WA-07
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WA-08
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WF-01
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WF-02
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WF-03
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
Basin
0
0
17,619
6,162
12,305
3,131
0
4,788
0
0
0
0
0
0
0
0
0
0
0.036
* Conduit Size and Length Determined Best Information Availiable including, City of Temple GIS and Record Drawings
Pepper Creek Basin
Pepper Creek Basin Sub-Basin Flow Calculations SubBasin
Area
Average Flow
Peak Flow
Qavg
Qpeak
I/I
Qtotal
(Ac)
LR
MR
HR
Land Use Percentage CF
CO
IN
N/A
(gal/day/ac)
(gal/day/ac)
(MGD)
(MGD)
(MGD)
(MGD)
EA-01
693.1
1.9%
-
-
-
10.6%
87.0%
0.6%
584
1181
0.40
0.82
0.004
0.82
EA-02
1060.0
11.5%
-
-
56.5%
-
31.1%
0.9%
581
1246
0.62
1.32
0.005
1.33
EA-03
438.4
-
-
-
0.1%
-
96.5%
3.4%
580
1159
0.25
0.51
0.002
0.51
EA-04
174.4
0.4%
-
-
45.1%
22.6%
26.0%
5.9%
542
1086
0.09
0.19
0.006
0.20
EA-05
138.1
-
-
-
8.6%
29.6%
51.1%
10.7%
506
1013
0.07
0.14
0.001
0.14
EA-06
91.4
-
-
-
1.0%
86.0%
2.7%
10.3%
452
904
0.04
0.08
0.002
0.08
H-01
257.7
6.4%
-
-
-
51.3%
39.5%
2.8%
524
1095
0.14
0.28
0.002
0.28
H-02
189.1
-
-
-
-
1.2%
97.3%
1.5%
590
1179
0.11
0.22
0.001
0.22
H-03
163.5
-
-
-
-
-
98.7%
1.3%
592
1184
0.10
0.19
0.002
0.20
H-04
217.9
-
-
-
-
-
97.8%
2.2%
587
1174
0.13
0.26
0.004
0.26
PC-01
246.2
-
-
-
-
-
98.0%
2.0%
588
1176
0.14
0.29
0.003
0.29
PC-02
114.3
-
-
-
-
-
96.5%
3.5%
579
1158
0.07
0.13
0.002
0.13
PC-03
156.4
-
-
-
-
-
97.1%
2.9%
583
1166
0.09
0.18
0.004
0.19
PC-04
223.9
-
-
-
-
-
84.6%
15.4%
508
1015
0.11
0.23
0.006
0.23
PC-05
63.7
-
-
-
-
-
96.5%
3.5%
579
1158
0.04
0.07
0.002
0.08
PC-06
255.8
-
-
-
-
32.7%
51.3%
16.0%
471
942
0.12
0.24
0.005
0.25
PC-07
73.5
-
-
-
-
0.1%
88.9%
11.0%
534
1068
0.04
0.08
0.003
0.08
PC-08
369.1
-
-
-
-
4.7%
88.6%
6.8%
555
1109
0.20
0.41
0.004
0.41
PC-09
371.2
-
-
-
0.1%
0.5%
96.9%
2.4%
585
1170
0.22
0.43
0.001
0.44
PC-10
233.3
-
-
-
-
22.5%
66.5%
11.1%
511
1022
0.12
0.24
0.002
0.24
PC-11
183.3
-
-
-
-
-
85.8%
14.2%
515
1030
0.09
0.19
0.004
0.19
PC-12
265.8
-
-
-
-
15.5%
78.2%
6.4%
546
1093
0.15
0.29
0.004
0.29
PC-13
73.9
-
-
-
14.3%
-
77.2%
8.4%
549
1099
0.04
0.08
0.003
0.08
PC-14
166.3
-
7.3%
-
17.9%
15.6%
59.0%
0.2%
613
1335
0.10
0.22
0.006
0.23
PC-15
187.2
-
0.1%
-
23.8%
-
75.4%
0.7%
597
1195
0.11
0.22
0.012
0.24
PC-16
101.3
-
29.3%
18.8%
0.1%
24.8%
11.3%
15.8%
710
2198
0.07
0.22
0.007
0.23
PC-17
84.4
-
6.8%
17.0%
34.3%
30.3%
-
11.5%
630
1668
0.05
0.14
0.004
0.14
PC-18
193.8
-
16.5%
0.2%
-
53.1%
-
30.3%
432
1115
0.08
0.22
0.006
0.22
PC-19
245.7
-
18.6%
0.0%
7.9%
11.4%
36.2%
25.9%
508
1295
0.12
0.32
0.010
0.33
PC-20
145.5
-
39.4%
0.0%
26.1%
17.5%
-
16.9%
638
1868
0.09
0.27
0.006
0.28
PC-21
194.6
-
62.9%
3.0%
18.8%
3.3%
-
12.0%
794
2586
0.15
0.50
0.012
0.52
Pepper Creek Basin
Pepper Creek Basin Sub-Basin Flow Calculations (Continued) SubBasin
Area
Average Flow
Peak Flow
Qavg
Qpeak
I/I
Qtotal
(Ac)
LR
MR
HR
Land Use Percentage CF
CO
IN
N/A
(gal/day/ac)
(gal/day/ac)
(MGD)
(MGD)
(MGD)
(MGD)
PC-22
210.7
-
44.3%
16.4%
4.0%
17.7%
-
17.5%
753
2467
0.16
0.52
0.011
0.53
PC-23
319.4
-
56.2%
5.9%
1.1%
12.7%
-
24.0%
704
2357
0.22
0.75
0.026
0.78
PC-24
174.0
-
47.1%
-
4.0%
29.8%
4.2%
14.9%
669
2045
0.12
0.36
0.019
0.37
PC-25
262.8
-
79.2%
-
0.1%
18.3%
-
2.4%
884
2955
0.23
0.78
0.008
0.79
PC-26
107.4
-
86.4%
-
-
-
-
13.6%
864
3025
0.09
0.32
0.010
0.33
PC-27
103.4
-
48.6%
-
7.6%
30.3%
-
13.6%
683
2094
0.07
0.22
0.010
0.23
PC-28
126.2
-
62.6%
-
-
30.9%
-
6.5%
781
2501
0.10
0.32
0.006
0.32
PC-29
101.5
-
97.4%
-
0.5%
-
-
2.0%
977
3416
0.10
0.35
0.003
0.35
PC-30
257.9
-
31.5%
-
47.3%
1.6%
-
-
607
1685
0.16
0.43
0.020
0.45
PC-31
187.0
-
96.8%
-
0.1%
-
-
3.2%
968
3388
0.18
0.63
0.007
0.64
PC-32
164.9
-
76.2%
-
-
10.9%
7.3%
5.6%
860
2863
0.14
0.47
0.008
0.48
PC-33
104.0
-
67.8%
-
-
30.8%
-
1.3%
832
2683
0.09
0.28
0.001
0.28
PC-34
144.7
-
97.7%
-
-
2.3%
-
0.0%
989
3443
0.14
0.50
0.002
0.50
PC-35
131.7
5.5%
94.5%
-
-
-
-
0.0%
972
3401
0.13
0.45
0.004
0.45
PC-36
69.7
-
42.0%
-
-
55.4%
-
2.6%
697
2024
0.05
0.14
0.000
0.14
PC-37
167.4
-
42.3%
-
-
50.9%
-
6.9%
677
1988
0.11
0.33
0.004
0.34
PC-38
95.3
38.1%
29.4%
-
-
29.1%
-
3.4%
624
1965
0.06
0.19
0.003
0.19
PC-39
101.3
6.2%
51.8%
-
-
40.8%
-
1.1%
753
2328
0.08
0.24
0.003
0.24
PC-40
224.9
72.3%
0.1%
-
-
27.5%
-
0.0%
488
1502
0.11
0.34
0.001
0.34
PC-41
167.4
57.3%
-
-
0.5%
42.2%
-
-
491
1396
0.08
0.23
0.003
0.24
PC-42
49.8
3.3%
8.4%
-
-
77.4%
-
10.9%
487
1124
0.02
0.06
0.004
0.06
PC-43
55.2
-
0.6%
-
-
34.1%
15.2%
50.0%
268
546
0.01
0.03
0.003
0.03
PC-44
252.4
7.5%
8.4%
-
12.2%
47.0%
-
24.9%
429
1038
0.11
0.26
0.015
0.28
PC-45
139.8
84.9%
-
6.1%
-
6.7%
-
2.2%
517
1761
0.07
0.25
0.008
0.25
PC-46
121.5
99.7%
-
-
-
-
-
0.3%
482
1686
0.06
0.20
0.007
0.21
PC-47
397.6
38.5%
2.3%
-
-
47.2%
-
12.0%
445
1203
0.18
0.48
0.003
0.48
PC-48
376.7
67.5%
-
-
0.3%
25.3%
-
6.9%
454
1397
0.17
0.53
0.006
0.53
PC-49
119.5
98.6%
-
-
-
-
-
1.4%
476
1667
0.06
0.20
0.011
0.21
Pepper Creek Basin
Pepper Creek Basin Sub-Basin Flow Calculations (Continued) SubBasin
Area
Average Flow
Peak Flow
Qavg
Qpeak
I/I
Qtotal
(Ac)
LR
MR
HR
Land Use Percentage CF
CO
IN
N/A
(gal/day/ac)
(gal/day/ac)
(MGD)
(MGD)
(MGD)
(MGD)
WA-01
166.4
-
-
-
94.0%
-
-
6.0%
564
1128
0.09
0.19
0.007
0.19
WA-02
46.7
93.3%
-
-
-
-
-
6.7%
450
1577
0.02
0.07
0.002
0.08
WA-03
197.5
94.6%
-
-
-
-
-
5.4%
457
1599
0.09
0.32
0.005
0.32
WA-04
99.5
99.8%
-
-
-
-
-
0.2%
482
1687
0.05
0.17
0.000
0.17
WA-05
87.2
97.6%
-
-
-
-
-
2.4%
471
1650
0.04
0.14
0.006
0.15
WA-06
136.7
78.5%
0.0%
-
15.4%
-
-
6.1%
472
1512
0.06
0.21
0.004
0.21
WA-07
191.5
-
39.1%
-
49.8%
8.6%
0.0%
2.4%
733
2054
0.14
0.39
0.005
0.40
WA-08
135.7
-
8.3%
-
22.8%
65.0%
0.1%
3.8%
546
1216
0.07
0.17
0.004
0.17
WF-01
71.6
97.5%
-
-
-
-
-
2.5%
471
1649
0.03
0.12
0.003
0.12
WF-02
269.9
0.0%
87.4%
0.0%
5.9%
1.4%
-
5.2%
917
3147
0.25
0.85
0.008
0.86
WF-03
172.5
-
32.7%
3.5%
0.0%
49.5%
-
14.2%
617
1787
0.11
0.31
0.011
0.32
LR- Light Density Residential = Agricultural (AR) & Estate Residential (ER) MR- Medium Density Residential = Auto Urban Residential (AUR), Neighborhood Conservation (NC) & Suburban Residential (SUR) HR- High Density Residential = Auto Urban Multi-Family (AUMF) CF- Community Facilties = Public Institution (PI) & Park (PK) CO- Commercial = Auto Urban Commercial (AUC), Auto-Urban Mixed Use (AUMU), Suburban Commercial (SUC), Temple Medical and Educational District (TMED) & Urban Commercial (UC) IN- Industrial = Business Park (BP) & Industrial (I) N/A- Areas Not Identified in the City of Temple Future Land Use Map (typ. Roadway ROW)
Pepper Creek Basin
Appendix I Wastewater Basin Design Flow Calculations Williamson Creek
Williamson Creek Basin Future Land Use SubBasin
Area
AR
AUC
AUR
BP
ER
I
NC
PI
PK
SUC
SUR
TMED
UC
N/A
LR
MR
HR
CF
CO
IN
(ac)
(ac)
(ac)
AUMF AUMU (ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
%
%
%
%
%
%
N/A %
WC-01
184
-
10
3
-
-
-
-
81
0
-
0
11
-
-
-
79
-
0%
1%
0%
11%
44%
43%
WC-02
45
-
-
-
-
-
-
-
-
28
1
-
6
-
-
-
11
-
61%
-
1%
13%
-
25%
WC-03
145
-
-
-
-
-
-
-
-
57
16
-
12
33
-
-
28
-
62%
-
11%
8%
-
19%
WC-04
69
-
0
-
-
-
-
-
-
37
5
7
-
-
-
-
21
-
54%
-
17%
0%
-
30%
WC-05
87
-
-
-
-
-
-
-
-
50
8
2
-
-
-
-
26
-
58%
-
12%
-
-
30%
WC-06
169
-
23
-
-
-
-
-
-
87
8
1
-
-
-
-
50
-
52%
-
6%
13%
-
30%
WC-07
36
-
-
-
-
-
-
-
-
6
27
-
-
-
-
-
3
-
16%
-
76%
-
-
9%
WC-08
217
-
-
31
-
69
-
-
-
31
16
30
-
11
-
-
28
-
51%
14%
21%
-
-
13%
WC-09
76
-
1
0
-
26
-
-
-
-
7
-
-
33
-
-
8
-
79%
0%
10%
1%
-
10%
WC-10
215
-
16
-
-
94
-
-
-
28
18
1
-
28
-
-
30
-
70%
-
9%
7%
-
14%
WC-11
163
-
-
-
-
41
-
-
-
-
-
-
-
121
-
-
1
-
99%
-
-
-
-
1%
WC-12
234
-
6
-
-
3
-
-
-
19
-
8
21
162
-
-
14
-
78%
-
4%
12%
-
6%
WC-13
174
-
10
-
-
-
-
-
-
-
11
-
104
21
-
-
29
-
12%
-
6%
65%
-
16%
WC-14
172
18
0
-
-
-
-
-
78
-
0
-
53
-
-
-
23
11%
-
-
0%
31%
45%
13%
WC-15
394
162
-
-
-
-
-
-
231
-
0
-
-
-
-
-
1
41%
-
-
0%
-
59%
0%
Basin
2,381
180
66
34
-
232
-
-
390
342
117
50
206
410
-
-
353
7.6%
41.3%
1.4%
7.0%
11.4% 16.4% 14.8%
LR- Light Density Residential = Agricultural (AR) & Estate Residential (ER) MR- Medium Density Residential = Auto Urban Residential (AUR), Neighborhood Conservation (NC) & Suburban Residential (SUR) HR- High Density Residential = Auto Urban Multi-Family (AUMF) CF- Community Facilties = Public Institution (PI) & Park (PK) CO- Commercial = Auto Urban Commercial (AUC), Auto-Urban Mixed Use (AUMU), Suburban Commercial (SUC), Temple Medical and Educational District (TMED) & Urban Commercial (UC) IN- Industrial = Business Park (BP) & Industrial (I) N/A- Areas Not Identified in the City of Temple Future Land Use Map (typ. Roadway ROW)
Williamson Creek Basin
Williamson Creek Basin Existing Pipe Lengths & Inflow/Infiltration Calculations SubBasin
4"
6"
8"
10"
12"
15"
16"
18"
20"
21"
24"
27"
30"
33"
36"
42"
48"
N/A
I/I
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(MGD)
WC-01
-
31994
17511
254
33
-
-
-
-
-
-
-
-
-
-
907
0.030
WC-02
-
13746
9619
495
3443
1234
-
-
-
-
-
-
-
-
-
-
0.019
WC-03
-
11454
3335
2228
2137
-
-
-
-
-
360
-
1871
-
-
-
0.018
WC-04
-
13155
4790
499
778
-
-
-
-
-
-
-
-
-
-
-
0.012
WC-05
-
32662
6821
1156
-
-
-
425
-
252
678
-
5915
-
-
-
0.043
WC-06
-
13825
4746
344
-
189
-
-
-
-
-
-
-
-
-
-
0.011
WC-07
-
26541
4722
4155
238
-
-
-
-
-
163
-
2845
-
-
-
0.030
WC-08
-
17177
9185
1492
2177
16
-
-
-
-
-
-
-
-
-
-
0.019
WC-09
-
19422
2047
-
-
3143
-
1919
-
-
547
-
3406
-
-
-
0.028
WC-10
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
WC-11
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
WC-12
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
WC-13
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
WC-14
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Exist.
-
No Exist.
907
0.210
WC-15
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Basin
0
179,975
62,776
10,623
8,806
4,583
0
2,344
0
252
1,749
0
14,035
0
0
0
0
* Conduit Size and Length Determined Best Information Availiable including, City of Temple GIS and Record Drawings
Williamson Creek Basin
Williamson Creek Basin Proposed Pipe Lengths & Inflow/Infiltration Calculations SubBasin
4"
6"
8"
10"
12"
15"
16"
18"
20"
21"
24"
27"
30"
33"
36"
42"
48"
N/A
I/I
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(MGD)
WC-01
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WC-02
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WC-03
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WC-04
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WC-05
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WC-06
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WC-07
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WC-08
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WC-09
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WC-10
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WC-11
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WC-12
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WC-13
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
No Prop.
WC-14
-
-
-
-
-
-
-
-
-
-
-
-
-
-
3976
-
-
-
0.014
WC-15
-
-
-
-
-
-
-
-
-
-
-
-
-
-
5403
-
-
-
0.018
Basin
0
0
0
0
0
0
0
0
0
0
0
0
0
0
9,379
0
0
0
0.032
Williamson Creek Basin
Williamson Creek Basin Sub-Basin Flow Calculations SubBasin
Area
Average Flow
Peak Flow
Qavg
Qpeak
I/I
Qtotal
(Ac)
LR
MR
HR
Land Use Percentage CF
CO
IN
N/A
(gal/day/ac)
(gal/day/ac)
(MGD)
(MGD)
(MGD)
(MGD)
WC-01
183.6
-
0.0%
1.4%
0.0%
11.2%
44.3%
43.1%
339
702
0.06
0.13
0.030
0.16
WC-02
45.4
-
60.9%
-
1.2%
12.7%
-
25.2%
680
2272
0.03
0.10
0.019
0.12
WC-03
145.2
-
61.6%
-
11.1%
8.4%
-
19.0%
724
2372
0.11
0.34
0.018
0.36
WC-04
69.5
-
53.6%
-
16.8%
0.0%
-
29.5%
637
2079
0.04
0.14
0.012
0.16
WC-05
86.6
-
57.5%
-
12.4%
-
-
30.1%
650
2162
0.06
0.19
0.043
0.23
WC-06
169.3
-
51.6%
-
5.5%
13.4%
-
29.5%
616
2005
0.10
0.34
0.011
0.35
WC-07
36.3
-
15.6%
-
75.5%
-
-
8.9%
609
1452
0.02
0.05
0.030
0.08
WC-08
216.8
-
51.2%
14.4%
21.3%
-
-
13.1%
813
2653
0.18
0.58
0.019
0.59
WC-09
75.8
-
78.5%
0.4%
9.7%
1.1%
-
10.3%
854
2892
0.06
0.22
0.028
0.25
WC-10
215.0
-
69.8%
-
8.7%
7.3%
-
14.2%
787
2622
0.17
0.56
0.000
0.56
WC-11
163.1
-
99.4%
-
-
-
-
0.6%
994
3479
0.16
0.57
0.000
0.57
WC-12
234.2
-
78.5%
-
3.5%
11.9%
-
6.2%
865
2908
0.20
0.68
0.000
0.68
WC-13
174.2
-
12.1%
-
6.3%
65.2%
-
16.4%
484
1150
0.08
0.20
0.000
0.20
WC-14
172.5
10.7%
-
-
0.0%
30.6%
45.3%
13.4%
476
1030
0.08
0.18
0.014
0.19
WC-15
393.9
41.1%
-
-
0.0%
-
58.6%
0.3%
550
1398
0.22
0.55
0.018
0.57
LR- Light Density Residential = Agricultural (AR) & Estate Residential (ER) MR- Medium Density Residential = Auto Urban Residential (AUR), Neighborhood Conservation (NC) & Suburban Residential (SUR) HR- High Density Residential = Auto Urban Multi-Family (AUMF) CF- Community Facilties = Public Institution (PI) & Park (PK) CO- Commercial = Auto Urban Commercial (AUC), Auto-Urban Mixed Use (AUMU), Suburban Commercial (SUC), Temple Medical and Educational District (TMED) & Urban Commercial (UC) IN- Industrial = Business Park (BP) & Industrial (I) N/A- Areas Not Identified in the City of Temple Future Land Use Map (typ. Roadway ROW)
Williamson Creek Basin
Appendix J
LAGO TERRA LIFT STATION
OAK AT LAKEWOOD LIFT STATION
FM 2305 LIFT STATION
12" →
15"
15" →
18"
PROPOSED LAKEWOOD LIFT STATION
10" →
15"
FM 2271 LIFT STATION
15
NORTH CLIFF LIFT STATION
"→ 24" →
18 "
30"
OAK HILLS LIFT STATION IN
AS
SIN . BA
D
CRK
R BI
. RK
N SI BA
C
PER
PEP
3"
LEO
R
PE
P PE
3 27" →
N RIV ER B A
SIN
.B
K CR
24 "
→
27
"
30"
→3
6"
PEA RIDGE LIFT STATION (TBA)
"→
30 36 "
"→
24
30"
→
36"
"
27
LEGEND: XX" → XX"
EXISTING SIZE → REQUIRED SIZE EXISTING TRUNK SEWER EXISTING - FORCEMAIN
"→
42
"
EXISTING - UPSIZE REQUIRED 36
PROPOSED TRUNK SEWER PROPOSED - UPSIZE REQUIRED © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS
CITY OF TEMPLE, TEXAS
© 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) D
WATER AND WASTEWATER MASTER PLAN
SHALLOWFORD LIFT STATION
REQUIRED REPLACEMENT / UPSIZE
RIVER © 2019 MicrosoftLEON Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS
KASBERG, PATRICK & ASSOCIATES, LP
LIFT STATION
CONSULTING ENGINEERS TEMPLE, TEXAS 76501
rce Main
© 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Air 16" Fo
PROJECTED FLOWS
LAGO TERRA LIFT STATION
OAK AT LAKEWOOD LIFT STATION
FM 2305 LIFT STATION GD 4M
2 +1.
15"
FM 2271 LIFT STATION 18"
15" →
18"
12" →
10" →
SUB-BASIN WT-01 849 ACRES
PROPOSED LAKEWOOD LIFT STATION
15
NORTH CLIFF LIFT STATION
"→ 24" →
21 "
30"
OAK HILLS LIFT STATION IN
AS
SIN . BA CRK
PEP
PER
N RIV ER B A LEO
D
R BI
. RK
N SI BA
C
24
"→
27
"
30"
→3
6"
3"
PEA RIDGE LIFT STATION (TBA)
R
PE
P PE
3 27" →
24" → 27"
SIN
.B
K CR
"→
30 36 "
24" 30"
→
36"
7"
→2
LEGEND: 36"
XX" → XX"
EXISTING SIZE → REQUIRED SIZE
→3 9"
EXISTING TRUNK SEWER EXISTING - FORCEMAIN
"→
42
"
EXISTING - UPSIZE REQUIRED
"
36
PROPOSED TRUNK SEWER
36
"→
39
PROPOSED - UPSIZE REQUIRED © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS
CITY OF TEMPLE, TEXAS
© 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) D
WATER AND WASTEWATER MASTER PLAN
SHALLOWFORD LIFT STATION
REQUIRED REPLACEMENT / UPSIZE
RIVER © 2019 MicrosoftLEON Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS
KASBERG, PATRICK & ASSOCIATES, LP
LIFT STATION
CONSULTING ENGINEERS TEMPLE, TEXAS 76501
rce Main
© 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Air 16" Fo
PROJECTED FLOWS + WT-01
CEDAR CREEK BASIN 4993 ACRES + 1.67 M
GD
+0
.96
MG D
+ 3.6 5 MG
MGD
D
+ 1.85
8"
→
12
"
"
"→
21
12
8" →
OAK AT LAKEWOOD LIFT STATION
15"
10" → 15"
→2
10" →
4"
15"
8" →
12"
15"
→2 1"
"
12
LAGO TERRA LIFT STATION
10 →1 8"
18" →
27"
12" → 15"
18" →
" 15
27"
"→
FM 2305 LIFT STATION
10"
FM 2271 LIFT STATION
6"
15"
21" →
15" →
PROPOSED LAKEWOOD LIFT STATION
36"
18"
15" →
18"
30"
→3
12" →
15
NORTH CLIFF LIFT STATION
"→ "
24" →
18
36"
OAK HILLS LIFT STATION IN
AS
SIN . BA CRK
PEP
PER
N RIV ER B A LEO
D
R BI
. RK
N SI BA
C
24
"→
27
"
30"
→3
9"
36"
PEA RIDGE LIFT STATION (TBA)
R
PE
P PE 27" →
24" → 27"
SIN
.B
K CR
"→
30 "
39
24" 30"
→
39"
7"
→2
LEGEND: XX" → XX"
EXISTING SIZE → REQUIRED SIZE EXISTING TRUNK SEWER 36 "→
EXISTING - FORCEMAIN
39 "→
48
"
"
EXISTING - UPSIZE REQUIRED
"
36
PROPOSED TRUNK SEWER
36
"→
39
PROPOSED - UPSIZE REQUIRED © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS
CITY OF TEMPLE, TEXAS
© 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) D
WATER AND WASTEWATER MASTER PLAN
SHALLOWFORD LIFT STATION
REQUIRED REPLACEMENT / UPSIZE
RIVER © 2019 MicrosoftLEON Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS
KASBERG, PATRICK & ASSOCIATES, LP
LIFT STATION
CONSULTING ENGINEERS TEMPLE, TEXAS 76501
rce Main
© 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Air 16" Fo
PROJECTED FLOWS + CEDAR CRK BASIN
CEDAR CREEK BASIN 4993 ACRES + 1.67 M
GD
+0
.96
MG D
+ 3.6 5 MG
MGD
D
+ 1.85
8"
→
12
"
"
"→
21
12
8" →
OAK AT LAKEWOOD LIFT STATION
15"
10" → 15"
→2
10" →
4"
15"
8" →
12"
15"
→2 1"
"
12
LAGO TERRA LIFT STATION
10 →1 8"
FM 2271 LIFT STATION
6"
18"
36"
PROPOSED LAKEWOOD LIFT STATION
21" →
15" →
15" →
18"
18"
30"
→3
12" →
10"
SUB-BASIN WT-01 849 ACRES
18" →
GD
4M
2 +1.
27"
12" → 15"
18" →
" 15
27"
"→
FM 2305 LIFT STATION
"→
15
NORTH CLIFF LIFT STATION
24" →
" 21
36"
OAK HILLS LIFT STATION IN
7"
AS
SIN
SIN
. BA CRK
D
PER
R BI
. RK
N SI BA
C
36"
PEP
N RIV ER B A
R
PE
P PE 27" →
LEO
24"
→2
.B
K CR
24
"→
30
"
30"
→3
9"
PEA RIDGE LIFT STATION (TBA)
30 "→ 39 "
24"
30"
→
39"
0"
→3
LEGEND: "→
36
XX" → XX"
EXISTING SIZE → REQUIRED SIZE
"
39
EXISTING TRUNK SEWER
48
" 36
EXISTING - UPSIZE REQUIRED
"
EXISTING - FORCEMAIN
36
" 39
"→
→
PROPOSED TRUNK SEWER
PROPOSED - UPSIZE REQUIRED © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS
CITY OF TEMPLE, TEXAS
© 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) D
WATER AND WASTEWATER MASTER PLAN
SHALLOWFORD LIFT STATION
REQUIRED REPLACEMENT / UPSIZE
RIVER © 2019 MicrosoftLEON Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS
KASBERG, PATRICK & ASSOCIATES, LP
LIFT STATION
CONSULTING ENGINEERS TEMPLE, TEXAS 76501
rce Main
© 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Air 16" Fo
PROJECTED FLOWS + CEDAR CRK BASIN + WT-01
Appendix K
PROPOSED LIFT STATION DESIGN CALCULATIONS BOGGY CREEK LIFT STATION Design Parameters Projected Flow: Invert Elevation: Outfall Elevation: Forcemain Diameter: Forcemain Length: Cycle Time: Active Volume Req.: Headloss Calculations MGD GPM 0.14 100 0.36 250 0.72 500 1.08 750 1.44 1000 2.16 1500 2.88 2000 3.60 2500 4.32 3000 5.04 3500 5.76 4000 6.48 4500 7.20 5000 10.80 7500 14.40 10000 18.00 12500 21.60 15000 3.82 2653
3.82 492 534 15 7800 15 1330
MGD ft ft in ft min ft³
Static Head 42' 42' 42' 42' 42' 42' 42' 42' 42' 42' 42' 42' 42' 42' 42' 42' 42' 42'
Friction Head 0' 1' 2' 4' 7' 14' 24' 37' 51' 68' 87' 109' 132' 280' 476' 719' 1008' 41'
TDH 42' 43' 44' 46' 49' 56' 66' 79' 93' 110' 129' 151' 174' 322' 518' 761' 1050' 83'
System Head Curve & Design Point 250'
200'
TDH
150'
100'
50'
0' 0
2,000
4,000
6,000
8,000 10,000 Flow Rate (gpm)
Lift Station & Forcemain Preliminary Design Cross Sectional Area: 240 ft² Active Depth: 6 ft Forcemain Diameter: 15 in Forcemain Velocity: 4.82 fps Pumping Rate: 2653 gpm Pumping TDH: 83' ft
12,000
14,000
16,000
PROPOSED LIFT STATION DESIGN CALCULATIONS CANYON CREEK LIFT STATION Design Parameters Projected Flow: Invert Elevation: Outfall Elevation: Forcemain Diameter: Forcemain Length: Cycle Time: Active Volume Req.: Headloss Calculations MGD GPM 0.14 100 0.36 250 0.72 500 1.08 750 1.44 1000 2.16 1500 2.88 2000 3.60 2500 4.32 3000 5.04 3500 5.76 4000 6.48 4500 7.20 5000 10.80 7500 14.40 10000 18.00 12500 21.60 15000 0.89 618
0.89 568.5 631 8 5500 15 309.9
MGD ft ft in ft min ft³
Static Head 63' 63' 63' 63' 63' 63' 63' 63' 63' 63' 63' 63' 63' 63' 63' 63' 63' 63'
Friction Head 1' 8' 28' 59' 101' 214' 364' 550' 771' 1025' 1312' 1632' 1983' 4199' 7149' 10803' 15137' 41'
TDH 64' 70' 91' 122' 163' 276' 427' 613' 833' 1088' 1375' 1694' 2046' 4261' 7212' 10866' 15200' 104'
System Head Curve & Design Point 250'
TDH
200'
150'
100'
50'
0' 0
2,000
4,000
6,000
8,000 10,000 Flow Rate (gpm)
Lift Station & Forcemain Preliminary Design Cross Sectional Area: 50 ft² Active Depth: 6 ft Forcemain Diameter: 8 in Forcemain Velocity: 3.945 fps Pumping Rate: 618 gpm Pumping TDH: 104' ft
12,000
14,000
16,000
PROPOSED LIFT STATION DESIGN CALCULATIONS FOREST HILLS LIFT STATION Design Parameters Projected Flow: Invert Elevation: Outfall Elevation: Forcemain Diameter: Forcemain Length: Cycle Time: Active Volume Req.: Headloss Calculations MGD GPM 0.14 100 0.36 250 0.72 500 1.08 750 1.44 1000 2.16 1500 2.88 2000 3.60 2500 4.32 3000 5.04 3500 5.76 4000 6.48 4500 7.20 5000 10.80 7500 14.40 10000 18.00 12500 21.60 15000 4.36 3028
4.36 459 522 16 10750 15 1518
MGD ft ft in ft min ft³
Static Head 63' 63' 63' 63' 63' 63' 63' 63' 63' 63' 63' 63' 63' 63' 63' 63' 63' 63'
Friction Head 0' 1' 2' 4' 7' 14' 24' 37' 52' 69' 88' 109' 133' 282' 479' 724' 1015' 53'
TDH 63' 64' 65' 67' 70' 77' 87' 100' 115' 132' 151' 172' 196' 345' 542' 787' 1078' 116'
System Head Curve & Design Point 250'
TDH
200'
150'
100'
50'
0' 0
2,000
4,000
6,000
8,000 10,000 Flow Rate (gpm)
Lift Station & Forcemain Preliminary Design Cross Sectional Area: 300 ft² Active Depth: 6 ft Forcemain Diameter: 16 in Forcemain Velocity: 4.83 fps Pumping Rate: 3028 gpm Pumping TDH: 116' ft
12,000
14,000
16,000
PROPOSED LIFT STATION DESIGN CALCULATIONS LAKEWOOD RANCH LIFT STATION Design Parameters Projected Flow: Invert Elevation: Outfall Elevation: Forcemain Diameter: Forcemain Length: Cycle Time: Active Volume Req.: Headloss Calculations MGD GPM 0.14 100 0.36 250 0.72 500 1.08 750 1.44 1000 2.16 1500 2.88 2000 3.60 2500 4.32 3000 5.04 3500 5.76 4000 6.48 4500 7.20 5000 10.80 7500 14.40 10000 18.00 12500 21.60 15000 0.57 396
0.57 616 660 8 5000 15 198.4
MGD ft ft in ft min ft³
Static Head 44' 44' 44' 44' 44' 44' 44' 44' 44' 44' 44' 44' 44' 44' 44' 44' 44' 44'
Friction Head 1' 7' 25' 54' 92' 194' 331' 500' 701' 932' 1193' 1484' 1803' 3817' 6499' 9821' 13761' 17'
TDH 45' 51' 69' 98' 136' 238' 375' 544' 745' 976' 1237' 1528' 1847' 3861' 6543' 9865' 13805' 61'
System Head Curve & Design Point 250'
TDH
200'
150'
100'
50'
0' 0
2,000
4,000
6,000
8,000 10,000 Flow Rate (gpm)
Lift Station & Forcemain Preliminary Design Cross Sectional Area: 50 ft² Active Depth: 6 ft Forcemain Diameter: 6 in Forcemain Velocity: 4.49 fps Pumping Rate: 396 gpm Pumping TDH: 61' ft
12,000
14,000
16,000
PROPOSED LIFT STATION DESIGN CALCULATIONS LITTLE ELM CREEK LIFT STATION Design Parameters Projected Flow: Invert Elevation: Outfall Elevation: Forcemain Diameter: Forcemain Length: Cycle Time: Active Volume Req.: Headloss Calculations MGD GPM 0.14 100 0.36 250 0.72 500 1.08 750 1.44 1000 2.16 1500 2.88 2000 3.60 2500 4.32 3000 5.04 3500 5.76 4000 6.48 4500 7.20 5000 10.80 7500 14.40 10000 18.00 12500 21.60 15000 17.38 12069
17.38 523 617 30 10250 15 6051
MGD ft ft in ft min ft³
Static Head 94' 94' 94' 94' 94' 94' 94' 94' 94' 94' 94' 94' 94' 94' 94' 94' 94' 94'
Friction Head 0' 0' 0' 0' 0' 1' 1' 2' 2' 3' 4' 5' 6' 13' 21' 32' 45' 30'
TDH 94' 94' 94' 94' 94' 95' 95' 96' 96' 97' 98' 99' 100' 107' 115' 126' 139' 124'
System Head Curve & Design Point 250'
TDH
200'
150'
100'
50'
0' 0
2,000
4,000
6,000
8,000 10,000 Flow Rate (gpm)
Lift Station & Forcemain Preliminary Design Cross Sectional Area: 784 ft² Active Depth: 8 ft Forcemain Diameter: 30 in Forcemain Velocity: 5.48 fps Pumping Rate: 12069 gpm Pumping TDH: 124' ft
12,000
14,000
16,000
PROPOSED LIFT STATION DESIGN CALCULATIONS LITTLE RIVER LIFT STATION Design Parameters Projected Flow: Invert Elevation: Outfall Elevation: Forcemain Diameter: Forcemain Length: Cycle Time: Active Volume Req.: Headloss Calculations MGD GPM 0.14 100 0.36 250 0.72 500 1.08 750 1.44 1000 2.16 1500 2.88 2000 3.60 2500 4.32 3000 5.04 3500 5.76 4000 6.48 4500 7.20 5000 10.80 7500 14.40 10000 18.00 12500 21.60 15000 8.27 5743
8.27 490 475 21 8400 15 2879
MGD ft ft in ft min ft³
Static Head -15' -15' -15' -15' -15' -15' -15' -15' -15' -15' -15' -15' -15' -15' -15' -15' -15' -15'
Friction Head 0' 0' 0' 1' 1' 3' 5' 8' 11' 14' 18' 23' 28' 59' 100' 151' 211' 36'
TDH -15' -15' -15' -14' -14' -12' -10' -7' -4' -1' 3' 8' 13' 44' 85' 136' 196' 21'
System Head Curve & Design Point 250'
200'
TDH
150'
100'
50'
0' 0
2,000
4,000
6,000
8,000 10,000 Flow Rate (gpm)
Lift Station & Forcemain Preliminary Design Cross Sectional Area: 400 ft² Active Depth: 8 ft Forcemain Diameter: 21 in Forcemain Velocity: 5.32 fps Pumping Rate: 5743 gpm Pumping TDH: 21' ft
12,000
14,000
16,000
PROPOSED LIFT STATION DESIGN CALCULATIONS TAYLORS VALLEY LIFT STATION Design Parameters Projected Flow: Invert Elevation: Outfall Elevation: Forcemain Diameter: Forcemain Length: Cycle Time: Active Volume Req.: Headloss Calculations MGD GPM 0.14 100 0.36 250 0.72 500 1.08 750 1.44 1000 2.16 1500 2.88 2000 3.60 2500 4.32 3000 5.04 3500 5.76 4000 6.48 4500 7.20 5000 10.80 7500 14.40 10000 18.00 12500 21.60 15000 9.32 6472
9.32 434 475 24 1500 15 3245
MGD ft ft in ft min ft³
Static Head 41' 41' 41' 41' 41' 41' 41' 41' 41' 41' 41' 41' 41' 41' 41' 41' 41' 41'
Friction Head 0' 0' 0' 0' 0' 0' 0' 1' 1' 1' 2' 2' 3' 5' 9' 14' 20' 4'
TDH 41' 41' 41' 41' 41' 41' 41' 42' 42' 42' 43' 43' 44' 46' 50' 55' 61' 45'
System Head Curve & Design Point 250'
200'
TDH
150'
100'
50'
0' 0
2,000
4,000
6,000
8,000 10,000 Flow Rate (gpm)
Lift Station & Forcemain Preliminary Design Cross Sectional Area: 425 ft² Active Depth: 8 ft Forcemain Diameter: 24 in Forcemain Velocity: 4.59 fps Pumping Rate: 6472 gpm Pumping TDH: 45' ft
12,000
14,000
16,000
PROPOSED LIFT STATION DESIGN CALCULATIONS WEST HEIDENHEIMER LIFT STATION Design Parameters Projected Flow: Invert Elevation: Outfall Elevation: Forcemain Diameter: Forcemain Length: Cycle Time: Active Volume Req.: Headloss Calculations MGD GPM 0.14 100 0.36 250 0.72 500 1.08 750 1.44 1000 2.16 1500 2.88 2000 3.60 2500 4.32 3000 5.04 3500 5.76 4000 6.48 4500 7.20 5000 10.80 7500 14.40 10000 18.00 12500 21.60 15000 9.62 6681
9.62 493 625.9 24 23000 15 3349
MGD ft ft in ft min ft³
Static Head 133' 133' 133' 133' 133' 133' 133' 133' 133' 133' 133' 133' 133' 133' 133' 133' 133' 133'
Friction Head 0' 0' 1' 1' 2' 4' 7' 11' 15' 20' 26' 33' 40' 84' 143' 216' 302' 68'
TDH 133' 133' 133' 134' 135' 137' 140' 144' 148' 153' 159' 165' 173' 217' 276' 348' 435' 201'
System Head Curve & Design Point 250'
TDH
200'
150'
100'
50'
0' 0
2,000
4,000
6,000
8,000 10,000 Flow Rate (gpm)
Lift Station & Forcemain Preliminary Design Cross Sectional Area: 625 ft² Active Depth: 6 ft Forcemain Diameter: 24 in Forcemain Velocity: 4.738 fps Pumping Rate: 6681 gpm Pumping TDH: 201' ft
12,000
14,000
16,000
Appendix L
City of Temple, Texas Preliminary Opinion of Probable Costs - Summary & Priority Group FY 2019-2021 KB-06 - CANYON CREEK SEWER EXTENSION LO-02 - LEON RIVER, PHASE II
$ $ LO-09 - SOUTH HIGHWAY 317 EXTENSION $ LO-10 - NORTH HIGHWAY 317 EXTENSION $ LR-01 - LITTLE RIVER, PHASE I - TRUNK SEWER, LIFT STATION & FORCEMAIN $ FY 2019-2021 SUBTOTAL $
FY 2021-FUTURE BC-01 - BOGGY CREEK, WEST TRUNK SEWER, LIFT STATION & FORCEMAIN
2,000,000 2,900,000 760,000 430,000 3,900,000 9,990,000
$
5,200,000
BC-02 - BOGGY CREEK, EAST TRUNK SEWER
$
2,200,000
BD-01 - FOREST HILLS TRUNK SEWER, LIFT STATION & FORCEMAIN
$
5,400,000
FC-01 - TAYLORS VALLEY TRUNK SEWER, LIFT STATION & FORCEMAIN
$
7,900,000
FC-02 - TAYLORS VALLEY EXTENSIONS
$
1,300,000
KB-07 - SOUTH TEMPLE TRUNK SEWER, LIFT STATION & FORCEMAIN
$
12,400,000
KB-07A - SOUTH TEMPLE TRUNK SEWER - PHASE I
$
920,000
KB-08 - SOUTHEAST KNOB CREEK TRUNK SEWER
$
3,600,000
KB-09 - HIGHWAY 36 TRUNK SEWER
$
3,200,000
KB-10 - HEIDENHEIMER TRUNK SEWER
$
2,800,000
LE-01 - LITTLE ELM TRUNK, NORTHWEST EXTENSION
$
1,300,000
LE-02 - LITTLE ELM TRUNK, NORTHEAST EXTENSION
$
1,400,000
LE-03 - LITTLE ELM TRUNK, SOUTH TRUNK SEWER
$
7,500,000
LE-04 - LITTLE ELM LIFT STATION & FORCEMAIN, PHASE I
$
7,500,000
LE-05 - LITTLE ELM LIFT STATION & FORCEMAIN, PHASE II
$
2,400,000
LR-02 - LITTLE RIVER, CENTER TRUNK SEWER
$
2,100,000
LR-03 - LITTLE RIVER, EAST TRUNK SEWER
$
1,100,000
PC-07 - EAST AIRPORT EXTENSION
$
1,600,000
PC-08 - PEPPER CREEK EXTENSION
$
1,100,000
WC-03 - WILLAMSON CREEK, SOUTH TRUNK
$
3,900,000
FY 2021-FUTURE SUBTOTAL $
74,820,000
2019 MASTER PLAN
Appendix L Opinions of Probable Cost for Wastewater System Projects Fiscal Year 2019-2021
FY 2019-2021
KNOB CREEK IMPROVEMENTS CANYON CREEK EXTENSION PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
3
Clean-Up and Final Grading
4
Trench Safety Plan
5
Estimated Quantity
Unit Price
100% LS
Extension Total
90,000.00
90,000.00
100.00
10,200.00
10,200 LF
2.00
20,400.00
100% LS
5,000.00
5,000.00
Storm Water Pollution Prevention Plan (SW3P)
100% LS
5,000.00
5,000.00
6
SW3P Implementation
100% LS
21,000.00
21,000.00
7
Preparing Traffic Control Plan
100% LS
5,000.00
5,000.00
8
Traffic Control Plan Implementation
100% LS
15,000.00
15,000.00
9
Provide Record Drawings (AS-BUILTS)
100% LS
10,000.00
10,000.00
10,200 LF
2.00
20,400.00
11 Trench Safety (manholes/bore pits)
6,000 SF
2.00
12,000.00
12 10" Wastewater Line
4,200 LF
60.00
252,000.00
10 Trench Safety Plan Implementation (Pipe)
102 STA
$
13 8" Wastewater Line
400 LF
55.00
22,000.00
13 24" Steel Encasement by Open-Cut
100 LF
150.00
15,000.00
12 EA
4,500.00
54,000.00
15 6" Forcemain
5,600 LF
45.00
252,000.00
16 Pressure Pipe Fittings
100% LS
12,000.00
12,000.00
17 Concrete Encasement
300 LF
70.00
21,000.00
100% LS 100% LS
500,000.00 45,000.00
500,000.00 45,000.00
14 4' Diameter Precast Manhole
18 Canyon Creek Lift Station 19 Miscellaneous
Construction Cost $ Construction Costs Use $
1,387,000.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
54,091.00 100,000.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
417,000.00
$
2,000,000.00
USE
KB-06
1,400,000.00
500,000.00
2019 MASTER PLAN
FY 2019-2021
LEON RIVER BASIN IMPROVEMENTS LEON RIVER TRUNK PHASE II PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
3
Clean-Up and Final Grading
4
Trench Safety Plan
5
Storm Water Pollution Prevention Plan (SW3P)
6
Estimated
Unit
Extension
Quantity
Price
Total
100% LS
100,000.00
100,000.00
100.00
8,700.00
8,700 LF
2.00
17,400.00
100% LS
5,000.00
5,000.00
100% LS
5,000.00
5,000.00
SW3P Implementation
100% LS
18,000.00
18,000.00
7
Preparing Traffic Control Plan
100% LS
5,000.00
5,000.00
8
Traffic Control Plan Implementation
100% LS
7,500.00
7,500.00
9
Provide Record Drawings (AS-BUILTS)
100% LS
5,000.00
5,000.00
8,700 LF
2.00
17,400.00
12,500 SF
2.00
25,000.00
8,700 LF
130.00
1,131,000.00
22 EA
7,500.00
165,000.00
14 24" Steel Encasement by Bore
400 LF
650.00
260,000.00
15 Concrete Encasement
150 LF
70.00
10,500.00
16 Improvements to Leon River Lift Station
100% LS
200,000.00
200,000.00
17 Abandon Pea Ridge Lift Station 18 Miscellaneous
100% LS 100% LS
30,000.00 50,000.00
30,000.00 50,000.00
10 Trench Safety Plan Implementation (Pipe) 11 Trench Safety (manholes/bore pits) 12 24" Wastewater Line 13 5' Diameter Precast Manhole
87 STA
$
Construction Cost $ Construction Costs Use $
2,060,500.00 2,100,000.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
100,000.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $ USE
LO-02
$
61,116.00
619,000.00 700,000.00 2,900,000.00
2019 MASTER PLAN
FY 2019-2021
LEON RIVER BASIN IMPROVEMENTS SOUTH HIGHWAY 317 EXTENSION PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
Estimated
Unit
Extension
Quantity
Price
Total
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
3
Clean-Up and Final Grading
4,500 LF
2.00
9,000.00
4
Trench Safety Plan
100% LS
5,000.00
5,000.00
5
Storm Water Pollution Prevention Plan (SW3P)
100% LS
5,000.00
5,000.00
6
SW3P Implementation
100% LS
9,000.00
9,000.00
7
Preparing Traffic Control Plan
100% LS
5,000.00
5,000.00
8
Traffic Control Plan Implementation
100% LS
7,500.00
7,500.00
9
Provide Record Drawings (AS-BUILTS)
100% LS
5,000.00
5,000.00
10 Trench Safety Plan Implementation (Pipe)
4,500 LF
2.00
9,000.00
11 Trench Safety (manholes/bore pits)
6,000 SF
2.00
12,000.00
12 8" Wastewater Line
4,500 LF
55.00
247,500.00
80 LF
325.00
26,000.00
12 EA 100% LS
4,500.00 7,500.00
54,000.00 7,500.00
13 16" Encasement by Bore 14 4' Diameter Precast Manhole 15 Miscellaneous
100% LS
15,000.00
45 STA
100.00
15,000.00 4,500.00
Construction Cost $ Construction Costs Use $
421,000.00 430,000.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
163,864.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
127,000.00
$
760,000.00
USE
LO-09
$
200,000.00
130,000.00
2019 MASTER PLAN
FY 2019-2021
LEON RIVER BASIN IMPROVEMENTS NORTH HIGHWAY 317 EXTENSION PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
Estimated
Unit
Extension
Quantity
Price
Total
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
3
Clean-Up and Final Grading
2,100 LF
2.00
4,200.00
4
Trench Safety Plan
100% LS
5,000.00
5,000.00
5
Storm Water Pollution Prevention Plan (SW3P)
100% LS
5,000.00
5,000.00
6
SW3P Implementation
100% LS
5,000.00
5,000.00
7
Preparing Traffic Control Plan
100% LS
5,000.00
5,000.00
8
Traffic Control Plan Implementation
100% LS
7,500.00
7,500.00
9
Provide Record Drawings (AS-BUILTS)
100% LS
5,000.00
5,000.00
10 Trench Safety Plan Implementation (Pipe)
2,100 LF
2.00
4,200.00
11 Trench Safety (manholes/bore pits)
3,000 SF
2.00
6,000.00
12 8" Wastewater Line
2,100 LF
55.00
115,500.00
100 LF
325.00
32,500.00
6 EA 100% LS
4,500.00 7,500.00
27,000.00 7,500.00
13 16" Encasement by Bore 14 4' Diameter Precast Manhole 15 Miscellaneous
100% LS
15,000.00
21 STA
100.00
15,000.00 2,100.00
Construction Cost $ Construction Costs Use $
246,500.00 250,000.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
92,804.00 100,000.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
74,000.00
$
430,000.00
USE
LO-10
$
80,000.00
2019 MASTER PLAN
FY 2019-2021
LITTLE RIVER BASIN PHASE I - TRUNK SEWER, LIFT STATION & FORCEMAIN (ESTIMATE BASED ON ECONOMIC DEVELOPMENT AGREEMENT) PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
3
Clean-Up and Final Grading
4
Estimated
Unit
Extension
Quantity
Price
Total
100% LS
$
140,000.00
100.00
20,900.00
20,900 LF
2.00
41,800.00
Trench Safety Plan
100% LS
5,000.00
5,000.00
5
Storm Water Pollution Prevention Plan (SW3P)
100% LS
5,000.00
5,000.00
6
SW3P Implementation
100% LS
42,000.00
42,000.00
7
Preparing Traffic Control Plan
100% LS
5,000.00
5,000.00
8
Traffic Control Plan Implementation
100% LS
8,000.00
8,000.00
9
Provide Record Drawings (AS-BUILTS)
100% LS
5,000.00
5,000.00
10 Trench Safety Plan Implementation (Pipe)
20,900 LF
2.00
41,800.00
11 Trench Safety (manholes/bore pits)
10,000 SF
2.00
20,000.00
12 24" Wastewater Line
500 LF
130.00
65,000.00
13 18" Wastewater Line
2,500 LF
100.00
250,000.00
14 15" Wastewater Line
1,400 LF
75.00
105,000.00
15 12" Wastewater Line
2,300 LF
65.00
149,500.00
16 5' Diameter Precast Manhole
11 EA
7,500.00
82,500.00
17 4' Diameter Precast Manhole
6 EA
4,500.00
27,000.00
18 30" Steel Encasement by Bore
200 LF
650.00
130,000.00
19 16" Steel Encasement by Bore
200 LF
325.00
65,000.00
20 Concrete Encasement
300 LF
70.00
21,000.00
21 8" Forcemain (Initial) 22 Pressure Pipe Fittings
14,200 LF 100% LS
65.00 29,000.00
923,000.00 29,000.00
LR-01
209 STA
140,000.00
2019 MASTER PLAN
FY 2019-2021
23 Air Release Valve 24 Little River Basin Lift Station (Initial) 25 Miscellaneous
4 EA
10,000.00
40,000.00
100% LS 100% LS
500,000.00 70,000.00
500,000.00 70,000.00
Construction Cost $ Construction Costs Use $
2,791,500.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
146,819.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
838,000.00
USE
LR-01
$
2,800,000.00
200,000.00
900,000.00 3,900,000.00
2019 MASTER PLAN
Appendix L Opinions of Probable Cost for Wastewater System Projects Fiscal Year 2021-Future
FY 2021-Future
BOGGY CREEK IMPROVEMENTS WEST TRUNK SEWER, LIFT STATION & FORCEMAIN PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
3
Clean-Up and Final Grading
4
Trench Safety Plan
5
Estimated
Unit
Extension
Quantity
Price
Total
100% LS
200,000.00
200,000.00
100.00
22,600.00
22,600 LF
2.00
45,200.00
100% LS
5,000.00
5,000.00
Storm Water Pollution Prevention Plan (SW3P)
100% LS
5,000.00
5,000.00
6
SW3P Implementation
100% LS
46,000.00
46,000.00
7
Preparing Traffic Control Plan
100% LS
5,000.00
5,000.00
8
Traffic Control Plan Implementation
100% LS
7,500.00
7,500.00
9
Provide Record Drawings (AS-BUILTS)
100% LS
5,000.00
5,000.00
10 Trench Safety Plan Implementation (Pipe)
22,600 LF
2.00
45,200.00
11 Trench Safety (manholes/bore pits)
20,000 SF
2.00
40,000.00
11 21" Wastewater Line
2,400 LF
75.00
180,000.00
12 18" Wastewater Line
3,300 LF
100.00
330,000.00
13 10" Wastewater Line
5,600 LF
60.00
336,000.00
14 8" Wastewater Line
3,500 LF
55.00
192,500.00
15 5' Diameter Precast Manhole
14 EA
7,500.00
105,000.00
16 4' Diameter Precast Manhole
23 EA
4,500.00
103,500.00
100 LF
650.00
65,000.00
17 24" Steel Encasement by Bore 18 Concrete Encasement
226 STA
$
200 LF
70.00
14,000.00
19 16" Forcemain
7,800 LF
90.00
702,000.00
20 Pressure Pipe Fittings
100% LS
16,000.00
16,000.00
21 Boggy Creek Basin Lift Station
100% LS
1,000,000.00
1,000,000.00
22 Improvements to Little River Lift Station 23 Miscellaneous
100% LS 100% LS
200,000.00 100,000.00
200,000.00 100,000.00
Construction Cost $ Construction Costs Use $
3,770,500.00 3,800,000.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
119,849.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
1,132,000.00
USE
BC-01
$
200,000.00
1,200,000.00 5,200,000.00
2019 MASTER PLAN
FY 2021-Future
BOGGY CREEK IMPROVEMENTS EAST TRUNK SEWER, LIFT STATION & FORCEMAIN PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
3
Clean-Up and Final Grading
4
Trench Safety Plan
5
Estimated
Unit
Extension
Quantity
Price
Total
100% LS
100,000.00
100,000.00
100.00
12,400.00
12,400 LF
2.00
24,800.00
100% LS
5,000.00
5,000.00
Storm Water Pollution Prevention Plan (SW3P)
100% LS
5,000.00
5,000.00
6
SW3P Implementation
100% LS
25,000.00
25,000.00
7
Preparing Traffic Control Plan
100% LS
5,000.00
5,000.00
8
Traffic Control Plan Implementation
100% LS
7,500.00
7,500.00
9
Provide Record Drawings (AS-BUILTS)
100% LS
5,000.00
5,000.00
10 Trench Safety Plan Implementation (Pipe)
12,400 LF
2.00
24,800.00
11 Trench Safety (manholes/bore pits)
17,000 SF
2.00
34,000.00
12 15" Wastewater Line
3,200 LF
75.00
240,000.00
13 12" Wastewater Line
4,400 LF
65.00
286,000.00
14 10" Wastewater Line
2,200 LF
60.00
132,000.00
15 8" Wastewater Line
2,600 LF
55.00
143,000.00
16 5' Diameter Precast Manhole
8 EA
7,500.00
60,000.00
17 4' Diameter Precast Manhole
23 EA
4,500.00
103,500.00
400 LF
650.00
260,000.00
150 LF 100% LS
70.00 50,000.00
10,500.00 50,000.00
18 24" Steel Encasement by Bore 19 Concrete Encasement 20 Miscellaneous
124 STA
$
Construction Cost $ Construction Costs Use $
1,533,500.00 1,600,000.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
65,758.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $ USE
BC-02
$
100,000.00 461,000.00 500,000.00 2,200,000.00
2019 MASTER PLAN
FY 2021-Future
BIRD CREEK IMPROVEMENTS FOREST HILLS TRUNK SEWER, LIFT STATION & FORCEMAIN PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
3
Clean-Up and Final Grading
4
Trench Safety Plan
5
Estimated
Unit
Extension
Quantity
Price
Total
100% LS
190,000.00
190,000.00
100.00
23,500.00
23,500 LF
2.00
47,000.00
100% LS
5,000.00
5,000.00
Storm Water Pollution Prevention Plan (SW3P)
100% LS
47,000.00
47,000.00
6
SW3P Implementation
100% LS
47,000.00
47,000.00
7
Preparing Traffic Control Plan
100% LS
5,000.00
5,000.00
8
Traffic Control Plan Implementation
100% LS
7,500.00
7,500.00
9
Provide Record Drawings (AS-BUILTS)
100% LS
5,000.00
5,000.00
10 Trench Safety Plan Implementation (Pipe)
23,500 LF
2.00
47,000.00
11 Trench Safety (manholes/bore pits)
11,500 SF
2.00
23,000.00
12 24" Wastewater Line
2,900 LF
130.00
377,000.00
13 21" Wastewater Line
1,700 LF
110.00
187,000.00
14 18" Wastewater Line
3,700 LF
100.00
370,000.00
15 8" Wastewater Line
4,500 LF
55.00
247,500.00
16 5' Diameter Precast Manhole
20 EA
7,500.00
150,000.00
17 4' Diameter Precast Manhole
12 EA
4,500.00
54,000.00
18 24" Steel Encasement by Bore
60 LF
475.00
28,500.00
19 Concrete Encasement
235 STA
$
100 LF
70.00
7,000.00
10,700 LF
80.00
856,000.00
21 Pressure Pipe Fittings
100% LS
22,000.00
22,000.00
22 Forest Hills Lift Station
100% LS
1,000,000.00
1,000,000.00
23 Abandon Hickory Lift Station 24 Miscellaneous
100% LS 100% LS
60,000.00 95,000.00
60,000.00 95,000.00
20 15" Forcemain
Construction Cost $ Construction Costs Use $
3,901,000.00 4,000,000.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
165,083.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
1,171,000.00
USE
BD-01
$
200,000.00
1,200,000.00 5,400,000.00
2019 MASTER PLAN
FY 2021-Future
FRIARS CREEK IMPROVEMENTS TAYLORS VALLEY TRUNK SEWER, LIFT STATION & FORCEMAIN PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
3
Clean-Up and Final Grading
4
Trench Safety Plan
5
Estimated
Unit
Extension
Quantity
Price
Total
100% LS
290,000.00
179 STA
$
290,000.00
100.00
17,900.00
17,900 LF
2.00
35,800.00
100% LS
5,000.00
5,000.00
Storm Water Pollution Prevention Plan (SW3P)
100% LS
5,000.00
5,000.00
6
SW3P Implementation
100% LS
36,000.00
36,000.00
7
Preparing Traffic Control Plan
100% LS
5,000.00
5,000.00
8
Traffic Control Plan Implementation
100% LS
7,500.00
7,500.00
9
Provide Record Drawings (AS-BUILTS)
100% LS
5,000.00
5,000.00
10 Trench Safety Plan Implementation (Pipe)
17,900 LF
2.00
35,800.00
11 Trench Safety (manholes/bore pits)
22,000 SF
2.00
44,000.00
12 36" Wastewater Line
3,700 LF
180.00
666,000.00
13 33" Wastewater Line
9,900 LF
170.00
1,683,000.00
14 8" Wastewater Line
2,800 LF
55.00
154,000.00
15 5' Diameter Precast Manhole
34 EA
7,500.00
255,000.00
16 4' Diameter Precast Manhole
7 EA
4,500.00
31,500.00
17 48" Steel Encasement by Bore
200 LF
750.00
150,000.00
18 36" Steel Encasement by Bore
150 LF
650.00
97,500.00
19 Concrete Encasement
200 LF
70.00
14,000.00
20 24" Forcemain
1,500 LF
120.00
180,000.00
21 Pressure Pipe Fittings
100% LS
3,000.00
3,000.00
22 Taylors Valley Lift Station
100% LS
2,000,000.00
2,000,000.00
23 Abandon Valley Ranch Lift Station 23 Miscellaneous
100% LS 100% LS
20,000.00 145,000.00
20,000.00 145,000.00
Construction Cost $ Construction Costs Use $
5,886,000.00 5,900,000.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
125,744.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
1,766,000.00
USE
FC-01
$
200,000.00
1,800,000.00 7,900,000.00
2019 MASTER PLAN
FY 2021-Future
FRIARS CREEK IMPROVEMENTS TAYLORS VALLEY EXTENSIONS PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
3
Clean-Up and Final Grading
4
Trench Safety Plan
5
Storm Water Pollution Prevention Plan (SW3P)
6
Estimated
Unit
Extension
Quantity
Price
Total
100% LS
45,000.00
45,000.00
100.00
9,000.00
9,000 LF
2.00
18,000.00
100% LS
5,000.00
5,000.00
100% LS
5,000.00
5,000.00
SW3P Implementation
100% LS
18,000.00
18,000.00
7
Preparing Traffic Control Plan
100% LS
5,000.00
5,000.00
8
Traffic Control Plan Implementation
100% LS
7,500.00
7,500.00
9
Provide Record Drawings (AS-BUILTS)
100% LS
5,000.00
5,000.00
10 Trench Safety Plan Implementation (Pipe)
9,000 LF
2.00
18,000.00
11 Trench Safety (manholes/bore pits)
1,500 SF
2.00
3,000.00
12 8" Wastewater Line
9,000 LF
55.00
495,000.00
23 EA
4,500.00
103,500.00
100 LF
350.00
35,000.00
200 LF 100% LS
70.00 22,500.00
14,000.00 22,500.00
13 4' Diameter Precast Manhole 14 18" Steel Encasement by Bore 15 Concrete Encasement 16 Miscellaneous
90 STA
$
Construction Cost $ Construction Costs Use $
808,500.00 900,000.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
47,728.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $ USE
FC-02
$
100,000.00 243,000.00 300,000.00 1,300,000.00
2019 MASTER PLAN
FY 2021-Future
KNOB CREEK IMPROVEMENTS SOUTH TEMPLE TRUNK SEWER, LIFT STATION & FORCEMAIN PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
3
Clean-Up and Final Grading
4
Trench Safety Plan
5
Estimated
Unit
Extension
Quantity
Price
Total
100% LS
$
460,000.00
100.00
44,000.00
44,000 LF
2.00
88,000.00
100% LS
5,000.00
5,000.00
Storm Water Pollution Prevention Plan (SW3P)
100% LS
5,000.00
5,000.00
6
SW3P Implementation
100% LS
88,000.00
88,000.00
7
Preparing Traffic Control Plan
100% LS
5,000.00
5,000.00
8
Traffic Control Plan Implementation
100% LS
15,000.00
15,000.00
9
Provide Record Drawings (AS-BUILTS)
100% LS
10,000.00
10,000.00
10 Trench Safety Plan Implementation (Pipe)
44,000 LF
2.00
88,000.00
11 Trench Safety (manholes/bore pits)
35,000 SF
2.00
70,000.00
12 30" Wastewater Line
2,600 LF
160.00
416,000.00
13 21" Wastewater Line
6,000 LF
110.00
660,000.00
14 18" Wastewater Line
1,200 LF
100.00
120,000.00
15 15" Wastewater Line
2,100 LF
75.00
157,500.00
16 12" Wastewater Line
5,900 LF
65.00
383,500.00
17 10" Wastewater Line
2,200 LF
60.00
132,000.00
23 EA
7,500.00
172,500.00
18 5' Diameter Precast Manhole 19 4' Diameter Precast Manhole
440 STA
460,000.00
27 EA
4,500.00
121,500.00
20 30" Steel Encasement by Bore
1,100 LF
550.00
605,000.00
21 24" Steel Encasement by Bore
200 LF
475.00
95,000.00
22 16" Steel Encasement by Bore
160 LF
325.00
52,000.00
23 Concrete Encasement
200 LF
70.00
14,000.00
24,000 LF
120.00
2,880,000.00
24 24" Forcemain
KB-07
2019 MASTER PLAN
FY 2021-Future
25 Pressure Pipe Fittings
100% LS
48,000.00
48,000.00
26 West Heidenheimer Lift Station
100% LS
2,000,000.00
2,000,000.00
27 Abandon Action World Lift Station 28 Miscellaneous
100% LS 100% LS
25,000.00 230,000.00
25,000.00 230,000.00
Construction Cost $ Construction Costs Use $
8,990,000.00 9,000,000.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
649,091.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
2,697,000.00
USE
KB-07
$
700,000.00
2,700,000.00 12,400,000.00
2019 MASTER PLAN
FY 2021-Future
KNOB CREEK IMPROVEMENTS SOUTH TEMPLE TRUNK SEWER - PHASE I PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
3
Clean-Up and Final Grading
4
Trench Safety Plan
5
Storm Water Pollution Prevention Plan (SW3P)
6
Estimated
Unit
Extension
Quantity
Price
Total
100% LS
32,000.00
32,000.00
100.00
5,400.00
5,400 LF
2.00
10,800.00
100% LS
5,000.00
5,000.00
100% LS
7,500.00
7,500.00
SW3P Implementation
100% LS
20,000.00
20,000.00
7
Preparing Traffic Control Plan
100% LS
5,000.00
5,000.00
8
Traffic Control Plan Implementation
100% LS
15,000.00
15,000.00
9
Provide Record Drawings (AS-BUILTS)
100% LS
5,000.00
5,000.00
10 Trench Safety Plan Implementation (Pipe)
5,400 LF
2.00
10,800.00
11 Trench Safety (manholes/bore pits)
7,000 SF
2.00
14,000.00
12 8" Wastewater Line
5,400 LF
55.00
297,000.00
14 EA
4,500.00
63,000.00
14 16" Steel Encasement by Bore
160 LF
325.00
52,000.00
15 Concrete Encasement
200 LF
70.00
14,000.00
100% LS 100% LS
30,000.00 30,000.00
30,000.00 30,000.00
13 4' Diameter Precast Manhole
16 Abandon Action World Lift Station 17 Miscellaneous
54 STA
$
Construction Cost $ Construction Costs Use $
616,500.00 620,000.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
79,662.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $ USE
KB-07A
$
100,000.00 185,000.00 200,000.00 920,000.00
2019 MASTER PLAN
FY 2021-Future
KNOB CREEK IMPROVEMENTS SOUTHEAST KNOB CREEK TRUNK SEWER PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
3
Clean-Up and Final Grading
4
Trench Safety Plan
5
Estimated
Unit
Extension
Quantity
Price
Total
100% LS
130,000.00
138 STA
$
130,000.00
100.00
13,800.00
13,800 LF
2.00
27,600.00
100% LS
5,000.00
5,000.00
Storm Water Pollution Prevention Plan (SW3P)
100% LS
5,000.00
5,000.00
6
SW3P Implementation
100% LS
28,000.00
28,000.00
7
Preparing Traffic Control Plan
100% LS
5,000.00
5,000.00
8
Traffic Control Plan Implementation
100% LS
15,000.00
15,000.00
9
Provide Record Drawings (AS-BUILTS)
100% LS
10,000.00
10,000.00
10 Trench Safety Plan Implementation (Pipe)
13,800 LF
2.00
27,600.00
11 Trench Safety (manholes/bore pits)
25,500 SF
2.00
51,000.00
12 18" Wastewater Line
8,700 LF
100.00
870,000.00
13 8" Wastewater Line
5,100 LF
55.00
280,500.00
14 5' Diameter Precast Manhole
22 EA
7,500.00
165,000.00
15 4' Diameter Precast Manhole
13 EA
4,500.00
58,500.00
16 30" Steel Encasement by Bore
600 LF
550.00
330,000.00
17 Concrete Encasement
300 LF
70.00
21,000.00
18 West Heidenheimer Lift Station Improvements
100% LS
250,000.00
250,000.00
19 Abandon Knob Creek Lift Station 20 Miscellaneous
100% LS 100% LS
50,000.00 65,000.00
50,000.00 65,000.00
Construction Cost $ Construction Costs Use $
2,408,000.00 2,500,000.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
287,849.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
723,000.00
USE
KB-08
$
300,000.00
800,000.00 3,600,000.00
2019 MASTER PLAN
FY 2021-Future
KNOB CREEK IMPROVEMENTS HIGHWAY 36 TRUNK SEWER PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
3
Clean-Up and Final Grading
4
Trench Safety Plan
5
Estimated
Unit
Extension
Quantity
Price
Total
100% LS
110,000.00
129 STA
$
110,000.00
100.00
12,900.00
12,900 LF
2.00
25,800.00
100% LS
5,000.00
5,000.00
Storm Water Pollution Prevention Plan (SW3P)
100% LS
5,000.00
5,000.00
6
SW3P Implementation
100% LS
26,000.00
26,000.00
7
Preparing Traffic Control Plan
100% LS
5,000.00
5,000.00
8
Traffic Control Plan Implementation
100% LS
10,000.00
10,000.00
9
Provide Record Drawings (AS-BUILTS)
100% LS
5,000.00
5,000.00
10 Trench Safety Plan Implementation (Pipe)
12,900 LF
2.00
25,800.00
11 Trench Safety (manholes/bore pits)
20,500 SF
2.00
41,000.00
12 24" Wastewater Line
2,800 LF
130.00
364,000.00
13 15" Wastewater Line
5,800 LF
75.00
435,000.00
14 10" Wastewater Line
4,300 LF
60.00
258,000.00
15 5' Diameter Precast Manhole
22 EA
7,500.00
165,000.00
16 4' Diameter Precast Manhole
11 EA
4,500.00
49,500.00
17 30" Steel Encasement by Bore
600 LF
550.00
330,000.00
18 Concrete Encasement
100 LF
70.00
7,000.00
100% LS 100% LS
200,000.00 55,000.00
200,000.00 55,000.00
19 West Heidenheimer Lift Station Improvements 20 Miscellaneous
Construction Cost $ Construction Costs Use $
2,135,000.00 2,200,000.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
223,529.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
641,000.00
USE
KB-09
$
300,000.00
700,000.00 3,200,000.00
2019 MASTER PLAN
FY 2021-Future
KNOB CREEK IMPROVEMENTS HEIDENHEIMER TRUNK SEWER PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
3
Clean-Up and Final Grading
4
Trench Safety Plan
5
Estimated
Unit
Extension
Quantity
Price
Total
100% LS
100,000.00
102 STA
$
100,000.00
100.00
10,200.00
10,200 LF
2.00
20,400.00
100% LS
5,000.00
5,000.00
Storm Water Pollution Prevention Plan (SW3P)
100% LS
5,000.00
5,000.00
6
SW3P Implementation
100% LS
21,000.00
21,000.00
7
Preparing Traffic Control Plan
100% LS
5,000.00
5,000.00
8
Traffic Control Plan Implementation
100% LS
10,000.00
10,000.00
9
Provide Record Drawings (AS-BUILTS)
100% LS
5,000.00
5,000.00
10 Trench Safety Plan Implementation (Pipe)
10,200 LF
2.00
20,400.00
11 Trench Safety (manholes/bore pits)
17,000 SF
2.00
34,000.00
12 24" Wastewater Line
600 LF
130.00
78,000.00
13 18" Wastewater Line
4,500 LF
100.00
450,000.00
14 12" Wastewater Line
5,100 LF
65.00
331,500.00
15 5' Diameter Precast Manhole
13 EA
7,500.00
97,500.00
16 4' Diameter Precast Manhole
13 EA
4,500.00
58,500.00
17 36" Steel Encasement by Bore
500 LF
650.00
325,000.00
18 30" Steel Encasement by Bore
250 LF
550.00
137,500.00
19 Concrete Encasement 20 West Heidenheimer Lift Station Improvements 21 Miscellaneous
100 LF
70.00
7,000.00
100% LS 100% LS
100,000.00 50,000.00
100,000.00 50,000.00
Construction Cost $ Construction Costs Use $
1,871,000.00 1,900,000.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
229,290.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
562,000.00
USE
KB-10
$
300,000.00
600,000.00 2,800,000.00
2019 MASTER PLAN
FY 2021-Future
LITTLE ELM CREEK IMPROVEMENTS NORTHWEST LITTLE ELM EXTENSION PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
3
Clean-Up and Final Grading
4
Trench Safety Plan
5
Storm Water Pollution Prevention Plan (SW3P)
6
Estimated
Unit
Extension
Quantity
Price
Total
100% LS
40,000.00
40,000.00
100.00
7,600.00
7,600 LF
2.00
15,200.00
100% LS
5,000.00
5,000.00
100% LS
5,000.00
5,000.00
SW3P Implementation
100% LS
16,000.00
16,000.00
7
Preparing Traffic Control Plan
100% LS
5,000.00
5,000.00
8
Traffic Control Plan Implementation
100% LS
7,500.00
7,500.00
9
Provide Record Drawings (AS-BUILTS)
100% LS
5,000.00
5,000.00
10 Trench Safety Plan Implementation (Pipe)
7,600 LF
2.00
15,200.00
11 Trench Safety (manholes/bore pits)
9,500 SF
2.00
19,000.00
12 15" Wastewater Line
1,300 LF
75.00
97,500.00
13 12" Wastewater Line
6,300 LF
65.00
409,500.00
14 24" Encasement by Bore 15 4' Diameter Precast Manhole 16 Miscellaneous
76 STA
$
100 LF
150.00
15,000.00
19 EA 100% LS
4,500.00 20,000.00
85,500.00 20,000.00
Construction Cost $ Construction Costs Use $
768,000.00 800,000.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
114,192.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
231,000.00
USE
LE-01
$
200,000.00
300,000.00 1,300,000.00
2019 MASTER PLAN
FY 2021-Future
LITTLE ELM CREEK IMPROVEMENTS NORTHEAST LITTLE ELM EXTENSION PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
3
Clean-Up and Final Grading
4
Trench Safety Plan
5
Storm Water Pollution Prevention Plan (SW3P)
6
Estimated
Unit
Extension
Quantity
Price
Total
100% LS
40,000.00
40,000.00
100.00
8,800.00
8,800 LF
2.00
17,600.00
100% LS
5,000.00
5,000.00
100% LS
5,000.00
5,000.00
SW3P Implementation
100% LS
18,000.00
18,000.00
7
Preparing Traffic Control Plan
100% LS
5,000.00
5,000.00
8
Traffic Control Plan Implementation
100% LS
7,500.00
7,500.00
9
Provide Record Drawings (AS-BUILTS)
100% LS
5,000.00
5,000.00
8,800 LF
2.00
17,600.00
11,000 SF
2.00
22,000.00
12 12" Wastewater Line
4,800 LF
65.00
312,000.00
13 10" Wastewater Line
4,000 LF
60.00
240,000.00
14 4' Diameter Precast Manhole 15 Miscellaneous
22 EA 100% LS
4,500.00 20,000.00
99,000.00 20,000.00
10 Trench Safety Plan Implementation (Pipe) 11 Trench Safety (manholes/bore pits)
88 STA
$
Construction Cost $ Construction Costs Use $
822,500.00 900,000.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
132,223.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
247,000.00
USE
LE-02
$
200,000.00
300,000.00 1,400,000.00
2019 MASTER PLAN
FY 2021-Future
LITTLE ELM CREEK IMPROVEMENTS SOUTH LITTLE ELM TRUNK SEWER PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
3
Clean-Up and Final Grading
4
Trench Safety Plan
5
Estimated
Unit
Extension
Quantity
Price
Total
100% LS
275,000.00
275,000.00
100.00
26,200.00
26,200 LF
2.00
52,400.00
100% LS
5,000.00
5,000.00
Storm Water Pollution Prevention Plan (SW3P)
100% LS
5,000.00
5,000.00
6
SW3P Implementation
100% LS
53,000.00
53,000.00
7
Preparing Traffic Control Plan
100% LS
5,000.00
5,000.00
8
Traffic Control Plan Implementation
100% LS
7,500.00
7,500.00
9
Provide Record Drawings (AS-BUILTS)
100% LS
5,000.00
5,000.00
10 Trench Safety Plan Implementation (Pipe)
26,200 LF
2.00
52,400.00
11 Trench Safety (manholes/bore pits)
34,500 SF
2.00
69,000.00
12 33" Wastewater Line
3,000 LF
170.00
510,000.00
13 27" Wastewater Line
12,400 LF
150.00
1,860,000.00
14 24" Wastewater Line
10,800 LF
130.00
1,404,000.00
66 EA
7,500.00
495,000.00
16 48" Steel Encasement by Bore
300 LF
750.00
225,000.00
17 48" Steel Encasement by Open Cut
240 LF
500.00
120,000.00
18 36" Steel Encasement by Bore
300 LF
650.00
195,000.00
15 5' Diameter Precast Manhole
19 Concrete Encasement 20 Abandon Troy Lift Station 21 Miscellaneous
262 STA
$
250 LF
70.00
17,500.00
100% LS 100% LS
60,000.00 137,500.00
60,000.00 137,500.00
Construction Cost $ Construction Costs Use $
5,579,500.00 5,600,000.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
184,050.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
1,674,000.00
USE
LE-03
$
200,000.00
1,700,000.00 7,500,000.00
2019 MASTER PLAN
FY 2021-Future
LITTLE ELM CREEK IMPROVEMENTS LITTLE ELM CREEK LIFT STATION PHASE I & FORCEMAIN PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
3
Clean-Up and Final Grading
4
Trench Safety Plan
5
Estimated
Unit
Extension
Quantity
Price
Total
100% LS
280,000.00
280,000.00
100.00
10,500.00
10,500 LF
2.00
21,000.00
100% LS
5,000.00
5,000.00
Storm Water Pollution Prevention Plan (SW3P)
100% LS
5,000.00
5,000.00
6
SW3P Implementation
100% LS
21,000.00
21,000.00
7
Preparing Traffic Control Plan
100% LS
5,000.00
5,000.00
8
Traffic Control Plan Implementation
100% LS
7,500.00
7,500.00
9
Provide Record Drawings (AS-BUILTS)
100% LS
5,000.00
5,000.00
10,500 LF
2.00
21,000.00
1,500 SF
2.00
3,000.00
350 LF
650.00
227,500.00
10,500 LF
130.00
1,365,000.00
10 Trench Safety Plan Implementation (Pipe) 11 Trench Safety (manholes/bore pits) 12 36" Steel Encasement by Bore 13 30" Forcemain
105 STA
$
14 Pressure Pipe Fittings
100% LS
21,000.00
21,000.00
15 Little Elm Lift Station 16 Miscellaneous
100% LS 100% LS
3,500,000.00 140,000.00
3,500,000.00 140,000.00
Construction Cost $ Construction Costs Use $
5,637,500.00 5,700,000.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
73,761.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
1,692,000.00
$
7,500,000.00
USE
LE-04
100,000.00
1,700,000.00
2019 MASTER PLAN
FY 2021-Future
LITTLE ELM CREEK IMPROVEMENTS LITTLE ELM CREEK LIFT STATION & FORCEMAIN PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
Estimated
Unit
Extension
Quantity
Price
Total
1
Mobilization, Bonds and Insurance
100% LS
90,000.00
2
Right-of-Way Preparation
100% LS
10,000.00
10,000.00
3
Clean-Up and Final Grading
100% LS
10,000.00
10,000.00
4
Trench Safety Plan
100% LS
5,000.00
5,000.00
5
Storm Water Pollution Prevention Plan (SW3P)
100% LS
5,000.00
5,000.00
6
SW3P Implementation
100% LS
2,000.00
2,000.00
7
Preparing Traffic Control Plan
100% LS
5,000.00
5,000.00
8
Traffic Control Plan Implementation
100% LS
7,500.00
7,500.00
9
Provide Record Drawings (AS-BUILTS)
100% LS
5,000.00
5,000.00
10 Trench Safety Plan Implementation (Pipe)
1,000 LF
2.00
2,000.00
11 Trench Safety (manholes/bore pits)
1,500 SF
2.00
3,000.00
12 Pressure Pipe Fittings
100% LS
2,000.00
2,000.00
13 Little Elm Lift Station Improvements 14 Miscellaneous
100% LS 100% LS
1,500,000.00 45,000.00
1,500,000.00 45,000.00
90,000.00
Construction Cost $ Construction Costs Use $
1,691,500.00 1,700,000.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
7,025.00 100,000.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
508,000.00
$
2,400,000.00
USE
LE-05
$
600,000.00
2019 MASTER PLAN
FY 2021-Future
LITTLE RIVER BASIN IMPROVEMENTS CENTER TRUNK SEWER PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
3
Clean-Up and Final Grading
4
Trench Safety Plan
5
Estimated
Unit
Extension
Quantity
Price
Total
100% LS
70,000.00
70,000.00
100.00
14,100.00
14,100 LF
2.00
28,200.00
100% LS
5,000.00
5,000.00
Storm Water Pollution Prevention Plan (SW3P)
100% LS
5,000.00
5,000.00
6
SW3P Implementation
100% LS
29,000.00
29,000.00
7
Preparing Traffic Control Plan
100% LS
5,000.00
5,000.00
8
Traffic Control Plan Implementation
100% LS
7,500.00
7,500.00
9
Provide Record Drawings (AS-BUILTS)
100% LS
5,000.00
5,000.00
10 Trench Safety Plan Implementation (Pipe)
14,100 LF
2.00
28,200.00
11 Trench Safety (manholes/bore pits)
19,500 SF
2.00
39,000.00
12 12" Wastewater Line
3,200 LF
60.00
192,000.00
13 10" Wastewater Line
3,600 LF
60.00
216,000.00
14 8" Wastewater Line
7,300 LF
55.00
401,500.00
36 EA
4,500.00
162,000.00
350 LF
475.00
166,250.00
200 LF 100% LS
70.00 35,000.00
14,000.00 35,000.00
15 4' Diameter Precast Manhole 16 24" Steel Encasement by Bore 17 Concrete Encasement 18 Miscellaneous
141 STA
$
Construction Cost $ Construction Costs Use $
1,422,750.00 1,500,000.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
100,000.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $ USE
LR-02
$
74,773.00
427,000.00 500,000.00 2,100,000.00
2019 MASTER PLAN
FY 2021-Future
LITTLE RIVER BASIN IMPROVEMENTS EAST TRUNK SEWER PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
3
Clean-Up and Final Grading
4
Trench Safety Plan
5
Storm Water Pollution Prevention Plan (SW3P)
6
Estimated
Unit
Extension
Quantity
Price
Total
100% LS
35,000.00
35,000.00
100.00
5,800.00
5,800 LF
2.00
11,600.00
100% LS
5,000.00
5,000.00
100% LS
5,000.00
5,000.00
SW3P Implementation
100% LS
12,000.00
12,000.00
7
Preparing Traffic Control Plan
100% LS
5,000.00
5,000.00
8
Traffic Control Plan Implementation
100% LS
7,500.00
7,500.00
9
Provide Record Drawings (AS-BUILTS)
100% LS
5,000.00
5,000.00
10 Trench Safety Plan Implementation (Pipe)
5,800 LF
2.00
11,600.00
11 Trench Safety (manholes/bore pits)
9,000 SF
2.00
18,000.00
900 LF
100.00
90,000.00
4,900 LF
55.00
269,500.00
12 18" Wastewater Line 13 8" Wastewater Line
58 STA
$
13 5' Diameter Precast Manhole
2 EA
7,500.00
15,000.00
14 4' Diameter Precast Manhole
13 EA
4,500.00
58,500.00
140 LF
650.00
91,000.00
200 LF 100% LS
70.00 17,500.00
14,000.00 17,500.00
15 36" Steel Encasement by Bore 16 Concrete Encasement 17 Miscellaneous
Construction Cost $ Construction Costs Use $
677,000.00 700,000.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
100,000.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $ USE
LR-03
$
30,758.00
204,000.00 300,000.00 1,100,000.00
2019 MASTER PLAN
FY 2021-Future
PEPPER CREEK IMPROVEMENTS EAST AIRPORT TRUNK SEWER PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
3
Clean-Up and Final Grading
4
Trench Safety Plan
5
Estimated
Unit
Extension
Quantity
Price
Total
100% LS
55,000.00
107 STA
$
55,000.00
100.00
10,700.00
10,700 LF
2.00
21,400.00
100% LS
5,000.00
5,000.00
Storm Water Pollution Prevention Plan (SW3P)
100% LS
5,000.00
5,000.00
6
SW3P Implementation
100% LS
22,000.00
22,000.00
7
Preparing Traffic Control Plan
100% LS
5,000.00
5,000.00
8
Traffic Control Plan Implementation
100% LS
7,500.00
7,500.00
9
Provide Record Drawings (AS-BUILTS)
100% LS
5,000.00
5,000.00
10 Trench Safety Plan Implementation (Pipe)
10,700 LF
2.00
21,400.00
11 Trench Safety (manholes/bore pits)
13,500 SF
2.00
27,000.00
12 15" Wastewater Line
3,200 LF
75.00
240,000.00
13 12" Wastewater Line
3,300 LF
65.00
214,500.00
14 8" Wastewater Line
4,200 LF
55.00
231,000.00
15 24" Encasement by Open Cut
100 LF
150.00
15,000.00
16 4' Diameter Precast Manhole 17 Miscellaneous
27 EA 100% LS
4,500.00 27,500.00
121,500.00 27,500.00
Construction Cost $ Construction Costs Use $
1,034,500.00 1,100,000.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
98,354.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $ USE
PC-07
$
100,000.00 311,000.00 400,000.00 1,600,000.00
2019 MASTER PLAN
FY 2021-Future
PEPPER CREEK BASIN IMPROVEMENTS PEPPER CREEK EXTENSION PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
3
Clean-Up and Final Grading
4
Trench Safety Plan
5
Storm Water Pollution Prevention Plan (SW3P)
6
Estimated
Unit
Extension
Quantity
Price
Total
100% LS
30,000.00
66 STA
$
30,000.00
100.00
6,600.00
6,600 LF
2.00
13,200.00
100% LS
5,000.00
5,000.00
100% LS
5,000.00
5,000.00
SW3P Implementation
100% LS
14,000.00
14,000.00
7
Preparing Traffic Control Plan
100% LS
5,000.00
5,000.00
8
Traffic Control Plan Implementation
100% LS
7,500.00
7,500.00
9
Provide Record Drawings (AS-BUILTS)
100% LS
5,000.00
5,000.00
10 Trench Safety Plan Implementation (Pipe)
6,600 LF
2.00
13,200.00
11 Trench Safety (manholes/bore pits)
8,500 SF
2.00
17,000.00
12 10" Wastewater Line
3,300 LF
60.00
198,000.00
13 8" Wastewater Line
3,300 LF
55.00
181,500.00
14 24" Encasement by Open Cut
100 LF
150.00
15,000.00
15 4' Diameter Precast Manhole 16 Miscellaneous
17 EA 100% LS
4,500.00 15,000.00
76,500.00 15,000.00
Construction Cost $ Construction Costs Use $
607,500.00 700,000.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
112,000.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
183,000.00
$
1,100,000.00
USE
PC-08
200,000.00
200,000.00
2019 MASTER PLAN
FY 2021-Future
WILLIAMSON CREEK IMPROVEMENTS WILLIAMSON CREEK SOUTH TRUNK SEWER PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST Item No.
Description
1
Mobilization, Bonds and Insurance
2
Right-of-Way Preparation
3
Clean-Up and Final Grading
4
Trench Safety Plan
5
Storm Water Pollution Prevention Plan (SW3P)
6
Estimated
Unit
Extension
Quantity
Price
Total
100% LS
130,000.00
130,000.00
100.00
9,400.00
9,400 LF
2.00
18,800.00
100% LS
5,000.00
5,000.00
100% LS
5,000.00
5,000.00
SW3P Implementation
100% LS
19,000.00
19,000.00
7
Preparing Traffic Control Plan
100% LS
5,000.00
5,000.00
8
Traffic Control Plan Implementation
100% LS
7,500.00
7,500.00
9
Provide Record Drawings (AS-BUILTS)
100% LS
5,000.00
5,000.00
9,400 LF
2.00
18,800.00
13,500 SF
2.00
27,000.00
9,400 LF
180.00
1,692,000.00
24 EA
7,500.00
180,000.00
10 Trench Safety Plan Implementation (Pipe) 11 Trench Safety (manholes/bore pits) 12 36" Wastewater Line 13 5' Diameter Precast Manhole
94 STA
$
14 48" Steel Encasement by Bore
600 LF
750.00
450,000.00
15 48" Steel Encasement by Open Cut
100 LF
500.00
50,000.00
16 Concrete Encasement
250 LF
70.00
17,500.00
100% LS 100% LS
40,000.00 65,000.00
40,000.00 65,000.00
17 Abandon Williamson Creek Lift Station 18 Miscellaneous
Construction Cost $ Construction Costs Use $
2,745,000.00 2,800,000.00
Right-of-Way Costs (PUE & TCE) $ Right-of-Way Costs Use $
162,882.00
Engineering Services, Environmental, Legal, and Contingencies $ Professional Services Use $
824,000.00
USE
WC-03
$
200,000.00
900,000.00 3,900,000.00
2019 MASTER PLAN