FINAL UTILITY REPORT WILLOW BEND SUBDIVISION Thornton, CO

FINAL UTILITY REPORT WILLOW BEND SUBDIVISION Thornton, CO February 0, 0 Revised: October 0 JN: 0 Prepared for: The True Life Companies DTC Parkway, Suite 7 Greenwood Village, CO 80 Prepared by: Jansen Strawn Consulting Engineers West nd Avenue Denver, CO 80 Thomas C. Jansen, PE No. 9 Principal solutions. partnerships. success. t 0.6. f 0.6.9 West nd Avenue, Denver, Colorado 80 www.jansenstrawn.com

Willow Bend Phase February 0, 0 Page CERTIFICATIONS The True Life Companies hereby certifies that the utilities (water and sanitary sewer) for the Willow Bend Subdivision will be constructed to the design presented in this report. I understand that the City of Thornton does not and shall not assume liability for the utilities designed and/or certified by my engineer. I understand that the City of Thornton reviews utility plans but cannot, on behalf of Carlson Associates, guarantee that final utility design review will absolve Carlson Associates and/or their successors and/or assigns of future liability for improper design. I further understand that approval of the Final Plan and/or Final Development Plan does not imply of my engineer s utility design. Attest: Name of Responsible Party Notary Public Authorized Signature I hereby certify that this report (plan) for the Final Utility design of water and sanitary sewer for the Willow Bend Subdivision was prepared by me (or under my direct supervision) in accordance with the provisions of the City of Thornton Standards and Specifications for the Responsible Parties thereof. I understand that the City of Thornton does not and will not assume liability for utilities designed by others. Thomas C. Jansen, PE State of Colorado Registration No. 9 For and on behalf of Jansen Strawn Consulting Engineers, Inc. Date t 0.6. f 0.6.9 West nd Avenue, Denver, Colorado 80 www.jansenstrawn.com

Willow Bend Phase February 0, 0 Page T A B L E O F C O N T E N T S I. INTRODUCTION... II. GENERAL LOCATION AND DESCRIPTION... III. EXISTING UTILITIES... IV. PROPOSED UTILITIES... 6 V. REFERENCES... 8 APPENDIX A Maps Vicinity Map APPENDIX B Water Water Calculations APPENDIX C Sanitary Sewer Sanitary Sewer Calculations APPENDIX D Plans Overall Utility Plan A P P E N D I C E S t 0.6. f 0.6.9 West nd Avenue, Denver, Colorado 80 www.jansenstrawn.com

Willow Bend Phase February 0, 0 Page I. INTRODUCTION The purpose of this Final Utility Report is to analyze the impact of the proposed Phase development of the Willow Bend subdivision on the existing water and sanitary sewer infrastructure and adequately size proposed infrastructure to service the users of this development. II. GENERAL LOCATION AND DESCRIPTION A. Site Location The Willow Bend Subdivision (Site) is located in the southeast quarter of Section 8, Township South, Range 67 West of the Sixth Principal Meridian, Adams County, Colorado. The site lies to the north of East th Avenue and west of Holly Street. The Lewis Pointe subdivision under construction is located adjacent to the South and existing large estate residential located east and west of the site. Undeveloped property and the E70 highway are located to the north. See Appendix A for the vicinity and phasing map. B. Description of Property An overall Conceptual Site Plan (CSP) for the Willow Bend subdivision was approved in January 00 and an amendment to the CSP is currently under administrative review by the City of Thornton. The Willow Bend subdivision is currently being platted which is also under review by the City of Thornton. The overall site consists of approximately 0 acres of land proposed to be developed into single family detached residential units, two City parks, a school site, and drainage improvements to the Todd Creek drainage channel. Phase consists of approximately 0 single family detached lots, a portion of one City park and improvements to the Todd Creek drainage channel. Phase - consists of approximately 0 single family detached lots and a portion of one City park. This report addresses the site s utility improvement for all phases. The existing site is undeveloped farmland with two farm ponds and an irrigation ditch in the northwest corner of the site. The site has experienced limited oil and gas development with five capped wells. The topography slopes gradually from southwest to northeast. III. EXISTING UTILITIES A. Potable Water System t 0.6. f 0.6.9 West nd Avenue, Denver, Colorado 80 www.jansenstrawn.com

Willow Bend Phase February 0, 0 Page Information regarding existing water facilities has been gathered from the City of Thornton, utility locates in the field and approved Construction Plans for the Lewis Pointe subdivision currently under construction to the South. According to these sources, the subject property is located within Pressure Zone H. This zone has a hydraulic grade line (HGL) of,6 feet. The highest anticipated ground elevation after grading is,80 feet and the lowest developable elevation on the site is,. Based on this information, the highest static pressure on the site has been calculated to be psi and the lowest static pressure is 9 psi. An existing City of Thornton 6 inch water main is located within Holly Street which currently terminates near st Avenue to the south of the Willow Bend development. The Lewis Pointe subdivision to the south of the site is currently extending this 6 water main north along Holly Street. This report assumes this line is existing and if it is not constructed prior to the Willow Bend construction the developer will be responsible to extend the 6 inch waterline within Holly Street along the Lewis Pointe subdivision up to the intersection of th and Holly Street. Also, an 8 water at the intersection of Fairfax Drive and th Avenue has already been built as part of the Lewis Pointe subdivision. In addition to the City of Thornton water main, a Highplains Water Association inch water main line is located within Holly Street to the east of the site and East th Avenue to the south of the site. This main will be relocated outside of the paved area anticipated for Holly Street and th Avenue. The Lewis Pointe subdivision is relocating the inch main within th to the south side of the right-of-way. The Willow Bend subdivision will relocate the main outside of future Holly Street. B. Sanitary Sewer The Willow Bend site is located in the Todd Creek sanitary outfall system. A Master Sanitary Sewer Outfall study has been completed by the City of Thornton that includes the Willow Bend subdivision. The construction of the required downstream sanitary system is currently under construction through the Parterre Metropolitan District. It is anticipated that the downstream infrastructure will be completed by early 0 which provides a sanitary sewer stub at Holly Street near the northeast corner of the site. If this infrastructure is not completed prior to construction of Willow Bend, the project developer will be responsible to construct the infrastructure. t 0.6. f 0.6.9 West nd Avenue, Denver, Colorado 80 www.jansenstrawn.com

Willow Bend Phase February 0, 0 Page 6 IV. PROPOSED UTILITIES Willow Bend is planned to be constructed in three Phases. Each phase will require looped water system and sanitary sewer outfall. Utilities for Willow Bend are addressed within this report. A. Potable Water System This project shall rely on the existing 8 inch water main stub located at the intersection of Fairfax Drive and th Avenue, as well as an existing 6 water main located within Holly Street that is currently under construction. The first connection will be at th Avenue & Holly Street where the 6 inch main will be continued north along Holly Street to a future roadway entrance and looped back. The second connection will be to an 8 inch stub in th Avenue and Fairfax Drive where the system extends into the Lewis Point subdivision. The Holly Street main will be stubbed for future tie-in north of the project. All waterlines are looped except at cul-de-sac locations as shown on the attached Utility Map. All waterline mains will be 8 PVC except in Holly Street where 6 ductile iron pipe will be utilized. All fire hydrant connections will be 6 ductile iron pipe except where hydrants are temporarily placed at the end of waterline mains. A WaterCAD model was prepared for Willow Bend utilizing the model from Lewis Point Phase & (pressure zone A) using City of Thornton criteria and the following scenarios within Zone H: Average Day - Max Pressure=00 psi, Min Pressure=0 psi Max Daily + Fire Flow - Min Pressure=0 psi, Max Velocity=. fps Peak Hour - Min Pressure = 0 psi, Max Velocity= fps Fire Flow Rate =,00 gpm Design criteria used is as follows:. persons per dwelling Average Day = 0 gallons per person per day Maximum Monthly =.8 x Average Day Maximum Daily =. x Average Day Maximum Hourly =.76 x Average Day Water demands for each water node were determined using the above criteria and scenarios. Based on the model the peak hour max pressure is 88. psi and the min pressure is 60. psi. The maximum daily plus fire flow scenario yielded a min pressure of t 0.6. f 0.6.9 West nd Avenue, Denver, Colorado 80 www.jansenstrawn.com

Willow Bend Phase February 0, 0 Page 7. psi with a max velocity of.0 fps. The max pressure for all scenarios is found in the northeast corner of the site at Junction J-6 and the minimum pressure is found in the south-central portion of the site within a cul-de-sac at Junction J-. Based on the high pressures, PRVs have been proposed at both points of connection to Lewis Pointe waterlines located near Fairfax Drive and th Avenue as well as Holly Street and th Avenue. The proposed PRVs will reduce the pressure from zone A to zone H. Detailed results can be found in Appendix B. The proposed waterline will cross the Todd Creek drainage at th Lane at which point it will be encased per criteria. Cathodic protection will be installed per the geotech report. B. Sanitary Sewer The sanitary sewer has been designed to meet City of Thornton Standards and Specifications. The entire Willow Bend subdivision ties to a proposed inch sanitary sewer main line currently under construction at Holly Street south of E70. This main is being constructed as part of the North Holly Interceptor plans by the Parterre Metropolitan District. A design for this outfall was completed by Jansen Strawn Consulting Engineers. Criteria used is as follows:. persons per dwelling Average Day (F) = 80 gallons per person per day Peaking factor =.7 / (F 0.9 ) [. max,.0 min] Design Slope for 8 pipe between 0.0% and.00% Velocity between and 0 feet per second Design capacity for pipes smaller = 0% maximum capacity The Willow Bend site, including a future school, has been analyzed as three overall basins connecting to the North Holly Interceptor main on the northwest portion of the site. A future muli-family and single-family development to the northwest of the site has been accounted for in the sanitary sewer design. The basin contains all lots within the entire development consisting of 0 dwelling units. The average flow for the basin is 0. million gallons per day (mgd). Eight and twelve inch mains shall adequately serve these basins utilizing minimum slopes as shown in the calculations within the appendix. The proposed sanitary sewer will cross the Todd Creek drainage at th Lane, 8 th Avenue, and Signal Ditch Parkway, at which points it will be encased per criteria. Cathodic protection will be installed per the geotech report. t 0.6. f 0.6.9 West nd Avenue, Denver, Colorado 80 www.jansenstrawn.com

Willow Bend Phase February 0, 0 Page 8 V. REFERENCES. City of Thornton Standards and Specifications, City of Thornton, October 0.. Water and Wastewater Systems Master Plan City of Thornton, The Engineering Company, May 00. Final Utility Report Lewis Pointe Subdivision Phase &, Jansen Strawn Consulting Engineers, November 0. t 0.6. f 0.6.9 West nd Avenue, Denver, Colorado 80 www.jansenstrawn.com

APPENDIX A Maps Vicinity and Subdivision Map t 0.6. f 0.6.9 West nd Avenue, Denver, Colorado 80 www.jansenstrawn.com

APPENDIX B Domestic Water Water Demands WaterCAD Plan View WaterCAD Output t 0.6. f 0.6.9 West nd Avenue, Denver, Colorado 80 www.jansenstrawn.com

Willow Bend - All Phases Water Demand Calculations Date: /8/0 Prepared by: JGL Persons/Unit =. Average Day Demand = 0 gpdpp Maximum Daily Demand =. x Average Day Demand Maximum Hourly Demand =.76 x Average Day Demand Fire Demand = 000 gpm Demand Number of Average Day Maximum Daily Maximum Hourly Junction units Persons gpd gpm gpd gpm gpd gpm J0 0 0.00 0 0.0 0 0.0 0 0.0 J0 0 0.00 0 0.0 0 0.0 0 0.0 J0 0 0.00 0 0.0 0 0.0 0 0.0 J0 0 0.00 0 0.0 0 0.0 0 0.0 J06 0 0.00 0 0.0 0 0.0 0 0.0 J07 0 0.00 0 0.0 0 0.0 0 0.0 J08 0 0.00 0 0.0 0 0.0 0 0.0 J09 0 0.00 0 0.00 0 0.00 0 0.00 J0 0.,.,968. 8,9 6. J 0.0,7.6 6,60. 9,808 0.7 J 0 0.00 0 0.0 0 0.0 0 0.0 J 7.,6.,9 8. 0,866. J 8 7.60,0.9,8 9.,86 6.6 J 0.0,7.6 6,60. 9,808 0.7 J6 9.0,68.,90 0. 6,87 8.6 J7 6.0 8,80.8 6,96 8. 7,69. J8 9 6. 9,8 6.8,6.9 6,6 9. J9 7. 0,868 7.,776. 6,97. J0 7 8.6 8,798 6. 8, 9.6 0,67. J 6 0.70,0. 9,96 6.9 7,88. J.80,070. 6,6.6,9 8. J 8 7.60,0.9,8 9.,86 6.6 J 9.0,68.,90 0. 6,87 8.6 J 0.0,7.6 6,60. 9,808 0.7 J6.80,070. 6,6.6,9 8. J7 7.,6.,9 8. 0,866. J8.0 6,0. 9,87.8,770.8 J9 8.0 7,.0,8 6.,7 9.0 J0.7 7,76.,80 7.,7. J 0 69.00 0,0 7.,0.0 9,66. J 8 7.60,0.9,8 9.,86 6.6 J 8 7.60,0.9,8 9.,86 6.6 J 9.0,68.,90 0. 6,87 8.6 J.8 6,78.7,8.0 8,70 6.9 J6 6.0 8,80.8 6,96 8. 7,69. J7 0.0,7.6 6,60. 9,808 0.7 J8 7.,6.,9 8. 0,866. J9 7.9,69.0 8,6.7,789.8 J0 7.,6.,9 8. 0,866. of

Willow Bend - All Phases Water Demand Calculations J 9.0,68.,90 0. 6,87 8.6 J.0 6,0. 9,87.8,770.8 J 9.0,68.,90 0. 6,87 8.6 J 7.,6.,9 8. 0,866. J 9.0,68.,90 0. 6,87 8.6 J6 8 7.60,0.9,8 9.,86 6.6 J7 0.0,7.6 6,60. 9,808 0.7 J8 7.9,69.0 8,6.7,789.8 J9 7.9,69.0 8,6.7,789.8 J0.80,070. 6,6.6,9 8. J 7.,88.8 8,80.8,90 0. J.7 7,76.,80 7.,7. J 8.0 7,.0,8 6.,7 9.0 J 9.0,68.,90 0. 6,87 8.6 J 7.,6.,9 8. 0,866. J6.80,070. 6,6.6,9 8. J7 0.,.,968. 8,9 6. J8 0.0,7.6 6,60. 9,808 0.7 J9 7.,88.8 8,80.8,90 0. J60 9.0,68.,90 0. 6,87 8.6 J6 9 6. 9,8 6.8,6.9 6,6 9. J6 9.0,68.,90 0. 6,87 8.6 J6 8.0 7,.0,8 6.,7 9.0 J6 8 7.60,0.9,8 9.,86 6.6 Totals 9 9.7 69.9.7 of

7 66 6 6 6 6 6 60 9 8 7 6 67 0 0 9 8 7 6 68 9 0 7 69 STREET U 7 70 6 7 6 7 8 6 7 7 6 7 8 9 9 7 8 9 0 9 8 0 STREET C 0 6 7 8 9 8 9 6 7 8 9 0 6 7 8 9 7 STREET V 8 STREET V 6 7 8 0 7 6 6 0 6 9 7 0 6 7 0 0 8 6 9 STREET W 9 7 6 8 9 6 8 9 8 7 6 7 0 6 7 6 6 0 7 8 STREET X 0 9 9 9 8 6 8 7 7 6 7 0 8 8 0 9 9 0 8 7 7 9 6 8 7 6 6 STREET Y 6 0 9 8 6 7 7 0 9 0 6 7 8 6 8 9 0 6 0 9 8 7 0 9 6 7 6 9 8 6 6 6 7 8 6 7 7 8 8 7 6 9 9 7 8 8 9 7 7 8 6 9 0 0 8 9 0 9 0 9 8 7 6 0 TRACT J 0 9 8 7 6 6 7 8 9 0 7 6 0 9 8 8 6 7 8 9 0 BRADLEY PARKWAY 9 0 6 7 8 7 6 6 7 0 8 9 TRACT J 9 0 6 7 8 9 0 6 7 8 0 6 7 8 9 TRACT J WillowBend Scenario: Average Day J-7 J-7 STREET V J-6 J- J- J- J- STREET Z BRADLEY PARKWAY J-8 J-9 J-6 STREET U J- J-6 J- J- J- J- FAIRFAX DRIVE J- STREET K J- J- STREET S J-0 J-0 J-9 STREET S J-7 J- J-0 J-9 J- STREET R STREET H STREET N J-8 J-6 J-0 STREET C STREET G J-9 STREET B J- FAIRFAX DRIVE J-0 STREET Q STREET H STREET K J-7 J-8 CREEK J-6 STREET P J-9 J- STREET C J-8 STREET F J-7 S. MCINTYRE ST. J- J- J-9 J- J- STREET K J-6 STREET M J- TODD J-6 J- STREET P J-7 STREET N STREET O HOLLY STREET J-8 STREET E STREET F STREET F J-6 J- J-8 STREET D S. MCINTYRE ST. J-6 TRACT L FAIRFAX DRIVE STREET I J- J- STREET J STREET K J- J- STREET L J-60 STREET P STREET N J-6 HOLLY ST S. MCINTYRE ST. STREET L STREET N J- J- TH AVE /0/0 7 Siemon Company Drive Suite 00 W Watertown, CT 0679 USA Page of

Active Scenario: Average Day Id Label Elevation Hydraulic Grade Pressure (psi) Demand J-,7.,6.0 6.6 67. J-,68.7,6.0 6.7 67. J-,9.,6.0 80.7 0.00 7 J-,.,6.0 88.6 0.00 9 J-6,.,.9 87.6 0.00 J-7,9.,.9 80.8 0.00 J-8,6.,.9 66.0 0.00 J-9,.9,.9 69.6 0.00 7 J-0,.,.9 7..08 9 J-,.6,.9 7..60 J-,.,.9 8. 0.00 J-,.7,.9 70.6. 6 J-,0.8,.9 7..88 8 J-,8.7,.9 7..60 0 J-6,6.6,.9 7.. J-7,8.,.9 7.6.76 J-8,.,.9 7. 6.8 6 J-9,9.,.9 80.8 7.6 8 J-0,7.8,.9 8.7 6. Page of

Active Scenario: Average Day Id Label Elevation Hydraulic Grade Pressure (psi) Demand 60 J-,9.,.9 8.0.6 6 J-,66.,.9 6.8. 6 J-,6.8,.9 6..88 6 J-,6.9,.9 66.6. 67 J-,9.0,.9 67.9.60 7 J-6,.,.9 7.6. 7 J-7,.,.9 78.. 77 J-8,0.,.9 80.. 79 J-9,0.,.9 8.7.0 8 J-0,.,.9 86.9.0 8 J-,0.,.9 8.7 7.0 89 J-,.,.9 8.7.88 9 J-,8.6,.9 8.0.88 9 J-,6.,.9 77.6. 9 J-,.6,.9 7..68 97 J-6,.,.9 69.9.76 99 J-7,0.,.9 7..60 0 J-8,7.,.9 68.7. 0 J-9,.,.9 7.7.96 Page of

Active Scenario: Average Day Id Label Elevation Hydraulic Grade Pressure (psi) Demand 0 J-0,.0,.9 70.. 07 J-,8.6,.9 7.. 0 J-,0.9,.9 7.. J-,6.,.9 69.. J-,9.6,.9 67.6. 6 J-,6.,.9 6.. 8 J-6,70.0,.9 6..88 0 J-7,69.,.9 6..60 J-8,70.,.9 6..96 J-9,.,.9 70..96 J-0,6.,.9 69.0. 7 J-,8.,.9 76.8.80 J-,.,.9 7.7.0 J-,8.8,.9 76.6.0 J-,.6,.9 78.9. 7 J-,9.,.9 80.8. 0 J-6,9.0,.9 76.. J-7,.0,.9 7.7.08 J-8,6.,.9 8.0.60 Page of

Active Scenario: Average Day Id Label Elevation Hydraulic Grade Pressure (psi) Demand 6 J-9,.7,.9 8..80 7 J-60,.,.9 70.9. 76 J-6,9.7,.9 67.6 6.8 79 J-6,.,.9 79.8. 8 J-6,7.7,.9 6.9.0 8 J-6,6.6,.9 66..88 Page of

Active Scenario: Average Day Id Label Scaled Length Start Node Stop Node Diameter (in) Material Hazen- Williams C Minor Loss 6 P-,08 : J- : J- 6.0 Ductile Iron 0.0.00 09. 0.7 0.000 8 P-,0 : J- 7: J- 6.0 Ductile Iron 0.0.00 09. 0.7 0.000 0 P-,000 7: J- 9: J-6.0 PVC 0.0.00 09. 0. 0.000 P- 8 9: J-6 : J-7.0 PVC 0.0.00 8.8 0.7 0.000 P-6 9 : J- : J-8 8.0 PVC 0.0.00 8.8 0. 0.000 6 P-7 9 : J-8 : J-9 8.0 PVC 0.0.00 9.90 0. 0.000 8 P-8 89 : J-9 7: J-0 8.0 PVC 0.0.00 9.8 0.06 0.000 0 P-9 7: J-0 9: J- 8.0 PVC 0.0.00 -.87 0.0 0.000 P-0 6 9: J- : J- 8.0 PVC 0.0.00-7.06 0. 0.000 P- 98 : J- 9: J-6 8.0 PVC 0.0.00-0. 0. 0.000 P- 99 : J-9 : J- 8.0 PVC 0.0.00.0 0.0 0.000 7 P- : J- 6: J- 8.0 PVC 0.0.00 7.9 0. 0.000 9 P- 6 6: J- 8: J- 8.0 PVC 0.0.00 9.6 0.06 0.000 P- 9 8: J- 0: J-6 8.0 PVC 0.0.00.8 0.09 0.000 P-6 00 0: J-6 : J-7 8.0 PVC 0.0.00 7.6 0. 0.000 P-7 60 : J-7 : J-8 8.0 PVC 0.0.00.60 0.0 0.000 7 P-8 67 : J-8 6: J-9 8.0 PVC 0.0.00 -.9 0.0 0.000 9 P-9 769 6: J-9 8: J-0 8.0 PVC 0.0.00 -.6 0.08 0.000 6 P-0 0 8: J-0 60: J- 8.0 PVC 0.0.00.6 0.0 0.000 Flow Velocity (ft/s) Headloss Gradient (ft/ft) Page of

Active Scenario: Average Day Id Label Scaled Length Start Node Stop Node Diameter (in) Material Hazen- Williams C Minor Loss 6 P- 6 6: J- 6: J- 8.0 PVC 0.0.00 -. 0.0 0.000 66 P- 7 6: J- 6: J- 8.0 PVC 0.0.00 7.7 0.0 0.000 68 P- 8 6: J- 67: J- 8.0 PVC 0.0.00 8.98 0.06 0.000 70 P- 8 6: J- : J- 8.0 PVC 0.0.00 -.69 0.07 0.000 7 P-6 97 6: J- 6: J- 8.0 PVC 0.0.00 -.8 0.0 0.000 7 P-7 98 67: J- 8: J- 8.0 PVC 0.0.00 -. 0.0 0.000 7 P-8 77 8: J- 7: J-6 8.0 PVC 0.0.00 -.86 0.08 0.000 76 P-9 8 7: J-6 7: J-7 8.0 PVC 0.0.00-6.0 0.0 0.000 78 P-0 7: J-7 77: J-8 8.0 PVC 0.0.00 -.99 0.0 0.000 80 P- 8 77: J-8 79: J-9 8.0 PVC 0.0.00.07 0.0 0.000 8 P- 0 79: J-9 8: J-0 8.0 PVC 0.0.00 7. 0.0 0.000 8 P- 8 8: J-0 8: J- 8.0 PVC 0.0.00-7.90 0.0 0.000 8 P- 67 8: J- 79: J-9 8.0 PVC 0.0.00 7.0 0.0 0.000 86 P- 8: J-0 8: J-0 8.0 PVC 0.0.00-0.90 0. 0.000 87 P-6 0 8: J-0 8: J- 8.0 PVC 0.0.00 -.06 0.07 0.000 88 P-7 87 8: J- : J- 8.0 PVC 0.0.00 -.6 0. 0.000 90 P-8 8 : J- 89: J- 8.0 PVC 0.0.00-0.0 0.00 0.000 9 P-9 6 89: J- 9: J- 8.0 PVC 0.0.00 7.6 0.0 0.000 9 P-0 78 9: J- 9: J- 8.0 PVC 0.0.00. 0.07 0.000 Flow Velocity (ft/s) Headloss Gradient (ft/ft) Page of

Active Scenario: Average Day Id Label Scaled Length Start Node Stop Node Diameter (in) Material Hazen- Williams C Minor Loss 96 P- 8 9: J- 9: J- 8.0 PVC 0.0.00 0.88 0.07 0.000 98 P- 70 9: J- 97: J-6 8.0 PVC 0.0.00. 0.0 0.000 00 P- 0 97: J-6 99: J-7 8.0 PVC 0.0.00 6.9 0.0 0.000 0 P- 9 99: J-7 0: J-8 8.0 PVC 0.0.00. 0.0 0.000 0 P- 6 9: J- 0: J-9 8.0 PVC 0.0.00 -.79 0.0 0.000 06 P-6 77 0: J-9 0: J-0 8.0 PVC 0.0.00 -.0 0.0 0.000 08 P-7 69 0: J-0 07: J- 8.0 PVC 0.0.00 -.78 0.0 0.000 09 P-8 68 07: J- 99: J-7 8.0 PVC 0.0.00-0.8 0.0 0.000 P-9 69 0: J-9 0: J- 8.0 PVC 0.0.00 -. 0.0 0.000 P-0 68 0: J- : J- 8.0 PVC 0.0.00-0. 0.07 0.000 P- 70 : J- : J- 8.0 PVC 0.0.00 -.6 0.09 0.000 7 P- : J- 6: J- 8.0 PVC 0.0.00-9.86 0. 0.000 P- 7 8: J-6 0: J-7 8.0 PVC 0.0.00.89 0.09 0.000 P- 69 0: J-7 : J-8 8.0 PVC 0.0.00.7 0.09 0.000 6 P-7 78 : J-9 0: J-0 8.0 PVC 0.0.00.0 0.0 0.000 7 P-8 87 : J-8 6: J- 8.0 PVC 0.0.00.9 0.9 0.000 8 P-9 6 6: J- 8: J-6 8.0 PVC 0.0.00.90 0.08 0.000 9 P-60 : J- 0: J-7 8.0 PVC 0.0.00.9 0.0 0.000 0 P-6 88 : J-9 : J- 8.0 PVC 0.0.00 -. 0.0 0.000 Flow Velocity (ft/s) Headloss Gradient (ft/ft) Page of

Active Scenario: Average Day Id Label Scaled Length Start Node Stop Node Diameter (in) Material Hazen- Williams C Minor Loss P-6 : J- : J-8 8.0 PVC 0.0.00-0.8 0.0 0.000 P-6 69 0: J- : J-9 8.0 PVC 0.0.00.6 0.0 0.000 P-6 8 : J-9 : J-0 8.0 PVC 0.0.00. 0.0 0.000 8 P-67 7: J-6 7: J- 8.0 PVC 0.0.00.80 0.0 0.000 9 P-68 00 7: J-7 7: J-0 8.0 PVC 0.0.00 -.6 0.09 0.000 0 P-69 6 77: J-8 9: J- 8.0 PVC 0.0.00 -.8 0.09 0.000 P-70 7 97: J-6 : J- 8.0 PVC 0.0.00-7.8 0.0 0.000 P-7 6 : J- : J- 8.0 PVC 0.0.00-6. 0.0 0.000 6 P-7 69 : J- : J- 8.0 PVC 0.0.00 -. 0.09 0.000 8 P-7 90 : J- 7: J- 8.0 PVC 0.0.00 -. 0.6 0.000 9 P-7 00 7: J- : J-7 8.0 PVC 0.0.00-8.8 0.8 0.000 P-7 6 7: J- 0: J-6 8.0 PVC 0.0.00 6. 0.0 0.000 P-76 7 0: J-6 : J-7 8.0 PVC 0.0.00.08 0.0 0.000 P-77 66 7: J- : J-8 8.0 PVC 0.0.00.6 0.0 0.000 7 P-78 90 : J-8 6: J-9 8.0 PVC 0.0.00.80 0.0 0.000 8 P-79 7 89: J- : J-8 8.0 PVC 0.0.00-0. 0.07 0.000 9 P-80 9 9: J- : J- 8.0 PVC 0.0.00-6.8 0.0 0.000 60 P-8 6 9: J- : J- 8.0 PVC 0.0.00 -.89 0.0 0.000 6 P-8 0 07: J- 9: J- 8.0 PVC 0.0.00-8.0 0.0 0.000 Flow Velocity (ft/s) Headloss Gradient (ft/ft) Page of

Active Scenario: Average Day Id Label Scaled Length Start Node Stop Node Diameter (in) Material Hazen- Williams C Minor Loss 6 P-8 8 9: J- : J- 8.0 PVC 0.0.00-7. 0.0 0.000 6 P-8 00 : J- 0: J-6 8.0 PVC 0.0.00 -.69 0.09 0.000 66 P-8 6 6: R- : J- 6.0 Ductile Iron 0.0.00 76.7 0.8 0.000 7 P-87 7 67: J- 7: J-60 8.0 PVC 0.0.00 9.6 0.06 0.000 7 P-88 7: J-60 0: J-6 8.0 PVC 0.0.00 6.8 0.0 0.000 77 P-89 6 : J-7 76: J-6 8.0 PVC 0.0.00.9 0.0 0.000 78 P-90 66 76: J-6 : J-8 8.0 PVC 0.0.00 -. 0.0 0.000 80 P-9 9 6: J-9 79: J-6 8.0 PVC 0.0.00.6 0.0 0.000 8 P-9 60 79: J-6 : J-7 8.0 PVC 0.0.00 -.68 0.0 0.000 8 P-9 6: J- 8: J-6 8.0 PVC 0.0.00 9.90 0.06 0.000 8 P-9 09 8: J-6 8: J-6 8.0 PVC 0.0.00.86 0.0 0.000 86 P-9 8 : J-8 8: J-6 8.0 PVC 0.0.00 8.67 0.06 0.000 87 P-96 0 8: J-6 : J-9 8.0 PVC 0.0.00.79 0.0 0.000 98 P-97 9 97: R- : J-.0 PVC 0.0 0.00.9 0. 0.000 Flow Velocity (ft/s) Headloss Gradient (ft/ft) Page of

Active Scenario: Max Day Id Label Elevation Hydraulic Grade Pressure (psi) Demand J-,7.,.9 6.6.7 J-,68.7,.9 6.7.7 J-,9.,.7 80.6 0.00 7 J-,.,.6 88. 0.00 9 J-6,.,. 87. 0.00 J-7,9.,. 80. 0.00 J-8,6.,.0 6.6 0.00 J-9,.9,.8 69. 0.00 7 J-0,.,.8 7.8. 9 J-,.6,.8 7.9.0 J-,.,.9 8.7 0.00 J-,.7,.8 70. 8.0 6 J-,0.8,.7 70.9 9.0 8 J-,8.7,.7 7.8.0 0 J-6,6.6,.7 7.7 0. J-7,8.,.7 7. 8.0 J-8,.,.7 70.6.8 6 J-9,9.,.7 80.. 8 J-0,7.8,.7 8. 9. Page of

Active Scenario: Max Day Id Label Elevation Hydraulic Grade Pressure (psi) Demand 60 J-,9.,.7 8. 6.90 6 J-,66.,.8 6..60 6 J-,6.8,.8 6.9 9.0 6 J-,6.9,.7 66. 0. 67 J-,9.0,.7 67..0 7 J-6,.,.8 7..60 7 J-7,.,.8 77.7 8.0 77 J-8,0.,.8 79.8.80 79 J-9,0.,.8 8. 6.0 8 J-0,.,.8 86. 7. 8 J-,0.,.8 8..00 89 J-,.,.9 8. 9.0 9 J-,8.6,.9 80.6 9.0 9 J-,6.,.9 77. 0. 9 J-,.6,.8 7.7.9 97 J-6,.,.8 69. 8.0 99 J-7,0.,.8 7..0 0 J-8,7.,.8 68. 8.0 0 J-9,.,.8 7..6 Page of

Active Scenario: Max Day Id Label Elevation Hydraulic Grade Pressure (psi) Demand 0 J-0,.0,.8 70.0 8.0 07 J-,8.6,.8 7.9 0. 0 J-,0.9,.8 70.9.80 J-,6.,.8 68.7 0. J-,9.6,.9 67. 8.0 6 J-,6.,.9 6. 0. 8 J-6,70.0,.9 6.7 9.0 0 J-7,69.,.9 6..0 J-8,70.,.8 6.6.6 J-9,.,.8 69.8.6 J-0,6.,.8 68..60 7 J-,8.,.8 76..7 J-,.,.9 7. 7. J-,8.8,.9 76. 6.0 J-,.6,.9 78. 0. 7 J-,9.,.9 80. 8.0 0 J-6,9.0,.9 76..60 J-7,.0,.9 7.. J-8,6.,.9 8.6.0 Page of

Active Scenario: Max Day Id Label Elevation Hydraulic Grade Pressure (psi) Demand 6 J-9,.7,.9 8.7.7 7 J-60,.,.7 70. 0. 76 J-6,9.7,.7 67..8 79 J-6,.,.7 79. 0. 8 J-6,7.7,.9 6. 6.0 8 J-6,6.6,.8 6.9 9.0 Page of

Active Scenario: Max Day Id Label Scaled Length Start Node Stop Node Diameter (in) Material Hazen- Williams C Minor Loss 6 P-,08 : J- : J- 6.0 Ductile Iron 0.0.00 8.79 0.6 0.000 8 P-,0 : J- 7: J- 6.0 Ductile Iron 0.0.00 8.79 0.6 0.000 0 P-,000 7: J- 9: J-6.0 PVC 0.0.00 8.79 0.99 0.000 P- 8 9: J-6 : J-7.0 PVC 0.0.00 86.7 0. 0.000 P-6 9 : J- : J-8 8.0 PVC 0.0.00 7.06.7 0.00 6 P-7 9 : J-8 : J-9 8.0 PVC 0.0.00 8. 0.8 0.000 8 P-8 89 : J-9 7: J-0 8.0 PVC 0.0.00.9 0.0 0.000 0 P-9 7: J-0 9: J- 8.0 PVC 0.0.00-8.7 0. 0.000 P-0 6 9: J- : J- 8.0 PVC 0.0.00 -. 0. 0.000 P- 98 : J- 9: J-6 8.0 PVC 0.0.00-6..0 0.00 P- 99 : J-9 : J- 8.0 PVC 0.0.00 99.79 0.6 0.000 7 P- : J- 6: J- 8.0 PVC 0.0.00. 0. 0.000 9 P- 6 6: J- 8: J- 8.0 PVC 0.0.00 9.8 0.9 0.000 P- 9 8: J- 0: J-6 8.0 PVC 0.0.00.98 0.9 0.000 P-6 00 0: J-6 : J-7 8.0 PVC 0.0.00 6.0 0.6 0.000 P-7 60 : J-7 : J-8 8.0 PVC 0.0.00 7.70 0. 0.000 7 P-8 67 : J-8 6: J-9 8.0 PVC 0.0.00 -. 0.07 0.000 9 P-9 769 6: J-9 8: J-0 8.0 PVC 0.0.00-0. 0.6 0.000 6 P-0 0 8: J-0 60: J- 8.0 PVC 0.0.00 6.90 0.0 0.000 Flow Velocity (ft/s) Headloss Gradient (ft/ft) Page of

Active Scenario: Max Day Id Label Scaled Length Start Node Stop Node Diameter (in) Material Hazen- Williams C Minor Loss 6 P- 6 6: J- 6: J- 8.0 PVC 0.0.00 -.60 0.0 0.000 66 P- 7 6: J- 6: J- 8.0 PVC 0.0.00.9 0. 0.000 68 P- 8 6: J- 67: J- 8.0 PVC 0.0.00 8.7 0.8 0.000 70 P- 8 6: J- : J- 8.0 PVC 0.0.00-7.9 0. 0.000 7 P-6 97 6: J- 6: J- 8.0 PVC 0.0.00 -. 0.0 0.000 7 P-7 98 67: J- 8: J- 8.0 PVC 0.0.00 -.70 0.09 0.000 7 P-8 77 8: J- 7: J-6 8.0 PVC 0.0.00 -.6 0.6 0.000 76 P-9 8 7: J-6 7: J-7 8.0 PVC 0.0.00 -.7 0. 0.000 78 P-0 7: J-7 77: J-8 8.0 PVC 0.0.00 -. 0.08 0.000 80 P- 8 77: J-8 79: J-9 8.0 PVC 0.0.00 7.0 0. 0.000 8 P- 0 79: J-9 8: J-0 8.0 PVC 0.0.00.88 0. 0.000 8 P- 8 8: J-0 8: J- 8.0 PVC 0.0.00 -.0 0.6 0.000 8 P- 67 8: J- 79: J-9 8.0 PVC 0.0.00.9 0. 0.000 86 P- 8: J-0 8: J-0 8.0 PVC 0.0.00-67.00 0. 0.000 87 P-6 0 8: J-0 8: J- 8.0 PVC 0.0.00 -.06 0. 0.000 88 P-7 87 8: J- : J- 8.0 PVC 0.0.00-06. 0.68 0.000 90 P-8 8 : J- 89: J- 8.0 PVC 0.0.00 0.79 0.0 0.000 9 P-9 6 89: J- 9: J- 8.0 PVC 0.0.00.98 0. 0.000 9 P-0 78 9: J- 9: J- 8.0 PVC 0.0.00 6.0 0. 0.000 Flow Velocity (ft/s) Headloss Gradient (ft/ft) Page of

Active Scenario: Max Day Id Label Scaled Length Start Node Stop Node Diameter (in) Material Hazen- Williams C Minor Loss 96 P- 8 9: J- 9: J- 8.0 PVC 0.0.00.6 0. 0.000 98 P- 70 9: J- 97: J-6 8.0 PVC 0.0.00 6. 0. 0.000 00 P- 0 97: J-6 99: J-7 8.0 PVC 0.0.00.09 0. 0.000 0 P- 9 99: J-7 0: J-8 8.0 PVC 0.0.00 8.0 0.0 0.000 0 P- 6 9: J- 0: J-9 8.0 PVC 0.0.00-8.8 0. 0.000 06 P-6 77 0: J-9 0: J-0 8.0 PVC 0.0.00-6.8 0. 0.000 08 P-7 69 0: J-0 07: J- 8.0 PVC 0.0.00-8. 0. 0.000 09 P-8 68 07: J- 99: J-7 8.0 PVC 0.0.00 -. 0.0 0.000 P-9 69 0: J-9 0: J- 8.0 PVC 0.0.00 -.0 0.09 0.000 P-0 68 0: J- : J- 8.0 PVC 0.0.00 -.8 0. 0.000 P- 70 : J- : J- 8.0 PVC 0.0.00 -.7 0.9 0.000 7 P- : J- 6: J- 8.0 PVC 0.0.00-6.8 0.0 0.000 P- 7 8: J-6 0: J-7 8.0 PVC 0.0.00. 0.8 0.000 P- 69 0: J-7 : J-8 8.0 PVC 0.0.00.70 0.7 0.000 6 P-7 78 : J-9 0: J-0 8.0 PVC 0.0.00 6.7 0.0 0.000 7 P-8 87 : J-8 6: J- 8.0 PVC 0.0.00.6 0.9 0.00 8 P-9 6 6: J- 8: J-6 8.0 PVC 0.0.00 7.8 0. 0.000 9 P-60 : J- 0: J-7 8.0 PVC 0.0.00 0.0 0.06 0.000 0 P-6 88 : J-9 : J- 8.0 PVC 0.0.00 -. 0.0 0.000 Flow Velocity (ft/s) Headloss Gradient (ft/ft) Page of

Active Scenario: Max Day Id Label Scaled Length Start Node Stop Node Diameter (in) Material Hazen- Williams C Minor Loss P-6 : J- : J-8 8.0 PVC 0.0.00 -. 0.0 0.000 P-6 69 0: J- : J-9 8.0 PVC 0.0.00.8 0.0 0.000 P-6 8 : J-9 : J-0 8.0 PVC 0.0.00.60 0.0 0.000 8 P-67 7: J-6 7: J- 8.0 PVC 0.0.00.7 0.0 0.000 9 P-68 00 7: J-7 7: J-0 8.0 PVC 0.0.00-7. 0.0 0.000 0 P-69 6 77: J-8 9: J- 8.0 PVC 0.0.00 -.8 0.8 0.000 P-70 7 97: J-6 : J- 8.0 PVC 0.0.00 -.9 0. 0.000 P-7 6 : J- : J- 8.0 PVC 0.0.00-0.7 0. 0.000 6 P-7 69 : J- : J- 8.0 PVC 0.0.00 -. 0.9 0.000 8 P-7 90 : J- 7: J- 8.0 PVC 0.0.00-76.9 0.9 0.000 9 P-7 00 7: J- : J-7 8.0 PVC 0.0.00-86.7.9 0.00 P-7 6 7: J- 0: J-6 8.0 PVC 0.0.00.9 0. 0.000 P-76 7 0: J-6 : J-7 8.0 PVC 0.0.00. 0.0 0.000 P-77 66 7: J- : J-8 8.0 PVC 0.0.00 9.6 0. 0.000 7 P-78 90 : J-8 6: J-9 8.0 PVC 0.0.00.7 0.0 0.000 8 P-79 7 89: J- : J-8 8.0 PVC 0.0.00 -.9 0. 0.000 9 P-80 9 9: J- : J- 8.0 PVC 0.0.00 -. 0. 0.000 60 P-8 6 9: J- : J- 8.0 PVC 0.0.00-8.88 0.06 0.000 6 P-8 0 07: J- 9: J- 8.0 PVC 0.0.00-6. 0.7 0.000 Flow Velocity (ft/s) Headloss Gradient (ft/ft) Page of

Active Scenario: Max Day Id Label Scaled Length Start Node Stop Node Diameter (in) Material Hazen- Williams C Minor Loss 6 P-8 8 9: J- : J- 8.0 PVC 0.0.00 -.06 0. 0.000 6 P-8 00 : J- 0: J-6 8.0 PVC 0.0.00 -.88 0.8 0.000 66 P-8 6 6: R- : J- 6.0 Ductile Iron 0.0.00 6.7 0.90 0.000 7 P-87 7 67: J- 7: J-60 8.0 PVC 0.0.00 0.77 0.0 0.000 7 P-88 7: J-60 0: J-6 8.0 PVC 0.0.00 0. 0. 0.000 77 P-89 6 : J-7 76: J-6 8.0 PVC 0.0.00.69 0.09 0.000 78 P-90 66 76: J-6 : J-8 8.0 PVC 0.0.00-7.6 0.0 0.000 80 P-9 9 6: J-9 79: J-6 8.0 PVC 0.0.00.08 0.0 0.000 8 P-9 60 79: J-6 : J-7 8.0 PVC 0.0.00 -.7 0.0 0.000 8 P-9 6: J- 8: J-6 8.0 PVC 0.0.00.6 0.0 0.000 8 P-9 09 8: J-6 8: J-6 8.0 PVC 0.0.00. 0.0 0.000 86 P-9 8 : J-8 8: J-6 8.0 PVC 0.0.00 7.7 0.8 0.000 87 P-96 0 8: J-6 : J-9 8.0 PVC 0.0.00 8. 0. 0.000 98 P-97 9 97: R- : J-.0 PVC 0.0 0.00 8..8 0.00 Flow Velocity (ft/s) Headloss Gradient (ft/ft) Page of

Active Scenario: Peak Hour Id Label Elevation Hydraulic Grade Pressure (psi) Demand J-,7.,.6 6. 86.0 J-,68.7,.6 6.6 86.0 J-,9.,. 80. 0.00 7 J-,.,.8 88. 0.00 9 J-6,.,.7 86.6 0.00 J-7,9.,. 79.7 0.00 J-8,6.,. 6.8 0.00 J-9,.9,. 68. 0.00 7 J-0,.,. 7.7 6. 9 J-,.6,. 7.9 0.70 J-,.,.6 8.7 0.00 J-,.7,. 69.0.9 6 J-,0.8,. 69.8 6.6 8 J-,8.7,. 70.7 0.70 0 J-6,6.6,. 7.6 8.6 J-7,8.,.0 70.9. J-8,.,.0 69. 9. 6 J-9,9.,.0 79..7 8 J-0,7.8,. 8..9 Page of

Active Scenario: Peak Hour Id Label Elevation Hydraulic Grade Pressure (psi) Demand 60 J-,9.,. 8.. 6 J-,66.,. 6. 8.8 6 J-,6.8,. 6.8 6.6 6 J-,6.9,. 6.0 8.6 67 J-,9.0,. 66. 0.70 7 J-6,.,. 7.0 8.8 7 J-7,.,. 76.6.9 77 J-8,0.,. 78.7.8 79 J-9,0.,. 8. 8.98 8 J-0,.,. 8..0 8 J-,0.,. 8..0 89 J-,.,.6 8. 6.6 9 J-,8.6,.6 79.6 6.6 9 J-,6.,. 76. 8.6 9 J-,.6,. 7.6 6.9 97 J-6,.,. 68.. 99 J-7,0.,. 70. 0.70 0 J-8,7.,. 67..9 0 J-9,.,. 7..77 Page of

Active Scenario: Peak Hour Id Label Elevation Hydraulic Grade Pressure (psi) Demand 0 J-0,.0,. 69.0.9 07 J-,8.6,. 70.9 8.6 0 J-,0.9,. 69.9.8 J-,6.,. 67.7 8.6 J-,9.6,. 66..9 6 J-,6.,.6 6. 8.6 8 J-6,70.0,.6 6.7 6.6 0 J-7,69.,. 6. 0.70 J-8,70.,. 6.6.77 J-9,.,. 68.8.77 J-0,6.,. 67. 8.8 7 J-,8.,. 7. 0. J-,.,. 7..0 J-,8.8,. 7. 8.98 J-,.6,.6 77. 8.6 7 J-,9.,.7 79..9 0 J-6,9.0,.6 7. 8.8 J-7,.0,.6 7. 6. J-8,6.,.6 80.6 0.70 Page of

Active Scenario: Peak Hour Id Label Elevation Hydraulic Grade Pressure (psi) Demand 6 J-9,.7,.6 8.7 0. 7 J-60,.,. 69. 8.6 76 J-6,9.7,.0 6.9 9. 79 J-6,.,.0 78. 8.6 8 J-6,7.7,.6 60. 8.98 8 J-6,6.6,. 6.8 6.6 Page of

Active Scenario: Peak Hour Id Label Scaled Length Start Node Stop Node Diameter (in) Material Hazen- Williams C Minor Loss 6 P-,08 : J- : J- 6.0 Ductile Iron 0.0.00 67.69.00 0.000 8 P-,0 : J- 7: J- 6.0 Ductile Iron 0.0.00 67.69.00 0.000 0 P-,000 7: J- 9: J-6.0 PVC 0.0.00 67.69.78 0.00 P- 8 9: J-6 : J-7.0 PVC 0.0.00.60 0.9 0.000 P-6 9 : J- : J-8 8.0 PVC 0.0.00 88.0. 0.00 6 P-7 9 : J-8 : J-9 8.0 PVC 0.0.00.06.8 0.00 8 P-8 89 : J-9 7: J-0 8.0 PVC 0.0.00 7.98 0.7 0.000 0 P-9 7: J-0 9: J- 8.0 PVC 0.0.00 -.6 0. 0.000 P-0 6 9: J- : J- 8.0 PVC 0.0.00-99.79 0.6 0.000 P- 98 : J- 9: J-6 8.0 PVC 0.0.00-9.09.87 0.00 P- 99 : J-9 : J- 8.0 PVC 0.0.00 79.. 0.00 7 P- : J- 6: J- 8.0 PVC 0.0.00 97.8 0.6 0.000 9 P- 6 6: J- 8: J- 8.0 PVC 0.0.00.0 0. 0.000 P- 9 8: J- 0: J-6 8.0 PVC 0.0.00 8. 0. 0.000 P-6 00 0: J-6 : J-7 8.0 PVC 0.0.00 00.66 0.6 0.000 P-7 60 : J-7 : J-8 8.0 PVC 0.0.00.69 0.0 0.000 7 P-8 67 : J-8 6: J-9 8.0 PVC 0.0.00-0. 0. 0.000 9 P-9 769 6: J-9 8: J-0 8.0 PVC 0.0.00-7. 0.7 0.000 6 P-0 0 8: J-0 60: J- 8.0 PVC 0.0.00. 0.08 0.000 Flow Velocity (ft/s) Headloss Gradient (ft/ft) Page of

Active Scenario: Peak Hour Id Label Scaled Length Start Node Stop Node Diameter (in) Material Hazen- Williams C Minor Loss 6 P- 6 6: J- 6: J- 8.0 PVC 0.0.00-8.8 0.0 0.000 66 P- 7 6: J- 6: J- 8.0 PVC 0.0.00. 0.7 0.000 68 P- 8 6: J- 67: J- 8.0 PVC 0.0.00. 0. 0.000 70 P- 8 6: J- : J- 8.0 PVC 0.0.00-67. 0. 0.000 7 P-6 97 6: J- 6: J- 8.0 PVC 0.0.00-7. 0.8 0.000 7 P-7 98 67: J- 8: J- 8.0 PVC 0.0.00 -.80 0.6 0.000 7 P-8 77 8: J- 7: J-6 8.0 PVC 0.0.00-7.7 0.8 0.000 76 P-9 8 7: J-6 7: J-7 8.0 PVC 0.0.00-9. 0.60 0.000 78 P-0 7: J-7 77: J-8 8.0 PVC 0.0.00 -. 0. 0.000 80 P- 8 77: J-8 79: J-9 8.0 PVC 0.0.00. 0.0 0.000 8 P- 0 79: J-9 8: J-0 8.0 PVC 0.0.00.0 0.8 0.000 8 P- 8 8: J-0 8: J- 8.0 PVC 0.0.00 -.6 0.9 0.000 8 P- 67 8: J- 79: J-9 8.0 PVC 0.0.00 0.9 0.6 0.000 86 P- 8: J-0 8: J-0 8.0 PVC 0.0.00-0.8 0.77 0.000 87 P-6 0 8: J-0 8: J- 8.0 PVC 0.0.00-6.86 0.0 0.000 88 P-7 87 8: J- : J- 8.0 PVC 0.0.00-90.8. 0.00 90 P-8 8 : J- 89: J- 8.0 PVC 0.0.00.9 0.0 0.000 9 P-9 6 89: J- 9: J- 8.0 PVC 0.0.00.90 0.8 0.000 9 P-0 78 9: J- 9: J- 8.0 PVC 0.0.00 6.0 0. 0.000 Flow Velocity (ft/s) Headloss Gradient (ft/ft) Page of

Active Scenario: Peak Hour Id Label Scaled Length Start Node Stop Node Diameter (in) Material Hazen- Williams C Minor Loss 96 P- 8 9: J- 9: J- 8.0 PVC 0.0.00 6.0 0.0 0.000 98 P- 70 9: J- 97: J-6 8.0 PVC 0.0.00 9.6 0.9 0.000 00 P- 0 97: J-6 99: J-7 8.0 PVC 0.0.00 9.67 0. 0.000 0 P- 9 99: J-7 0: J-8 8.0 PVC 0.0.00.9 0.09 0.000 0 P- 6 9: J- 0: J-9 8.0 PVC 0.0.00 -. 0. 0.000 06 P-6 77 0: J-9 0: J-0 8.0 PVC 0.0.00-0.9 0.9 0.000 08 P-7 69 0: J-0 07: J- 8.0 PVC 0.0.00 -.79 0. 0.000 09 P-8 68 07: J- 99: J-7 8.0 PVC 0.0.00 -.8 0.0 0.000 P-9 69 0: J-9 0: J- 8.0 PVC 0.0.00 -.8 0.6 0.000 P-0 68 0: J- : J- 8.0 PVC 0.0.00-60.8 0.8 0.000 P- 70 : J- : J- 8.0 PVC 0.0.00-80.08 0. 0.000 7 P- : J- 6: J- 8.0 PVC 0.0.00 -. 0.7 0.000 P- 7 8: J-6 0: J-7 8.0 PVC 0.0.00 79.8 0. 0.000 P- 69 0: J-7 : J-8 8.0 PVC 0.0.00 76. 0.9 0.000 6 P-7 78 : J-9 0: J-0 8.0 PVC 0.0.00.88 0.08 0.000 7 P-8 87 : J-8 6: J- 8.0 PVC 0.0.00.97.6 0.00 8 P-9 6 6: J- 8: J-6 8.0 PVC 0.0.00 67.96 0. 0.000 9 P-60 : J- 0: J-7 8.0 PVC 0.0.00 7.9 0. 0.000 0 P-6 88 : J-9 : J- 8.0 PVC 0.0.00 -.0 0.0 0.000 Flow Velocity (ft/s) Headloss Gradient (ft/ft) Page of

Active Scenario: Peak Hour Id Label Scaled Length Start Node Stop Node Diameter (in) Material Hazen- Williams C Minor Loss P-6 : J- : J-8 8.0 PVC 0.0.00 -.77 0.0 0.000 P-6 69 0: J- : J-9 8.0 PVC 0.0.00 9.0 0.06 0.000 P-6 8 : J-9 : J-0 8.0 PVC 0.0.00 8.8 0.0 0.000 8 P-67 7: J-6 7: J- 8.0 PVC 0.0.00 0. 0.07 0.000 9 P-68 00 7: J-7 7: J-0 8.0 PVC 0.0.00-8. 0. 0.000 0 P-69 6 77: J-8 9: J- 8.0 PVC 0.0.00-78.69 0.0 0.000 P-70 7 97: J-6 : J- 8.0 PVC 0.0.00 -. 0.8 0.000 P-7 6 : J- : J- 8.0 PVC 0.0.00-6. 0. 0.000 6 P-7 69 : J- : J- 8.0 PVC 0.0.00-8. 0. 0.000 8 P-7 90 : J- 7: J- 8.0 PVC 0.0.00-7.6 0.88 0.00 9 P-7 00 7: J- : J-7 8.0 PVC 0.0.00 -.60. 0.00 P-7 6 7: J- 0: J-6 8.0 PVC 0.0.00 9.6 0.60 0.000 P-76 7 0: J-6 : J-7 8.0 PVC 0.0.00 6. 0.0 0.000 P-77 66 7: J- : J-8 8.0 PVC 0.0.00 89.0 0.7 0.000 7 P-78 90 : J-8 6: J-9 8.0 PVC 0.0.00 0. 0.07 0.000 8 P-79 7 89: J- : J-8 8.0 PVC 0.0.00-7.97 0.7 0.000 9 P-80 9 9: J- : J- 8.0 PVC 0.0.00-7.68 0. 0.000 60 P-8 6 9: J- : J- 8.0 PVC 0.0.00 -.6 0.0 0.000 6 P-8 0 07: J- 9: J- 8.0 PVC 0.0.00-6.9 0.0 0.000 Flow Velocity (ft/s) Headloss Gradient (ft/ft) Page of

Active Scenario: Peak Hour Id Label Scaled Length Start Node Stop Node Diameter (in) Material Hazen- Williams C Minor Loss 6 P-8 8 9: J- : J- 8.0 PVC 0.0.00 -.8 0.6 0.000 6 P-8 00 : J- 0: J-6 8.0 PVC 0.0.00-79. 0. 0.000 66 P-8 6 6: R- : J- 6.0 Ductile Iron 0.0.00,0.7.6 0.00 7 P-87 7 67: J- 7: J-60 8.0 PVC 0.0.00.0 0. 0.000 7 P-88 7: J-60 0: J-6 8.0 PVC 0.0.00 6.77 0. 0.000 77 P-89 6 : J-7 76: J-6 8.0 PVC 0.0.00 6.6 0.7 0.000 78 P-90 66 76: J-6 : J-8 8.0 PVC 0.0.00 -.87 0.08 0.000 80 P-9 9 6: J-9 79: J-6 8.0 PVC 0.0.00 9. 0.06 0.000 8 P-9 60 79: J-6 : J-7 8.0 PVC 0.0.00-9.8 0.06 0.000 8 P-9 6: J- 8: J-6 8.0 PVC 0.0.00 6.86 0.6 0.000 8 P-9 09 8: J-6 8: J-6 8.0 PVC 0.0.00 7.88 0.8 0.000 86 P-9 8 : J-8 8: J-6 8.0 PVC 0.0.00 9.99 0. 0.000 87 P-96 0 8: J-6 : J-9 8.0 PVC 0.0.00. 0. 0.000 98 P-97 9 97: R- : J-.0 PVC 0.0 0.00 87.09.8 0.00 Flow Velocity (ft/s) Headloss Gradient (ft/ft) Page of

Active Scenario: Max Day Plus Fire Label Satisfies Fire Flow Constraints? Fire Flow (Needed) Fire Flow (Available) Flow (Total Needed) Flow (Total Available) Pressure (Calculated Residual Lower Limit) (psi) Pressure (Zone Lower Limit) (psi) Junction w/minimum Pressure (Zone) Junction w/minimum Pressure (System) Is Fire Flow Run Balanced? Velocity of Maximum Pipe (ft/s) J- True,00.00,77.07,7.7,986. 6.0 0.0 8: J-6 8: J-6 True 6.0 J- True,00.00,77.07,7.7,986. 6. 0.0 8: J-6 8: J-6 True. J- True,00.00,8.00,00.00,8.00 78.7 0.0 8: J-6 8: J-6 True.7 J- True,00.00,8.00,00.00,8.00 8.6 0.0 8: J-6 8: J-6 True.6 J-6 True,00.00,8.00,00.00,8.00 8.6 0.0 8: J-6 8: J-6 True.69 J-7 True,00.00,8.00,00.00,8.00 7. 0.0 8: J-6 8: J-6 True.87 J-8 True,00.00,8.87,00.00,8.87.8 0.0 8: J-6 8: J-6 True.0 J-9 True,00.00,8.00,00.00,8.00 6.0 0.0 8: J-6 8: J-6 True 7.8 J-0 True,00.00,8.68,0.,86. 6. 0.0 8: J-6 8: J-6 True 7.0 J- True,00.00,89.6,.0,86. 67. 0.0 8: J-6 8: J-6 True 6.9 J- True,00.00,8.00,00.00,8.00 77.0 0.0 8: J-6 8: J-6 True 6.6 J- True,00.00,909.0,08.0,97.0 8.6 0.0 6: J- 6: J- True.0 J- True,00.00,80.9,09.0,89.69 60. 0.0 6: J- 6: J- True 7.08 J- True,00.00,89.6,.0,86. 6. 0.0 6: J- 6: J- True 7.0 J-6 True,00.00,80.0,0.,860.0 60.8 0.0 6: J- 6: J- True 7.0 J-7 True,00.00,89.,8.0,867. 9.6 0.0 76: J-6 76: J-6 True.0 J-8 True,00.00,9.7,.8,9.60.8 0.0 76: J-6 76: J-6 True.0 Page of

Active Scenario: Max Day Plus Fire Label Satisfies Fire Flow Constraints? Fire Flow (Needed) Fire Flow (Available) Flow (Total Needed) Flow (Total Available) Pressure (Calculated Residual Lower Limit) (psi) Pressure (Zone Lower Limit) (psi) Junction w/minimum Pressure (Zone) Junction w/minimum Pressure (System) Is Fire Flow Run Balanced? Velocity of Maximum Pipe (ft/s) J-9 True,00.00,8.77,.,868.9 6. 0.0 76: J-6 76: J-6 True 6.9 J-0 True,00.00,77.9,9.,790.7. 0.0 76: J-6 76: J-6 True.0 J- True,00.00,77.8,06.90,7.7 6. 0.0 8: J-6 8: J-6 True.0 J- True,00.00,70.,0.60,7.7. 0.0 6: J- 6: J- True.0 J- True,00.00,80.9,09.0,89.69. 0.0 6: J- 6: J- True 7.09 J- True,00.00,80.0,0.,860.0. 0.0 6: J- 6: J- True 7.08 J- True,00.00,89.6,.0,86.. 0.0 6: J- 6: J- True 7.06 J-6 True,00.00,8.,0.60,86.8 6.7 0.0 8: J-6 8: J-6 True 7.0 J-7 True,00.00,80.9,08.0,88.97 68.6 0.0 8: J-6 8: J-6 True 6.96 J-8 True,00.00,88.7,.80,86. 70.9 0.0 8: J-6 8: J-6 True 6.89 J-9 True,00.00,87.8,6.0,86.9 7.6 0.0 8: J-6 8: J-6 True 6.79 J-0 True,00.00,87.,7.,86.66 76.7 0.0 8: J-6 8: J-6 True 6.77 J- True,00.00,8.,.00,868. 7. 0.0 8: J-6 8: J-6 True 6.77 J- True,00.00,80.9,09.0,89.69 7. 0.0 8: J-6 8: J-6 True 6. J- True,00.00,80.9,09.0,89.69 7.0 0.0 8: J-6 8: J-6 True 6.6 J- True,00.00,80.0,0.,860.0 68. 0.0 8: J-6 8: J-6 True 6.9 J- True,00.00,88.9,.9,86. 6.9 0.0 8: J-6 8: J-6 True 6. Page of

Active Scenario: Max Day Plus Fire Label Satisfies Fire Flow Constraints? Fire Flow (Needed) Fire Flow (Available) Flow (Total Needed) Flow (Total Available) Pressure (Calculated Residual Lower Limit) (psi) Pressure (Zone Lower Limit) (psi) Junction w/minimum Pressure (Zone) Junction w/minimum Pressure (System) Is Fire Flow Run Balanced? Velocity of Maximum Pipe (ft/s) J-6 True,00.00,86.97,8.0,86.7 9. 0.0 8: J-6 8: J-6 True 6. J-7 True,00.00,89.6,.0,86. 9. 0.0 8: J-6 8: J-6 True 6.6 J-8 True,00.00,76.67,08.0,7.7 8. 0.0 8: J-6 8: J-6 True.0 J-9 True,00.00,89.7,.6,86.8 66. 0.0 8: J-6 8: J-6 True 7.00 J-0 True,00.00,80.9,08.0,88.97 6.6 0.0 8: J-6 8: J-6 True 6.9 J- True,00.00,80.0,0.,860.0 6.6 0.0 8: J-6 8: J-6 True 6.6 J- True,00.00,88.7,.80,86. 6. 0.0 8: J-6 8: J-6 True 7. J- True,00.00,80.0,0.,860.0 6. 0.0 8: J-6 8: J-6 True 7.8 J- True,00.00,80.9,08.0,88.97 8.7 0.0 8: J-6 8: J-6 True 7. J- True,00.00,80.0,0.,860.0 7.0 0.0 8: J-6 8: J-6 True 7. J-6 True,00.00,80.9,09.0,89.69. 0.0 8: J-6 8: J-6 True 7.9 J-7 True,00.00,89.6,.0,86.. 0.0 8: J-6 8: J-6 True 7. J-8 True,00.00,89.7,.6,86.8.6 0.0 8: J-6 8: J-6 True 7.9 J-9 True,00.00,89.7,.6,86.8 6.0 0.0 8: J-6 8: J-6 True 7. J-0 True,00.00,70.,0.60,7.7. 0.0 8: J-6 8: J-6 True.0 J- True,00.00,78.97,0.7,7.7 6. 0.0 8: J-6 8: J-6 True.0 J- True,00.00,87.,7.,86.66 6. 0.0 8: J-6 8: J-6 True 6.9 Page of

Active Scenario: Max Day Plus Fire Label Satisfies Fire Flow Constraints? Fire Flow (Needed) Fire Flow (Available) Flow (Total Needed) Flow (Total Available) Pressure (Calculated Residual Lower Limit) (psi) Pressure (Zone Lower Limit) (psi) Junction w/minimum Pressure (Zone) Junction w/minimum Pressure (System) Is Fire Flow Run Balanced? Velocity of Maximum Pipe (ft/s) J- True,00.00,87.8,6.0,86.9 67. 0.0 8: J-6 8: J-6 True 6.7 J- True,00.00,80.0,0.,860.0 69.9 0.0 8: J-6 8: J-6 True 6. J- True,00.00,80.9,08.0,88.97 7. 0.0 8: J-6 8: J-6 True 6. J-6 True,00.00,8.,0.60,86.8 6. 0.0 8: J-6 8: J-6 True 6. J-7 True,00.00,7.7,0.,7.7 6. 0.0 8: J-6 8: J-6 True.0 J-8 True,00.00,89.6,.0,86. 7. 0.0 8: J-6 8: J-6 True 6.7 J-9 True,00.00,78.97,0.7,7.7 6.7 0.0 8: J-6 8: J-6 True.0 J-60 True,00.00,80.0,0.,860.0 6.6 0.0 6: J- 6: J- True 7.0 J-6 True,00.00,880.6,.8,90.. 0.0 : J-8 : J-8 True.0 J-6 True,00.00,80.0,0.,860.0 6.0 0.0 76: J-6 76: J-6 True 7. J-6 True,00.00,87.8,6.0,86.9 9.9 0.0 8: J-6 8: J-6 True 7. J-6 True,00.00,80.9,09.0,89.69.0 0.0 : J-8 : J-8 True 7. Page of

APPENDIX C Sanitary Sewer Sanitary Demands and Flows t 0.6. f 0.6.9 West nd Avenue, Denver, Colorado 80 www.jansenstrawn.com

Job No. 0 Sanitary Sewer Demands for Willow Bend Willow Bend Sanitary Sewer Calculations 0/0/0 :9 PM City of Thornton Standards low density (less than DU/acre). people / unit mid density ( to DU/ acre). people / unit high density (more than DU/acre).0 people / unit Residential average demand: 80 gal / person / day Commercial average demand: 600 gal / acre DU = dwelling units Willow Bend Subdivision Planning Area Land Use: DU (AC. for School) People / Unit No. of People Average Demand (gal/person/day) Average Flow (gpd) Average Flow Average Flow (cfs) Used Peaking Factor SFD 8. 980 80 78,8 0..0 7, 0. SFD 9. 669 80, 7 0.08.0 87,0 0.9 A School 0..00 0. 600 6,078 0.0.0,7 0.0 SFD 6. 80 7, 0.0.0 9,89 0.09 Offsite MFD 8.0 7 80 7,7 0 0.09.0 0,0 0. Design Peak flow (q) (cfs) Pipe Size (in) Full Flow Capacity Minimum Pipe Slope (%) Q cap. (cfs) (%) 0. 8 0% 0.0% 0. 0.8 9.7% 0.0 8 0% 0.0% 0. 0.8.9% 0. 8 0% 0.0% 0. 0.8 7.8% 0. 8 0% 0.0% 0. 0.8 6.6% 0. 8 0% 0.0% 0. 0.8 7.% 6 0.7 0% 0.0%.6. 9.7% 7. 0% 0.0%.6..7% Peak Flow (gpd) Peak Flow (cfs) Total=,8 08 0..98 6, 0.8 Q full (cfs) q/q full (%). Dwelling units based on 0.9 AC. of DU/AC and 0.9 AC of 8 DU/AC.. Pipes smaller than " are designed with no more than 0% maximum flow (q/q) per 0 City of Thornton Standards and Specs. Page of 0-Sewer Demands Willow Bend.xlsx

Channel Report Hydraflow Express Extension for Autodesk AutoCAD Civil D by Autodesk, Inc. Friday, Oct 0 0 8 inch Sanitary Sewer Circular Diameter = 0.67 Invert Elev =.00 Slope (%) = 0.0 N-Value = 0.00 Calculations Compute by: Known Q Known Q (cfs) = 0. Highlighted Depth = 0.9 Q (cfs) = 0.0 Area (sqft) = 0. Velocity (ft/s) =.9 Wetted Perim = 0.96 Crit Depth, Yc = 0. Top Width = 0.66 EGL = 0. Elev.00 Section.7.0..00 0.7 0 Reach

Channel Report Hydraflow Express Extension for Autodesk AutoCAD Civil D by Autodesk, Inc. Friday, Oct 0 0 inch Sanitary Sewer Circular Diameter =.00 Invert Elev =.00 Slope (%) = 0.0 N-Value = 0.00 Calculations Compute by: Known Q Known Q (cfs) =.6 Highlighted Depth = 0. Q (cfs) =.60 Area (sqft) = 0. Velocity (ft/s) =.87 Wetted Perim =. Crit Depth, Yc = 0.8 Top Width = 0.99 EGL = 0.66 Elev Section Depth.00.00.0.0.00.00.0 0.0.00 0.00 0.0-0.0 0 Reach

APPENDIX D Plans Overall Utility Plan t 0.6. f 0.6.9 West nd Avenue, Denver, Colorado 80 www.jansenstrawn.com