Engineering Design Manual - Loudoun Water

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Design of Sanitary Sewers Flows Pipe Properties SFD SFA/MF Retail Commercial Industrial Lower Invert (ft) Upper Invert (ft) Q/Qf Actual Velocity (fps) Full Capacity (MGD) Length (ft) Slope (%) Diameter (in) Peak Hour Flow (MGD) Peak Flow Factor Cumulative ADF (gpd) Incremental ADF (gpd) ADF (gpd) SQFT 0.160 gpd/sqft ADF (gpd) SQFT 0.160 gpd/sqft ADF (gpd) SQFT 0.093 gpd/sqft ADF (gpd) Units 280 gpd ADF (gpd) Units 350 gpd Downstream MH Upstream MH "n" = 0.013 Engineering Design Manual, Appendix B September 2010 Page 1 of 2
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Engineering Design Manual September
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TABLE OF CONTENTS PAGE Chapter 1: L
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TABLE OF CONTENTS PAGE Chapter 4: W
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TABLE OF CONTENTS PAGE Chapter 7: C
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TABLE OF CONTENTS PAGE L. Controls
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Chapter 1: Loudoun Water’s Role C
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Chapter 1: Loudoun Water’s Role A
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Chapter 1: Loudoun Water’s Role T
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Chapter 1: Loudoun Water’s Role 1
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Chapter 1: Loudoun Water’s Role c
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Chapter 1: Loudoun Water’s Role S
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Chapter 1: Loudoun Water’s Role F
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Chapter 2: Administration 2.1 Exten
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Chapter 2: Administration Developed
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Chapter 2: Administration C. Protec
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Chapter 2: Administration B. Bond R
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Chapter 3: Application and Plan Pre
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Chapter 4: Water Distribution Chapt
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Chapter 4: Water Distribution Resid
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Chapter 4: Water Distribution deten
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Chapter 4: Water Distribution d. Wi
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Chapter 4: Water Distribution Figur
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Chapter 4: Water Distribution 5. Co
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Chapter 4: Water Distribution 14. L
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Chapter 4: Water Distribution B. Me
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Chapter 4: Water Distribution D. Cr
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Chapter 4: Water Distribution 7. Pi
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Chapter 4: Water Distribution 3. Wh
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Chapter 5: Wastewater Collection 2.
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Chapter 5: Wastewater Collection mo
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Chapter 5: Wastewater Collection B.
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Chapter 5: Wastewater Collection is
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Chapter 5: Wastewater Collection C.
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Chapter 5: Wastewater Collection Pr
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Chapter 5: Wastewater Collection Ma
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Chapter 6: Reclaimed Water Chapter
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Chapter 6: Reclaimed Water 5. Adjoi
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Chapter 6: Reclaimed Water 13. Valv
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Chapter 6: Reclaimed Water 2. Provi
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Chapter 6: Reclaimed Water B. Reuse
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Chapter 6: Reclaimed Water 6.6 Cros
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Chapter 6: Reclaimed Water A. Excav
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Chapter 6: Reclaimed Water 2. All l
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Chapter 7: Community Water Systems
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Chapter 8: Community Wastewater Sys
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Page 134 and 135: Chapter 8: Community Wastewater Sys
Page 136 and 137: Chapter 8: Community Wastewater Sys
Page 139 and 140: Chapter 9: Sewage Pumping Stations
Page 171: Appendix A Appendix A: Application
Page 175 and 176: Checklist for Construction Plans PR
Page 177: Sewer - Plan View 1st sub. 2nd sub.
Page 180 and 181: Item Description Quantity Unit Unit
Page 183: Appendix B Appendix B: Wastewater C
Page 187: Appendix C Appendix C: Easements Gu
Page 190 and 191: D. Blanket Easements The use of “
Page 192 and 193: submitted by the applicant to Loudo
Page 195 and 196: Community Systems Key to Abbreviati
Page 197 and 198: Community Systems Design Review Pro
Page 199 and 200: Community Systems Project Initiatio
Page 201 and 202: 5. Loudoun Water responsibilities:
Page 203 and 204: Community Systems Construction Proc
Page 205 and 206: Community Systems Preconstruction C
Page 207: Appendix E Appendix E: Corrosion Co
Page 210 and 211: Class 1 pipelines represent the hig
Page 212 and 213: . pH values of the soil 50 ppm in
Page 214 and 215: III. Installation Requirements All
Page 216 and 217: 2. Attach test wires as indicated u
Page 218 and 219: e. structure that the test wire is
Page 220 and 221: side of the insulator and a tempora
Page 222 and 223: e. final anode current output (shun
Page 224 and 225: Table 2 Field Linear Continuity Tes
Page 226 and 227: Table 4 Electrical Resistance Sched
Page 228 and 229: Table 6 Close-Interval Voltage to G
Page 231: Appendix G Appendix G: Materials Fo
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Engineering Design Manual - Loudoun Water

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