1.1 |
Scope |
1.2 |
Interpretation |
1.3 |
Applicable Codes and Policies |
1.4 |
District Jurisdiction |
1.5 |
Applicant’s Responsibility |
1.6 |
Variance |
1.7 |
Applicant’s Engineer’s Responsibility |
1.8 |
Referenced Specifications |
1.9 |
Occupancy/Sewer Service |
2.1 |
Definitions and Abbreviations |
2.2 |
Wastewater Flow Rate units |
2.3 |
Flow Projections |
2.4 |
Tributary Area |
2.5 |
Population Estimate |
2.6 |
Land Use |
2.7 |
Residential Flows |
2.8 |
Commercial and Industrial flows |
2.9 |
Major Point Source Discharge |
2.10 |
Inflow/Infiltration |
3.1 |
Determination of Design Flow |
3.2 |
Hydraulics |
3.3 |
Minimum Diameter |
3.4 |
Depth of Sanitary Sewer |
3.5 |
Acceptable Sanitary Sewer Pipes and Fittings |
3.6 |
Location of Sanitary Sewer |
3.7 |
Over sizing and Extra Depth |
3.8 |
Slope of Lines |
3.9 |
Velocity |
3.10 |
Horizontal and Vertical Separatio |
3.11 |
Structural Requirements |
3.12 |
Curves |
3.13 |
Manholes |
3.14 |
Vertical Risers |
3.15 |
Building Sewers |
3.16 |
Force Mains and Lift Stations |
3.17 |
Inverted Siphons |
3.18 |
Private (Residential) Sewer System |
3.19 |
Abandonment |
4.1 |
Sheet Size |
4.2 |
Margins |
4.3 |
Signature Block |
4.4 |
Cover Sheet |
4.5 |
Plan of Sewer System |
4.6 |
Profile of Sewer System |
4.7 |
Underground Utilities |
4.8 |
Graphic Scale and North Arrow |
4.9 |
Plan Check List |
4.10 |
Dedication of Facilities to District |
4.11 |
General Notes |
4.12 |
Standard Drawings |
APPENDIX | |
A. |
|
B. |
Criteria for the Separation of Water Mains and Sanitary Sewers |
C. |
|
D. |
|
E. |
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F. |