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15 Miss. Code R. Part 18, Subpart 77, Chapter 5 – Design Standards | Midpage
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Mississippi Administrative Code
Title 15
15
Part 18
Subpart 77
Chapter 5
15 Miss. Code R. Part 18, Subpart 77, Chapter 5
Design Standards
MISSISSIPPI DEPARTMENT OF HEALTH
5.1.1
Definitions:
5.1.2
General
5.1.3
Location:
5.1.4
Design
5.1.5
Effluent Filters
5.1.6
Minimum Standards for Septic Tank Construction
5.1.7
Minimum Standards for Concrete Reinforcement:
5.1.8
Maintenance
5.1.9
Septic Tank Sizing
5.2.1
General:
5.2.2
Definitions:
5.2.3
Location:
5.2.4
Inlet and Outlet:
5.2.5
Maintenance
5.2.6
Aerators
5.2.7
Sizing:
5.3.1
Effluent pumping is required in cases where the disposal site is at a higher elevation
5.3.2
General:
5.3.3
Minimum Pump Specifications:
5.3.4
Electrical
5.4.1
In a conventional onsite wastewater system treatment begins in the septic tank,
5.4.2
Definitions:
5.4.3
Site Evaluation:
5.4.4
Location of Onsite Wastewater Disposal Systems:
5.4.5
Underground Absorption:
5.4.6
Certification:
5.4.7
Alternating Disposal Fields
5.4.8
Shallow Disposal Fields
5.4.9
Absorption Beds:
5.4.10
Distribution of Effluent:
5.5.1
In a conventional onsite wastewater system treatment begins in the septic
5.5.2
Definitions:
5.5.3
Site Evaluation:
5.5.4
Location of Onsite Wastewater Disposal Systems:
5.5.5
Underground Absorption:
5.5.6
Alternating Disposal Fields:
5.5.7
Shallow and Ultra-shallow Disposal Fields
5.5.8
Sizing
5.5.9
Construction:
5.5.10
Distribution of Effluent:
5.5.11
Absorption Beds
5.5.12
Multi-Pipe Aggregate Replacement Systems:
5.5.13
When a change in elevation of the disposal trench is required, an additional
5.5.14
Absorption Bed [Multi-pipe System]
5.5.15
Expanded Polystyrene (EPS) Aggregate Systems
5.5.16
Chamber Subsurface Disposal Systems:
5.5.17
Construction:
5.5.18
Distribution of Effluent [Chamber Systems]
5.5.19
Sizing of the Chamber System:
5.6.1
Subsurface Drip Irrigation is a system that utilizes 3 basic design principles
5.6.2
Definitions
5.6.3
Design
5.6.4
Location / Setbacks:
5.6.5
Treatment:
5.6.6
Distribution:
5.6.7
Documentation:
5.6.8
Responsibility
5.6.9
Existing System
5.6.10
Design Elevated Sand Mound Disposal System
5.6.11
General:
5.6.12
Pre-Treatment
5.6.13
Pumping Chambers:
5.6.14
Minimum Pump Specifications:
5.6.15
Distribution System Specifications:
5.6.16
Site Requirements for Elevated Sand Mounds
5.6.17
System Design:
5.6.18
System Placement
5.6.19
Construction
5.7.1
General:
5.7.2
Soil and Site Evaluation:
5.7.3
Location of Spray Irrigation Disposal Systems:
5.7.4
Registration
5.7.5
Pump/Dosing Chambers:
5.7.6
Minimum Pump Specifications:
5.7.7
Minimum Filter Specifications:
5.7.8
Minimum Specifications for Irrigation Equipment:
5.7.9
Minimum Specifications for Disinfection
5.7.10
Minimum Specifications for the Spray Field:
5.9.1
Overland Discharge is a system used to dispose Advanced/Alternate treated
5.9.2
Definitions:
5.9.3
Design:
5.9.4
Location/Setbacks:
5.9.5
Treatment:
5.9.6
Distribution
5.10.1
General
5.10.2
Construction:
5.10.3
Registration