Presby Environmental EnviroFin Design And Installation Manual Download Page 19

2.0 SYSTEM DESIGN 

© Presby Environmental, Inc., Design & Installation Manual, July 2020 Edition  

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2.5  Pump Systems 

Pumped systems supply effluent to the system using a pump and D-box when site conditions do not allow for a 

gravity system. Dosing siphons are also an acceptable means of delivering effluent to the system.  

 

Pump volume per dose shall be no greater than 40 gallons times the total number of EF units.  

 

Pump dosing should be designed for a minimum of 6 cycles per day; 6-8 cycles per day are recommended. 

 

If possible, the dosing cycle should provide one hour of drying time between doses. 

 

Pump systems must have a high-water alarm float or sensor installed inside the pump chamber. Follow 

state, local and national code requirements. 

 

Pumped systems with equalized flow distribution are limited to a maximum dose rate of 40 gpm and do 

not require the use of a flow equalizer on the D-box outlet. Never pump directly into the EF FDU. 

 

All pump systems require differential venting. 

 

All pumped systems require a D-box with baffles, a velocity reducing tee or other means to be used for 

velocity reduction. 

 

All systems with combination distribution or multiple bed distribution shall use flow equalizers in each D-

box outlet with each bed or EQ distribution section or EQ combination system limited to a maximum of 15 

gpm, due to the flow constraints of the equalizers.  

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Example: pumping to a combination system with 3 sections (using 3 D-box outlets). The maximum 

delivery rate is (3 x 15) = 45 gpm. 

 

 

The rate at which effluent enters the EF FDU shall be controlled. Excessive effluent velocity can disrupt 

solids that settle in the FDU.  

 

Effluent shall never be pumped directly into the EF unit. 

 

A D-box or tank shall be installed between the pumping chamber and the unit to reduce effluent 

velocity.  

 

Force mains shall discharge into a D-box (or equivalent) with velocity reducer such as a baffle, 90° 

bend, tee or equivalent. 

 

Velocity reducers are also needed for gravity systems when there is excessive slope between the septic 

tank and the system. 

Two methods of velocity reduction: 

2.6  Venting  

An adequate air supply is essential to the proper functioning of EF systems. Venting is always required. All systems 

shall utilize differential venting. Venting is established through suction (chimney effect) created by the draw of air 

from the high vent, which pulls air from the low vent. 

General Rules 

 

Differential venting is the use of high and low vents in a system. 

 

In a gravity system, the roof stack acts as the high vent. 

 

High and low vent openings shall be separated by a minimum of 10 vertical ft.  

 

If possible, the high and low vents should be of the same capacity. 

 

Roof vent diameter must be a minimum of 3 in, 4 in diameter is recommended.  If the roof vent is less 

than 3 in, an additional high vent is recommended. 

Summary of Contents for EnviroFin

Page 1: ...g 6 2 2 Design Layout 6 2 3 Design Specifications 12 2 4 System Configurations 15 2 5 Pump Systems 19 2 6 Venting 19 2 7 Aquaworx Remediator 22 2 8 Site Selection 23 3 0 INSTALLATION 24 4 0 REJUVENATI...

Page 2: ...ons Env Wq 1000 rules do not allow for expansion of a system in the same location from which it has been removed System expansions require full removal and replacement of the existing system However i...

Page 3: ...s essential for consistent long term dispersal and infiltration of the treated wastewater flows The EF system is also completely passive requiring no electricity motors alarms computers etc The system...

Page 4: ...he cover closer to the final grade for access It has no holes for pipe attachment but is provided with a cutout as an alternate vent location The stackable FDU is mated to the standard FDU with suppli...

Page 5: ...System Sand Specification Sieve Size Percent Retained on Sieve by weight 3 4 in 19 mm 0 10 2 mm 0 35 35 0 50 mm 40 90 Note not more than 3 allowed to pass the 200 sieve verified by washing sample per...

Page 6: ...upport for commercial use Minimum SSBA requirements are not impacted by this change in specifications 3 For one bedroom applications area calculations are based on a design flow of 225 gpd per Env Wq...

Page 7: ...following formula full depth SSBA along the short axis of EF units of EF Units 1 x C L 4 5 ft c Calculate full depth SSBA multiply result from a and b above Example a The field is two EF units long o...

Page 8: ...he bed from Task 4 then subtract the full depth SSBA width length from the side of the bed perpendicular to the downslope edge of the bed This results in the width of the SSE which is a minimum of 6 i...

Page 9: ...Required Minimum SSBA required 700 gpd 100 x 89 29 626 ft2 Task 3 Determine Multiple Bed System Layout N A using a single bed Task 4 Calculate the Full Depth System Sand Bed Area a Full depth SSBA alo...

Page 10: ...bedrooms X 150 gal for residential or gpd for commercial find the minimum number of EF units required from Table B page 6 or calculate the number of units required manually Task 2 Determine Minimum S...

Page 11: ...imum of 6 in of system sand around the perimeter of the treatment fins and the appropriate minimum SSBA associated with the design flow soils perc rate and the number of EF units within each bed of th...

Page 12: ...et independent of and without respect to use of the Remediator Water Purification Systems Water purification systems and water softeners should not discharge into any EF system If water purification s...

Page 13: ...e connecting pipe slope not less than 1 approximately 1 8 in per foot EnviroFin Unit Requirements EF systems use the bed sizing tables and installation requirements noted in this Manual Residential sy...

Page 14: ...level The system slope and the site slope do not have to be the same Maximum site slope is 33 and maximum system slope is 25 Table D System Slopes Percolation Rate Minutes Per Inch mpi System Slope Ma...

Page 15: ...placement In ground systems that slope over 5 require a 2 5 ft system sand extension on the downhill side of the field The EF system in an in ground application on a level site Equalized Flow Distribu...

Page 16: ...to each level using a D box Multi Level EQ distribution systems follow the requirements for EQ distribution systems except Multi Level EQ distribution systems are limited to soils with a perc rate 30...

Page 17: ...manifolding D box outlets such that each outlet feeds a single EF unit Example Two sections one with 2 EF units and the other with 3 EF units Manifold 2 D box outlets to one section and 3 outlets to t...

Page 18: ...w EQ combination or individual D box distribution Multiple beds may consist of different size beds as long as the D box outlet ratio matches the ratio of EF units within the beds For instance 3 beds w...

Page 19: ...a maximum of 15 gpm due to the flow constraints of the equalizers o Example pumping to a combination system with 3 sections using 3 D box outlets The maximum delivery rate is 3 x 15 45 gpm The rate at...

Page 20: ...system to prevent moisture from collecting in the pipe and blocking the passage of air Remote venting or By Pass venting may be utilized to minimize the visibility of vent stacks o For options to rel...

Page 21: ...t of the vent line must be drilled creating several in holes to allow drainage of condensation This procedure may only be used if the vent pipe connecting to the system has A high point that is above...

Page 22: ...duce wastewater strength and increase the dissolved oxygen concentration in the effluent The bacteria within the oxygen rich wastewater works to minimize the waste materials suspended in the effluent...

Page 23: ...face and subsurface If allowed by state and local authorities altering the terrain upslope of a system may alleviate this requirement if the waters are sufficiently altered to redirect flows away from...

Page 24: ...n Do not excavate the system area immediately after during or before precipitation Tree Stumps Before tilling remove all grass leaves sticks brush and other organic matter or debris including all tops...

Page 25: ...ired by the approved plan and DDF To install the EF units 1 Place the assembled EF units on the full depth SSBA by centering the FDU in the prepared holes excavated earlier Notice the orientation of t...

Page 26: ...EF units Manifold 2 D box outlets to one section and 3 outlets to the other section This configuration will divide flows appropriately Flow equalizers are required in all D box outlets which split eff...

Page 27: ...n be located easily using a metal detector 6 Continue placing system sand to a minimum of 3 in over the treatment fins and a minimum of 6 in beyond the perimeter of the outermost treatment fins 7 Once...

Page 28: ...all system openings and excavations 6 Guarantee a passage of air through the system 7 Allow all units to dry for 72 hours minimum The system sand should return to its natural color 8 Re assemble the s...

Page 29: ...roducts in any amount Latex and oil paints System suffocation compacted soils barrier materials etc without proper venting System Maintenance Pumping of the Septic Tank Inspect the septic tank at leas...

Page 30: ...including loss of production and profits labor and materials overhead costs or other losses or expenses incurred by the Holder or any third party Specifically excluded from Limited Warranty coverage a...

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