Presby Environmental EnviroFin Design And Installation Manual Download Page 7

2.0 SYSTEM DESIGN 

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

 

 

Task 2: Determine Minimum System Sand Bed Area (SSBA) Required 

Continuing with Table B, find where the system’s perc rate (mpi) and number of bedrooms intersect to determine 

the minimum SSBA needed for the DDF or calculate manually by dividing the gpd design flow by the assigned soil 

loading rate for a given percolation rate.   

Task 3: Determine Multiple Bed System Layout 

If using multiple beds, calculate the SSBA for each bed by dividing the SSBA by the total number of EF units 

required for all beds, then multiply by the number of EF units in each bed. Note: If individual beds are located in 

different soils (perc rates) the minimum SSBA may be calculated separately to accommodate different SLRs, 

resulting in different sized dispersal areas within the system. Follow the remaining tasks for each bed individually.  

Note:

 Treatment fins can interlace with the fins from adjacent EF unit(s) as long as there is a minimum of 6 in of 

system sand between them. This will result in odd dimensions for the unit’s length and width. Although allowed, 

the standard layout is recommended for ease of design and installation. 

Task 4:  Calculate the Full Depth System Sand Bed Area 

Calculating the full depth SSBA is done in three steps as follows: 

a)

 

To find the length of the full depth SSBA, use the following formula:  

full depth SSBA (along the long axis) 

of EF = (# of EF units -1) x C/L ft + 11 ft

.

 

b)

 

To find the width of the full depth SSBA use the 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 

on the long axis, the SSBA 

length needed to extend 

beyond the units along this 

axis is: (2 units -1) x 10.5 ft + 

11 ft = 21.5 ft.  

b)

 

The field is two units long 

on the short axis, the full 

depth SSBA width needed to 

extend beyond the units 

along this axis is: (2 units -1) x 4 ft 

+ 4.5 ft) = 8.5 ft. 

c)

 

Full depth SSBA = 21.5 x 8.5 = 

182.75 ft

2

.

 

 

Task 5: Determine if System Sand Extensions (SSEs) are needed  

a)  

Level beds:

 Choose sand bed dimensions to accommodate site constraints. Long and narrow beds are 

preferred. Sand bed dimensions must be at least those calculated in Tasks 4 and have the minimum SSBA 

required from Task 2. The sand bed that extends beyond the dimensions calculated in Tasks 4 is called the 

SSE and only needs to be 6 in thick. The dimensions from Tasks 4 must be within 20 ft of the final sand 

bed dimensions.  

i.

 

If the full depth SSBA from Task 4c is equal or larger than the minimum SSBA from Task 2 then there 

will not be any SSEs needed.  

ii.

 

If the SSBA from Task 4c is smaller than the minimum SSBA from Task 2 then a SSE will be needed.  

Tocalculate the SSE, divide the minimum SSBA from Task 2 by the full depth SSBA length (Task 4a)  

subtract the full depth SSBA width (Task 4b) and divide the result by 2. This results in the width of the 

SSEs, which are a minimum of 6 in thick and are applied to each side of full depth SSBA. 

Please note, the term “axis” only refers to the orientation of the EF units 

themselves. The EF units may be oriented with its long axis horizontally 

or vertically depending on site constraints. 

 

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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