PEI Advanced Enviro-Septic Maine Design And Installation Manual

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The Presby Wastewater
Treatment System
Maine
Design and Installation Manual
for
Advanced Enviro-Septic
and Enviro-Septic
®
®
Wastewater Treatment Systems
Minimizes the Expense
Protects the Environment
Preserves the Site
Presby Environmental, Inc.
An Infiltrator Water Technologies Company
The Next Generation of Wastewater Treatment Technology
143 Airport Rd., Whitefield, NH 03598
Tel: 800-473-5298 Fax: 603-837-9864
info@presbyeco.com
www.PresbyEnvironmental.com
© Copyright June 2019, Presby Environmental, Inc., All Rights Reserved.

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Summary of Contents for PEI Advanced Enviro-Septic

  • Page 1 The Presby Wastewater Treatment System Maine Design and Installation Manual Advanced Enviro-Septic and Enviro-Septic ® ® Wastewater Treatment Systems Minimizes the Expense Protects the Environment Preserves the Site Presby Environmental, Inc. An Infiltrator Water Technologies Company The Next Generation of Wastewater Treatment Technology 143 Airport Rd., Whitefield, NH 03598...
  • Page 2 Manual with any other product is prohibited. The processes and design criteria contained herein are based solely on our experience with and testing of Advanced Enviro-Septic and Enviro-Septic. Substitution of any other large diameter gravelless pipe will result in compromised treatment of wastewater and other adverse effects.
  • Page 3: Table Of Contents

    Table G: Row Length and Pipe Layout Width Multi-Level™ ................6 10.0 Design Procedure and Examples ........................6 11.0 AES & ES Standards and Technical Support ....................8 12.0 Advanced Enviro-Septic and Enviro-Septic Sizing .................... 8 13.0 Certification Requirements ..........................9 14.0 Design Criteria ..............................9 15.0 Basic Serial Distribution (Single Level) ......................
  • Page 4: Background

    “next generation” of our Enviro-Septic technology. The AES product incorporates Bio-Accelerator, a proprietary enhancement that screens additional solids from effluent, accelerates treatment processes, assures even distribution and provides additional surface area. Each foot of Advanced Enviro-Septic pipe provides over 40 sq. ft. of total surface area for bacterial activity.
  • Page 5: Ten Stages Of Wastewater Treatment

    2.0 Ten Stages of Wastewater Treatment The Presby Wastewater Treatment System's 10 STAGES OF TREATMENT Advanced Enviro-Septic (AES) and Enviro-Septic (ES) SEWN SEAM (ALWAY UP - AES ONLY) AIR SPACE SCUM EFFLUENT SLUDGE ® (AES ONLY) SYSTEM SAND CROSS SECTION...
  • Page 6: Aes And Es System Components

    AES and ES System Components Advanced Enviro-Septic and Enviro-Septic Pipe Plastic pipe made with a significant percentage of recycled material 10 ft. sections (can be cut to any length) Ridged and perforated, with skimmer tabs on interior AES only: Bio-Accelerator along bottom of pipe (sewn seam is always placed up).
  • Page 7: Tables A & B: Aes And Es Pipe And Row Spacing (Single Level)

    4.0 Tables A & B: AES and ES Pipe and Row Spacing (Single Level) Table A: Pipe Required Min. (Single Level) Table B: Row Spacing Min. (Single Level) Soil Number of Bedrooms Commercial Percentage of Soil Profile Per 100 Profile System Slope Add’l 1, 2, 3, 4, 5, 6, 7, 8, &...
  • Page 8: Design Procedure And Examples

    Table E (Multi-Level™ bed) for the daily design flow. Note: if the daily design flow is over 900 GPD, a combination system must be used. Contact PEI for high strength wastewater recommendations. Step #2: Using the system slope and perc rate find the minimum row spacing from Table B (single level) or Table F (Multi-Level™).
  • Page 9 Design Example #1 (Single Level): Single Family Residence, (3) bedrooms (270 GPD), Soil Profile 4, 10% sloping system to match existing terrain. Step #1: Pipe required from Table A = 210 ft. min. Step #2: Table B: minimum row spacing = 1.50 ft Step #3: Minimum number of serial sections →...
  • Page 10: Aes & Es Standards And Technical Support

    (800) 473-5298. Exceptions to any Maine rules other than those specifically discussed in this Manual require a state waiver. 12.0 Advanced Enviro-Septic and Enviro-Septic Sizing AES and ES use the same bed sizing tables, pipe and installation requirements noted in this manual. See para. 14.1, below for additional Advanced Enviro-Septic requirements.
  • Page 11: Certification Requirements

    When daily design flow is determined by water meter use for commercial systems, refer to the Maine Rules. d) PEI recommends taking the average daily use from a peak month and multiply it by a peaking factor of 2 to 3 times.
  • Page 12 14.8 Flow Equalizers Required All distribution boxes used to divide effluent flow require flow equalizers in their outlets. Flow equalizers are limited to a maximum of 20 GPM per equalizer. 14.9 Garbage Disposals (a.k.a. Garbage Grinders) No additional AES or ES pipe is required when using a garbage disposal (grinder). If a garbage disposal is utilized, follow the State’s requirements regarding septic tank sizing.
  • Page 13: Basic Serial Distribution (Single Level)

    14.16 Two Inch Rule D-BOX HIGHER THAN MAX. LIQUID LEVEL IN PIPE The outlet of a septic tank or distribution box must 2" - 4" be set at least 2 in. above the highest inlet of the LEVEL AES or ES row, with the connecting pipe slope not less than 1% (approximately 1/8 in.
  • Page 14: Basic Serial Distribution (Multi-Level™)

    16.0 Basic Serial Distribution (Multi-Level™) Basic Serial Multi-Level™ systems can use AES or ES pipe and must conform to the requirements for single level basic serial systems except: a) Pipe requirements per Table E (see para. 7.0, pg. 5). b) Row spacing per Table F (see para. 8.0, pg. 5). c) All Multi-Level™...
  • Page 15: Butterfly Configuration

    18.0 Butterfly Configuration a) A “butterfly configuration,” is considered a single bed system with two or more sections (can also be D-box or Combination configurations). b) Maximum length of any row is 100 ft. c) Serial Section loading limit is 500 GPD. d) Beds can contain any number of serial sections.
  • Page 16: Combination Serial Distribution (Multi-Level™)

    19.2 Section Length Requirement a) Each section must have the same minimum linear feet of pipe. b) The minimum linear feet of pipe per section is determined by dividing the total linear feet required in the field by the number of sections required. c) A section may exceed the minimum linear feet required.
  • Page 17: D-Box Distribution (Single Level)

    21.0 D-box Distribution (Single Level) a) All rows in this configuration must be the same length. b) Flow equalizers must be used in the D-box. c) Use a Manifold to connect the ends of all rows. Manifold to be sloped toward AES or ES pipes. d) Maximum row length is 100 ft.
  • Page 18: In-Ground Bed Systems

    Illustration of an elevated level bed: 23.1 System Sand Extension In Systems sloping more than 10%, a System Sand extension is required. The System Sand extension area is additional System Sand added to the down slope side of all systems sloping more than 10%. The System Sand extension area is a minimum of 6 in.
  • Page 19: Trench Systems

    26.0 Trench Systems AES and ES pipe may be installed in trench configurations on level or sloping terrain and may utilize serial, combination or D-box distribution. A minimum of 3 in. of System Sand are required above and 6 in. below, between and around the perimeter of all pipes.
  • Page 20: System Sand And Sand Fill Requirements For All Beds

    30.5 Velocity Reduction The rate at which effluent enters the AES and ES pipe must be controlled. Excessive effluent velocity can disrupt solids that settle in the pipes. a) Effluent must never be pumped directly into AES or ES pipe. b) A distribution box or tank must be installed between the pumping chamber and the AES or ES pipe to reduce effluent velocity.
  • Page 21: Venting Requirements

    larger than 6 in. are allowed in the Sand Fill. System Sand may be used in place of sand fill; however, this may increase material costs. 32.0 Venting Requirements An adequate air supply is essential to the proper functioning of Presby Systems. Venting is required for: a) All systems using AES pipe.
  • Page 22 32.4 Pump System Vent Locations A low vent is installed through an offset adapter at the end of each section, Basic Serial bed or attached to a vent manifold. A high vent is installed through an unused distribution box outlet. ALTERNATE LOW A 10 ft.
  • Page 23: Site Selection

    32.8 By-Pass Venting WHEN USING BY-PASS VENTING THE ROOF VENT REPLACES THE "HIGH" VENT AND PUMP CHAMBER VENT (IF REQ'D). THE OPENING OF ROOF VENT MUST BE AT LEAST 10 FT. ABOVE OPENING OF LOW VENT 10' MIN BY-PASS VENTING REPLACES BOTH LOW VENT IS AIR THE HIGH VENT AND PUMP CHAMBER INTAKE...
  • Page 24: Installation Requirements, Component Handling And Site Preparation

    33.8 Replacement System In the event of system malfunction, contact PEI for technical assistance prior to attempting Rejuvenation procedures. In the unlikely event that a system needs to be replaced … a) It can be reinstalled in the same location, eliminating the need for a replacement field reserve area.
  • Page 25 Use a laser level or transit to install rows level. Variations beyond 1 in. (±1/2") may affect system performance and are not acceptable. 34.11 Correct Alignment of Advanced Enviro-Septic Bio-Accelerator Fabric The Bio-Accelerator (white geo-textile fabric) is to be positioned centered along the bottom of the pipe rows (sewn seam up).
  • Page 26: System Bacteria Rejuvenation And Expansion

    Latex and oil paints h) System suffocation (compacted soils, barrier materials, etc.) without proper venting Note: PEI and most regulatory agencies do not recommend the use of septic system additives. © Presby Environmental, Inc., Maine Design & Installation Manual, June 2019 Edition...
  • Page 27: Glossary

    10 ft. in length, with an outside diameter of 12 in. and a storage capacity of approximately 58 gallons. Each foot of Advanced Enviro-Septic provides over 40 sq. ft. of total surface area for bacterial activity.
  • Page 28 38.7 Bottom Drain A bottom drain is a line connected to the hole in the 6 o’clock position of a double offset adapter at the end of each serial section or each row in a D-box Distribution Configuration which drains to a sump and is utilized to lower the water level in a saturated system or to facilitate system rejuvenation (see illustration in para.
  • Page 29 38.22 GPD and GPM An acronym for Gallons Per Day and Gallons Per Minute respectively. 38.23 High and Low Vents Pipes used in differential venting. Detailed information about venting requirements can be found in Venting Requirements, para. 32.0, pg. 19. 38.24 High Strength Effluent High strength wastewater is septic tank effluent quality with combined 30-day average carbonaceous biochemical oxygen demand (CBOD) and total suspended solids (TSS) in excess of two-hundred and forty (240) mg/L.
  • Page 30 38.37 Section / Serial Section A group of interconnected rows receiving effluent from one distribution box outlet. Sections are limited to 500 GPD daily design flow maximum. 38.38 Serial Distribution Two or more pipe rows connected by a Raised Connection. Basic Serial distribution is described in detail in para. 16.0, pg.
  • Page 31: System Diagrams

    39.0 System Diagrams Note: Advanced Enviro-Septic may be noted as “Advanced E-S” or simply as “AES”, Enviro-Septic may be simply noted as "ES" © Presby Environmental, Inc., Maine Design & Installation Manual, June 2019 Edition -29-...

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