On-lot System Component Requirements

Similar documents
Commonwealth of Pennsylvania Department of Environmental Protection (DEP) Bureau of Water Standards and Facility Regulation Harrisburg, PA

Geotextile Sand Filter

Geotextile Sand Filter

Geotextile Sand Filter

System Design & Installation Manual

Calculating Length and Width for Limiting Zone with 20 Inches of Suitable Soil

Geotextile Sand Filter

INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS

Commonwealth of Pennsylvania Department of Environmental Protection (DEP) Bureau of Point and Non-Point Source Management Harrisburg, PA

On-Site Leaching Chamber Specifications & Features. Design & Installation Manual Ohio

SEPTIC TANK CONSTRUCTION GUIDELINES

Advanced Enviro-Septic TM Basic Design and Installation Manual

GUIDELINES FOR INSTALLATION OF ON-SITE SEWAGE SYSTEMS

TYPES OF SEWAGE PUMPS. Solids Handling Pumps: Grinder Pumps: Effluent Pumps:

RESEARCH AND DEMONSTRATION CENTER ON-LOT SYSTEMS AND SMALL FLOW TECHNOLOGIES DELAWARE VALLEY COLLEGE DOYLESTOWN, PA

THIS IS A COURTESY COPY OF THIS RULE. ALL OF THE DEPARTMENT S RULES ARE COMPILED IN TITLE 7 OF THE NEW JERSEY ADMINISTRATIVE CODE.

Advanced Enviro-Septic Systems Design and Installation Manual

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF ENVIRONMENTAL HEALTH ON-SITE WASTEWATER SECTION

The exam is enclosed with this correspondence. This test emphasizes standard requirements for installing gravity-fed septic systems.

INSTALLING A SEPTIC SYSTEM IN LIVINGSTON COUNTY LIVINGSTON COUNTY PUBLIC HEALTH DEPARTMENT 310 TORRANCE AVENUE PONTIAC, IL /

BMEC Authorization Number Date of Issuance September 26, 2013 BMEC Application A Date of Expiration September 26, 2018

The Presby Wastewater Treatment System. Florida

The Presby Wastewater Treatment System

INSTRUCTIONS FOR SUBMITTING A COMMERCIAL SEWAGE DISPOSAL PERMIT APPLICATION

Small Flow Treatment Facilities Manual

BMEC Authorization Number Date of Issuance September 25, 2008 BMEC Application A Date of Expiration September 25, 2013

Presby Wastewater Treatment Systems. Indiana

Introduction to Advanced Enviro-Septic Wastewater Treatment System

HYDROGRID SUBSURFACE IRRIGATED HARTRU TENNIS COURTS

Commonwealth of Pennsylvania Department of Environmental Protection (DEP) Bureau of Point and Non-Point Source Management Harrisburg, PA

Design and Installation Manual for the Infiltrator ATL System in British Columbia

Presby Environmental, Inc. 143 Airport Road Whitefield, NH Phone: Fax: (603) Website:

This Manual refers to the Approval issued by the Ohio Department of Health on June 23, 2010.

Design and Construction Manual for Sand Mound Systems

Rainsmart Ellipse Tank O & M Guide Manual for Inspection Row

SECTION FOUNDATION DRAINAGE

Advanced Enviro-Septic Design and Installation Manual

Advanced Enviro-Septic, Enviro-Septic and Simple-Septic Wastewater Treatment Systems

A.2.a Random Riprap... Table

Experimental Systems Guidance

Selecting an Onsite Wastewater or Septic System

SECTION 1 BIO-INFILTRATION BUMP OUTS (BIBO)

Figure 1. Report of Inspection Process Flowchart.

SECTION A-A. Control Panel

NGWA s Water Well Construction Standard: ANSI/NGWA 01-14

CHAPTER 12 TRICKLING FILTER PLANTS

Section [ ] Stormwater Catch Basin Filtration Device

GUIDELINES FOR SEPTIC SYSTEM DESIGN

PROJECT AT THE DENVER

TYPICAL INSTALLATION INSTRUCTIONS

Property Owner's Name: Telephone #: Mailing Address: System Address (if different): Directions to location of installation:

GRAY WATER RECYCLING SYSTEMS

Thornton Sewer Plant Operations Manual -DRAFT-

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF ENVIRONMENTAL HEALTH ON-SITE WATER PROTECTION SECTION

Smarter, Cheaper, Ash Pond Dewatering

4.8. Subsurface Infiltration

West Virginia Department of Health & Human Resources Department of Health

SECTION 19 - TRENCH EXCAVATION, BEDDING AND BACKFILL TABLE OF CONTENTS

EVALUATION OF GRAVELLESS PIPE SYSTEMS FOR ONSITE WASTEWATER TREATMENT ACROSS MINNESOTA

a) Biological Oxygen Demand b) Biology Oxygen Demand c) Biochemical Oxygen Demand d) Biomicrobics Oxygen Demand

Alternate Systems Guidance

Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments

PVC Fittings & Laterals for Solid-Wall PVC Sewer Pipe

Product Registration Renewal #2 Notice of Proprietary Distribution Product Listing

Commonwealth of Pennsylvania Department of Environmental Protection (DEP) Bureau of Point and Non-Point Source Management Harrisburg, PA

Diffused Aeration Piping Equipment

4.8. Subsurface Infiltration

SPECIFICATIONS FOR PRECAST MODULAR BLOCK RETAINING WALL SYSTEM (revised 5/8/7)

Education on Common Household Sewage Treatment Systems Found In Allen County, OH

REGISTRATION EXAMINATION, NOVEMBER 2012 LICENSED DRAINLAYER QUESTION AND ANSWER BOOKLET. Time allowed THREE hours

Enviro-Septic Wastewater Treatment System Indiana Design and Installation Manual for Residential Systems

SEGMENTAL BLOCK RETAINING WALLS. Comply with Division 1 - General Provisions and Covenants, as well as the following:

SECTION SPECIFICATION FOR STONEBRIDGE RETAINING WALL SYSTEM

CONSTRUCTION STANDARDS SECTION CS 3 TRENCH FOUNDATION, BEDDING AND BACKFILL

ONSITE SEWAGE SYSTEMS*

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF ENVIRONMENTAL HEALTH ON-SITE WASTEWATER SECTION

SECTION GRAVEL PACKED WATER WELL

BMP 6.4.4: Infiltration Trench

R-TANK SPECIFICATIONS

At least 2 feet above the seasonal high water table Overflow path or structure provided

Chapter WASTEWATER DISPOSAL* PART I. WASTEWATER DISPOSAL*

SECTION 12: Soil Treatment Systems

PERMEABLE INTERLOCKING PAVERS

BIO-AQUIFER STORM SYSTEM

CTB3365x Introduction to Water Treatment

Redi Rock Specification and Installation Manual

MANHOLES, VAULTS AND CATCH BASINS SECTION A. Section Soil and Aggregate Materials. C. Section Storm Drainage Systems

Fabrication and Installation Table of Contents

1 Exam Prep Chapter 64E -6 Questions and Answers

- 1 - Retrofitting IFAS Systems In Existing Activated Sludge Plants. by Glenn Thesing

Onsite Water Supply and Sewage Disposal. Department of Environmental Health Washtenaw County, Michigan

B. Subsurface data is available from the Owner. Contractor is urged to carefully analyze the site conditions.

A. This Section includes subdrainage systems for foundations and underslab areas. A. Product Data: For each type of drainage panel indicated.

NORTH CAROLINA DEPARTMENT OF HEALTH AND HUMAN SERVICES DIVISION OF PUBLIC HEALTH ENVIRONMENTAL HEALTH SECTION ON-SITE WATER PROTECTION BRANCH

SACRAMENTO COUNTY ASPHALT RUBBER HOT MIX-GAP GRADED (ARHM-GG):

INSPECTIONS OF EXISTING SEPTIC SYSTEMS

Minnesota Pollution Control Agency

SECTION FACILITY SANITARY SEWERS

Successfully dosing pipe networks. Kevin Sherman, Ph.D., P.E., D.WRE Vice President of Engineering Clearstream Wastewater Systems, Inc.

Transcription:

On-lot System Component Requirements All system components used with an on-lot system employing an Eljen GSF System must meet either the requirements of Title 25, Chapter 73 or the Eljen GSF Listing. The building sewer and all tanks used in an on-lot system must meet the requirements in Chapter 73. The building sewer, treatment tank(s), distribution method, and absorption area make up the basic components of an On-lot sewage system. Unit 3 Lesson 1 3101

Treatment Tanks Eljen GSF Listing II.B Tank Installations must be a rectangular twocompartment tank or two rectangular tanks in a series Round tanks are not permitted Round treatment tanks are not permitted with any alternate on-lot system. Installations in water table require control measures against floating tanks The outlet of the final tank or compartment must contain an effluent filter bearing the NSF seal An effluent filter with the NSF seal must be installed on the outlet of the last tank or compartment of the septic tank. Unit 3 Lesson 1 3102

Parts of the Eljen GSF System This lesson will now review the Eljen GSF System starting from the bottom of the Eljen GSF to ground surface. Sand specified sand Eljen GSF Listing II.D A minimum of twelve (12) inches of specified sand is placed over the native soil. The specified sand: Supports nitrification of the effluent Reduces oxygen demand in the soil Minimizes soil clogging from anaerobic bacteria Sieve Size ASTM C33 SAND SPECIFICATION Sieve Square Opening Size Specification Percent Passing (Wet Sieve) 3/8 inch 9.52 mm 100 No. 4 4.76 mm 95-100 No. 8 2.38 mm 80-100 No. 16 1.19 mm 50-85 No. 30 590 µm 25-60 No. 50 297 µm 5-30 No. 100 149 µm 0-10 No. 200 75 µm 0-5 The specified sand must meet the uniform size and grading requirements of the ASTM C33 specification with less than 10 percent able to pass through a #100 sieve and less than 5 percent able to pass through a #200 sieve. Alternatively, PA DOT Type A (cement concrete sand) sand may be used. Unit 3 Lesson 1 3103

Parts of the Eljen GSF System Eljen B43 GSF Modules Eljen GSF Listing I Only use Eljen B43 modules comprised of a cuspated plastic core that is woven with Bio-Matt geotextile fabric. This creates open-air channels within the module that support aerobic bacteria growth. Eljen GSF Listing II.D The dimensions of a B43 module: 4 feet in length 3 feet wide 7 inches tall Modules are placed end-to-end on top of specified sand in an absorption area A calculation must be done to determine the number of modules that should be used in the filter system The modules may not be cut or otherwise resized Unit 3 Lesson 1 3104

DISTRIBUTION PIPE Depending upon the absorption area established by the on-site testing results there may be up to two different distribution pipes required. In either gravity or pressure configurations a 4-inchdiameter standard perforated distribution pipe with holes at the 4, 8 and optional 6 o clock positions is centered above the modules and held in place with wire clamps. Gravity Flow Distribution A gravity flow system uses a 4-inch standard perforated distribution pipe with holes at the 4 and 8 o clock positions only A 4-inch perforated distribution pipe is installed on top of the Eljen B43 modules. Unit 3 Lesson 1 3105

DISTRIBUTION PIPE Pressure Distribution A 1.5-inch low-pressure pipe must be inserted inside the 4- inch standard perforated distribution pipe 4" PERFORATED PIPE (SDR 35 OR BETTER) WITH HOLES AT 4, 6 & 8 O'CLOCK INSERT 1-1/2" SCH 40 PRESSURE LINE THROUGH END CAP 4" END CAP FROM PUMP CHAMBER Low-pressure pipe: Conform to Title 25, Section 73.44 as clarified in the Eljen design manual. Orifice openings must be placed at the 12 o clock position on the low-pressure pipe One 1/4-inch diameter drain hole must be drilled at the 6 o clock position of each lateral The distance from the last hole in the lateral to the end of the lateral shall be equal to the distance from the edge of the first module to the first hole. Pressure distribution is required in the following instances: 1. All elevated absorption area systems 2. When the percolation rate exceeds 60 min/in 3. All systems having a total absorption areas in excess of 2,500 square feet 90 DEGREE CLEANOUT ASTM C33 SAND GSF UNIT AT END OF ROW 4" PERFORATED PIPE (SDR 35 OR BETTER) ORIFICE PRESSURE PIPE CROSS SECTION FOR ALL APPLICATIONS 4" DIAMETER PERFORATED PIPE (SDR 35 OR BETTER) WITH HOLES AT 4, 6 & 8 O'CLOCK LOW PRESSURE PIPE (SIZE PER DESIGN) Pipe and perforated pipe hole arrangement for pressure applications. LOW PRESSURE PIPE Unit 3 Lesson 1 3106

DISTRIBUTION PIPE Distribution Pipe Perforations (pressure systems only) The 4 inch distribution pipe (SDR-35 or better) may have perforations that conform to either: Option 1) Pipe purchased from a manufacturer shall have a 3-hole perforation with 5/8 diameter holes located at the 4 o clock, 6 o clock, and 8 o clock positions B43 MODULE B43 MODULE B43 MODULE 5" 5" 5" 5" 5" 5" 5" 5" PERFORATIONS AT 6:00 POSITION 3-hole manufactured pipe Unit 3 Lesson 1 3107

DISTRIBUTION PIPE Distribution Pipe Perforations (pressure systems only) Option 2) Pipe purchased from a manufacturer shall have B43 MODULE a 2-hole perforation with 5/8 diameter holes B43 MODULE B43 MODULE located at the 4 o clock and 8 o clock positions. Additional perforations at the 6 o clock position are acceptable provided that there are three 6 o clock perforations in the pipe for each B43 module. 8" 8" 16" 16" 8" 8" The perforations shall be placed such that the first hole be placed 8 from the end of the B43 module. Subsequent perforations shall be placed 16 center to center. INSTALLER DRILLS PERFORATIONS AT 6:00 POSITION MARKED FROM EDGE OF EACH MODULE 2-hole manufactured pipe with holes drilled by contractor at 6 o clock The diameter of the perforations at the 6 o clock shall be either 5/8 diameter or 3/4 diameter. Unit 3 Lesson 1 3108

Pressure Distribution Dosing Eljen GSF Listing II.C The dosing volume must satisfy two conditions: Condition 1: The dosing volume must be less than 4 gallons per dose per Eljen B43 module. Maximum dose = number of modules x 4 gallons. Example: If there were 25 modules, the maximum dose would be 100 gallons. 25 modules x 4 gallons = 100 gallons Typical control panel for a pressure dosed or pressurized systems. Condition 2: The maximum volume each B43 module can treat must be less than 30 gpd per module. If the dosing conditions are not met, additional modules may be required. If a pump is required to lift the effluent to the Eljen GSF System, a timed dose is required. Unit 3 Lesson 1 3109

Parts of the Eljen GSF System Barrier material anti-siltation fabrics An anti-siltation geotextile fabric covers the top and sides of the Eljen GSF modules. This geotextile fabric: Protects the modules and specified sand from fines Maintains effluent storage within the module Provided by manufacturer The anti-siltation geotextile fabric is installed over the distribution pipe and modules. Cover material Minimum of 8 inches deep Meet the specifications in Title 25, Section 73.52(b)(14 and 15) Protects the system and prevents erosion If cover material is greater than 18 inches, the system requires venting If a pump is required to lift the effluent to the Eljen GSF System, a timed dose is required. The cover material has been placed over the absorption area and seeded. Unit 3 Lesson 1 3110