Tom Fritts

Similar documents
Bruce Lesikar, PhD Texas A & M University University Curriculum Development for Decentralized Wastewater Management

Bruce Lesikar, PhD Texas A & M University University Curriculum Development for Decentralized Wastewater Management

Effluent Conveyance. Paul Trotta, P.E., Ph.D. Justin Ramsey, P.E. Chad Cooper

Pressure Distribution Design

Bruce Lesikar, PhD Texas A & M University University Curriculum Development for Decentralized Wastewater Management

Controls Section II: Hydraulic and Mechanical Controls in Onsite Wastewater Systems

Controls Section III: Electro-Mechanical Controls in Onsite Systems

Other Septic Tank Effluent Dispersal Options

Model Decentralized Wastewater Practitioner Curriculum. Technology Overview

Wastewater Treatment in Soils

Hydraulics Section IV: Groundwater and Onsite

University Curriculum Development for Decentralized Wastewater Treatment. Spray Dispersal

FOR BENEFICIAL REUSE & DISPERSAL OF WASTEWATER WASTEWATER PRODUCTS

Septic System Basics. Today s Presentation:

Today s Presentation: Septic System Basics. Common Domestic Pollutants. Goals of Treatment. What is an Onsite Wastewater Treatment System?

EVALUATION OF GRAVELLESS PIPE SYSTEMS FOR ONSITE WASTEWATER TREATMENT ACROSS MINNESOTA

National Onsite Wastewater Recycling Association. Recommended Guidance for the Design of Wastewater Drip Dispersal Systems

ONSITE SEWAGE SYSTEMS*

Onsite Treatment Options Matching the System to the Site

University Curriculum Development for Decentralized Wastewater Treatment. Subsurface Drip Dispersal

Site Plan: General: Common Omissions-Mistakes on Plans: Ohio EPA Southeast District Office Logan, Ohio November 22, 2005 Bruce Goff, P.E.

Complex Sewage Disposal Course 2017

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

ON-SITE SEWAGE PERMITTING PROCESS

DRIP EMITTER SYSTEM STUDY GUIDE

APPENDIX B SAND MOUND

Pump Tank and Pretreatment Inspection & Troubleshooting. Sara Heger University of Minnesota

Source of Pollution or Groundwater Solution?

Geotextile Sand Filter

Wetlands Application. Constructed Wetlands

Fundamental Concepts: Reactions

CONSTRUCTED WETLANDS: A Critical Review of Wetland Treatment Processes

Onsite Sewage Treatment Program. Presented by: Ed Melzark SR Environmental Technician / Zoning Administrator Pine County

ONSITE WASTEWATER DISPOSAL SYSTEMS

Geotextile Sand Filter

Australia Design & Installation Manual

Onsite Wastewater Pretreatment Technologies

Form NDI ON-SITE WASTEWATER SYSTEM NEW DEVELOPMENT INSTALLER INFORMATION Update: September 12, 2014

University Curriculum Development for Decentralized Wastewater Management

1.0 BACKGROUND 2.0 DIAGRAMS. The attached diagrams illustrate a typical NDDS system. 3.0 CDPHE OWTS REGULATION #43

INYO COUNTY ENVIRONMENTAL HEALTH SERVICES RESIDENTIAL ONSITE SEWAGE TREATMENT AND DISPOSAL GUIDE

Alternative Dispersal Options

Unit 1 - Introduction, Testing Criteria, and Design Criteria 1-1 Introduction 1-2 Testing Criteria Requirements 1-3 System Design Requirements

Northeast Tri County Health District

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

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

GRAVITY SEWERS. Performance & Cost for Decentralized Unit Processes. Fact Sheet C1 COLLECTION SERIES. Wastewater source. Road

Large On-Site Sewage Systems Wastewater Treatment Workshop

Product Dimensions (Width x Length x Height) (inches)

Product Registration Renewal #2 Notice of Proprietary Distribution Product Listing

Homeowner Online Septic System Training (HOST)

Klickitat County. On-Site Sewage System. Construction Manual

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

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

Innovative and Alternative System Approval

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

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

Indiana Standards for Secondary Treatment Systems. Table of Contents

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.

PRE-ENGINEERED DESIGNS

TITLE: LOW PRESSURE PIPE SYSTEMS: A WORKHORSE FOR EFFECTIVE AND SUSTAINABLE DECENTRALIZED WASTEWATER TREATMENT ON DIFFICULT SITES

A PUMPED SEPTIC TANK IS A HAPPY SEPTIC TANK!!

Innovative and Alternative System Approval

Drip Tubing Hydraulics During Pressurization

SOIL and WATER SCIENCE

Section 9: Sand Mounds. 9. Sand Mounds


Woodford County Health Department 1831 S. Main Street, Eureka, IL Phone: (309) Fax: (309)

DRAFT DESIGN REGULATIONS FOR SUBSURFACE DRIP DISPERSAL SYSTEMS

Geotextile Sand Filter

MPCA Remediation Policy

Homeowner's guide to evaluating service contracts

PERC-RITE DRIP DISPERSAL DESIGN GUIDE FOR SEPTIC TANK OR ADVANCED TREATMENT EFFLUENT MASSACHUSETTS

Massachusetts Design & Installation Manual

SECTION 11: Distribution of Effluent

Pressure Distribution Systems

Existing System Evaluation Report for Onsite Wastewater Systems

Private Sewage Systems Standard of Practice Proposed Revisions

Draft INTRODUCTION X-1 PUMP APPLICATIONS X-1 PUMP TANKS X-4 PUMP TYPES X-8 PUMP CONTROLS X-8. Draft

Selecting an Onsite Wastewater or Septic System

City of Malibu Stuart Ranch Road Malibu, California Phone (310) Fax (310)

DESIGN REGULATIONS FOR SUBSURFACE DRIP DISPERSAL SYSTEMS

***NO SEPTIC SYSTEM EXCAVATION WITHOUT AN APPROVED PERMIT IN POSSESSION****

DOLOMITE RISK MANAGEMENT PROCEDURE FOR IRENE GLEN HOMEOWNERS ASSOCIATION

Name: Company: Address: Telephone: PEI Cert. #

Rhode Island Design & Installation Manual

Contact Information Owner s Name Home Phone Cell Phone Mailing Address City Zip Code

Septic Tank Soil Treatment Systems

Section 8 Minimum Horizontal and Vertical Setback Distances

PERC-RITE DRIP DISPERSAL DESIGN SUBMITTAL American Manufacturing Company, Inc

Wyoming Water Quality Application Form Permit to Construct Small Wastewater System. Complete attached package and submit to appropriate office:

Contact Information Owner s Name Home Phone Cell Phone Mailing Address City Zip Code

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

I. Preconstruction Meeting and Site Preparation Date: Inspector: A. MDE Certified Installer Name

AS/NZS 1547:2012 and DIR ADJUSTMENT for SIZING ON-SITE WASTEWATER DRIP IRRIGATION AREAS on SLOPING SITES

June 1, To Whom It May Concern: Introduction:

SANDERS COUNTY ENVIRONMENTAL HEALTH PROPERTY OWNER SEPTIC INSTALLATION BOOKLET

West Virginia Department of Health & Human Resources Department of Health

Alternate Systems Guidance

Transcription:

Selling the System to Fit the Site Tom Fritts tom@residentialsewage.com 1

CIDWT/University Disclaimer These materials are the collective effort of individuals from academic, regulatory, and private sectors of the onsite/decentralized wastewater industry. These materials have been peer-reviewed and represent the current state of knowledge/science in this field. They were developed through a series of writing and review meetings with the goal of formulating a consensus on the materials presented. These materials do not necessarily reflect the views and policies of North Carolina State University, and/or the Consortium of Institutes for Decentralized Wastewater Treatment (CIDWT). The mention of trade names or commercial products does not constitute an endorsement or recommendation for use from these individuals or entities, nor does it constitute criticism for similar ones not mentioned. 2

Selling the System to Fit the Site Learning objectives Get familiar with the site Review gravity flow options Review dosed flow options Educate the homeowner Learn the Onsite Café Menu 3

Get Familiar With The Site Soil Profile or Perc Test The Price List Horizions Clay content Mottles Suggested loading rate Limiting conditions 4

Get Familiar With The Site Site visit Plot plan or survey House location Proposed future buildings Garage, workshop or shed Pool Landscaping Topography 5

The Onsite Café Menu Gravity flow using septic tank effluent Gravity flow using advanced treatment effluent Dosed Flow LPP septic effluent, demand dosed LPP septic effluent, time dosed LPP - Advanced effluent, demand dosed LPP Advanced effluent, time dosed Drip irrigation demand dosed Drip irrigation time dosed Mound system Wisconsin Mound septic / demand Mound system Wisconsin Mound septic / timed Mound system Wisconsin Mound adv / demand Mound system Wisconsin Mound adv / timed Mound system Drip Mound 6

Gravity Flow Distribution Simplest way to distribute effluent to the soil treatment area Two most popular methods are parallel or serial distribution Many choices of media types now available for the trenches 7

Gravity-flow Distribution Serial distribution Receives flow by gravity Distributes flow by gravity Sequentially loads laterals, forcing one to fully pond before a gravity flow to the next lateral Typically uses 4 inch pipe Needs device to force ponding and allow sequential loading of laterals 8

Gravity-flow Distribution Serial distribution Drop box A box that forces liquid in a trench to pond fully prior to allowing it to spill over to the next downstream trench sequential loading University of Minnesota 9

Gravity-flow Distribution Parallel distribution Network of equal length laterals Receive flow by gravity Distribute flow by gravity Typically 4-inch pipe 10

Gravity-flow Distribution Parallel distribution Flow-splitting devices 11

Gravity-flow Distribution Parallel distribution - Distribution box Problem with assuring outlets stay at same level Tools exist to help assure this 12

13

14

15

Gravity-flow Distribution Parallel distribution Distribution box needs to be watertight Should be accessible from the surface for O&M Individual lines can be closed off Each lateral should be parallel to slope contour Bottom of each lateral should be flat Even if there are equal flows to each lateral, flows will not be uniform down length of laterals 16

Flow pattern in a gravity trench Biomat Growth (t = 0 = start ) 17

Flow pattern in a gravity trench Biomat Growth (t = growth) 18

Flow pattern in a gravity trench Biomat Growth (t=mature) 19

Distribution Media What s the difference? Choices No Value Judgment Rock Chamber Gravelless pipe Synthetic media Other 20

Dosed Flow Distribution 21

Application/Distribution Options Dosed-flow distribution Predetermined volumes of effluent are held in a chamber and dosed to the next component. This provides: More uniform loading to next component Resting times between doses To next component Pretreatment unit Holding chamber & 22 dosing device

Dosed-flow Distribution Other pertinent information Can be used to distribute effluent in almost any situation Costs more and is more complex than gravity flow For many has become the method of choice On-going monitoring & maintenance are important Alarms are needed 23

Dosed-flow Distribution Dosing methods - Demand Dose occurs when sufficient volume of effluent has been collected. Dosing frequency depends on how much wastewater is being generated. There is no control on how much effluent is being dosed daily 24

Dosed-flow Distribution Dosing methods - Timed Timer controls number of doses per day & dose volume Will allow only certain amount of effluent to be dosed daily Protects downstream components from overloading Useful for controlling surges or big-flow days 25

Dosed-flow Distribution Dosing methods - Timed A timer controls the dosing device. 26

Pressure Distribution Objectives: Quickly pressurize network Be fully pressurized for most of dose Minimize draining into lower laterals Have about the same amount of effluent reach each square foot of infiltrative surface 27

Low Pressure Distribution 28

Dosed-flow Distribution Low Pressure Pipe System Options Pressure distribution Designed to distribute effluent uniformly over infiltrative surface of receiving component. 29

Pressure Distribution Low Pressure Pipe System Design considerations The smaller the orifice diameter: the greater the potential for plugging The smaller the orifices and the greater their spacing: The faster the network will pressurize The smaller the pump must be (gpm) Orifices at 12 o clock will help network pressurize faster but are more subject to: Plugging Freezing in cold weather areas 30

Low Pressure Pipe (LPP) system End feed mainfold 31

LPP Trench CrossCross-section 32

Lateral turn up showing EZ FLOW option sleeved line shown at rear 33

Wisconsin Mound System 34

Subsurface Dispersal Mound system Surface of original soil must be prepared properly On sloping property, keep linear loading rate down Long and narrow Length parallel to the contour lines Produces effluent quality similar to single-pass sand filters 35

Mound System Mound 36

Wisconsin Mound 37

Drip Irrigation 38

Dosed-flow Distribution Options Drip distribution A small diameter pressurized distribution network that delivers small, precise volumes of pretreated effluent at slow controlled rates. 39

Drip Distribution Like miniature version of pressure distribution Emitters instead of orifices Geoflow 40

Drip Distribution What it looks like NSFC 41

The Benefits of Drip Irrigation Controlled & Uniform Dosing Currently the most effective system known for Even dosing over area Even dosing over time 42

Drip Irrigation Small doses of wastewater into the soil. Uniform distribution over the entire area. Wastewater moves through soil under unsaturated flow conditions, thus effectively treating the wastewater. Wastewater can be dosed into the active surface layer of the soil. 43

Drip Mound 44

Mound History The basic mound system in use today was developed at the University of Wisconsin- Madison in the early 1970 s by Dr. Jim Converse The Wisconsin Mound has been widely accepted and incorporated in many state regulations today BUT.Why a mound?????

Why a Mound The main purpose of a mound is to provide sufficient additional treatment capacity and vertical separation to a limiting condition and produce an effluent equivalent to, or better than, a conventional onsite disposal system But.Why a Missouri Mound?????

Why a (Missouri) Mound Because of: Chiles Airport Charlene Weiss Alan Thomas Dr. Jim Converse

Initial Wetting Front

Wetting Front Hits Course Sand

Wetting Front Stacks Up Above Boundary

Missouri Mound What else is contributing the success of the Missouri Mound Uniform distribution over area and time A typical Wisconsin Mound would have 60 to 100 holes or emitter points A typical Missouri Mound would have 900 emitter points

52

53

The Onsite Café Menu Advantages / Disadvantages Gravity flow using septic tank effluent Gravity flow using advanced treatment effluent Dosed Flow LPP septic effluent, demand dosed LPP septic effluent, time dosed LPP - Advanced effluent, demand dosed LPP Advanced effluent, time dosed Drip irrigation demand dosed Drip irrigation time dosed Mound system Wisconsin Mound septic / demand Mound system Wisconsin Mound septic / timed Mound system Wisconsin Mound adv / demand Mound system Wisconsin Mound adv / timed Mound system Drip Mound 54

Let me see that Onsite Café Menu!! Never mind..i know what you need 55