Cost Estimating for Landfill Design

Similar documents
Selecting the Right Closure Cap Option for Your Surface Impoundment or CCR Landfill

SWANA/A&WMA s. Third Annual Landfill Operator s Training Geosynthetics in Landfills. February 13, 2013

Exposed Geomembrane Cover Systems for Coal Ash Facilities

Landfill Closure, Intermediate Cover & Post-Closure Care. Municipal League Meeting

SECTION 2.5. Construction Quality Assurance Plan

GREEN INFRASTRUCTURE DESIGNS RAIN GARDEN

Alternative Cover Systems

2018 Annual Landfill Inspection Report

ENVIRONMENTAL ENGINEERING LAND SURVEYING

UNIFIED FACILITIES GUIDE SPECIFICATIONS

CLOSURE PLAN. CCR (b) GERS Landfill Area. Pirkey Power Plant Hallsville, Texas. October, 2016

Chesapeake Energy Center. Submitted To: Chesapeake Energy Center 2701 Vepco Street Chesapeake, VA 23323

Please make the following changes in your copy of the bid proposal for the captioned project:

Analyzing the Bioretention Construction Sequence

CLOSURE PLAN. CCR (b) GERS Little Broad Run Landfill. Mountaineer Plant New Haven, West Virginia. October, 2016

Tree Pits Construction Guide

Storm Water Technology Fact Sheet Vegetated Swales

Huntington Stormwater Utility

Guidance on Preparation of Construction and Maintenance Costs

Infiltration. Keep Water Where it Falls. Frank Franciosi Novozymes

Liner Construction & Testing Guidance Overview

Consulting Engineers and Scientists. Closure Plan. Submitted by: GEI Consultants, Inc Voyager Drive Green Bay, Wisconsin

Final Report: Appendix G. LID Driveway Retrofit and Teaching Tool at Bristol County Agricultural High School, Dighton - Supporting Information

2016 Annual Inspection Report

Experiences with Placement of Alternative Final Covers Presented by

Development of LID Design Guide in Edmonton

Case Study Bioretention Installation and Maintenance

6.2 Flow-Through Planter

2.1.4 Roof Downspout Rain Gardens

NOTICE OF INTENT. Submitted To: Bremo Power Station 1038 Bremo Bluff Road Bremo Bluff, VA 23022

E R O S I O N C O N T R O L

Erosion Control for Home Builders in the. City of Jacksonville

Key Topics. Bioretention Crime Scene Investigation The Bioretention Construction and Maintenance Sequence

Site Formation Excavation - 6' depth square yard $8.00 $0.00 Grading square yard $1.50 $0.00 Hauling off-site - 6' depth square yard $10.00 $0.

Patrick E. Lindemann INGHAM COUNTY DRAIN COMMISSIONER. Towar Rain Garden Drains A Low-Impact Urban Retrofit

Final Report: Appendix C. LID Parking Lot Design and Teaching Tool at Bridgewater State University, Bridgewater Supporting Information

A. Install all temporary erosion control measures (in accordance with MNDOT General Conditions 2573) prior to site disturbance.

POND Construction. Perry L. Oakes, PE State Conservation Engineer Natural Resources Conservation Service

Florence County Small Commercial Land Disturbance Permit Application


WAKE COUNTY STORMWATER MAINTENANCE CHECKLIST

APPLICATIONS IN FILTRATION AND DRAINAGE & EROSION CONTROL

5/15/2013. Basin Area. Vegetation. Rainfall & Runoff. Soil Type. Topics. Factors Influencing Erosion. Factors Influencing Erosion

SUSTAINABLE REDEVLOPMENT OF FORMER AND ABANDONED LANDFILLS LESSONS FROM PRACTICE

Rainwater Harvesting: Soil Storage and Infiltration Systems

SECTION EARTHWORK

Image: Montana NRCS USDA

Capillary Action Subsurface Irrigation

Shelbyville, KY Stormwater Best Management Practices. Section 2 EROSION PREVENTION AND SEDIMENT CONTROL PLAN

The following general requirements will be met for all planter box installations:

Town of Essex Small Site Erosion Control Guide

Placement of the soil should be in lifts of mm and loosely compacted (tamped lightly with a backhoe bucket).

SECTION PLANTING SOIL for SOIL CELLS. This specification defines material and performance requirements for soils which are to be used

ABBREVIATIONS. Dwg LID of 1. Abbreviations

PLAN SUBMITTER'S CHECKLIST

Leak Location Geosynthetic Materials in Base Liner Systems. NY Federation SWANA. May, 2014


Structural Storm Water Best Management Practices (BMPs)

Raingardens. Conserving and Protecting Water L

6.1 Bioretention Areas

ABBREVIATIONS: TABLE OF CONTENTS: REFERENCE MATERIALS: CITY OF SEATTLE COMBINED SEWER OVERFLOW GALLONS PER MINUTE POLYVINYL CHLORIDE SQUARE FEET

Wisconsin Contractors Institute Continuing Education

City of Stoughton Erosion Control Permit Application (effective 2/6/2018)

SILT FENCE MACHINE SLICED ERO-1A STEEL FENCE POST (T-POST), MINIMUM 5' LONG, 6' MAXIMUM SPACING.

A Collection and Removal System for Water in the Final Cover Drainage Layer

Alternatives Analysis Summary Memorandum

LANDFILL FINAL COVER AND MANAGEMENT OF LEACHATE SEEPS BELOW FINAL COVER

Low Impact Development Practices

Exposed geomembrane covers: Part 1 - geomembrane stresses

Rice SWCD Rain Garden Cost-Share Program

Glencoe Elementary School Parking Lot Retrofit 825 SE 51 st Street

Severn River Sub-Watershed: BMP 09-Retrofit

VALLEY VIEW POND Q&A. This item will be discussed under the First Reading portion of the agenda at the July 17, 2012 Village Council meeting.

A. INTRODUCTION OVERVIEW

Inspection and Maintenance of Stormwater Best Management Practices

511 - RIP RAP - OPSS 511 ROCK PROTECTION - OPSS 511 GRAVEL SHEETING - OPSS 511 GEOTEXTILE - OPSS 511

CONSTRUCTION SPECIFICATION FOR RIP RAP, ROCK PROTECTION AND GRAVEL SHEETING

Lessons Learned From the Failure of a GCL/Geomembrane Barrier on a Side Slope Landfill Cover

Soil Restoration in Accordance with. The NYSDEC 2015 Stormwater Management Design Manual

GEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE

Maintaining Your Neighborhood Stormwater Facilities How to identify stormwater facilities and keep them working

Chapter 2 Roof Downspout Controls

REHABILITATION OF SAIDA DUMPSITE

Low Density Projects. Design Objective

Costs Design Construction Operation Maintenance

Project: Developer/Designer: Reviewer: I. Narrative: 1. Project Description: Describes the nature and purpose of the land disturbing activity.

Neighborhood Drainage Infrastructure Improvements Using Green Initiatives. Village of Hinsdale, IL

SUPPORTING DOCUMENT STORMWATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE

PRELIMINARY DRAINAGE REPORT LATHAM 200 MMSCFD GAS PROCESSING PLANT

WQ-07 INFILTRATION TRENCH

Vegetated Filter Strips and Buffers

5. LOW IMPACT DEVELOPMENT DESIGN STANDARDS

HIGH PERFORMANCE COAL COMBUSTION RESIDUAL (CCR) SOLUTIONS

Appendix D - Technical Design Criteria for BMPs

Stormwater and Your Home. Mason Conservation District. Stephanie Bishop, Environmental Specialist Rich Geiger, P.E., District Engineer

SECTION 900 TURF ESTABLISHMENT

STORM WATER MANAGEMENT PLAN APPLICATION Manheim Borough

This section covers the planting of seed, sod, trees and vegetation.

12/19/2007. Bill Hunt, PE, Ph.D. NC Cooperative Extension NC State University

Post Construction BMPs

Transcription:

Cost Estimating for Landfill Design Presentation at ASTSWMO Portland, Oregon Meeting August 14, 2007 Robert Maxey, P.E. EPA Office of Solid Waste Corrective Action Programs Branch maxey.bob@epa.gov

Landfill Closure Cost Estimate 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Installation of Gas Management Layer (Using Fill) Installation of Clay Layer Installation of Geomembrane Installation of Drainage Layer Installation of Fill Installation of Topsoil Establishment of Vegetative Cover Installation of a Gas Collection System Installation of Storm Water Control Subtotal of Closure Costs (Add lines 1 through 9) Engineering Expenses (10% of closure costs) Survey Plat Certificate of Closure Subtotal Contingency Allowance (20% of Subtotal) TOTAL COST OF CLOSURE $1,034,133 $6,008,780 $990,000 $2,633,920 $3,960,000 $1,785,036 $133,150 $935,700 $161,566 $16,608,151 $1,660,815 $42,975 $4,000 $18,315,942 $3,663,188 $21,979,130

MUNICIPAL LANDFILL CAP DESIGN Design of landfill cover depends on bottom liner system Covers designed to prevent bathtub effect where moisture accumulates in landfill Use soils of various permeabilities to control water movement Local soils can be blended to achieve hydraulic requirements to reduce costs of transport of nonnative soils

Particle Size Determines Hydraulic Properties Material Diameter Range Limits (mm) Typical Permeability (cm/sec) Boulder Cobble Pebble Sand Silt Clay 256< 64 to 256 2 to 64 1/16 to 2 1/256 to 1/16 < 1/256 0.1 0.01 0.001 10-4 10-5 10-7

Typical Subtitle D Cover

Preparations for Taxes & Estimates are Similar Taxes Wage income Interest income Asset sales Personal exemptions Tax deductions 401(k) deductions Cap Estimate Construction layers Sources of clay, sand, fill & haul distances Width, length & depth of cover Stormwater control Gas collection system Geomembrane, geotextile costs Location determines labor costs

Basis of Cap Estimate Landfill is 1200 feet square, 33 acres, 45 feet deep Clay cost: $13 to $37 per cubic yard Geomembrane: $0.55/ft 2 Sand cost: $10 to $40 per cubic yard Fill cost: $8 to $40 per cubic yard Soil material can be adjacent to site (1 mile) or close (within 20 miles)

CostPro Software Developed by EPA in mid-1990 s New edition available Fall, 2007 Used primarily for estimating costs of closure and post-closure Follows methodology of OSWER Directive 9476.00-6 (1986)

RACER Software Developed by USAF in early 1990 s for CERCLA/RCRA Used primarily for estimating costs of corrective actions Also includes some models for closures and post-closures, including various cap designs

Cost References R.S. Means provides a common database for the CostPro system. ECHOS is an excellent environmental database, available in a searchable PDF file. Both include thousands of line items Two complementary references for environmental line items

Landfill Design 1 AREA OF LANDFILL 1.A Length 1,200 ft 1.B Width 1,200 ft 1.C Area of Landfill 1,440,000 ft 2 1.D Area of Landfill in yd 2 160,000 yd 2 1.E Area of Landfill in acres 33 acres 2 VOLUME OF GAS MANAGEMENT LAYER 2.A Thickness of Gas Management Layer 0.5 ft 2.B Volume of Gas Management Layer 720,000 ft 3 2.C Volume of Gas Management Layer in yd 3 26,667 yd 3

Landfill Design 3 VOLUME OF CLAY LAYER 3.A Thickness of Clay Layer 2 ft 3.B Volume of Clay Layer 2,880,000 ft 3 3.C Volume of Clay Layer in yd 3 106,667 yd 3 4 VOLUME OF SAND OR GRAVEL LAYER 4.A Thickness of sand or gravel layer 1 ft 4.B Volume of Sand or Gravel Layer 1,440,000 ft 3 4.C Volume of Sand or Gravel Layer in yd 3 53,333 yd 3

Landfill Design 5 VOLUME OF FILL LAYER 5.A Thickness of Fill Layer 1.5 ft 5.B Volume of Fill Layer 2,160,000 ft 3 5.C Volume of Fill Layer in yd 3 80,000 yd 3 6 VOLUME OF TOPSOIL LAYER 6.A Thickness of Topsoil Layer 0.5 ft 6.B Volume of Topsoil Layer 720,000 ft 3 6.C Volume of Topsoil Layer in yd 3 26,667 yd 3

Landfill Design 7 GAS COLLECTION SYSTEM 7.A Mean depth of landfill 45 ft 8 STORM WATER CONTROL 8.A Length of side slopes requiring conveyances 600 ft 8.B Total linear feet of grass ditches to be constructed 6,612 ft 8.C Total linear feet of rip rap ditches to be constructed 3,306 ft

Installation of Drainage Layer 1 PURCHASE & DELIVERY OF SAND OR GRAVEL 1.A Volume of sand or gravel required 53,333 yd 3 1.B Compaction factor 0.075 1.C Volume of additional sand or gravel required 4,000 yd 3 1.D Total volume of sand or gravel required 57,333 yd 3 1.E Cost of sand or gravel per yd 3 $12.55 /yd 3 1.F Subtotal of cost to purchase sand or gravel $719,533 1.G Cost of delivery of sand or gravel per yd 3 $24.50 /yd 3 1.H 1.I Subtotal of cost to deliver sand or gravel Cost to Purchase & Deliver Sand or Gravel $1,404,667 $2,124,200

Installation of Drainage Layer 2 SPREADING & COMPACTING OF SAND OR GRAVEL LAYER 2.A Labor & equipment cost per yd 3 to spread sand or gravel $1.73 /yd 3 2.B Subtotal of labor & equipment cost to spread sand or gravel $99,187 2.C Labor & equipment cost per yd 3 to compact sand or gravel $0.82 /yd 3 2.D 2.E 2.F Subtotal of labor & equipment cost to compact sand or gravel Cost of mobilization & demobilization (flat rate) Cost to Spread & Compact Sand or Gravel Layer $47,013 $0 $146,200

Installation of Drainage Layer 3 PURCHASE, DELIVERY & INSTALLATION OF GEOTEXTILE FILTER FABRIC 3.A Area of landfill 160,000 yd 2 3.B Cost of geotextile filter fabric per yd 2 $2.05 /yd 2 3.C Cost to Purchase, Deliver & Install Geotextile Filter Fabric $328,000 4 PURCHASE & INSTALLATION OF DRAINAGE PIPING 4.A Length of landfill 1,200 ft 4.B Width of landfill 1,200 ft 4.C Length of drainage pipe needed 4,800 ft 4.D Cost of drainage pipe per ft $7.40 /ft 4.E Cost to Purchase & Install Drainage Piping TOTAL COST OF INSTALLATION OF DRAINAGE LAYER $35,520 $2,633,920

Installation of Gas Management Layer Using Fill 1 PURCHASE & DELIVERY OF UNCLASSIFIED FILL 1.A Volume of fill required 26,667 yd 3 1.B Compaction factor 0.00 1.C Volume of additional fill required 0 yd 3 1.D Total volume of fill required 26,667 yd 3 1.E Cost of fill per yd 3 $12.55 /yd 3 1.F Subtotal of cost to purchase fill $334,667 1.G Cost of delivery of fill per yd 3 $24.50 /yd 3 1.H Subtotal of cost to deliver fill $653,333 1.I Cost to Purchase & Deliver Fill $988,000

Installation of Gas Management Layer Using Fill 2 SPREADING & COMPACTING OF FILL 2.A Labor & equipment cost per yd 3 to spread fill $1.73 /yd 3 2.B Subtotal of labor & equipment cost to spread fill $46,133 2.C Labor & equipment cost per yd 3 to compact fill $0.00 /yd 3 2.D Subtotal of labor & equipment cost to compact fill $0 2.E Cost of mobilization & demobilization (flat rate) $0 2.F Cost to Spread & Compact Fill $46,133 COST OF GAS MANAGEMENT LAYER $1,034,133

Installation of Clay Layer 1 PURCHASE & DELIVERY OF CLAY 1.A Volume of clay required 106,667 yd 3 1.B Compaction factor 0.40 1.C Volume of additional clay required 42,667 yd 3 1.D Total volume of clay required 149,334 yd 3 1.E Cost of clay per yd 3 $9.40 /yd 3 1.F Subtotal of cost of clay $1,403,740 1.G Cost of delivery of clay per yd 3 $24.50 /yd 3 1.H 1.I Subtotal of cost to deliver clay Cost to purchase & deliver clay $3,658,683 $5,062,423

Installation of Clay Layer 2 SPREADING & COMPACTING OF CLAY LAYER 2.A Labor & equipment cost per work hour $144.09 /work hour 2.B Work rate required to spread 1 yd 3 of clay 0.0120 work hour/yd 3 2.C Number of hours required to spread clay 1,793.0 work hours 2.D Subtotal of labor & equipment cost to spread clay $258,353 2.E Labor & equipment cost for compacting $176.17 /work hour 2.F Work rate required to compact 1 yd 3 of clay 0.0090 work hour/yd 3 2.G Number of hours required to compact clay 1,345.0 work hours 2.H Subtotal to compact clay $236,949 2.I Cost of mobilization & demobilization (flat rate) $335 2.J Cost to Spread & Compact Clay Layer $495,637

Clay layer tests Atterberg limits Hydrometer analysis Washed sieve analysis Density & classification of undisturbed sample Moisture content Recompacted permeability Proctor compacting Sand cone test (COE Preference) Nuclear density

Testing of Clay Layer 3.A Area of landfill 1,440,000 ft 2 3.B Maximum landfill area per test 12,000 ft 2 /test 3.C Number of tests per clay lift 120 tests/lift 3.D Total number of tests required 720 tests 3.E Costs per set of tests $626 /set of tests 3.F Cost to perform tests $450,720 TOTAL COST OF INSTALLATION OF CLAY LAYER $6,008,780

Installation of Geomembrane 1 Area of Landfill 1,440,000 ft 2 2 Cost to install 40-mil VLDPE liner per ft 2 $0.55 /ft 2 3 Subtotal to install 40-mil VFPE liner $792,000 4 Cost of engineering controls, inspection & testing $198,000 TOTAL COST OF INSTALLATION OF GEOMEMBRANE $990,000

Establishment of Vegetative Cover 1 SOIL PREPARATION 1.A Area of landfill 1,440,000 ft 2 1.B Area of landfill in 1,000 ft 2 (MSF) 1,440 MSF 1.C Labor & equipment cost per MSF $43.00 /MSF 1.D 1.E 1.F Subtotal of labor & equipment cost to prepare soil Cost of mobilization & demobilization (flat rate) Cost to Prepare Soil $61,920 $335 $62,255

Establishment of Vegetative Cover 2 SEEDING, FERTILIZING & MULCHING 2.A Labor, material & equipment cost per MSF $49.00 /MSF 2.B 2.C 2.D Cost to seed, fertilize & mulch Cost of mobilization & demobilization (flat rate) Cost to Seed, Fertilize & Mulch $70,560 $335 $70,895 TOTAL COST OF ESTABLISHMENT OF VEGETATIVE COVER $133,150

Gas Collection System 1 PREPROJECT ENGINEERING 1.A Area of landfill 1,440,000 ft 2 1.B Number of vertical gas collection wells 23 wells 1.C Labor & equipment cost per well for initial determination of well placement & field stakeout $2,243 /well 1.D Cost to determine well placement & field stakeout $51,578 1.E Development of drawings $816 1.F Engineering recommedations $912 1.G Cost to Perform Preproject Engineering $53,306 2 EQUIPMENT MOBILIZATION & DEMOBILIZATION $505

Gas Collection System 3 WELL INSTALLATION 3.A Number of vertical gas collection wells 23 wells 3.B Mean vertical well depth 33.75 ft 3.C Total vertical boring depth 776.25 3.D Labor, equipment & material cost per well $26.31 /ft 3.E Cost to install vent piping $20,423 3.F Cost per well for installation of well head & fittings $832 /well 3.F Cost to install peripherals for all wells $19,140 3.F Cost to Install Gas Collection Wells $39,563

Gas Collection System 4 HEADER PIPE INSTALLATION 4.A Number of acres in landfill 33 acres 4.B Length of header pipe @ 200 ft/acre 6,612 4.C Header piping cost $120 /ft 4.D Cost to Install Header Pipe $793,388 5 BLOWER & FLARE SYSTEM 5.A 5.B Blower,143 ft 3 /min, Positive Displacement with Motor Flare, 2.25 Million BTU/Hour, Landfill Off-Gas $2,237 $46,701 $48,938 TOTAL COST OF GAS COLLECTION SYSTEM $935,700

Storm Water Control 1 STORM WATER SIDE SLOPE CONVEYANCE CONSTRUCTION 1.A Length of side slopes requiring conveyance 600 ft 1.B Number of conveyances required 24 1.C Mean length of conveyances 50 ft 1.D Total length of conveyances 1,200 ft 1.E Labor & equipment cost per foot to construct conveyances $5.52 /ft 1.F Cost to Perform Construct Conveyances $6,624

Storm Water Control 2 DITCH & BERM CONSTRUCTION 2.A Total linear feet of grass ditches to construct 6,612 ft 2.B Labor & equipment cost per foot to construct grass ditches $12.83 /ft 2.C Subtotal to construct grass ditches $84,826 2.D Total linear feet of rip rap ditches to construct 3,306 ft 2.E Labor & equipment cost per foot to construct rip rap ditches $21.21 /ft 2.F 2.G Subtotal to construct rip rap ditches Cost to Construct Ditches & Berms $70,116 $154,942 TOTAL COST OF STORM WATER CONTROL $161,566

Landfill Closure Cost Estimate 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Installation of Gas Management Layer (Using Fill) Installation of Clay Layer Installation of Geomembrane Installation of Drainage Layer Installation of Fill Installation of Topsoil Establishment of Vegetative Cover Installation of a Gas Collection System Installation of Storm Water Control Subtotal of Closure Costs (Add lines 1 through 9) Engineering Expenses (10% of closure costs) Survey Plat Certificate of Closure Subtotal Contingency Allowance (20% of Subtotal) TOTAL COST OF CLOSURE $1,034,133 $6,008,780 $990,000 $2,633,920 $3,960,000 $1,785,036 $133,150 $935,700 $161,566 $16,608,151 $1,660,815 $42,975 $4,000 $18,315,942 $3,663,188 $21,979,130

Cost Estimate Comparisons 33 Acre Municipal Cap RACER Estimate Type CostPro Standard Unit Prices CostPro Low Unit Prices MSW Approach Federal Remediation Technologoies Roundtable Cost $21,979,000 $13,494,000 $12,357,000 $9,125,000 $5,775,000

Conclusions Capping costs very dependent on soil costs R.S. Means costs tend to be high RACER costs tend to be lower Same estimating process could apply to the liner

Recommendations Know unit prices for soil & materials before preparation of a cost estimate Expertise for cost estimates is required in several solid waste areas consider having an expert work in all of these areas, perhaps 1 per EPA region or state In general, use the CostPro system, but be prepared to replace standard costs Purchase & use cost estimating software & publications

Additional Cost Estimating Tools Annual maintenance costs: mowing, watering, seeding, fertilizing Groundwater sampling requirements Available both in CostPro & RACER

Acknowledgements OSW Management for funding of the new CostPro Santek Environmental Testamerica GSE Lining Technology