The Great Soil Debate: Understanding competing approaches to soil design ASLA Annual Meeting September 20, 2009
|
|
- Trevor Summers
- 7 years ago
- Views:
Transcription
1 The Great Soil Debate: Understanding competing approaches to soil design ASLA Annual Meeting September 20, 2009 Introduction Over the last 20 years soils design has advanced radically from using stripped loam from untested and unsustainable sources. Today landscape architects are using highly specified soils for high use turf, passive turf, planting beds, steep slopes, structural soils, etc. that need to perform in intensive environments. Yet there is no settled science in this field. Landscape architects approaching the question are faced with competing approaches to soil design. Three leaders in the field will advocate for competing design approaches giving landscape architects the tools they need to make educated and sustainable choices. For landscape architects the questions abound: How are we to know which approaches work best for our specific applications? How are we to make choices between approaches? And how are we to present these choices intelligently to clients, regulators, and design review panels? What is a sustainable soil? With the Sustainable Sites Initiative in its second draft form, the issue is front and center. Pending guidelines have the potential to direct landscape architects toward one approach or remain open to multiple systems. What are the next steps in this developing science? Through case studies, science-based evidence of long term performance, and an open discussion of cost, constructability, and sustainability, landscape architects will gain the knowledge required to make choices, lead a collaborative design process, and advocate for the soils design to owners, regulators, and contractors. Presentation Outline The first portion of the session will be the three primary panelists giving the audience a general understanding of how they approach each design problem. They will then present a case-study describing how their approach was applied in a real-world situation. The second portion of the session will be a moderated discussion focusing on assessing the comparative values of each approach in different situations. The session will close with questions and answers from the audience. 1) Panelists Presentations:
2 The Great Soil Debate: Understanding competing approaches to soil design page 2 i) Two strategies for improving compacted soil: amending existing soil with organic matter to create planting beds, and mixing uniform gravel and soil to create CU-Structural Soil for planting under pavement. Nina Bassuk, Cornell University, Ithaca NY, NLB2@cornell.edu Description of the problem When do we need blended soils? When there is no existing soil or when soil structure is damaged, soils need to be blended with materials that will allow them to support the various functions they are asked to perform (e.g. compaction resistant sports turf, shrub planting beds, street tree soils under pavement). Soil compaction is the most commonly found and most difficult soil condition to overcome. The delicate balance between micropores and macropores is disrupted reducing drainage and aeration as well as preventing roots from growing through the soil. It is important to understand that remediating compacted soil must address two issues: the high soil density that limits root growth, and a lack of adequate drainage in the root zone. Testing Root-limiting bulk density in sandy soils ranges from 1.5 g/cc in well-graded sandy soils to 1.7g/cc in coarse or uniformly graded sandy soils. For clayey soils, root-limiting soil density is approximately 1.4g/cc. You can do a field test on site to know if and where soil needs remediating. (1) It would also be wise to test drainage (percolation) on site at different depths to determine if the subgrade and surface soil layers drain. Using field perc. methods, 2-4 drainage per hour is satisfactory. (1). Anything less than this may require soil amendment and/or the placement of underdrainage to move excess water. Even after supplemental drainage is added it may be necessary to choose plants that will tolerate periods of wet soil conditions. Creating macropores where there are none using compost or bulk organic matter for planting bed soils. How much compost must be added to a soil to reduce soil density even after expected recompaction? In compacted sandy soils a minimum of 25% compost by volume (1 part compost to 3 parts sandy soil) must be mixed into the soil to reduce soil density below root limiting levels and improve drainage. If the soil is more loamy than sandy, at least 33 % compost amendment is needed (1 part compost to 2 parts loamy soil). In clayey soil 50% compost amendment is necessary to reduce the effects of compaction (1 part compost to 1 part soil). Mix organic matter and soil either on site with a deep ripper, asphalt mill or small excavator to or off site with a front-end loader. Do not use a rototiller (too shallow and it destroys soil structure). It is critical to assess the subgrade to determine if it will drain. If it doesn t drain at least 2-4 per hour, use subsurface sculpting and underdrainage, French drains or sumps to allow water at the interface of the amended soil and the existing subgrade to move away from the root zone. Always amend a site, never a hole. Calculate soil volume necessary to support design-size plants (1.) Place plants to share improved soil in a common bed. For small to medium shrubs inches useable soil depth is adequate. For large shrubs and trees, of soil depth is preferable. To replenish organic matter in these high organic matter beds, add 2 of mulch (bark chips, compost) to the beds every year.
3 The Great Soil Debate: Understanding competing approaches to soil design page 3 Use of CU-Structural Soil to grow trees surrounded by pavement. The need for a load-bearing soil under pavement gave rise to the development of CU-Structural Soil, a blended soil that can be compacted to 100% dry density (Proctor density or modified Proctor density) to bear the load of a pavement while allowing tree roots to grow through it. Previously, soils compacted to meet engineering specifications for load bearing restricted tree root growth. The concept behind it CU-Structural Soil is a mixture of crushed gravel and soil with a small amount of hydrogel to prevent the soil and stone from separating during the mixing and installation process. The keys to its success are the following: the gravel should consist of crushed stone approximately one inch in diameter, with no finer particles, to provide the greatest porosity. The soil needed to make structural soil should be loam to clay loam containing at least 20% clay to maximize water and nutrient holding capacity. The proportion of soil to stone is approximately 80% stone to 20% soil by dry weight, with a small amount of hydrogel aiding in the uniform blending of the two materials. This proportion insures that each stone touches another stone, creating a rigid lattice or skeleton, while the soil fills the large pore spaces that are created by the stone. This way, when compacted, any compactive load would be borne from stone to stone, and the soil in between the stones would remain uncompacted. (2) CU-Structural soil uses the concept of uniformly graded sands and supersizes the sand to accommodate large tree roots. In our experience the use of a uniformly graded sand /soil mix cannot be compacted to 95% Proctor density without limiting tree roots. How is it used? CU- Structural Soil requires a large volume of soil under pavement, approximately 2 cubic feet of soil for every square foot of envisioned crown diameter. We recommend a 36 soil depth, although several projects have been successful using as shallow as 24. We would not recommend any less than 24. CU-Structural Soil has an available water holding capacity between 7% and 12% depending on the level of compaction. This is equivalent to a loamy sand or sandy loam. (See the table below for soil volume recommendations). Because of its well-drained nature, trees that prefer well-drained soils do best in CU- Structural Soil. Depending on the stone type used to make it, the ph of the soil may be affected (e.g. limestone vs. granite). Good tree selection practices and establishment procedures should be used with CU- Structural Soil as would be done with any tree installation. It is important to maximize the water infiltration through the pavement to replenish CU-Soil as with any soil. Unfortunately, designers often do no allow for adequate water infiltration or trunk growth when planting in a paved surface. Although CU-Structural Soil is made of readily available local crushed stone and soils, it is essential to make it correctly. To insure quality control, CU-Structural Soil is made by licensed producers who make it according to its specification all over the country (75 producers currently). Samples from the licensed producers are tested at Rutgers University for compliance. Over 1000 CU-Structural Soil projects have been installed successfully all over the US, Canada and Puerto Rico during the past 12 years.
4 The Great Soil Debate: Understanding competing approaches to soil design page 4 Figure 1. Cross-section of typical tree installation into CU-Structural Soil under pavement from curb to building face. Note where the tree pit is open, topsoil should be placed around the tree ball, but CU- Structural Soil should be placed under the ball to prevent tree ball subsidence. Soil volumes necessary to support trees in Midwest or Northeast US without irrigation after establishment Tree size Small-medium tree, Crown diameter 20 Crown projection, (square feet) Available water 8% (CU-Soil) cubic feet, (16 cu yards)* Available water 12% (Sandy loam) 400 cubic feet, (15 cu yards) Available water 15% (Loam) 325 cubic feet, (12 cu yards) Large Tree, Crown diameter cu. feet* (44 cu. yards) 910 cubic feet (34 cu. yards) 725 cubic feet (30 cu. yards) *420 and 1175 cubic feet of CU-Structural Soil assumes loam soil will be placed around the tree ball, but not under the ball in the pavement opening of 7 x7 or 5 x 10. CU-Structural Soil only be used under adjacent pavement. If CU-Structural Soil were used in the pavement opening and under the pavement, the total amount of CU-Structural Soil would have to be raised to 600 (22 cu. yards) and 1363 (50 cu. yards) cubic feet, respectively. References. 1.Trees in the Urban Landscape, 2004, Peter Trowbridge and Nina Bassuk. John Wiley 2.Cornell Urban Horticulture Institute Structural Soil website:
5 The Great Soil Debate: Understanding competing approaches to soil design page 5 ii) The Case for Blended Soils as Planting Media Robert Pine, PE, MLA The Nature of Planting Soils Natural topsoil is the product of geologic and biological processes over millennia or longer. Plants have developed in response to the characteristics of topsoil, yet many topsoil resources are not well suited to modern urban landscapes where there are intense plantings and heavy use. Quality topsoil is a rare commodity in many urban markets and, where available, sometimes comes from stripped agricultural resources. In many markets, the so-called loam is a mixture of random topsoil-like materials, Such uncontrolled mixes typically have very poor horticultural value and are extremely vulnerable to compaction. Blended soils create a means to stretch topsoil resources, thereby reducing market pressure on prime farmland soils. Blended soils improve the horticultural performance and the sustainability of soil environments and can be designed for special uses such as structural soil, high use turf, wetlands, wetland transition zones, bioretention, and rooftop plantings. Why Soils Fail While there are many reasons for failed soils, three of the most common problems are the following. Compaction is the bane of soils and leads to poor rooting, reduced infiltration and internal drainage, and a host of interrelated problems. While compaction is the result of excess forces applied to the soil, vulnerability to compaction is a function of grain size distribution. Well-graded soils, including most natural topsoils, tend to compact easily, while uniformly (poorly) graded, sandy soils tend to resist becoming over-compact. Excessive fines, or loss of soil structure, cause poor aeration, low infiltration rates, wet soils and poor plant performance. Macropore space is critical to soil performance and is created primarily by adequate sand content in sandy loams and crumb structure (peds) in soils with high clay contents. Anaerobic conditions cause ongoing saturated soils and, consequently, planting disasters. Anaerobic conditions develop when there is inadequate oxygen in the soil, usually due to extremely wet conditions or excessive compaction. Once established, anaerobic microbes exude products to change the soil environment so that it retains excess moisture and thus allows them to continue to dominate the soil behavior. Designing Blended Soils The design of blended soils involves varying the percentages of topsoil, sand and compost in a mix in order to 1) match soil performance with horticultural and use requirements, 2) prevent soils from failing, and 3) create sustainable conditions. Components of Blended Soils Natural Topsoil provides silt and clay particles, natural soil biology, and stable organics. Increasing the topsoil content in a mix improves water and nutrient holding capacities but excessive amounts make blended soils more vulnerability to compaction and decreased infiltration and aeration. Uniform Sand provides the primary physical structure for a soil blend. The uniformity of the sand particle size distribution, expressed by a coefficient of uniformity, is critical to influencing soil performance. Increasing the sand content in a mix increases macropore space, aeration, infiltration and permeability and provides resistance to compaction, but reduces water and nutrient holding capacities. Compost provides organic material for a mix when the organics in the topsoil are not adequate. Increasing the compost content in a mix increases water and nutrient holding capacities, provides beneficial soil biology, improves soil structure and therefore aeration and is a source of nutrients. Compost at high concentrations can result in settlements and can increase vulnerability to anaerobic conditions if the soil has poor aeration, especially if the compost is not adequately mature.
6 The Great Soil Debate: Understanding competing approaches to soil design page 6 Soil Design Criteria For any given soil design, there are a variety of interrelated criteria that must be considered. The primary criteria are normally the following. Soil physical structure is governed by particle size distribution. The presence of uniformly graded sand particles, or well-developed crumb structure (peds) in clay soils, improves many horticultural properties, including aeration and drainage. Sand provides resistance to compaction. Plant available water holding capacity increases most rapidly with increasing organic content, but also with increasing silt and clay content. Nutrients are available from certain mineral components and from organics. Nutrient holding capacity increases with increasing clay content and organic content. Quality Control and Placement For most projects approximate mix ratios are suggested but specifications control final grain size distributions, horticultural properties and saturated hydraulic conductivities at anticipated field compaction levels. Specified compaction ranges for planting soils are typically from 82 to 86 percent Standard Proctor with a minimum saturated hydraulic conductivity of 2 or 3 inches per hour and from 86 to 88 percent for high use lawns with a minimum rate of 4 inches per hour. Sustainability Natural Topsoil is a limited, non-renewable resource. Although excess topsoil may occur in some markets, when project requirements call for the use of large quantities of topsoil, stripping of agricultural resources, including prime farmland, can result. Typical soil blends contain 25 to 33 percent topsoil, and therefore reduce pressure on topsoil resources. Sand is generally an unlimited resource. Energy can be required for screening, if bank run sources re not available, and for trucking. Compost is produced from recycled waste organics. Maintenance requirements are reduced because blended soils are designed to meet targeted horticultural requirements. Water requirements are reduced by increasing infiltration rates and by designing water holding capacity to meet plant needs. Stormwater runoff is reduced due to increased infiltration rates. Plant lifetimes are increased by designing soils and planting environments to support mature plant development. Designing Lawn Soils Compaction resistance and deep rooting are primary design criteria for lawn soils, especially for high use areas. Lawn soils are therefore generally designed with relatively high sand contents. High sand contents also create good aeration, which tends to encourage deep rooting for grasses. Increasing the amount of compost in a mix will improve water holding capacity, but must be balanced against creating soils which remain wet after rain or irrigation and result in rapid wear if then subjected to moderate or high use. A typical mix ratio for a high use lawn is 3 parts sand to 1.5 parts topsoil to 1 part compost. A typical mix ratio for a passive use lawn is 2 parts sand to 1.5 parts topsoil to 1 part compost. Designing Planting Bed Soils Optimal horticultural support for plantings is typically the highest priority criterion in designing soils for planting beds. Most planting beds are designed with a two-layer soil system with a higher organic soil in the upper foot and lower organic, horticultural subsoil for deeper soils. A typical mix ratio for the upper, planting bed soil is equal parts of sand, topsoil and compost. A typical mix ratio for horticultural subsoil is equal parts sand and topsoil. On-site mineral soils can sometimes be blended with compost to create horticultural subsoil. However, if the mineral soil is well-graded it will be vulnerable to becoming over-compact. If it is too fine-grained, it is likely to be poorly drained.
7 The Great Soil Debate: Understanding competing approaches to soil design page 7 Designing Sand-Based Structural Soil Sand-based structural soil is a system for providing an appropriate rooting medium for trees which can also support pavements. A typical profile consists of pavement, underlain by several inches of crushed stone, underlain by two to three feet of sand based structural soil, underlain by a drainage system. Aeration pipes are placed within the crushed stone layer to create an air/soil interface at the top of the structural soil. An irrigation system, typically drip irrigation within the aeration pipes, or harvested stormwater distributed though the aeration pipes, provides moisture and nutrients as needed. The structural soil medium consists of very uniform medium to coarse sand, mixed with lesser quantities of compost and topsoil. The uniformity of the mix gradation allows a high level of compaction but which also permits root penetration. Sand-based structural soils can be compacted to 95 percent proctor and typically have a minimum saturated hydraulic conductivity of six inches per hour at that density. A typical mix ratio is 4 parts sand to 1 part topsoil to 1 part compost. Root growth of eighteen inches per year into compacted structural soil has been documented. Successful street tree plantings on numerous projects, including the Boston Central Artery, have repeatedly demonstrated the success, flexibility and cost effectiveness of the system.
8 The Great Soil Debate: Understanding competing approaches to soil design page 8 iii) Natural soils as planting medium or the primary component in a planting mix James Urban, FASLA, ISA Some very general guidelines What are natural soils? Existing site soils particularly upper ), A and B horizon soils but can include lower horizons soils that do not have excessively high or low ph or extreme clay, silt or sand or rock content. Collected soils harvested from development sites. Are natural soils more sustainable than high sand soil mixes? Higher water and nutrient holding capacity Low to no irrigation requirements Better supports xeriscape plant pallets, less fertilizer. Less damage to the land as often soil is harvested from a site already being developed. Less embodied energy to harvest and bring components together. Sustainable sites initiative credit for reuse of existing soil. Availability of soil? Usable natural soils are an available resource in most markets. LA needs to understand regional differences and soil building processes, talk to soil experts and soil suppliers in the area to understand available soil types Lower cost as more natural soil is added to mix Differences between natural soils and sand based blended soils? Natural soils and soil blends usually have Lower compaction resistance: develop compaction resistant designs! Higher water and nutrient holding capacity: less irrigation dependant Lower drainage rates: increase slopes on lawns and beds to improve drainage. Requirement for greater understanding of constructability limitations such as wet weather and over mixing Design compaction resistant landscapes rather than compaction resistant soils. Solve problems with sustainable design rather than sustainable products or specifications. Less lawn. Mound or depress planting beds, and use curbs to reduce pedestrian intrusion into beds. Assure adequate surface drainage. Avoid paving close to trees or use suspended pavements. Plant trees and shrubs on wider spacing and in larger planting beds. Calculate soil volumes at the preliminary design stage. Maintain macro pore space with soil ped retention in soil types with strong ped structure (sandy clay loam, clay loam and loam soils). Stop fine screening and over mixing of soil that breakdown peds. Accept sticks and stones 2mm 3 in soil up to 10% by volume. Natural soil and soil based mix types Soil with only surface compost addition. Often the best choice, but assure adequate drainage minimum 2% on lawns and 5-10% on beds to compensate for slower drainage within the soil. Soil and compost mixes plus additional surface compost application (max 15% compost by volume). Soil, sand and compost. (See mix ratio chart) Use as a last resort in soils with high levels of silt and or fine sands and weak ped structure. When adding sand, final coarse to medium size sand content in mix (sand in soil and added sand combined, must exceed 55%, higher in lawns.
9 The Great Soil Debate: Understanding competing approaches to soil design page 9 Compost Compost is not 100% organic matter! Humus organic matter in natural soils is much more stable that the organic matter in compost. Compost does not replace soil organic matter. Do not add large amounts of compost to the soil mix. 15% is a lot of compost. Save the compost for Natural soils as planting medium or the primary component in a planting mix the top 6 (up to 50% compost) installed after installation of the soil mix. Anticipate soil settlement after installation at least 10% of the total soil depth. Submittal and construction administration LA must be a part of the submittal and CA process. You have to be there and understand what you specified. LA s are in the construction business. Soil mixes where sand or compost is added to make a mineral soil submittal meet a topsoil spec must not be accepted. Require that base soils be harvested soils not mixes. Soils is an imprecise natural product, do not overly rely on testing data. Always look at the sample when evaluating soil and compost. Hydraulic conductivity at 80% compaction is the most critical data point, followed by ph and then organic matter. Other test data look for plant limiting extremes. Uses and mix ratios Soil Use Lawns - light pedestrian use Minimum Hydraulic conductivity at 80% of Mix components ratios (parts by volume) adjust so total equals 10 parts maximum dry density Soil with Coarse Compost (Proctor) Peds Sand 2 inches per hour Planting beds.75-1 inch per hour Bioretention beds including within suspended paving Soil within suspended paving 3-4 inches per hour inch per hour Planting bed soil over inches per hour structure Notes: 1. If soil is screened through less than a 2 mesh these numbers and ratio s are not applicable. 2. High aggregate stability (higher clay content) or soils with high amounts of combined medium to coarse sand in base soil (45% or greater) - Use higher soil numbers, 3. Higher silt or higher fine sand amounts in soil - Use higher sand numbers, 4. Smaller projects where soil can be placed without needing to pass over soil during installation - Use higher soil numbers. 5. Soil less than 18 deep - Use higher compost and soil numbers. Soils greater than 24 deep - Use no more than 1 part compost. 6. Organic matter as tested in final mix does not need to be above 5%. You are adding the important organic matter at the top of the soil section. 7. Mix loosely with loader bucked not a blending machine. 8. Assure subgrade layers drain. Break up subgrade compaction and soil interfaces before adding soil mixes. 9. Do not use a soil-blowing machine to install these soils 10. Soil designs for all applications except lawns requires tilling additional compost, 40-50% by volume, into the top 6 inches of the soil after installation. 11. Soil compaction not to exceed 80% maximum dry density. Set finished grades to anticipate approximately 10% of the soil depth additional settlement. Read Up By Roots: Healthy Soils and Trees in the Built Environment Amazon.com
10 The Great Soil Debate: Understanding competing approaches to soil design page 10!!"#$%&'(")*+,-(-'%)'*.%)/-&%$,-*0('1*-2-$,)/,/*$%3,#,)'* "3,+*-'+2&'2+%.*&,..-*
11 The Great Soil Debate: Understanding competing approaches to soil design page 11 2) Moderated Discussion a) Testing, evidence, and science b) Constructability c) Sustainability 3) Questions and Answers Speaker Bios Panelists: Nina Bassuk, Cornell University Nina Bassuk is currently a professor and program leader of the Urban Horticulture Institute at Cornell University. She is also a member of the Sustainable Sites Initiative vegetation committee and sits on the executive board of the New York State Urban Forestry Council. Along with co- author, Peter Trowbridge she wrote 'Trees in the Urban Landscape,' a text for landscape architects and horticultural practitioners on establishing trees in disturbed and urban landscapes. A native New Yorker, Nina's current work focuses on the physiological problems of plants growing in urban environments, including improved plant selections for difficult sites, soil modification including the development of 'CU-Structural Soil' and improved transplanting technology. Robert Pine, ASLA Bob Pine is a professional engineer and a landscape architect. He holds an MS in geotechnical engineering from Cornell University and an MLA from Harvard s GSD. As a principal of Pine and Swallow Environmental he has provided consulting services in soil and drainage design, horticulture and landscape construction for thirty years. Recent projects include: Asian University for Women in Bangladesh; The Highline, Brooklyn Bridge Park and Hudson River Park in New York City; Don River Park in Toronto; Crystal Bridges Museum in Bentonville AR; and sustainable streetscape projects at Harvard University and MIT. James Urban, FASLA James Urban, FASLA specializes in the design of trees and soils in urban spaces. He has written and lectured extensively on the subject of urban tree planting and has been responsible for the introduction of many innovations including most of the current standards relating to urban tree plantings. His 2008 book Up By Roots: Healthy Trees and Soils in the Built Environment, is becoming one of the principle references on tree and soil issues. In 2007 he was awarded the ASLA Medal of Excellence for his contributions to the profession and knowledge of trees and soils. Recent ASLA lectures include: 2007 Alternatives to Structural Soil for Urban Trees and Rain Water, and Successful Landscape Planting Techniques in Difficult Clayey Soils: Soil Amendments & Fertility; 2008 Healthy Trees and Soils, and Sustainable Sites Initiative - Vegetation and Soils, Draft Standards and Guidelines Moderator: Chris Moyles, ASLA Chris Moyles is an associate and senior designer at Reed Hilderbrand Associates Inc., with eighteen years of experience. He is a graduate of the University of Virginia with a Master in Landscape Architecture. Chris has taught at the Arnold Arboretum of Harvard University and the Boston Architectural Center. Chris has designed and implemented projects for many institutions including Massachusetts Institute of Technology, the Phoenix Art Museum, Cornell University, and numerous residential projects. Chris is a member of the American Society of Landscape Architects and the Boston Society of Landscape Architects. He is a registered Landscape Architect in the State of Massachusetts. Current projects include: The Parrish Art Museum in Southampton NY; The Chazen Museum of Art in Madison WI; The National Foundation for Poetry in Chicago; and Long Dock Park in Beacon NY.
Guidelines for Control of Water Runoff on Small Lots. Revised 6/09
Guidelines for Control of Water Runoff on Small Lots Revised 6/09 Table of Contents Introduction and Purpose 3 Administrative Procedures 3 Plan Submittal Requirements 3 General Design Criteria 4 Dry Wells
More informationCW 3110 SUB-GRADE, SUB-BASE AND BASE COURSE CONSTRUCTION TABLE OF CONTENTS
December 2014 CW 3110 SUB-GRADE, SUB-BASE AND BASE COURSE CONSTRUCTION TABLE OF CONTENTS 1. DESCRIPTION... 1 1.1 General... 1 1.2 Definitions... 1 1.3 Referenced Standard Construction Specifications...
More informationSECTION 31 20 00 EARTH MOVING
SECTION 31 20 00 PART 1 - GENERAL 1.01 DESCRIPTION A. This Section describes the requirements for excavating, filling, and grading for earthwork at Parking Structure, new exit stair and as required to
More informationGUIDELINES FOR SOIL FILTER MEDIA IN BIORETENTION SYSTEMS (Version 2.01) March 2008
GUIDELINES FOR SOIL FILTER MEDIA IN BIORETENTION SYSTEMS (Version 2.01) March 2008 The following guidelines for soil filter media in bioretention systems have been prepared on behalf of the Facility for
More informationRain Gardens: Designing your Landscape to Protect Aquatic Resources. Curtis Hinman WSU Extension Faculty Watershed Ecologist chinman@wsu.
Rain Gardens: Designing your Landscape to Protect Aquatic Resources Curtis Hinman WSU Extension Faculty Watershed Ecologist chinman@wsu.edu Basic Design Characteristics Shallow landscaped depressions that
More informationVirginia Street Tree Box Filters Demonstration Project
Virginia Street Tree Box Filters Demonstration Project HARVESTING WATER IN THE LANDSCAPE: IMPLEMENTING LOW IMPACT DEVELOPMENT November 16, 2007 Chris Conway, CPSWQ, Kennedy/Jenks Consultants E. Terri Svetich,
More informationBMP 6.7.3: Soil Amendment & Restoration
BMP 6.7.3: Soil Amendment & Restoration Soil amendment and restoration is the process of improving disturbed soils and low organic soils by restoring soil porosity and/or adding a soil amendment, such
More informationCivil. 2. City of Seattle Supplement to the Specification for Road, Bridge and Municipal Construction, most current addition.
Design Guide Basis of Design This section applies to the design and installation of earthwork and backfill. Design Criteria No stockpiling of excavation materials is allowed unless the Geotechnical Engineer
More informationAPPENDIX F. RESIDENTIAL WATER QUALITY PLAN: ALLOWABLE BMP OPTIONS
APPENDIX F. RESIDENTIAL WATER QUALITY PLAN: ALLOWABLE BMP OPTIONS The following section provides descriptions, advantages, limitations, and schematics of allowable best management practices (BMPs) for
More informationWaterwise Landscaping: Designing a Drought-tolerant (and deer-resistant) Landscape and Garden
Waterwise Landscaping: Designing a Drought-tolerant (and deer-resistant) Landscape and Garden Basic principles of xeriscaping How to Design and Implement Plants and Practical Information UCCE Master Gardeners
More informationDrainage A Crucial Component for Athletic Field Performance. Part Three: Sub-Surface Installed Drainage Systems
www.stma.org Drainage A Crucial Component for Athletic Field Performance Part Three: Sub-Surface Installed Drainage Systems Water is applied to maintained turfgrass areas by irrigation or precipitation.
More informationBegin forwarded message:
From: To: Subject: Date: Attachments: Heather Scott Tully, Tania Fwd: Stalite Root Bridge Tuesday, November 17, 2015 8:58:01 AM Stalite_Root_Bridge_brochure[1].pdf Begin forwarded message: From: "Chuck
More informationRIPRAP From Massachusetts Erosion and Sediment Control Guidelines for Urban and Suburban Areas http://www.mass.gov/dep/water/laws/policies.
RIPRAP From Massachusetts Erosion and Sediment Control Guidelines for Urban and Suburban Areas http://www.mass.gov/dep/water/laws/policies.htm#storm Definition: A permanent, erosion-resistant ground cover
More informationToronto's New Soil and Tree-based Standards for Boulevards
2013 ISA Annual Meeting Toronto, August 3-7, 2013 Toronto's New Soil and Tree-based Standards for Boulevards Extended Abstract May 16, 2013 Introduction In 2012, the city of Toronto embarked on a process
More informationSample Punch List. Garth Ruffner Landscape Architect (916) 797-2576. Page 1 of 5
Sample Punch List This document is provided primarily for landscape contractors who have not previously worked with Garth and would like to know what issues are frequently addressed by site observation
More informationRiver Friendly Landscape Program Frequently Asked Questions (FAQs) February 2016
1. What plants can I use in my water-efficient landscape? The River Friendly Landscape Rebate Program does not require particular plants, only that when fully mature, the plants cover at least fifty percent
More informationSolutions Library Solution 4: Permeable Pavement
SOILS TREES RAINGARDENS Solutions Library Solution 4: "Think like water. Go with the flow." -Frances Kato, Issaquah School District Student 59 60 How Works? Explanation of Diagram The most significant
More informationName: PLSOIL 105 & 106 First Hour Exam February 27, 2012. Part A. Place answers on bubble sheet. 2 pts. each.
Name: PLSOIL 105 & 106 First Hour Exam February 27, 2012 Part A. Place answers on bubble sheet. 2 pts. each. 1. A soil with 15% clay and 20% sand would belong to what textural class? A. Clay C. Loamy sand
More informationC. Section 014510 TESTING LABORATORY SERVICE.
SECTION 014500 QUALITY CONTROL PART 1 GENERAL 1.01 RELATED REQUIREMENTS A. Drawings and General Provisions of Contract, including General and Special Conditions and other Division 1 Specification Sections,
More informationOhio Department of Transportation Division of Production Management Office of Geotechnical Engineering. Geotechnical Bulletin PLAN SUBGRADES
Ohio Department of Transportation Division of Production Management Office of Geotechnical Engineering Geotechnical Bulletin GB 1 PLAN SUBGRADES Geotechnical Bulletin GB1 was jointly developed by the Offices
More informationCOMPOST A USER'S GUIDE TO. The Beauty of Your Lawn & Garden Blossoms from the Soil
A USER'S GUIDE TO COMPOST The Beauty of Your Lawn & Garden Blossoms from the Soil Compost adds organic material and nutrients to the soil, increases water-holding capacity and biological activity, and
More informationIndex. protection. excavated drop inlet protection (Temporary) 6.50.1 6.51.1. Block and gravel inlet Protection (Temporary) 6.52.1
6 Index inlet protection excavated drop inlet protection (Temporary) 6.50.1 HARDWARE CLOTH AND GRAVEL INLET PROTECTION Block and gravel inlet Protection (Temporary) sod drop inlet protection ROCK DOUGHNUT
More informationDESCRIPTION OF STORMWATER STRUCTURAL CONTROLS IN MS4 PERMITS
DESCRIPTION OF STORMWATER STRUCTURAL CONTROLS IN MS4 PERMITS Phase I MS4 permits require continuous updating of the stormwater system inventory owned and operated by the MS4. They also include inspection
More informationSettlement of Foundations on Expansive Clays Due to Moisture Demand of Trees CIGMAT 2008
Settlement of Foundations on Expansive Clays Due to Moisture Demand of Trees CIGMAT 2008 Kenneth E. Tand, P.E. Practicing Geotechnical Engineer FRIEND OR FOE Trees are our friends. They extract carbon
More informationPotting Mix Choices and Recommendations
Potting Mix Choices and Recommendations Ted Bilderback Nursery Crops Specialist North Carolina State University There are no "one size fits all" recipes for growing containerized ornamental plants. However,
More informationInterlocking Concrete Pavement Institute (ICPI) Model Stormwater Ordinance for Permeable Interlocking Concrete Pavements August 2010
Interlocking Concrete Pavement Institute (ICPI) Model Stormwater Ordinance for Permeable Interlocking Concrete Pavements August 2010 Background What are permeable interlocking concrete pavements (PICP)?
More informationAppendix C. Municipal Planning and Site Restoration Considerations
Appendix C Municipal Planning and Site Restoration Considerations 67 68 Appendix C - Municipal Planning and Site Restoration Considerations This appendix contains best practice standards for site planning
More informationUnderground Injection Control Storm Water Information
Underground Injection Control Storm Water Information Best Management Practices DEQ has reviewed the EPA definition of a subsurface fluid distribution system and the infiltration design best management
More informationAUSTRALIAN PAVING CENTRE
AUSTRALIAN PAVING CENTRE The Concept 02 The concept of Ecopave permeable paving is already well established in many countries where development threatens already over-stretched drainage and river systems.
More informationHIGHWAYS DEPARTMENT GUIDANCE NOTES ON SOIL TEST FOR PAVEMENT DESIGN
HIGHWAYS DEPARTMENT GUIDANCE NOTES ON SOIL TEST FOR PAVEMENT DESIGN Research & Development Division RD/GN/012 August 1990 HIGHWAYS DEPARTMENT GUIDANCE NOTES (RD/GN/012) SOIL TEST FOR PAVEMENT DESIGN Prepared
More informationNOTE: FOR PROJECTS REQUIRING CONTRACTOR MIX DESIGN, THE DESIGN PROCEDURES ARE SPECIFIED IN THE SPECIAL PROVISIONS OF THE CONTRACT.
September 1, 2003 CONCRETE MANUAL 5-694.300 MIX DESIGN 5-694.300 NOTE: FOR PROJECTS REQUIRING CONTRACTOR MIX DESIGN, THE DESIGN PROCEDURES ARE SPECIFIED IN THE SPECIAL PROVISIONS OF THE CONTRACT. 5-694.301
More informationA perforated conduit such as pipe, tubing or tile installed beneath the ground to intercept and convey ground water. or structures.
BMP: SUBSURFACE DRAIN Definition A perforated conduit such as pipe, tubing or tile installed beneath the ground to intercept and convey ground water. PurRoses 1. To prevent sloping soils from becoming
More informationSoils, Foundations & Moisture Control
Soils, Foundations & Moisture Control Soil The top loose layer mineral and/or organic material on the surface of the Earth that serves as a natural medium for the growth of plants and support for the foundations
More informationChallenging Sustainable Goals for Landscape Architects
Challenging Sustainable Goals for Landscape Architects By Barrett L. Kays 11, FASLA Sustainable goals need to challenge landscape architects, our clients, and the public to incrementally solve major environmental
More informationSoakage Trenches. A better way to manage stormwater. Thinking Globally and Acting Locally
Soakage Trenches A better way to manage stormwater Thinking Globally and Acting Locally A partnership of the Scranton Sewer Authority, The Lackawanna River Corridor Association and the citizens of Scranton
More information9.00 THE USE OF HUNTER LAND DRAINAGE PERFORATED PIPES. Hunter Underground Systems
9.00 THE USE OF HUNTER LAND DRAINAGE PERFORATED PIPES Hunter Underground Systems 9.01 General 9.02 Surface water Drainage 9.03 Groundwater Drainage 9.04 Dispersal of Septic Tank Effluent 9.01 The use of
More informationGEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE
GEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE Prof. J. N. Mandal Department of civil engineering, IIT Bombay, Powai, Mumbai 400076, India. Tel.022-25767328 email: cejnm@civil.iitb.ac.in Module - 4
More informationBasic Soil Erosion and Types
Basic Soil Erosion and Types 2015 Wisconsin Lakes Convention Stacy Dehne DATCP Engineer Types of Soil Erosion Rain drop or splash erosion: Erosion preceded by the destruction of the crumb structure due
More informationWATER MANAGEMENT STRATEGIES FOR URBAN TREES IN AN UNCERTAIN ENVIRONMENT
WATER MANAGEMENT STRATEGIES FOR URBAN TREES IN AN UNCERTAIN ENVIRONMENT GEOFF CONNELLAN INTRODUCTION The vulnerability and dependence of urban landscapes on supplementary watering has become evident in
More information1 yard per 100 120 sq. ft. @ 2 Depth. Color is a personal choice. Dye fades due to sunlight. Although color remains, fading begins to occur
PRODUCT INFORMATION PRODUCT DESCRIPTION USES ADVANTAGES DISADVANTAGES COVERAGE MULCHES Premium Shredded Hardwood Bark Mulch DECO MULCHES Shredded Bark from Hardwood Trees Planting Beds Borders Horticulturally
More informationDIVISION 300 BASES SECTION 304 AGGREGATE BASE COURSE DESCRIPTION MATERIALS CONSTRUCTION REQUIREMENTS
304.06 DIVISION 300 BASES SECTION 304 AGGREGATE BASE COURSE DESCRIPTION 304.01 This work consists of furnishing and placing one or more courses of aggregate and additives, if required, on a prepared subgrade.
More informationBuilding Your Interlocking Concrete Pavement to Last a Lifetime
Building Your Interlocking Concrete Pavement to Last a Lifetime A Guide for Consumers Contents Building Your Interlocking Concrete Pavement to Last a Lifetime.... 3 What Does Installation Involve?....
More informationSpecification Guidelines: Allan Block Modular Retaining Wall Systems
Specification Guidelines: Allan Block Modular Retaining Wall Systems The following specifications provide Allan Block Corporation's typical requirements and recommendations. At the engineer of record's
More informationAppendix D.1. Testing Requirements for Infiltration, Bioretention and Sand Filter Subsoils
Appendix D.1 Testing Requirements for Infiltration, Bioretention and Sand Filter Subsoils General Notes Pertinent to All Testing 1. For infiltration trench (I-1) and basin (I-2) practices, a minimum field
More informationSPECIFICATIONS FOR PRECAST MODULAR BLOCK RETAINING WALL SYSTEM (revised 11/5/13)
Page 1 of 7 STONE STRONG SYSTEMS SPECIFICATIONS FOR PRECAST MODULAR BLOCK RETAINING WALL SYSTEM (revised ) PART 1: GENERAL 1.01 Description A. Work includes furnishing and installing precast modular blocks
More informationCaltrans non-standard Special Provisions Pervious Concrete. David Akers Feb 28, 2012
Caltrans non-standard Special Provisions Pervious Concrete David Akers Feb 28, 2012 Section Paragraph Content 19 RSS 19-5.03B Changes title of the section 19-5.03B USAGE NOTES FOR PERVIOUS CONCRETE AND
More informationStormwater/Wetland Pond Construction Inspection Checklist
: Construction Inspection ChecklistsTools Stormwater/Wetland Pond Construction Inspection Checklist Project: Location: Site Status: Date: Time: Inspector: SATISFACTORY/ UNSATISFACTORY COMMENTS Pre-Construction/Materials
More informationWater Conservation: responsibility. The principal goals of Earth-Kind include:
Water Conservation: An adequate supply of high quality water has become a critical issue for the future prosperity of Texas. Booming populations have increased the demand on the state s already limited
More informationGENERAL WATERING & CARE GUIDE
GENERAL WATERING & CARE GUIDE Between 30-60 percent of water applied to lawns and gardens is never absorbed by the plants. Water is often wasted because it is applied too quickly and runs off, evaporates
More informationGRADATION OF AGGREGATE FOR CONCRETE BLOCK
GRADATION OF AGGREGATE FOR CONCRETE BLOCK Although numerous papers have been written concerning the proper gradation for concrete mixes, they have generally dealt with plastic mixes, and very little published
More informationSUSTAINABLE URBAN DRAINAGE SYSTEMS
overflow can lead into a permeable conveyance system to increase further the benefit and reduce the need for pipe systems. Pollutant removal rates have been shown to be high, with some pollutants being
More informationSoils and Aggregates Division
Dan Sajedi, Division Chief 443-572-5162 George Hall, Assistant Division Chief Field Operations 443-572-5271 Eric Frempong, Assistant Division Chief Laboratory 443-572-5055 Aggregate Materials, Controlled
More informationIrrigation - How Best to Water Your Desert Trees
Irrigation - How Best to Water Your Desert Trees John Eisenhower, ISA Certified Arborist WE-5213A Integrity Tree Service, Inc. 602-788-0005 www.itreeservice.com How much water do my trees need? How much
More informationSeven. Easy Steps. Your Own Walkway, Without Mortar. or Concrete. to Installing. Driveway and Patio
Seven Easy Steps to Installing Your Own Walkway, Driveway and Patio Without Mortar or Concrete Brick is one of the world s oldest and most enduring building materials. Those same qualities also make it
More informationInstallation PowerPoint for Grasscrete Formers
Installation PowerPoint for Grasscrete Formers 1 This document describes the two single-use tools utilized to create the Grasscrete product. The original Former is a vacuum formed light gauge plastic mold
More informationpiles of debris that accumulate after a rain such as leaves, trash, twigs, etc., water stains on fences and buildings, or salts extruded on bricks,
Extension Education Center 423 Griffing Avenue, Suite 100 Riverhead, New York 11901-3071 t. 631.727.7850 f. 631.727.7130 ASSESSING DRAINAGE PROBLEMS How can you tell the difference between a drainage problem
More informationRiprap-lined Swale (RS)
Riprap-lined Swale (RS) Practice Description A riprap-lined swale is a natural or constructed channel with an erosion-resistant rock lining designed to carry concentrated runoff to a stable outlet. This
More informationBMP 6.4.6: Dry Well / Seepage Pit
BMP 6.4.6: Dry Well / Seepage Pit A Dry Well, or Seepage Pit, is a variation on an Infiltration system that is designed to temporarily store and infiltrate rooftop runoff. Key Design Elements Fllow Infiltration
More informationPRIVATE TREATMENT CONTROL BMP OPERATION AND MAINTENANCE VERIFICATION FORM BIORETENTION FACILITIES, VEGETATED SWALES & HIGHER RATE BIOFILTERS
BIORETENTION FACILITIES, VEGETATED SWALES & HIGHER RATE BIOFILTERS Check here for Address or phone number change the fiscal year (July 1 June 30), and date(s) maintenance was performed. Under Inspection,
More informationCreating Better Places
A Designer s Prescription for Successful Maintenance Brian Slovacek, Principal Hitchcock Design Group Creating Better Places Our Our Mission Mission The Land Planners and Landscape Architects of Hitchcock
More informationHow To Plan A Buffer Zone
Backyard Buffers Protecting Habitat and Water Quality What is a buffer? A buffer (also called a riparian buffer area or zone) is the strip of natural vegetation along the bank of a stream, lake or other
More informationAggregates for Path Construction
Aggregates for Path Construction Technical Information Note No. 7 October 2011 About Sustrans Sustrans makes smarter travel choices possible, desirable and inevitable. We re a leading UK charity enabling
More informationSoil depth: meters Type of restrictive layer:
Job Name: Date: Designer: Sand mound design worksheet UNITS: Liters and Meters See diagrams page 6, below for dimension letters. See pressure distribution worksheet for conversions. A. DESIGN INPUTS, FLOW
More information14.330 SOIL MECHANICS Assignment #4: Soil Permeability.
Geotechnical Engineering Research Laboratory One University Avenue Lowell, Massachusetts 01854 Edward L. Hajduk, D.Eng, PE Lecturer PA105D Tel: (978) 94 2621 Fax: (978) 94 052 e mail: Edward_Hajduk@uml.edu
More information720 Contour Grading. General. References. Resources. Definitions
720 Contour Grading General Contour grading directs water to a desired point, prevents erosion, provides noise deflection, provides visual fit of the facility into the landscape, and protects desirable
More informationDOÑA ANA COUNTY DESIGN STORM CRITERIA GUIDELINES FOR COMMERCIAL AND RESIDENTIAL SITES. Run-off Analysis Methods
DOÑA ANA COUNTY DESIGN STORM CRITERIA GUIDELINES FOR COMMERCIAL AND RESIDENTIAL SITES Run-off Analysis Methods This document sets forth the minimum design, technical criteria and specifications for the
More informationPermeable Pavement Construction Guide
Permeable Pavement Construction Guide Permeable pavement at Olympic Park, Waitakere Final Construction result What are permeable pavements? Permeable pavements are hard surface paving systems that reduce
More informationPermeable Pavers. calstone.com. Permeable Interlocking Concrete Pavements (PICP s)
Permeable Pavers Permeable Interlocking Concrete Pavements (PICP s) CBC Title 24/ADA Compliant LEED Functional Optimum balance of surface infiltration and joint interlock Available in a 6 x 9 Quarry Stone
More informationOutlet stabilization structure
Overview of Sedimentation and Erosion Control Practices Practice no. 6.41 Outlet stabilization structure Erosion at the outlet of channels, culverts, and other structures is common, and can cause structural
More informationHow to Build a Rain Garden at Your Home
How to Build a Rain Garden at Your Home Virginia gets an average of 45.22 inches of rain a year. Rain that runs off your roof or patio can flow into a sewer pipe, stream or groundwater. Why not put it
More informationAdvancements in Permeable Pavements
Advancements in Permeable Pavements Engineers Workshop Saint Vincent College March 14 & 15 2013 Permeable Pavements There are several different words that are used to describe a pavement that water drains
More informationDivision 2 Section 32 14 13.19 Section 02795
Note: The text must be edited to suit specific project requirements. It should be reviewed by a qualified civil or geotechnical engineer, or landscape architect familiar with the site conditions. Edit
More informationTechnical Manual - Section 1 Introduction to Lytag lightweight aggregate
Uniclass L6129 EPIC F122 CI/SfB Yp3 Technical Manual - Section 1 Introduction to Lytag lightweight aggregate Introduction... 2 Product... 2 Sustainability... 2 Physical Properties of Lightweight Aggregate...
More informationSustainable Drainage Systems (SUDS) A guide for developers
Sustainable Drainage Systems (SUDS) A guide for developers We are the Environment Agency. It s our job to look after your environment and make it a better place for you, and for future generations. Your
More informationGREEN ROOFS. Location. Design SMALL COMMERCIAL GUIDE CITY OF ATLANTA, GEORGIA DEPARTMENT OF WATERSHED MANAGEMENT
SMALL COMMERCIAL GUIDE CITY OF ATLANTA, GEORGIA DEPARTMENT OF WATERSHED MANAGEMENT GREEN ROOFS A green roof is a system consisting of waterproofing material, growing medium, and vegetation, and is used
More informationCity of Los Angeles. Mayor Antonio R. Villaraigosa GUIDELINE
City of Los Angeles Mayor Antonio R. Villaraigosa R E S I D E N T I A L P A R K W A Y L A N D S C A P I N G GUIDELINE RESIDENTIAL PARKWAY LANDSCAPING GUIDELINE This document is intended to provide constituents
More information6. Base your answer to the following question on the graph below, which shows the average monthly temperature of two cities A and B.
1. Which single factor generally has the greatest effect on the climate of an area on the Earth's surface? 1) the distance from the Equator 2) the extent of vegetative cover 3) the degrees of longitude
More informationIntroduction to Rainwater Harvesting. Department of Biological and Agricultural Engineering Texas A&M University
Introduction to Rainwater Harvesting Department of Biological and Agricultural Engineering Texas A&M University Rainfall in your watershed What is a watershed? An area of land that drains to a common point
More informationFlash Flood Science. Chapter 2. What Is in This Chapter? Flash Flood Processes
Chapter 2 Flash Flood Science A flash flood is generally defined as a rapid onset flood of short duration with a relatively high peak discharge (World Meteorological Organization). The American Meteorological
More informationA Developer s Guide: Watershed-Wise Development
A Developer s Guide: Watershed-Wise Development Environmental Protection What is a watershed? It does not matter how far away you build from a creek, lake, or the ocean, you are in a watershed. Another
More informationFri_B03 Healthy Soils I. Introduction: Soil or Dirt A. Natural soils and urban soils B. Goals of plants and soil in built landscapes
Fri_B03 Healthy Soils I. Introduction: Soil or Dirt A. Natural soils and urban soils B. Goals of plants and soil in built landscapes II. III. Physical Properties of Soil A. Texture B. Structure C. Density
More informationPROPERTIES AND MIX DESIGNATIONS 5-694.200
September 1, 2003 CONCRETE MANUAL 5-694.200 5-694.210 PROPERTIES OF CONCRETE PROPERTIES AND MIX DESIGNATIONS 5-694.200 Inspectors should familiarize themselves with the most important properties of concrete:
More informationPlanting and Tree Care for Roxborough Park. Keith Worley, Forester ISA Certified Arborist
Planting and Tree Care for Roxborough Park Keith Worley, Forester ISA Certified Arborist Where We Live: High elevation at the edge of Mountains and Plains. Harsh climates with: High winds. Drought periods
More informationIndiana State Department of Health Construction Guidelines for Gravity and Flood-Dose Trench Onsite Systems
Indiana State Department of Health Construction Guidelines for Gravity and Flood-Dose Trench Onsite Systems The septic tank-absorption field sewage treatment system is composed of two major elements; the
More informationLand Disturbance, Erosion Control and Stormwater Management Checklist. Walworth County Land Conservation Department
Land Disturbance, Erosion Control and Stormwater Management Checklist Walworth County Land Conservation Department The following checklist is designed to assist the applicant in complying with the Walworth
More informationINDEX 03010-1 DESCRIPTION 2 03010-2 MATERIALS 2 03010-3 APPROVAL OF SUBBASE COURSE 3 03010-4 CONSTRUCTION 4 03010-5 MEASUREMENT 6 03010-6 PAYMENT 6
03010_Dec22_2009.pdf Page 1 of 5 INDEX Page 03010-1 DESCRIPTION 2 03010-2 MATERIALS 2 03010-3 APPROVAL OF SUBBASE COURSE 3 03010-4 CONSTRUCTION 4 03010-5 MEASUREMENT 6 03010-6 PAYMENT 6 03010_Dec22_2009.pdf
More informationScheduling Maintenance for Infiltration Basins and Trenches
Visual Inspection for Infiltration Practices Visual inspection is a rapid assessment procedure for qualitatively evaluating the functionality of a stormwater best management practice (BMP). Visual inspections
More informationSECTION 4Aggegate Subbase
The contractor shall moist-cure the completed Lime Treated Subbase for a minimum of days before allowing any traffic on the compacted surface. The contractor shall be responsible for repairing any damages
More informationPorous Pavement Alternatives Cost Analysis
Porous Pavement Alternatives Cost Analysis Prepared by Century West Engineering for Metro This cost analysis compares the construction costs of six different types of pavement for three different scenarios.
More informationCID STREET INFRASTRUCTURE ASSESSMENT
ABSTRACT An evaluation of the street infrastructure in Foxberry Estates Phase 1, including pavement condition, verification of construction techniques, and subgrade quality. Recommendations and costs for
More informationTREE MANAGEMENT ON GOLF COURSES ROOTS MATURE TREE CARE
TREE MANAGEMENT ON GOLF COURSES ROOTS MATURE TREE CARE ROOT DAMAGE ROOT DAMAGE One is from BC The other Alberta. Are these the same tree with mower blight or weed whipped to death? ROOT ZONE BURIED ONE
More informationPUBLICATION 8048 PLANTING. UNIVERSITY OF CALIFORNIA Agriculture and Natural Resources
PUBLICATION 8048 UNIVERSITY OF CALIFORNIA Agriculture and Natural Resources http://anrcatalog.ucdavis.edu Fruit Trees: Planting and Care of Young Trees JIM CARSON and GARY SHIMIZU, University of California
More informationBMP #: Dry Wells / French Drains
Structural BMP Criteria BMP #: Dry Wells / French Drains A Dry Well, or French Drain, is a variation on an Infiltration Trench that is designed to temporarily stores and infiltrate rooftop runoff. Key
More informationG3 GRANT LID RETROFIT FOR THE ASHLAND MUNICIPAL PARKING LOT
G3 GRANT LID RETROFIT FOR THE ASHLAND MUNICIPAL PARKING LOT GREEN STREETS GREEN JOBS GREEN TOWNS PROJECT INFORMATION: Location: Ashland, VA Project Type: Design and Construction Restoration Practice: Bioretention,
More informationSIENA STONE GRAVITY RETAINING WALL INSTALLATION SPECIFICATIONS. Prepared by Risi Stone Systems Used by permission.
SIENA STONE GRAVITY RETAINING WALL INSTALLATION SPECIFICATIONS Prepared by Risi Stone Systems Used by permission. 1-800-UNILOCK www.unilock.com FOREWORD This outline specification has been prepared for
More informationGuidelines for. Permeable Pavement
What is permeable pavement? Guidelines for Permeable Pavement When rainwater falls on conventional pavement, such as concrete, it accumulates and then flows across and off of this impervious surface as
More informationALKS SIDEW II. TK TK TK TK TK TK TK TK 40 BOSTON COMPLETE STREETS GUIDELINES DRAFT - JULY 2011 BOSTON TRANSPORTATION DEPARTMENT
40 Sidewalk Materials Materials and Sidewalk Zones Permeable Pavement Accessibility The key components of sidewalk construction are material selection and installation. These two aspects should come together
More informationAGREGADOS RECICLADOS MITOS Y REALIDADES
The Production and Use of Recycled Concrete in the USA Thomas Van Dam, Ph.D., P.E., FACI Principal Engineer CTL Group Introduction In the United States, concrete is the most commonly used recycled material
More informationasphalt applications Construction and surfacing of footways and cycleways using asphalt mpa asphalt Asphalt Information Service
asphalt applications 11 Construction and surfacing of footways and cycleways using asphalt Asphalt Information Service mpa asphalt November 2009 Mineral Products Association Introduction The main use of
More informationProperty Care White Papers. Site Drainage: Monitor and Maintain
Monitor and Maintain Site Drainage Good site drainage is an important part of keeping water issues from affecting the building. The upkeep of existing systems should be an important part of any maintenance
More information