Patent Publication Number: US-2021188724-A1

Title: Biochar encased in a biodegradable material

Description:
CROSS-REFERENCE TO RELATED APPLICATION(S) 
     This application is a continuation of U.S. patent application Ser. No. 16/044,391 filed Jul. 24, 2018, which claims priority to U.S. Provisional Patent Application No. 62/536,365 filed Jul. 24, 2017; and which is a continuation-in-part of U.S. patent application Ser. No. 15/792,486 filed Oct. 24, 2017 (now U.S. Pat. No. 10,301,228); which is a continuation of U.S. patent application Ser. No. 15/156,256 filed May 16, 2016 (now U.S. Pat. No. 9,809,502); U.S. patent application Ser. No. 16/044,391 is a continuation-in-part of U.S. patent application Ser. No. 15/806,107 filed Nov. 7, 2017 (now U.S. Pat. No. 10,265,670); which is a continuation-in-part of U.S. patent application Ser. No. 15/588,137 filed May 5, 2017 (now U.S. Pat. No. 10,065,163); which is a continuation of U.S. patent application Ser. No. 15/423,563 filed Feb. 2, 2017 (now U.S. Pat. No. 10,322,389); which claims priority to U.S. Provisional Patent Application No. 62/290,026 filed Feb. 2, 2016 and U.S. Provisional Patent Application No. 62/293,160 filed Feb. 9, 2016; U.S. patent application Ser. No. 16/044,391 is a continuation-in-part of U.S. patent application Ser. No. 15/268,383 filed Sep. 16, 2016 (now U.S. Pat. No. 10,059,634); which claims priority to U.S. Provisional Patent Application No. 62/219,501 filed Sep. 16, 2015; U.S. patent application Ser. No. 16/044,391 is a continuation-in-part of U.S. patent application Ser. No. 14/873,053 filed Oct. 1, 2015 (now U.S. Pat. No. 10,252,951); which claims priority to U.S. Provisional Patent Application No. 62/058,445 filed on Oct. 1, 2014 and U.S. Provisional Patent Application No. 62/058,472 filed Oct. 1, 2014; the entire contents of which are incorporated herein by reference and relied upon. 
    
    
     TECHNICAL FIELD 
     The present invention relates to a soil amendment made by encasing of biochar and, in particular, treated and/or processed biochar having enhanced physical and chemical properties that increase the usefulness, predictability and efficacy of the treated biochar for a variety of applications, in a biodegradable material. 
     BACKGROUND 
     Biochar has been known for many years as a soil enhancer. Biochar is defined by the International Biochar Initiative (“IBI”) as “a solid material obtained from thermochemical conversion of biomass in an oxygen-limited environment. Biochar can be used for a range of applications as an agent for soil improvement, improved resource use efficiency, remediation and/or protection against particular environmental pollution and as an avenue for greenhouse gas (GHG) mitigation. In addition, to be recognized as biochar, the material has to pass a number of material property definitions that relate both to its value (e.g., H/C org  ratios relate to the degree of charring and therefore mineralization in soil) and its safety (e.g., heavy metal content).” 
     Biochar is defined by the American Association of Plant Food Control Officials (“AAPFCO”) as “a solid material obtained from thermochemical conversion of biomass in an oxygen-limited environment (pyrolysis) containing at least 60% carbon. Feedstocks may be composed of crop residue, wood or other forest waste, and animal manures. Materials transported in salt water, painted, or treated with preservatives are not permitted. When listing biochar in an ingredient statement, the feedstock shall be designated by prefixing the term biochar with the feedstock from which it was produced; i.e., poultry litter biochar, green waste biochar, papermill biochar, etc. When more than one feedstock is involved, all feedstocks greater than 10% of the total volume are to be listed by decreasing volume.” 
     Biochar is created by the pyrolysis of biomass, which generally involves heating and/or burning of organic matter, in a reduced oxygen environment, at a predetermined rate. Such heating and/or burning is stopped when the matter reaches a charcoal-like stage. The resulting biochar consists of various pieces of residual solid material full of crevices, pores and holes that help store water, microorganisms and other nutrients that promote plant growth. For purposes of this application, the resulting pyrolyzed biomass will be referred to as “raw or untreated biochar.” 
     Currently, biochar has mostly been a scientific curiosity, not found wide spread use, not found large scale commercial application, and has been relegated to small niche applications. Nevertheless, continued experimentation, and data resulting therefrom, have shown that the highly porous material that is raw biochar, when subjected to a variety of treatments, is perfectly suited to host and promote the growth of beneficial microbes, retain nutrients, hold water, regulate pH, moisture and temperature levels, control toxic substances in soils and act as a delivery system for a range of beneficial compounds, thus making what has been a scientific curiosity into a valuable tool to promote plant and animal health and a sound environment. 
     Because biochar is essentially a type of charcoal, one obstacle standing in the way of making the use of biochar more prevalent is that it is messy and has a tendency to give off dust particles when being handled. These dust particles can cause problematic conditions to persons and agricultural application equipment during the process of applying the biochar. In the case of untreated biochar, this dust can even be hazardous to humans and other animals. Prior to the present invention, the only way to minimize these effects was to soak the biochar in water for a prolonged period of time (even up to several months) or grind it into a slurry with water, both of which are time and resource consuming. Given the known benefits of biochar, and many potentially beneficial results of its applications in a variety of situations, a need remains for an efficient way to package biochar so that the dust particles are controlled, so as to permit a safe, clean and quick way to apply the biochar in a given situation. 
     There is also a need to ensure uniformity in application of biochar particles. Currently, biochar is most frequently applied in agricultural applications the form of loose particles or pellets by agricultural spreader or by hand, which can lead to unwanted spreading of the particles, instead of keeping the application more uniform and concentrated around the root zones of plants. 
     Both of the above needs are satisfied by the present invention. 
     SUMMARY 
     The present invention is a soil amendment made by encasing biochar, both treated or untreated, in a biodegradable material. This invention can be used to reduce or eliminate dust particles during handling and application, thereby making it safer and less messy, or to control the spreading of biochar particles or pellets or to keep the application more uniform and concentrated around the root zones of plants in order to achieve the highest impact on soils and plant cultivation or to allow for application in a way to reduce application costs, for example by putting an encased biochar in the planting hole at time of transplant or to allow for delayed or slowed release of biochar. For purposes of this application, when the biochar is referred to as “treated” or undergoes “treatment,” it shall mean raw biochar that has undergone additional physical and/or chemical processing. 
     In one implementation, the method includes taking a pre-determined amount of biochar, either treated or untreated, or a combination of both, and encasing it in a bag of biodegradable material and then sealing the open end so as to produce a packet or capsule. 
     In another implementation, a pre-determined amount of biochar, either treated or untreated, is deposited on the lower half of a sheet of biodegradable material. The top half is then folded over the bottom half, and the three open sides sealed to form a packet or capsule. 
     In a third implementation, a pre-determined amount of biochar, either treated or untreated, or a combination of both, may be deposited continuously along the midline of the bottom half of a length of tape of biodegradable material. The top half is then folded over the bottom half, and the three open sides sealed to form a biochar tape. 
     In a fourth implementation, a pre-determined amount of biochar, either treated or untreated, or a combination of both, is deposited in small amounts in intervals (e.g., every 8″) along the midline of the bottom half of a length of tape of biodegradable material. The top half is then folded over the bottom half and the three open sides then sealed to form a second type of biochar tape. In this implementation, each pile of biochar may be secured in place with a biodegradable adhesive, or may be sealed off from adjacent piles to form a series of biochar packets or capsules. 
     In a fifth implementation, pre-determined amounts of biochar, either treated or untreated, or a combination of both, may be deposited in separate amounts at certain coordinates upon the lower half of a sheet of biodegradable material. The top half is then folded over the bottom half and the three open sides then sealed to form a biochar mat. Each pile of biochar may be secured in place with a biodegradable adhesive, or may be sealed off from adjacent piles to form a mat of biochar packets or capsules of biochar on the mat. 
     In a sixth implementation, the biodegradable material surrounding the root ball of a seedling or sapling may itself be immersed in a solution of biochar and liquid, or the wrapping material may be saturated with moisture, adhesive, a binder, or a combination of any of these, and then contacted with biochar or treated biochar. 
     In a seventh implementation of the invention the biodegradable material may be a polymer, wax, oil, or paraffin which is used to create a bead, capsule, or pod of biochar or biochar slurry. 
     In an eighth implementation of the invention the biodegradable material may be a fiber based or polymer based material that can be formed into a shape, such as a liner, container, or a disc. In this manner the biochar can be either encased in discrete packets within the shape or dispersed evenly throughout. 
     In certain implementations (e.g., the third, fourth, fifth, and seventh implementations described above), the biochar may also be mixed together with seeds (which may themselves be seeds pre-coated with biochar). 
     A method is also taught, the method consisting of the steps of: (a) biochar, either treated or untreated, or a combination of both; (b) depositing the biochar within or upon biodegradable material; (c) enveloping or wrapping the deposited biochar with the biodegradable material; and (d) closing all open edges of the biodegradable material. 
     Other devices, apparatus, systems, methods, features and advantages of the invention are or will become apparent to one with skill in the art upon examination of the following figures and detailed description. It is intended that all such additional systems, methods, features and advantages be included within this description, be within the scope of the invention, and be protected by the accompanying claims. 
    
    
     
       BRIEF DESCRIPTION OF THE DRAWINGS 
       The invention may be better understood by referring to the following figures. The components in the figures are not necessarily to scale, emphasis instead being placed upon illustrating the principles of the invention. In the figures, like reference numerals designate corresponding parts throughout the different views. 
         FIG. 1  illustrates a cross-section of one example of a raw biochar particle. 
         FIG. 2A  is a SEM (10 KV×3.00K 10.0 μm) of pore morphology of treated biochar made from pine. 
         FIG. 2B  is a SEM (10 KV×3.00K 10.0 μm) of pore morphology of treated biochar made from birch. 
         FIG. 2C  is a SEM (10 KV×3.00K 10.0 μm) of pore morphology of treated biochar made from coconut shells. 
         FIG. 3  is a chart showing porosity distribution of various biochars. 
         FIG. 4  is a flow chart process diagram of one implementation of a process for treating the raw biochar in accordance with the invention. 
         FIG. 4A  illustrates a schematic of one example of an implementation of a biochar treat processes that that includes washing, pH adjustment and moisture adjustment. 
         FIG. 4B  illustrates yet another example of an implementation of a biochar treatment processing that includes inoculation. 
         FIG. 5  is a schematic flow diagram of one example of a treatment system for use in accordance with the present invention. 
         FIG. 6  is a chart showing the water holding capacities of treated biochar as compared to raw biochar and sandy clay loam soil and as compared to raw biochar and soilless potting soil. 
         FIG. 7  illustrates the different water retention capacities of raw biochar versus treated biochar measured gravimetrically. 
         FIG. 8  is a chart showing the plant available water of raw biochar compared to treated biochar (wet and dry). 
         FIG. 9  is a Thermogravimetric Analysis (TGA) plot showing the measurement of water content, heavy organics and light organics in a sample. 
         FIG. 10  is a chart showing various pH ranges for raw biochars. 
         FIG. 11  is a chart showing various pH ranges and germination for treated biochars. 
         FIG. 12  is a chart showing the retained water in vacuum impregnated biochar over other biochars after a seven week period. 
         FIG. 13  is a chart showing the weight loss of treated biochars verses raw biochar samples when heated at varying temperatures using a TGA testing method. 
         FIG. 14  is a chart showing the measured hydrophobicity index raw biochar, vacuum treated biochar and surfactant treated biochar. 
         FIG. 15  is a flow diagram showing one example of a method for infusing biochar. 
         FIG. 16  illustrates the improved liquid content of biochar using vacuum impregnation as against soaking the biochar in liquid. 
         FIG. 17A  is a chart comparing total retained water of treated biochar after soaking and after vacuum impregnation. 
         FIG. 17B  is a chart comparing water on the surface, interstitially and in the pores of biochar after soaking and after vacuum impregnation. 
         FIG. 18  illustrates how the amount of water or other liquid in the pores of vacuum processed biochars can be increased varied based upon the applied pressure. 
         FIG. 19  illustrates the effects of NPK impregnation of biochar on lettuce yield. 
         FIG. 20  is a chart showing nitrate release curves of treated biochars infused with nitrate fertilizer. 
         FIG. 21A  is a SEM (10 KV×3.00K 10.0 μm) of pore morphology of raw biochar. 
         FIG. 21B  is a SEM (10 KV×3.00K 10.0 μm) of pore morphology of raw biochar of  FIG. 21 a    after it has been infused with microbial species. 
         FIG. 21C  is a SEM (10 KV×3.00K 10.0 μm) of a pore morphology of another example of raw biochar of  FIG. 21 a    after it has been infused with microbial species. 
         FIG. 22  is a chart showing the total fungi/bacteria ratio for two biochars derived from different biochar starting materials, e.g., feedstocks. 
         FIGS. 23A, 23B, 23C  are charts comparing different examples of biochars. 
         FIG. 24  contains charts illustrating improved results obtained through the use of biochars. 
         FIG. 25  is an example of carbon dioxide production captured as a continuous gas bubble in BGB (left two tubes) and LTB (right two tubes) growth medium. 
         FIGS. 26 and 27  illustrate improved growth rates of colonies of  Streptomyces lydicus  using biochars. 
         FIG. 28  is a chart showing the impact of treatment on pores sizes of biochar derived from coconut. 
         FIG. 29  is a chart showing the impact of treatment on pores sizes of biochar derived from pine. 
         FIGS. 30A-30C and 31A-31C  illustrate two methods of producing individual biochar packets or capsules using a biodegradable packaging material. 
         FIGS. 32A-32C and 33A-33C  illustrate two methods of encasing biochar within a biodegradable tape. 
         FIGS. 34A-34C  illustrates method of encasing biochar within a biodegradable mat. 
     
    
    
     DETAILED DESCRIPTION 
     As illustrated in the attached figures, the present invention relates to a method for encasing biochar in biodegradable material before packaging to facilitate a clean, safe means of distribution by either agricultural distribution equipment or by hand by consumers for uniform application concentrated around the root zones of plants in order to achieve the highest impact on soils and plant cultivation. 
     As described below, raw biochar may be first treated to increase properties favorable for soil health, such as water holding, water retention, and pH, although for purposes of this application, treatment of the raw biochar is not required as part of the production of biochar packets or capsules made from biodegradable materials. However, through treatment, the properties of the raw biochar can be modified to significantly increase the biochar&#39;s ability to retain water and/or nutrients while also, in many cases, creating an environment beneficial to microorganisms. The processing of the biochar can also ensure that the pH of biochar used in the present application is suitable for creating soil conditions beneficial for plant growth, which has been a challenge for raw biochars. In certain application, it may be desirable to produce the biochar aggregate particles from treated biochars or the fines of treated biochars. 
     For purposes of this application, the term “biochar” shall be given its broadest possible meaning and shall include any solid materials obtained from the pyrolysis, torrefaction, gasification or any other thermal and/or chemical conversion of a biomass, where the biochar contains at least 55% carbon based upon weight. Pyrolysis is generally defined as a thermochemical decomposition of organic material at elevated temperatures in the absence of, or with reduced levels of oxygen. 
     For purposes of this application, biochar may include, but not be limited to, BMF char disclosed and taught by U.S. Pat. No. 8,317,891, which is incorporated into this application by reference, and those materials falling within the IBI and AAPFCO definition of biochar. When the biochar is referred to as “treated” or undergoes “treatment,” it shall mean raw, pyrolyzed biochar that has undergone additional physical, biological, and/or chemical processing. 
     As used herein, unless specified otherwise, the terms “carbonaceous,” “carbon based,” “carbon containing,” and similar such terms are to be given theft broadest possible meaning, and would include materials containing carbon in various states, crystallinities, forms and compounds. 
     As used herein, unless stated otherwise, room temperature is 25° C. And, standard temperature and pressure is 25° C. and 1 atmosphere. Unless stated otherwise, generally, the term “about” is meant to encompass a variance or range of ±10%, the experimental or instrument error associated with obtaining the stated value, and preferably the larger of these. 
     A. Biochars 
     Typically, biochars include porous carbonaceous materials, such as charcoal, that are used as soil amendments or other suitable applications. Biochar most commonly is created by pyrolysis of a biomass. In addition to the benefits to plant growth, yield and quality, etc.; biochar provides the benefit of reducing carbon dioxide (CO 2 ) in the atmosphere by serving as a method of carbon sequestration. Thus, biochar has the potential to help mitigate climate change, via carbon sequestration. However, to accomplish this important, yet ancillary benefit, to any meaningful extent, the use of biochar in agricultural applications must become widely accepted, e.g., ubiquitous. Unfortunately, because of the prior failings in the biochar arts, this has not occurred. It is believed that with the solutions of the present invention may this level of use of biochar be achieved; and more importantly, yet heretofore unobtainable, realize the benefit of significant carbon sequestration. 
     In general, one advantage of putting biochar in soil includes long term carbon sequestration. It is theorized that as worldwide carbon dioxide emissions continue to mount, benefits may be obtained by, controlling, mitigating and reducing the amount of carbon dioxide in the atmosphere and the oceans. It is further theorized that increased carbon dioxide emissions are associated with the increasing industrial development of developing nations, and are also associated with the increase in the world&#39;s population. In addition to requiring more energy, the increasing world population will require more food. Thus, rising carbon dioxide emissions can be viewed as linked to the increasing use of natural resources by an ever increasing global population. As some suggest, this larger population brings with it further demands on food production requirements. Biochar uniquely addresses both of these issues by providing an effective carbon sink, e.g., carbon sequestration agent, as well as, an agent for improving and increasing agricultural output. In particular, biochar is unique in its ability to increase agricultural production, without increasing carbon dioxide emission, and preferably reducing the amount of carbon dioxide in the atmosphere. However, as discussed above, this unique ability of biochar has not been realized, or seen, because of the inherent problems and failings of prior biochars including, for example, high pH, phytotoxicity due to high metals content and/or residual organics, and dramatic product inconsistencies. 
     Biochar can be made from basically any source of carbon, for example, from hydrocarbons (e.g., petroleum based materials, coal, lignite, peat) and from a biomass (e.g., woods, hardwoods, softwoods, waste paper, coconut shell, manure, chaff, food waste, etc.). Combinations and variations of these starting materials, and various and different members of each group of starting materials can be, and are, used. Thus, the large number of vastly different starting materials leads to biochars having different properties. 
     Many different pyrolysis or carbonization processes can be, and are used to create biochars. In general, these processes involve heating the starting material under positive pressure, reduced pressure, vacuum, inert atmosphere, or flowing inert atmosphere, through one or more heating cycles where the temperature of the material is generally brought above about 400° C., and can range from about 300° C. to about 900° C. The percentage of residual carbon formed and several other initial properties are strong functions of the temperature and time history of the heating cycles. In general, the faster the heating rate and the higher the final temperature the lower the char yield. Conversely, in general, the slower the heating rate or the lower the final temperature the greater the char yield. The higher final temperatures also lead to modifying the char properties by changing the inorganic mineral matter compositions, which in turn, modify the char properties. Ramp, or heating rates, hold times, cooling profiles, pressures, flow rates, and type of atmosphere can all be controlled, and typically are different from one biochar supplier to the next. These differences potentially lead to a biochar having different properties, further framing the substantial nature of one of the problems that the present inventions address and solve. Generally, in carbonization most of the non-carbon elements, hydrogen and oxygen are first removed in gaseous form by the pyrolytic decomposition of the starting materials, e.g., the biomass. The free carbon atoms group or arrange into crystallographic formations known as elementary graphite crystallites. Typically, at this point the mutual arrangement of the crystallite is irregular, so that free interstices exist between them. Thus, pyrolysis involves thermal decomposition of carbonaceous material, e.g., the biomass, eliminating non-carbon species, and producing a fixed carbon structure. 
     As noted above, raw or untreated biochar is generally produced by subjecting biomass to either a uniform or varying pyrolysis temperature (e.g., 300° C. to 550° C. to 750° C. or more) for a prescribed period of time in a reduced oxygen environment. This process may either occur quickly, with high reactor temperature and short residence times, slowly with lower reactor temperatures and longer residence times, or anywhere in between. To achieve better results, the biomass from which the char is obtained may be first stripped of debris, such as bark, leaves and small branches, although this is not necessary. The biomass may further include feedstock to help adjust the pH and particle size distribution in the resulting raw biochar. In some applications, it is desirous to have biomass that is fresh, less than six months old, and with an ash content of less than 3%. Further, by using biochar derived from different biomass, e.g., pine, oak, hickory, birch and coconut shells from different regions, and understanding the starting properties of the raw biochar, the treatment methods can be tailored to ultimately yield a treated biochar with predetermined, predictable physical and chemical properties. Additionally, the biomass may be treated with various organic or inorganic substances prior to pyrolysis to impact the reactivity of the material during pyrolysis and/or to potentially be fixed in place and available for reaction with various substances during the treatment process after pyrolysis. Trace materials, usually in gaseous form, but potentially in other forms, may also be injected during the pyrolysis process with the intention of either modifying the characteristics of the raw biochar produced, or for potential situation on the raw biochar so that those materials, or a descendant material created by thermal or chemical reaction during pyrolysis, may be reacted with other compounds during the treatment process. 
     In general, biochar particles can have a very wide variety of particle sizes and distributions, usually reflecting the sizes occurring in the input biomass. Additionally, biochar can be ground, sieved, strained, or crushed after pyrolysis to further modify the particle sizes. Typically, for agricultural uses, biochars with consistent, predictable particle sizes are more desirable. By way of example, the biochar particles can have particle sizes as shown or measured in Table 1 below. When referring to a batch having ¼ inch particles, the batch would have particles that will pass through a 3 mesh sieve, but will not pass through (i.e., are caught by or sit atop) a 4 mesh sieve. 
     
       
         
           
               
               
               
               
               
             
               
                   
                 TABLE 1 
               
               
                   
                   
               
               
                   
                 U.S. Mesh 
                   
                 Microns 
                 Millimeters 
               
               
                   
                 (i.e., mesh) 
                 Inches 
                 (μm) 
                 (mm) 
               
               
                   
                   
               
             
            
               
                   
               
            
           
           
               
               
               
               
               
            
               
                   
                 3 
                 0.2650 
                 6730 
                 6.370 
               
               
                   
                 4 
                 0.1870 
                 4760 
                 4.760 
               
               
                   
                 5 
                 0.1570 
                 4000 
                 4.000 
               
               
                   
                 6 
                 0.1320 
                 3360 
                 3.360 
               
               
                   
                 7 
                 0.1110 
                 2830 
                 2.830 
               
               
                   
                 8 
                 0.0937 
                 2380 
                 2.380 
               
               
                   
                 10 
                 0.0787 
                 2000 
                 2.000 
               
               
                   
                 12 
                 0.0661 
                 1680 
                 1.680 
               
               
                   
                 14 
                 0.0555 
                 1410 
                 1.410 
               
               
                   
                 16 
                 0.0469 
                 1190 
                 1.190 
               
               
                   
                 18 
                 0.0394 
                 1000 
                 1.000 
               
               
                   
                 20 
                 0.0331 
                 841 
                 0.841 
               
               
                   
                 25 
                 0.0280 
                 707 
                 0.707 
               
               
                   
                 30 
                 0.0232 
                 595 
                 0.595 
               
               
                   
                 35 
                 0.0197 
                 500 
                 0.500 
               
               
                   
                 40 
                 0.0165 
                 400 
                 0.400 
               
               
                   
                 45 
                 0.0138 
                 354 
                 0.354 
               
               
                   
                 50 
                 0.0117 
                 297 
                 0.297 
               
               
                   
                 60 
                 0.0098 
                 250 
                 0.250 
               
               
                   
                 70 
                 0.0083 
                 210 
                 0.210 
               
               
                   
                 80 
                 0.0070 
                 177 
                 0.177 
               
               
                   
                 100 
                 0.0059 
                 149 
                 0.149 
               
               
                   
                 120 
                 0.0049 
                 125 
                 0.125 
               
               
                   
                 140 
                 0.0041 
                 105 
                 0.105 
               
               
                   
                 170 
                 0.0035 
                 88 
                 0.088 
               
               
                   
                 200 
                 0.0029 
                 74 
                 0.074 
               
               
                   
                 230 
                 0.0024 
                 63 
                 0.063 
               
               
                   
                 270 
                 0.0021 
                 53 
                 0.053 
               
               
                   
                 325 
                 0.0017 
                 44 
                 0.044 
               
               
                   
                 400 
                 0.0015 
                 37 
                 0.037 
               
               
                   
                   
               
            
           
         
       
     
     For most basic agricultural applications, it is desirable to use biochar particles having particle sizes from about 3/4 mesh to about 60/70 mesh, about 4/5 mesh to about 20/25 mesh, or about 4/5 mesh to about 30/35 mesh. However, for applications such as seed treatment, or microbial carriers, smaller mesh sizes ranging from 200, to 270, to 325, to 400 mesh or beyond may be desirable. It is understood that the desired mesh size, and mesh size distribution can vary depending upon a particular application for which the biochar is intended. 
       FIG. 1  illustrates a cross-section of one example of a raw biochar particle. As illustrated in  FIG. 1 , a biochar particle  100  is a porous structure that has an outer surface  100   a  and a pore structure  101  formed within the biochar particle  100 . As used herein, unless specified otherwise, the terms “porosity,” “porous,” “porous structure,” and “porous morphology” and similar such terms are to be given their broadest possible meaning, and would include materials having open pores, closed pores, and combinations of open and closed pores, and would also include macropores, mesopores, and micropores and combinations, variations and continuums of these morphologies. Unless specified otherwise, the term “pore volume” is the total volume occupied by the pores in a particle or collection of particles; the term “inter-particle void volume” is the volume that exists between a collection of particle; the term “solid volume or volume of solid means” is the volume occupied by the solid material and does not include any free volume that may be associated with the pore or inter-particle void volumes; and the term “bulk volume” is the apparent volume of the material including the particle volume, the inter-particle void volume, and the internal pore volume. 
     The pore structure  101  forms an opening  121  in the outer surface  100   a  of the biochar particle  100 . The pore structure  101  has a macropore  102 , which has a macropore surface  102   a,  and which surface  102   a  has an area, i.e., the macropore surface area. (In this diagram only a single micropore is shown. If multiple micropores are present than the sum of their surface areas would equal the total macropore surface area for the biochar particle.) From the macropore  102 , several mesopores  105 ,  106 ,  107 ,  108  and  109  are present, each having its respective surfaces  105   a,    106   a,    107   a,    108   a  and  109   a.  Thus, each mesopore has its respective surface area; and the sum of all mesopore surface areas would be the total mesopore surface area for the particle. From the mesopores, e.g.,  107 , there are several micropores  110 ,  111 ,  112 ,  113 ,  114 ,  115 ,  116 ,  117 ,  118 ,  119  and  120 , each having its respective surfaces  110   a,    111   a,    112   a,    113   a,    114   a,    115   a,    116   a,    117   a,    118   a,    119   a  and  120   a.  Thus, each micropore has its respective surface area and the sum of all micropore surface areas would be the total micropore surface area for the particle. The sum of the macropore surface area, the mesopore surface area and the micropore surface area would be the total pore surface area for the particle. 
     Macropores are typically defined as pores having a diameter greater than 300 nm, mesopores are typically defined as diameter from about 1-300 nm, and micropores are typically defined as diameter of less than about 1 nm, and combinations, variations and continuums of these morphologies. The macropores each have a macropore volume, and the sum of these volumes would be the total macropore volume. The mesopores each have a mesopore volume, and the sum of these volumes would be the total mesopore volume. The micropores each have a micropore volume, and the sum of these volumes would be the total micropore volume. The sum of the macropore volume, the mesopore volume and the micropore volume would be the total pore volume for the particle. 
     Additionally, the total pore surface area, volume, mesopore volume, etc., for a batch of biochar would be the actual, estimated, and preferably calculated sum of all of the individual properties for each biochar particle in the batch. 
     It should be understood that the pore morphology in a biochar particle may have several of the pore structures shown, it may have mesopores opening to the particle surface, it may have micropores opening to particle surface, it may have micropores opening to macropore surfaces, or other combinations or variations of interrelationship and structure between the pores. It should further be understood that the pore morphology may be a continuum, where moving inwardly along the pore from the surface of the particle, the pore transitions, e.g., its diameter becomes smaller, from a macropore, to a mesopore, to a micropore, e.g., macropore  102  to mesopore  109  to micropore  114 . 
     In general, most biochars have porosities that can range from 0.2 cm 3 /cm 3  to about 0.8 cm 3 /cm 3  and more preferably about 0.2 cm 3 /cm 3  to about 0.5 cm 3 /cm 3 . (Unless stated otherwise, porosity is provided as the ratio of the total pore volumes (the sum of the micro+meso+macro pore volumes) to the solid volume of the biochar. Porosity of the biochar particles can be determined, or measured, by measuring the micro-, meso-, and macro pore volumes, the bulk volume, and the inter particle volumes to determine the solid volume by difference. The porosity is then calculated from the total pore volume and the solid volume. 
     As noted above, the use of different biomass potentially leads to biochars having different properties, including, but not limited to different pore structures. By way of example,  FIGS. 2A, 2B and 2C  illustrate Scanning Electron Microscope (“SEM”) images of various types of treated biochars showing the different nature of their pore morphology.  FIG. 2A  is biochar derived from pine.  FIG. 2B  is biochar derived from birch.  FIG. 2C  is biochar derived from coconut shells. 
     The surface area and pore volume for each type of pore, e.g., macro-, meso- and micro- can be determined by direct measurement using CO 2  adsorption for micro-, N 2  adsorption for meso- and macro pores and standard analytical surface area analyzers and methods, for example, particle analyzers such as Micrometrics instruments for meso- and micro pores and impregnation capacity for macro pore volume. Mercury porosimetry, which measures the macroporosity by applying pressure to a sample immersed in mercury at a pressure calibrated for the minimum pore diameter to be measured, may also be used to measure pore volume. 
     The total micropore volume can be from about 2% to about 25% of the total pore volume. The total mesopore volume can be from about 4% to about 35% of the total pore volume. The total macropore volume can be from about 40% to about 95% of the total pore volume. By way of example,  FIG. 3  shows a bar chart setting out examples of the pore volumes for sample biochars made from peach pits  201 , juniper wood  202 , a first hard wood  203 , a second hard wood  204 , fir and pine waste wood  205 , a first pine  206 , a second pine  207 , birch  208  and coconut shells  209 . 
     As explained further below, treatment can increase usable pore volumes and, among other things, remove obstructions in the pores, which leads to increased retention properties and promotes further performance characteristics of the biochar. Knowing the properties of the starting raw biochar, one can treat the biochar to produce controlled, predictable and optimal resulting physical and chemical properties. 
     B. Treatment 
     The rationale for treating the biochar after pyrolysis is that given the large internal pore volume and large interior surface are of the biochars, it is most efficient to make significant changes in the physical and chemical properties of the biochar by treating both the internal and external surfaces and internal pore volume of the char. Testing has demonstrated that if the biochar is treated, at least partially, in a manner that causes the forced infusion and/or diffusion of liquids and/or vapors into and/or out of the biochar pores (through mechanical, physical, or chemical means), certain properties of the biochar can be altered or improved over and above simply contacting these liquids with the biochar. By knowing the properties of the raw biochar and the optimal desired properties of the treated biochar, the raw biochar can then be treated in a manner that results in the treated biochar having controlled optimized properties. 
     For purposes of this application, treating and/or washing the biochar in accordance with the present invention involves more than simply contacting, washing or soaking, which generally only impacts the exterior surfaces and a small percentage of the interior surface area. “Washing” or “treating” in accordance with the present invention, and as used below, involves treatment of the biochar in a manner that causes the forced, accelerated or assisted infusion and/or diffusion of liquids, vapors, and/or additivities into and/or out of the biochar pores (through mechanical, physical, biological, or chemical means) such that certain properties of the biochar can be altered or improved over and above simply contacting these liquids with the biochar or so that treatment becomes more efficient or rapid from a time standpoint over simple contact or immersion. 
     In particular, effective treatment processes can mitigate deleterious pore surface properties, remove undesirable substances from pore surfaces or volume, and impact anywhere from between 10% to 99% or more of pore surface area of a biochar particle. By modifying the usable pore surfaces through treatment and removing deleterious substances from the pore volume, the treated biochars can exhibit a greater capacity to retain water and/or other nutrients as well as being more suitable habitats for some forms of microbial life. Through the use of treated biochars, agricultural applications can realize increased moisture control, increased nutrient retention, reduced water usage, reduced water requirements, reduced runoff or leaching, increased nutrient efficiency, reduced nutrient usage, increased yields, increased yields with lower water requirements and/or nutrient requirements, increases in beneficial microbial life, improved performance and/or shelf life for inoculated bacteria, and any combination and variation of these and other benefits. 
     Treatment further allows the biochar to be modified to possess certain known properties that enhance the benefits received from the use of biochar. While the selection of feedstock, raw biochar and/or pyrolysis conditions under which the biochar was manufactured can make treatment processes less cumbersome, more efficient and further controlled, treatment processes can be utilized that provide for the biochar to have desired and generally sustainable resulting properties regardless of the biochar source or pyrolysis conditions. As explained further below, treatment can (i) repurpose problematic biochars; (ii) handle changing biochar material sources, e.g., seasonal and regional changes in the source of biomass; (iii) provide for custom features and functions of biochar for particular soils, regions or agricultural purposes; (iv) increase the retention properties of biochar; (v) provide for large volumes of biochar having desired and predictable properties; (vi) provide for biochar having custom properties; (vii) handle differences in biochar caused by variations in pyrolysis conditions or manufacturing of the “raw” biochar; and (viii) address the majority, if not all, of the problems that have, prior to the present invention, stifled the large scale adoption and use of biochars. 
     Treatment can impact both the interior and exterior pore surfaces, remove harmful chemicals, introduce beneficial substances, and alter certain properties of the biochar and the pore surfaces and volumes. This is in stark contrast to simple washing, contact, or immersion which generally only impacts the exterior surfaces and a small percentage of the interior surface area. Treatment can further be used to coat substantially all of the biochar pore surfaces with a surface modifying agent or impregnate the pore volume with additives or treatment to provide a predetermined feature to the biochar, e.g., surface charge and charge density, surface species and distribution, targeted nutrient addition, magnetic modifications, root growth facilitator, and water absorptivity and water retention properties. Just as importantly, treatment can also be used to remove undesirable substances from the biochar, such as dioxins or other toxins either through physical removal or through chemical reactions causing neutralization. 
       FIG. 4  is a schematic flow diagram of one example treatment process  400  for use in accordance with the present invention. As illustrated, the treatment process  400  starts with raw biochar  402  that may be subjected to one or more reactors or treatment processes prior to bagging  420  the treated biochar for resale. For example,  404  represents reactor  1 , which may be used to treat the biochar. The treatment may be a simple water wash or may be an acid wash used for the purpose of altering the pH of the raw biochar particles  402 . The treatment may also contain a surfactant or detergent to aid the penetration of the treatment solution into the pores of the biochar. The treatment may optionally be heated, cooled, or may be used at ambient temperature or any combination of the three. For some applications, depending upon the properties of the raw biochar, a water and/or acid/alkaline wash  404  (the latter for pH adjustment) may be the only necessary treatment prior to bagging the biochar  420 . If, however, the moisture content of the biochar needs to be adjusted, the treated biochar may then be put into a second reactor  406  for purposes of reducing the moisture content in the washed biochar. From there, the treated and moisture adjusted biochar may be bagged  420 . 
     Again, depending upon the starting characteristics of the raw biochar and the intended application for the resale product, further processing may still be needed or desired. In this case, the treated moisture adjusted biochar may then be passed to a third reactor  408  for inoculation, which may include the impregnation of biochar with beneficial additives, such as nutrients, bacteria, microbes, fertilizers or other additives. Thereafter, the inoculated biochar may be bagged  420 , or may be yet further processed, for example, in a fourth reactor  410  to have further moisture removed from or added to the biochar. Further moisture adjustment may be accomplished by placing the inoculated biochar in a fourth moisture adjustment reactor  410  or circulating the biochar back to a previous moisture adjustment reactor (e.g., reactor  406 ). Those skilled in the art will recognize that the ordering in which the raw biochar is processed and certain processes may be left out, depending on the properties of the starting raw biochar and the desired application for the biochar. For example, the treatment and inoculation processes may be performed without the moisture adjustment step, inoculation processes may also be performed with or without any treatment, pH adjustment or any moisture adjustment. All the processes may be completed alone or in the conjunction with one or more of the others. It should also be noted that microbes themselves may be part of the process, not simply as an inoculant, but as an agent to convey materials into or out of the pore volume of the biochar. 
     For example,  FIG. 4A  illustrates a schematic of one example of an implementation of biochar processing that includes washing the pores and both pH and moisture adjustment.  FIG. 4 b    illustrates yet another example of an implementation of biochar processing that includes inoculation. 
     As illustrated in  FIG. 4A , raw biochar  402  is placed into a reactor or tank  404 . A washing or treatment liquid  403  is then added to a tank and a partial vacuum, using a vacuum pump,  405  is pulled on the tank. The treating or washing liquid  403  may be used to clean or wash the pores of the biochar  402  or adjust the chemical or physical properties of the surface area or pore volume, such as pH level, usable pore volume, or VOC content, among other things. The vacuum can be applied after the treatment liquid  403  is added or while the treatment liquid  403  is added. Thereafter, the washed/adjusted biochar  410  may be moisture adjusted by vacuum exfiltration  406  to pull the extra liquid from the washed/moisture adjusted biochar  410  or may be placed in a centrifuge  407 , heated or subjected to pressure gradient changes (e.g., blowing air) for moisture adjustment. The moisture adjusted biochar  412  may then be bagged or subject to further treatment. Any excess liquids  415  collected from the moisture adjustment step may be disposed of or recycled, as desired. Optionally, biochar fines may be collected from the excess liquids  415  for further processing, for example, to create a slurry, cakes, or biochar extrudates. It should be noted that in any of these steps, the residual gaseous environment in the tanks or centrifuges may be either ambient air, or a prescribed gas or combination of gasses to impact (through assistance or attenuation) reactivity during the process. 
     Optionally, rather than using a vacuum pump  405 , a positive pressure pump may be used to apply positive pressure to the tank  404 . In some situations, applying positive pressure to the tank may also function to force or accelerate the washing or treating liquid  403  into the pores of the biochar  402 . Any change in pressure in the tank  404  or across the surface of the biochar could facilitate the exchange of gas and/or moisture into and out of the pores of the biochar with the washing or treating liquid  403  in the tank. Accordingly, changing the pressure in the tank and across the surface of the biochar, whether positive or negative, is within the scope of this invention. The atmosphere of the tank may be air or other gaseous mixture, prior to the intuition of the pressure change. 
     As illustrated  FIG. 4   b,  the washed/adjusted biochar  410  or the washed/adjusted and moisture adjusted biochar  412  may be further treated by inoculating or impregnating the pores of the biochar with an additive  425 . The biochar  410 ,  412  placed back in a reactor  401 , an additive solution  425  is placed in the reactor  401  and a vacuum, using a vacuum pump,  405  is applied to the tank. Again, the vacuum can be applied after the additive solution  425  is added to the tank or while the additive solution  425  is being added to the tank. Thereafter, the washed, adjusted and inoculated biochar  428  can be bagged. Alternatively, if further moisture adjustment is required, the biochar can be further moisture adjusted by vacuum filtration  406  to pull the extra liquid from the washed/moisture adjusted biochar  410  or may be placed in a centrifuge  407  for moisture adjustment. The resulting biochar  430  can then be bagged. Any excess liquids  415  collected from the moisture adjustment step may be disposed of or recycled, as desired. Optionally, biochar particulates or “fines” which easily are suspended in liquid may be collected from the excess liquids  415  for further processing, for example, to create a slurry, biochar extrudates, or merely a biochar product of a consistently smaller particle size. As described above, both processes of  FIGS. 4A and 4B  can be performed with a surfactant solution in place of, or in conjunction with, the vacuum  405 . 
     While known processes exist for the above described processes, research associated with the present invention has shown improvement and the ability to better control the properties and characteristics of the biochar if the processes are performed through the infusion and diffusion of liquids into and out of the biochar pores. One such treatment process that can be used is vacuum impregnation and vacuum and/or centrifuge extraction. Another such treatment process that can be used is the addition of a surfactant to infused liquid, which infused liquid may be optionally heated, cooled, or used at ambient temperature or any combination of the three. 
     Since research associated with the present invention has identified what physical and chemical properties have the highest impact on plant growth and/or soil health, the treatment process can be geared to treat different forms of raw biochar to achieve treated biochar properties known to enhance these characteristics. For example, if the pH of the biochar needs to be adjusted to enhance the raw biochar performance properties, the treatment may be the infusion of an acid solution into the pores of the biochar using vacuum, surfactant, or other treatment means. This treatment of pore infusion through, for example, the rapid, forced infusion of liquid into and out the pores of the biochar, has further been proven to sustain the adjusted pH levels of the treated biochar for much longer periods than biochar that is simply immersed in an acid solution for the same period of time. By way of another example, if the moisture content needs to be adjusted, then excess liquid and other selected substances (e.g., chlorides, dioxins, and other chemicals, to include those previously deposited by treatment to catalyze or otherwise react with substances on the interior or exterior surfaces of the biochar) can be extracted from the pores using vacuum and/or centrifuge extraction or by using various heating techniques. The above describes a few examples of treatment that result in treated biochar having desired performance properties identified to enhance soil health and plant life or other applications. 
       FIG. 5  illustrates one example of a system  500  that utilizes vacuum impregnation to treat raw biochar. Generally, raw biochar particles, and preferably a batch of biochar particles, are placed in a reactor, which is connected to a vacuum pump, and a source of treating liquid (i.e., water or acidic/basis solution). When the valve to the reactor is closed, the pressure in the reactor is reduced to values ranging from 750 Torr to 400 Torr to 10 Torr or less. The biochar is maintained under vacuum (“vacuum hold time”) for anywhere from seconds to 1 minute to 10 minutes, to 100 minutes, or possibly longer. By way of example, for about a 500 pound batch of untreated biochar, a vacuum hold time of from about 1 to about 5 minutes can be used if the reactor is of sufficient size and sufficient infiltrate is available to adjust the necessary properties. While under the vacuum the treating liquid may then be introduced into the vacuum chamber containing the biochar. Alternatively, the treating liquid may be introduced into the vacuum chamber before the biochar is placed under a vacuum. Optionally, treatment may also include subjecting the biochar to elevated temperatures from ambient to about 250° C. or reduced temperatures to about −25° C. or below, with the limiting factor being the temperature and time at which the infiltrate can remain flowable as a liquid or semi-liquid. 
     The infiltrate or treating liquid is drawn into the biochar pore, and preferably drawn into the macropores and mesopores. Depending upon the specific doses applied and pore structure of the biochar, the infiltrate can coat anywhere from 10% to 50% to 100% of the total macropore and mesopore surface area and can fill or coat anywhere from a portion to nearly all (10%-100%) of the total macropore and mesopore volume. 
     As described above, the treating liquid can be left in the biochar, with the batch being a treated biochar batch ready for packaging, shipment and use in an agricultural or other application. The treating liquid may also be removed through drying, treatment with heated gases, subsequent vacuum processing, centrifugal force (e.g., cyclone drying machines or centrifuges), dilution, or treatment with other liquids, with the batch being a treated biochar batch ready for packaging, shipment and use in an agricultural application. A second, third or more infiltration, removal, infiltration and removal, and combinations and variations of these may also be performed on the biochar with optional drying steps between infiltrations to remove residual liquid from and reintroduce gasses to the pore structure if needed. In any of these stages the liquid may contain organic or inorganic surfactants to assist with the penetration of the treating liquid. 
     As illustrated in  FIG. 5 , a system  500  for providing a biochar, preferably having predetermined and generally uniform properties. The system  500  has a vacuum infiltration tank  501 . The vacuum infiltration tank  501  has an inlet line  503  that has a valve  504  that seals the inlet line  503 . In operation, the starting biochar is added to vacuum infiltration tank  501  as shown by arrow  540 . Once the tank is filled with the starting biochar, a vacuum is applied to the tank, by a vacuum pump connected to vacuum line  506 , which also has valve  507 . The starting biochar is held in the vacuum for a vacuum hold time. Infiltrate, as shown by arrow  548  is added to the tank  501  by line  508  having valve  509 . The infiltrate is mixed with the biochar in the tank  501  by agitator  502 . The mixing process is done under vacuum for a period of time sufficient to have the infiltrate fill the desired amount of pore volume, e.g., up to 100% of the macropores and mesopores. 
     Alternatively, the infiltrate may be added to the vacuum infiltration tank  501  before vacuum is pulled on the tank. Optionally, one or more selected gasses may be added to the tank. In this manner, infiltrate is added in the tank in an amount that can be impregnated into the biochar and optionally, the gasses introduced can also potentially impact the reactivity of the liquid as well as any organic or inorganic substances on the surface or in the pore volume of the biochar. As the vacuum is applied, the biochar is circulated in the tank to cause the infiltrate to fill the pore volume. To one skilled in the art, it should be clear that the agitation of the biochar during this process can be performed through various means, such as a rotating tank, rotating agitator, pressure variation in the tank itself, or other means. Additionally, the biochar may be dried using conventional means before even the first treatment. This optional pre-drying can remove liquid from the pores and in some situations may increase the efficiency of impregnation due to pressure changes in the tank. 
     Pressure is then restored in the tank  501  with either ambient air or a prescribed selection of gasses, and the infiltrated biochar is removed, as shown by arrow  541 , from the tank  501  to bin  512 , by way of a sealing gate  511  and removal line  510 . The infiltrated biochar is collected in bin  512 , where it can be further processed in several different ways. The infiltrated biochar can be shipped for use as a treated biochar as shown by arrow  543 . The infiltrated biochar can be returned to the tank  501  (or a second infiltration tank). If returned to the tank  501  the biochar can be processed with a second infiltration step, a vacuum drying step, a washing step, or combinations and variations of these. The infiltrated biochar can be moved by conveyor  514 , as shown by arrow  542 , to a drying apparatus  516 , e.g., a centrifugal dryer or heater, where water, infiltrate or other liquid is removed by way of line  517 , and the dried biochar leaves the dryer through discharge line  518  as shown by arrow  545 , and is collected in bin  519 . The biochar is removed from the bin by discharge  520 . The biochar may be shipped as a treated biochar for use in an agriculture application, as shown by arrow  547 . The biochar may also be further processed, as shown by  546 . Thus, the biochar could be returned to tank  501  (or a second vacuum infiltration tank) for a further infiltration step. The drying step may be repeated either by returning the dry biochar to the drying apparatus  516 , or by running the biochar through a series of drying apparatus, until the predetermined dryness of the biochar is obtained, e.g., between 50% to less than 1% moisture. 
     The system  500  is illustrative of the system, equipment and processes that can be used for, and to carry out the present inventions. Various other implementations and types of equipment can be used. The vacuum infiltration tank can be a sealable off-axis rotating vessel, chamber or tank. It can have an internal agitator that also when reversed can move material out, empty it (e.g., a vessel along the lines of a large cement truck, or ready mix truck, that can mix and move material out of the tank, without requiring the tank&#39;s orientation to be changed). Washing equipment may be added or utilized at various points in the process, or may be carried out in the vacuum tank, or drier (e.g., wash fluid added to biochar as it is placed into the drier for removal). Other steps, such as bagging, weighing, the mixing of the biochar with other materials, e.g., fertilized, peat, soil, etc. can be carried out. In all areas of the system referring to vacuum infiltration, optionally positive pressure can be applied, if needed, to enhance the penetration of the infiltrate or to assist with re-infusion of gaseous vapors into the treated char. Additionally, where feasible, especially in positive pressure environments, the infiltrate may have soluble gasses added which then can assist with removal of liquid from the pores, or gaseous treatment of the pores upon equalization of pressure. 
     As noted above, the biochar may also be treated using a surfactant. The same or similar equipment used in the vacuum infiltration process can be used in the surfactant treatment process. Although it is not necessary to apply a vacuum in the surfactant treatment process, the vacuum infiltration tank or any other rotating vessel, chamber or tank can be used. In the surfactant treatment process, a surfactant, such as yucca extract, is added to the infiltrate, e.g., acid wash or water. The quantity of the surfactant added to the infiltrate may vary depending upon the surfactant used. For example, organic yucca extract can be added at a rate of between 0.1-20%, but more preferably 1-5% by volume of the infiltrate. The infiltrate with surfactant is then mixed with the biochar in a tumbler for several minutes, e.g., 3-5 minutes, without applied vacuum. Optionally, a vacuum or positive pressure may be applied with the surfactant to improve efficiency and penetration, but is not strictly necessary. Additionally, infiltrate to which the surfactant or detergent is added may be heated or may be ambient temperature or less. Similarly, the mixture of the surfactant or detergent, as well as the char being treated may be heated, or may be ambient temperature, or less. After tumbling, excess free liquid can be removed in the same manner as described above in connection with the vacuum infiltration process. Drying, also as described above in connection with the vacuum infiltration process, is an optional additional step. Besides yucca extract, a number of other surfactants may be used for surfactant treatment, which include, but are not limited to, the following: nonionic types, such as, ethoxylated alcohols, phenols-lauryl alcohol ethoxylates, Fatty acid esters-sorbitan, tween 20, amines, amides-imidazoles; anionic types, such as sulfonates-arylalkyl sulfonates and sulfate-sodium dodecyl sulfate; cationic types, such as alkyl-amines or ammoniums-quaternary ammoniums; and amphoteric types, such as betaines-cocamidopropyl betaine. Additionally biosurfactants, or microbes which produce biosurfactants such as  Flavobacterium  sp. may also be used. 
     Optionally, the biochar may also be treated by applying ultrasonics. In this treatment process, the biochar may be contacted with a treating liquid that is agitated by ultrasonic waves. By agitating the treating liquid, contaminants may be dislodged or removed from the biochar due to bulk motion of the fluid in and around the biocarbon, pressure changes, including cavitation in and around contaminants on the surface, as well as pressure changes in or near pore openings (cavitation bubbles) and internal pore cavitation. 
     In this manner, agitation will cause contaminants of many forms to be released from the internal and external structure of the biochar. The agitation also encourages the exchange of water, gas, and other liquids with the internal biochar structure. Contaminants are transported from the internal structure to the bulk liquid (treating fluid) resulting in biochar with improved physical and chemical properties. The effectiveness of ultrasonic cleaning is tunable as bubble size and number is a function of frequency and power delivered by the transducer to the treating fluid 
     In one example, applying ultrasonic treatment, raw wood based biochar between 10 microns to 10 mm with moisture content from 0% to 90% may be mixed with a dilute mixture of acid and water (together the treating liquid) in a processing vessel that also translates the slurry (the biochar/treating liquid mixture). During translation, the slurry passes near an ultrasonic transducer to enhance the interaction between the fluid and biochar. The biochar may experience one or multiple washes of dilute acid, water, or other treating fluids. The biochar may also make multiple passes by ultrasonic transducers to enhance physical and chemical properties of the biochar. For example, once a large volume of slurry is made, it can continuously pass an ultrasonic device and be degassed and wetted to its maximum, at a rapid processing rate. The slurry can also undergo a separation process in which the fluid and solid biochar are separated at 60% effectiveness or greater. 
     Through ultrasonic treatment, the pH of the biochar, or other physical and chemical properties may be adjusted and the mesopore and macropore surfaces of the biochar may be cleaned and enhanced. Further, ultrasonic treatment can be used in combination with bulk mixing with water, solvents, additives (fertilizers, etc.), and other liquid based chemicals to enhance the properties of the biochar. After treatment, the biochar may be subject to moisture adjustment, further treatment and/or inoculation using any of the methods set forth above. 
     C. Impact of Treatment 
     As illustrated above, the treatment process, whether using pressure changes (e.g., vacuum), surfactant or ultrasonic treatment, or a combination thereof, may include two steps, which in certain applications, may be combined: (i) washing and (ii) inoculation of the pores with an additive. When the desired additive is the same and that being inoculated into the pores, e.g., water, the step of washing the pores and inoculating the pores with an additive may be combined. 
     While not exclusive, washing is generally done for one of three purposes: (i) to modify the surface of the pore structure of the biochar (i.e., to allow for increased retention of liquids); (ii) to modify the pH of the biochar; and/or (iii) to remove undesired and potentially harmful compounds or gases. 
     Testing has further demonstrated that if the biochar is treated, at least partially, in a manner that causes the infusion and/or effusion of liquids and/or vapors into and/or out of the biochar pores (through mechanical, physical, biological, or chemical means), certain beneficial properties of the biochar can be altered, enhanced or improved through treatment. By knowing the properties of the raw biochar and the optimal desired properties of the treated biochar, the raw biochar can then be treated in a manner that results in the treated biochar having controlled optimized properties and greater levels of consistency between batches as well as between treated biochars arising from various feedstocks. 
     Using the treatment processes described above, or other treatments that provide, in part, for the infusion and/or effusion of liquids and/or vapors into and/or out of the biochar pores, biochars can have improved physical and chemical properties over raw biochar. 
     The table below, illustrates some of the important physical and chemical properties of biochar that can be achieved through treatment methods of the present invention: 
     
       
         
           
               
               
             
               
                   
               
               
                 PROPERTY 
                 NUMERIC VALUES 
               
               
                   
               
             
            
               
                 Bulk Density 
                 0.1-0.6 g/cm 3   
               
               
                 Solid Particle Density 
                 0.2-1.2 g/cm 3   
               
               
                 Impregnation/Absorption 
                 0.2-0.8 cm 3 /cm 3   
               
               
                 Capacity (IC) 
                   
               
               
                 Water Holding Capacity 
                 Volumetric: Above 30% (volume  
               
               
                 (WHC)/Water Retention  
                 of water/volume biochar) 
               
               
                 Capacity (WRC) 
                 Gravimetric: 100-400% (wet weigh −  
               
               
                   
                 dry weight/dry weight) 
               
               
                 Plant Available Water 
                 ≥35 wt % 
               
               
                 Surface Area 
                 200-600 m2/g 
               
               
                 PROPERTY 
                 NUMERIC VALUES 
               
               
                   
                 0% ≤ x ≤ 80% by weight 
               
               
                 TGA (H 2 O) 
                 Preferred: 20% ≤ x ≤ 80% by weight 
               
               
                 Percentage Total Residual 
                 0-30 wt.% 
               
               
                 Organic Compound Content 
                   
               
               
                 Percentage Heavy ROC Content 
                 0-20 wt.% 
               
               
                 Percentage VOC Content 
                 Less than 5% 
               
               
                 Acidity (pH) 
                 pH &lt; 8.5, optimal 6.5 &lt; pH &lt; 5 
               
               
                 Percentage of pore volume &gt; 
                 50% 
               
               
                 300 nm to total pore volume 
                   
               
               
                 Ash Content 
                 0.1-5 wt.% 
               
               
                 Remaining Water Content 
                 100-650 mL/kg; 45-150 mL/L;  
               
               
                   
                 12-30 gal/ton; 3-10 gal/yd3 after  
               
               
                   
                 360 hours (15 days) of exposure to the  
               
               
                   
                 environment 
               
               
                 Electrical conductivity 
                 &gt;0.2 ds/m 
               
               
                 Cation Exchange Capacity 
                 ≥5 millieq/I 
               
               
                 Anion Exchange Capacity 
                 ≥5 millieq/I 
               
               
                 Dioxins TEQ 
                 &lt;0.75 ng/kg WHO-PCDD/F-TEQ//kg  
               
               
                   
                 (with &lt;0.5 ng/kg WHO-PCDD/F-TEQ//kg  
               
               
                   
                 optimal) 
               
               
                 Hydrophilicity 
                 0-4 (Indexed by MED testing) 
               
               
                   
                 0-4 (Indexed by Infiltrometer testing) 
               
               
                   
               
            
           
         
       
     
     The above data has been verified, by the testing set forth herein, using treated biochars containing mostly particle sizes less than or equal to 10 mm and greater than 0.5 mm. In general, for most batches of biochar, greater than seventy-five percent (75%) of the biochars tested in batch by both volume and weight have particle sizes less than or equal to 10 mm, where approximately 75% of the biochars tested in batch have particles sizes less than or equal to 5 mm. As also set forth above, the biochars tested have at least 55% carbon content based upon weight. When measuring particle size, as particle size distribution in a batch, a cumulative method of measure is used. When measured in a batch of particles, the cumulative particle size distribution is the percentage of the particles in the batch that will pass through a uniform sieve of a given size. 
     Regarding measurement of the above properties, the properties are defined and measured as set forth below: 
     
       
         
           
               
               
               
               
             
               
                   
               
               
                 ATTRIBUTE 
                 DEFINITION 
                 UNIT OF MEASURE 
                 METHOD OF MEASURE 
               
               
                   
               
             
            
               
                 Impregnation 
                 The amount of water that can be 
                 Either volumetric 
                 Example measurement 
               
               
                 Capacity 
                 held internally within the porous 
                 (cm 3  liquid per 
                 techniques: 
               
               
                   
                 structure (micro, meso, and macro 
                 cm 3  particles) or 
                 Measure specific amount 
               
               
                   
                 pores) of a given particle or batch 
                 gravimetric (gm 
                 (grams or mL) of biochar; 
               
               
                   
                 of particles, measured by the 
                 liquid per gm 
                 dry the sample at 120 C. for 
               
               
                   
                 amount of liquid that can be 
                 particles) 
                 2 hrs.; transfer the sample 
               
               
                   
                 infused into biochar by vacuum 
                   
                 into sealed vacuum reactor 
               
               
                   
                 impregnation. 
                   
                 and apply vacuum of 15 to 
               
               
                   
                   
                   
                 30 inches Hg; start adding 
               
               
                   
                   
                   
                 water drop wise to the 
               
               
                   
                   
                   
                 biochar under vacuum; at 
               
               
                   
                   
                   
                 the first sight of water not 
               
               
                   
                   
                   
                 impregnated into the pores 
               
               
                   
                   
                   
                 (incipient wetness) stop and 
               
               
                   
                   
                   
                 measure the amount of 
               
               
                   
                   
                   
                 water added up to this point; 
               
               
                   
                   
                   
                 this water amount divided by 
               
               
                   
                   
                   
                 the samples mass or volume 
               
               
                   
                   
                   
                 will give the impregnation 
               
               
                   
                   
                   
                 capacity. 
               
               
                   
                   
                   
                 Alternative measurement: 
               
               
                   
                   
                   
                 Dry substance completely 
               
               
                   
                   
                   
                 (through heating or other 
               
               
                   
                   
                   
                 means); weigh substance; 
               
               
                   
                   
                   
                 expose substance to water 
               
               
                   
                   
                   
                 while removing adsorbed 
               
               
                   
                   
                   
                 gasses with partial vacuum 
               
               
                   
                   
                   
                 by apply vacuum of 15 to 30 
               
               
                   
                   
                   
                 inches Hg; remove 
               
               
                   
                   
                   
                 interspatial water by 
               
               
                   
                   
                   
                 centrifuge or other surface 
               
               
                   
                   
                   
                 drying technology. Do not 
               
               
                   
                   
                   
                 heat to remove water in 
               
               
                   
                   
                   
                 pores; weigh substance; the 
               
               
                   
                   
                   
                 difference in the two weights 
               
               
                   
                   
                   
                 of the substance of the initial 
               
               
                   
                   
                   
                 dry weigh of the substance 
               
               
                   
                   
                   
                 measures impregnation 
               
               
                   
                   
                   
                 capacity. 
               
               
                 Water Holding 
                 The amount of water that can be 
                 Volumetric: (ml 
                 1. Dry sample of biochar 
               
               
                 Capacity/ 
                 held both internally within the 
                 liquid/ ml particles 
                 2. Place sample in a 
               
               
                 Water 
                 porous structure, sorbed onto the 
                 or L liquid/L  
                 container 
               
               
                 Retention 
                 particle surface and in the 
                 particles) 
                 3. Fill container with water 
               
               
                 Capacity 
                 interparticle void spaces in a  
                 Gravimetric (wet 
                 4. Drain container 
               
               
                   
                 given batch of particles without  
                 weight-dry 
                 5. Measure mass of 
               
               
                   
                 forced infusion techniques. 
                 weight/dry weight) 
                 sample (i.e., wet weight) 
               
               
                   
                   
                   
                 6. Dry sample (preferably 
               
               
                   
                   
                   
                 by exposure to heat at or 
               
               
                   
                   
                   
                 above boiling point of water) 
               
               
                   
                   
                   
                 7. Measure mass of 
               
               
                   
                   
                   
                 sample (i.e., dry weight) 
               
               
                   
                   
                   
                 and/or determine sample 
               
               
                   
                   
                   
                 volume 
               
               
                 Plant Available 
                 The difference of water content  
                 % mass by weight 
                 A pressure plate extractor is 
               
               
                 Water 
                 at field capacity from the water 
                   
                 used to measure plant 
               
               
                   
                 content at the permanent wilting 
                   
                 available water 
               
               
                   
                 point, which is the point when no 
                   
                   
               
               
                   
                 water is available for the plants 
                   
                   
               
               
                 H 2 O (TGA) 
                 H 2 O (TGA) represents the mass 
                 % mass by weight 
                 Thermogravimetric analysis 
               
               
                   
                 of water contained in the sample 
                   
                 of a given sample 
               
               
                   
                 measured through 
                   
                 indicating % water in a 
               
               
                   
                 Thermogravimetric analysis 
                   
                 sample is determined by % 
               
               
                   
                 (“TGA”). 
                   
                 mass loss measured 
               
               
                   
                   
                   
                 between standard 
               
               
                   
                   
                   
                 temperature and 150° C. 
               
               
                 Total ROC 
                 Total ROC (TGA) represents the 
                 % mass by weight 
                 Thermogravimetric analysis 
               
               
                 (TGA) 
                 mass of residual organic 
                   
                 of a given sample 
               
               
                   
                 compounds (light and heavy) 
                   
                 indicating % of residual 
               
               
                   
                 contained in a sample. 
                   
                 organic compounds is 
               
               
                   
                   
                   
                 measured by % mass loss 
               
               
                   
                   
                   
                 sustained between 150° C. 
               
               
                   
                   
                   
                 and 950° C. 
               
               
                 VOC % (TGA) 
                 Total ROC (TGA) represents the 
                 % mass by weight 
                 Thermogravimetric analysis 
               
               
                   
                 mass of residual light organic 
                   
                 of a given sample 
               
               
                   
                 compounds (volatiles) contained 
                   
                 indicating % of light organic 
               
               
                   
                 in the sample. 
                   
                 compounds (volatiles) is 
               
               
                   
                   
                   
                 measured by % mass loss 
               
               
                   
                   
                   
                 sustained between 150° C. 
               
               
                   
                   
                   
                 and 550° C. 
               
               
                 Heavy ROC % 
                 TGA (Total ROC) represents the 
                 % mass by weight 
                 Thermogravimetric analysis 
               
               
                 (TGA) 
                 mass of mass of residual heavy 
                   
                 of a given sample 
               
               
                   
                 organic compounds contained in 
                   
                 indicating % of heavy 
               
               
                   
                 the sample. 
                   
                 organic compounds is 
               
               
                   
                   
                   
                 measured by % mass loss 
               
               
                   
                   
                   
                 sustained between 550° C. 
               
               
                   
                   
                   
                 and 950° C. 
               
               
                 pH 
                 The acidity of the biochar 
                 pH 
                 Mix biochar into deionized 
               
               
                   
                   
                   
                 water at a ratio of 1 part BC 
               
               
                   
                   
                   
                 to 5 parts water [mass: 
               
               
                   
                   
                   
                 volume] ratio, for example, 
               
               
                   
                   
                   
                 50 g biochar + 250 mL DI 
               
               
                   
                   
                   
                 water. Still slurry for 10 
               
               
                   
                   
                   
                 minutes using a standard 
               
               
                   
                   
                   
                 magnetic stirrer. Measure 
               
               
                   
                   
                   
                 pH of the slurry using 
               
               
                   
                   
                   
                 standard pH measurement 
               
               
                   
                   
                   
                 technology (i.e., a standard 
               
               
                   
                   
                   
                 laboratory pH meter). 
               
               
                 Porosimetry- 
                 Mesopore and Macropore volume 
                 Weight based 
                 Determined by mercury 
               
               
                 Volume of 
                 (pores between 3 nm and 
                 porosity (pore 
                 porosimetry, which 
               
               
                 Meso and 
                 360,000 nm) in a material sample 
                 volume/weight) 
                 measures the meso &amp; 
               
               
                 Macro pores 
                 over total sample volume 
                 cc/g or Volume 
                 macro porosity by applying 
               
               
                 (3 nm- 
                   
                 based porosity 
                 pressure to a sample 
               
               
                 360,000 nm) 
                   
                 (pore volume/bulk 
                 immersed in mercury at a 
               
               
                   
                   
                 volume) cc/ml 
                 pressure calibrated for the 
               
               
                   
                   
                   
                 desired minimum pore 
               
               
                   
                   
                   
                 diameter to be measured. 
               
               
                 Percentage of 
                 Percentage of macropore volume 
                 ml pores &gt; 300 nm/ml 
                 Macropore volume is 
               
               
                 pore volume &gt; 
                 in a sample greater than 300 nm  
                 substance/ml total  
                 determined by mercury 
               
               
                 300 nm to total 
                 in diameter over total pore  
                 pores/ml substance 
                 porosimetry, which 
               
               
                 pore volume 
                 volume 
                   
                 measures the macroporosity 
               
               
                   
                   
                   
                 by applying pressure to a 
               
               
                   
                   
                   
                 sample immersed in 
               
               
                   
                   
                   
                 mercury at a pressure 
               
               
                   
                   
                   
                 calibrated for the minimum 
               
               
                   
                   
                   
                 pore diameter (300 nm) to  
               
               
                   
                   
                   
                 be measured. 
               
               
                   
                   
                   
                 Total volume of pores per 
               
               
                   
                   
                   
                 volumetric unit of substance 
               
               
                   
                   
                   
                 is measured using gas 
               
               
                   
                   
                   
                 expansion method. 
               
               
                 Remaining 
                 The total amount of water that 
                 mL/kg; mL/L 
                 1. Create a sample of 
               
               
                 Water Content 
                 remains held by the biochar after 
                   
                 biochar where the biochar 
               
               
                   
                 exposure to the environment for 
                   
                 has reached its maximum 
               
               
                   
                 certain amount of time. 
                   
                 water holding capacity; 
               
               
                   
                   
                   
                 2. Determine (using a 
               
               
                   
                   
                   
                 portion of the sample) the 
               
               
                   
                   
                   
                 total water content by 
               
               
                   
                   
                   
                 thermogravimetric analysis 
               
               
                   
                   
                   
                 (H 2 O (TGA)) 
               
               
                   
                   
                   
                 3. Expose the biochar (in 
               
               
                   
                   
                   
                 the remaining sample) to the 
               
               
                   
                   
                   
                 environment for a period of 
               
               
                   
                   
                   
                 2 weeks, 1 day (15 days, 
               
               
                   
                   
                   
                 360 hrs.); 
               
               
                   
                   
                   
                 4. Determine the remaining 
               
               
                   
                   
                   
                 water content by 
               
               
                   
                   
                   
                 thermogravimetric analysis 
               
               
                   
                   
                   
                 (H 2 O (TGA)); and 
               
               
                   
                   
                   
                 5. Normalizing the 
               
               
                   
                   
                   
                 remaining (retained) water in 
               
               
                   
                   
                   
                 mL to 1 kg or 1 L biochar. 
               
               
                 Electrical 
                 Electrical conductivity is the 
                 ds/m 
                 Following the USDA Soil 
               
               
                 Conductivity 
                 measure of the amount of 
                   
                 Quality Test Kit Guide, 
               
               
                   
                 electrical current a material can 
                   
                 material is mixed with 
               
               
                   
                 carry. 
                   
                 deionized water on a 1:1 
               
               
                   
                   
                   
                 material to water ratio on a 
               
               
                   
                   
                   
                 volume basis. The electrical 
               
               
                   
                   
                   
                 conductivity is then 
               
               
                   
                   
                   
                 measured using a 
               
               
                   
                   
                   
                 commonly available EC 
               
               
                   
                   
                   
                 meter - consisting of two 
               
               
                   
                   
                   
                 electrodes and a constant 
               
               
                   
                   
                   
                 current flowing through the 
               
               
                   
                   
                   
                 material between the 
               
               
                   
                   
                   
                 electrodes. 
               
               
                 Cation 
                 Cation exchange capacity (CEC) 
                 millieq/I 
                 CEC may be determined 
               
               
                 Exchange 
                 is the total capacity of a soil to 
                   
                 through the use of 
               
               
                 Capacity 
                 hold exchangeable cations. CEC 
                   
                 ammonium acetate buffered 
               
               
                   
                 is an inherent soil characteristic 
                   
                 at pH 7.0. The material is 
               
               
                   
                 and is difficult to alter significantly. 
                   
                 saturated with 1M 
               
               
                   
                 It influences the soil&#39;s ability to 
                   
                 ammonium acetate 
               
               
                   
                 hold onto essential nutrients and 
                   
                 (NH 4 OAc), followed by the 
               
               
                   
                 provides a buffer against soil 
                   
                 release of the NH 4   +  ions and 
               
               
                   
                 acidification. 
                   
                 its measurement in meq/ 
               
               
                   
                   
                   
                 100 g (milliequivalents of  
               
               
                   
                   
                   
                 charge per 100 g of dry soil)  
               
               
                   
                   
                   
                 or cmolc/kg (centimoles of 
               
               
                   
                   
                   
                 charge per kilogram of dry 
               
               
                   
                   
                   
                 soil). 
               
               
                   
                   
                   
                 Instead of ammonium 
               
               
                   
                   
                   
                 acetate another method 
               
               
                   
                   
                   
                 uses barium chloride. 0.1M 
               
               
                   
                   
                   
                 BaCl 2  is used to saturate the 
               
               
                   
                   
                   
                 exchange sites followed by 
               
               
                   
                   
                   
                 replacement with either 
               
               
                   
                   
                   
                 MgSO 4  or MgCl 2 . 
               
               
                   
                   
                   
                 Indirect methods for CEC 
               
               
                   
                   
                   
                 calculation involves the 
               
               
                   
                   
                   
                 estimation of extracted  
               
               
                   
                   
                   
                 Ca 2   + , Mg 2   + , K +  and Na +  in  
               
               
                   
                   
                   
                 a standard soil test using 
               
               
                   
                   
                   
                 Mehlich 3 and accounting 
               
               
                   
                   
                   
                 for the exchangeable acidity (sum of H + , Al 3   + , Mn 2   + , and 
               
               
                   
                   
                   
                 Fe 2   + ) if the pH is below 6.0 
               
               
                 Anion 
                 AEC is the degree to which a soil 
                 millieq/1 
                 AEC is calculated directly or 
               
               
                 Exchange 
                 can adsorb and exchange anions. 
                   
                 indirectly by saturated paste 
               
               
                 Capacity 
                 AEC increases as soil pH 
                   
                 extraction of exchangeable 
               
               
                   
                 decreases. The pH of most 
                   
                 anions, Cl − , NO 3   − , SO 4   2− ,  
               
               
                   
                 productive soils is usually too high 
                   
                 and PO4 3−  to calculate anion 
               
               
                   
                 (exceptions are for volcanic soils) 
                   
                 sum or the use of potassium 
               
               
                   
                 for full development of AEC and 
                   
                 bromide to saturate anions 
               
               
                   
                 thus it generally plays a minor role 
                   
                 sites at different pHs and 
               
               
                   
                 in supplying plants with anions. 
                   
                 repeated washings with 
               
               
                   
                   
                   
                 calcium chloride and final 
               
               
                   
                   
                   
                 measurement of bromide 
               
               
                 Dioxins TEQ 
                 Polychlorinated dibenzo-p-dioxins 
                 ng/kg WHO- 
                 Two methods are used: 
               
               
                   
                 (PCDDs) (i.e., 75 congeners (10 
                 PCDD/F-TEQ//kg 
                 EPA Method 8290 (for 
               
               
                   
                 are specifically toxic)); 
                   
                 research and understanding 
               
               
                   
                 Polychlorinated dibenzofurans 
                   
                 at low levels (ppt-ppq); and 
               
               
                   
                 (PCDFs) (i.e., 135 congeners (7 
                   
                 EPA Method 1613B (for 
               
               
                   
                 are specifically toxic)) and 
                   
                 regulatory compliance). 
               
               
                   
                 Polychlorinated biphenyls (PCBs) 
                   
                 Both are based on high 
               
               
                   
                 (Considered dioxin-like 
                   
                 resolution gas 
               
               
                   
                 compounds (DLCs)) 
                   
                 chromatography 
               
               
                   
                   
                   
                 (HRGC)/high resolution 
               
               
                   
                   
                   
                 mass spectrometry (HRMS). 
               
               
                 Hydrophilicity 
                 Measure of the affinity of the 
                 Indexed 
                 Molarity of Ethanol Drop 
               
               
                   
                 material to absorb or associate 
                   
                 Test (“MED Test”) 
               
               
                   
                 with water (the lower the indexed 
                   
                 1. Make seven solutions of 
               
               
                   
                 number the more affinity the 
                   
                 deionized (“DI”) water with 
               
               
                   
                 biochar has to absorb water and 
                   
                 the following respective 
               
               
                   
                 thus the more hydrophilic) 
                   
                 percentages of ethanol: 3, 
               
               
                   
                   
                   
                 5, 11, 13, 18, 24 and 36. 
               
               
                   
                   
                   
                 The test started with a 
               
               
                   
                   
                   
                 mixture having no DI. 
               
               
                   
                   
                   
                 2. Place biochar in 
               
               
                   
                   
                   
                 container prepared for 
               
               
                   
                   
                   
                 testing 
               
               
                   
                   
                   
                 3. Start with DI water 
               
               
                   
                   
                   
                 testing (solution 0 - no 
               
               
                   
                   
                   
                 ethanol); Test multiple drop 
               
               
                   
                   
                   
                 laid onto the substrate 
               
               
                   
                   
                   
                 surface from low height. If 
               
               
                   
                   
                   
                 drops soak in less than 3 
               
               
                   
                   
                   
                 seconds, record substrate 
               
               
                   
                   
                   
                 as “0.” If drops take longer 
               
               
                   
                   
                   
                 than 3 seconds or don&#39;t 
               
               
                   
                   
                   
                 soak in, go to test solution 1. 
               
               
                   
                   
                   
                 4. Test Solution 1; Test 
               
               
                   
                   
                   
                 multiple drops from dropper 
               
               
                   
                   
                   
                 laid onto the surface from 
               
               
                   
                   
                   
                 low height. If drops soak 
               
               
                   
                   
                   
                 into the substrate in less 
               
               
                   
                   
                   
                 than 3 seconds, record 
               
               
                   
                   
                   
                 material as “1.” If drops 
               
               
                   
                   
                   
                 take longer than 3 seconds, 
               
               
                   
                   
                   
                 or don&#39;t soak in, go to test 
               
               
                   
                   
                   
                 solution 2. 
               
               
                   
                   
                   
                 5. Test solution 2; Test 
               
               
                   
                   
                   
                 multiple drops from dropper 
               
               
                   
                   
                   
                 laid onto the surface from 
               
               
                   
                   
                   
                 low height. If drops soak 
               
               
                   
                   
                   
                 into the substrate in less 
               
               
                   
                   
                   
                 than 3 seconds, record 
               
               
                   
                   
                   
                 material as “2.” If drops 
               
               
                   
                   
                   
                 take longer than 3 seconds, 
               
               
                   
                   
                   
                 or don&#39;t soak in, go to test 
               
               
                   
                   
                   
                 solution 3. 
               
               
                   
                   
                   
                 Proceed as above, testing 
               
               
                   
                   
                   
                 progressively higher 
               
               
                   
                   
                   
                 numbered MED solutions 
               
               
                   
                   
                   
                 until you find the solution 
               
               
                   
                   
                   
                 that soaks into the substrate 
               
               
                   
                   
                   
                 in 3 seconds or less. The 
               
               
                   
                   
                   
                 substrate is recorded as 
               
               
                   
                   
                   
                 having that Hydrophobicity 
               
               
                   
                   
                   
                 Index number assigned to it 
               
               
                   
                   
                   
                 (0-7, with 0 being very 
               
               
                   
                   
                   
                 hydrophilic and 7 strongly 
               
               
                   
                   
                   
                 hydrophobic). 
               
               
                 Hydrophilicity 
                 Measure of the affinity of the 
                 Indexed 
                 Infiltrometer Testing 
               
               
                   
                 material to absorb or associate 
                   
                 1. Fill the bubble chamber 
               
               
                   
                 with water (the lower the indexed 
                   
                 three quarters full with tap 
               
               
                   
                 number the more affinity the 
                   
                 water for both water and 
               
               
                   
                 biochar has to absorb water and 
                   
                 ethanol sorptivity tests. Do 
               
               
                   
                 thus the more hydrophilic) 
                   
                 NOT use distilled or DI 
               
               
                   
                   
                   
                 water. 
               
               
                   
                   
                   
                 2. Once the upper 
               
               
                   
                   
                   
                 chamber is full, invert the 
               
               
                   
                   
                   
                 infiltrometer and fill the 
               
               
                   
                   
                   
                 water reservoir with 80 mL. 
               
               
                   
                   
                   
                 3. Carefully set the 
               
               
                   
                   
                   
                 position of the end of the 
               
               
                   
                   
                   
                 mariotte tube with respect to 
               
               
                   
                   
                   
                 the porous disk to ensure a 
               
               
                   
                   
                   
                 zero suction offset while the 
               
               
                   
                   
                   
                 tube bubbles. If this 
               
               
                   
                   
                   
                 dimension is changed 
               
               
                   
                   
                   
                 accidentally, the end of the 
               
               
                   
                   
                   
                 mariotte tube should be 
               
               
                   
                   
                   
                 reset to 6 mm from the end 
               
               
                   
                   
                   
                 of the plastic water reservoir 
               
               
                   
                   
                   
                 tube. 
               
               
                   
                   
                   
                 4. Replace the bottom 
               
               
                   
                   
                   
                 elastomer, making sure the 
               
               
                   
                   
                   
                 porous disk is firmly in 
               
               
                   
                   
                   
                 place. 
               
               
                   
                   
                   
                 5. If the infiltrometer is held 
               
               
                   
                   
                   
                 vertically using a stand and 
               
               
                   
                   
                   
                 clamp, no water should leak 
               
               
                   
                   
                   
                 out. 
               
               
                   
                   
                   
                 6. Set the suction rate of 1 
               
               
                   
                   
                   
                 cm for all samples. 
               
               
                   
                   
                   
                 7. If the surface of the 
               
               
                   
                   
                   
                 sample is not smooth, a thin 
               
               
                   
                   
                   
                 layer of fine biochar being 
               
               
                   
                   
                   
                 tested can be applied to the 
               
               
                   
                   
                   
                 area directly underneath the 
               
               
                   
                   
                   
                 infiltrometer stainless steel 
               
               
                   
                   
                   
                 disk. This ensures good 
               
               
                   
                   
                   
                 contact between the 
               
               
                   
                   
                   
                 samples and the 
               
               
                   
                   
                   
                 infiltrometer. 
               
               
                   
                   
                   
                 8. When we take the 
               
               
                   
                   
                   
                 reading, the interval is 1 min 
               
               
                   
                   
                   
                 for both water and ethanol 
               
               
                   
                   
                   
                 sorptivity test. 
               
               
                   
                   
                   
                 9. To be accurate, 20 mL 
               
               
                   
                   
                   
                 water or 95% ethanol needs 
               
               
                   
                   
                   
                 to be infiltrated into the 
               
               
                   
                   
                   
                 samples. 
               
               
                   
                   
                   
                 10. Record time and 
               
               
                   
                   
                   
                 water/ethanol volume. 
               
               
                   
                   
                   
                 Data Processing 
               
               
                   
                   
                   
                 1. Input the volume levels 
               
               
                   
                   
                   
                 and time to the 
               
               
                   
                   
                   
                 corresponding volume 
               
               
                   
                   
                   
                 column 
               
               
                   
                   
                   
                 2. Use the following 
               
               
                   
                   
                   
                 equation to calculate the 
               
               
                   
                   
                   
                 hydrophobicity index of R 
               
               
                   
                   
                   
                 I = at + b{square root over (t)} 
               
               
                   
                   
                   
                 a: Infiltration Rate, cm/s 
               
               
                   
                   
                   
                 b: Sorptivity, cm/s 1/2   
               
               
                   
               
               
                   
                   
                   
                 
                   
                     
                       
                         R 
                         = 
                         
                           1. 
                            
                           9 
                            
                           5 
                           * 
                           
                             
                               b 
                               
                                 e 
                                  
                                 t 
                                  
                                 h 
                                  
                                 anol 
                               
                             
                             
                               b 
                               water 
                             
                           
                         
                       
                     
                   
                 
               
               
                   
               
            
           
         
       
     
     1. Impregnation Capacity 
     As illustrated above, “impregnation capacity” is defined as the amount of water that can be held internally within the porous structure (micro, meso, and macro pores) of a given particle or batch of particles. This is measured by determining the maximum amount of liquid that can be infused into biochar by vacuum impregnation. The measurement can be taken either volumetric (ml liquid per ml particles) or gravimetric (gm liquid per gm particles). More than one measurement technique can be used to determine the impregnation capacity. In one example, the measurement is determined by the following procedure: (i) measure a specific amount (grams or mL) of biochar; (ii) dry the sample at 120° C. for 2 hrs.; (iii) transfer the sample into sealed vacuum reactor and apply vacuum of 15 to 30 inches Hg; (iv) start adding water drop wise to the biochar under vacuum; (v) at the first sight of water not impregnated into the pores (incipient wetness) stop and measure the amount of water added up to this point; (vi) this water amount divided by the samples mass or volume will give the impregnation capacity. 
     In another example, impregnation capacity is measured by the following procedure: (i) measure a specific amount of biochar (grams or mL); (ii) dry the biochar by, for example, heating the biochar under a temperature of 120° C. for a period of 2 hours or until mass loss is below 0.1% in a 5 minute period, or by using another acceptable technique to reduce the moisture content of the biochar to less than 2% and preferably less than 1%; (ii) weigh the biochar; (iii) expose the biochar to water while removing the absorbed gasses with a partial vacuum of 15 to 30 inches Hg; (iv) removing interspatial water by centrifuge or other surface drying technology (excluding heat); and (v) weighing the biochar. The difference in weight of the substance in step (ii) from step (v) over the total weight of the substance from step (ii) determines the impregnation capacity of the biochar. This number can be then be presented as a measurement by mass or volume. 
     2. Water Holding/Retention Capacity 
     As demonstrated below, the treatment processes of the invention modifies the surfaces of the pore structure to provide enhanced functionality and to control the properties of the biochar to achieve consistent and predicable performance. Using the above treatment processes, anywhere from at least 10% of the total pore surface area up to 90% or more of the total pore surface area may be modified. In some implementations, it may be possible to achieve modification of up to 99% or more of the total pore surface area of the biochar particle. Using the processes set forth above, such modification may be substantially and uniformly achieved for an entire batch of treated biochar. 
     For example, it is believed that by treating the biochar as set forth above, the hydrophilicity of the surface of the pores of the biochar is modified, allowing for a greater water retention capacity. Further, by treating the biochars as set forth above, gases and other substances are also removed from the pores of the biochar particles, also contributing to the biochar particles&#39; increased water holding capacity. Thus, the ability of the biochar to retain liquids, whether water or additives in solution, is increased, which also increases the ability to load the biochar particles with large volumes of inoculant, infiltrates and/or additives. 
     A batch of biochar has a bulk density, which is defined as weight in grams (g) per cm 3  of loosely poured material that has or retains some free space between the particles. The biochar particles in this batch will also have a solid density, which is the weight in grams (g) per cm 3  of just particles, i.e., with the free space between the particles removed. The solid density includes the air space or free space that is contained within the pores, but not the free space between particles. The actual density of the particles is the density of the material in grams (g) per cm 3  of material, which makes up the biochar particles, i.e., the solid material with pore volume removed. 
     In general, as bulk density increases the pore volume would be expected to decrease and, if the pore volume is macro or mesoporous, with it, the ability of the material to hold infiltrate, e.g., inoculant. Thus, with the infiltration processes, the treated biochars can have impregnation capacities that are larger than could be obtained without infiltration, e.g., the treated biochars can readily have 10%, 30%, 40%, 50%, or most preferably, 60%-100% of their total pore volume filled with an infiltrate, e.g., an inoculant. The impregnation capacity is the amount of a liquid that a biochar particle, or batch of particles, can absorb. The ability to make the pores surface hydrophilic, and to infuse liquid deep into the pore structure through the application of positive or negative pressure and/or a surfactant, alone or in combination, provides the ability to obtain these high impregnation capabilities. The treated biochars can have impregnation capacities, i.e., the amount of infiltrate that a particle can hold on a volume held/total volume of a particle basis, that is greater than 0.2 cm 3 /cm 3  to 0.8 cm 3 /cm 3 . 
     Accordingly, by using the treatment above, the water retention capacity of biochar can be greatly increased over the water retention capacities of various soil types and even raw biochar, thereby holding water and/or nutrients in the plant&#39;s root zone longer and ultimately reducing the amount of applied water (through irrigation, rainfall, or other means) needed by up to 50% or more.  FIG. 6  has two charts showing the water retention capacities of planting substrates versus when mixed with raw and treated biochar. In this example, the raw and treated biochar are derived from coconut biomass. The soils sampled are loam and sandy clay soil and a common commercial horticultural peat and perlite soilless potting mix. The charts show the retained water as a function of time. 
     In chart A of  FIG. 6 , the bottom line represents the retained water in the sandy claim loam soil over time. The middle line represents the retained water in the sandy clay soil with 20% by volume percent of unprocessed raw biochar. The top line represents the retained water in the sandy clay loam soil with 20% by volume percent of treated biochar (adjusted and inoculated biochar). Chart B of  FIG. 6  represents the same using peat and perlite soilless potting mix rather than sandy clay loam soil. 
     As illustrated in  FIG. 7  the treated biochar has an increased water retention capacity over raw biochar of approximately 1.5 times the raw biochar. Similarly, testing of treated biochar derived from pine have also shown an approximate 1.5 times increase in water retention capacity over raw biochar. With certain biochar, the water retention capacity of treated biochar could be as great as three time that of raw biochar. 
     “Water holding capacity,” which may also be referred to as “Water Retention Capacity,” is the amount of water that can be held both internally within the porous structure and in the interparticle void spaces in a given batch of particles. While a summary of the method of measure is provided above, a more specific method of measuring water holding capacity/water retention capacity is measured by the following procedure: (i) drying a sample of material under temperatures of 105° C. for a period of 24 hours or using another scientifically acceptable technique to reduce the moisture content of the material to less than 2%, less than 1%; and preferably less than 0.5%; (ii) placing a measured amount of dry material in a container; (iii) filling the container having the measured amount of material with water such that the material is completely immersed in the water; (iv) letting the water remain in the container having the measured amount of material for at least ten minutes or treating the material in accordance with the invention by infusing with water when the material is a treated biochar; (v) draining the water from the container until the water ceases to drain; (vi) weighing the material in the container (i.e., wet weight); (vii) again drying the material by heating it under temperatures of 105° C. for a period of 24 hours or using another scientifically acceptable technique to reduce the moisture content of the material to less than 2% and preferably less than 1%; and (viii) weighing the dry material again (i.e., dry weight) and, for purposes of a volumetric measure, determining the volume of the material. 
     Measured gravimetrically, the water holding/water retention capacity is determined by measuring the difference in weight of the material from step (vi) to step (viii) over the weight of the material from step (viii) (i.e., wet weight-dry weight/dry weight).  FIG. 7  illustrates the different water retention capacities of raw biochar versus treated biochar measured gravimetrically. As illustrated, water retention capacity of raw biochar can be less than 200%, whereas treated biochar can have water retention capacities measured gravimetrically greater than 100%, and preferably between 200 and 400%. 
     Water holding capacity can also be measured volumetrically and represented as a percent of the volume of water retained in the biochar after gravitationally draining the excess water/volume of biochar. The volume of water retained in the biochar after draining the water can be determined from the difference between the water added to the container and water drained off the container or from the difference in the weight of the wet biochar from the weight of the dry biochar converted to a volumetric measurement. This percentage water holding capacity for treated biochar may be 30% and above by volume, and preferably 50-55 percent and above by volume. 
     Given biochar&#39;s increased water retention capacity, the application of the treated biochar and even the raw biochar can greatly assist with the reduction of water and/or nutrient application. It has been discovered that these same benefits can be imparted to agricultural growth. 
     3. Plant Available Water 
     As illustrated in  FIG. 8 , plant available water is greatly increased in treated biochar over that of raw biochar.  FIG. 8  illustrates the plant available water in raw biochar, versus treated biochar and treated dried biochar and illustrates that treated biochar can have a plant available water percent of greater than 35% by volume. 
     “Plant Available Water” is the amount of unbound water in the material available for plants to uptake. This is calculated by subtracting the water content at field capacity from the water content at the permanent wilting point, which is the point when no water is available for the plants. Field capacity is generally expressed as the bulk water content retained at −33 J/kg (or −0.33 bar) of hydraulic head or suction pressure. Permanent wilting point is generally expressed as the bulk water content retained at −1500 J/kg (or −15.0 bar) of hydraulic head or suction pressure. Methods for measuring plant available water are well-known in the industry and use pressure plate extractor, which are commercially available or can be built using well-known principles of operation. 
     4. H 2 O, ROC, VOC and HOC 
     Further, the treatment processes are capable of modifying the pore surfaces to remove or neutralize deleterious materials that are otherwise difficult, if not for all practical purpose, impossible to mitigate. For example, heavy metals, transition metals, sodium and phytotoxic organics, polycyclic aromatic hydrocarbons, volatile organic compounds (VOCs), and perhaps other phytotoxins. Thus, by treating the biochar in accordance with the treatment processes set forth and described above, the resulting treated biochar has the majority, more preferably essentially all, and most preferably all, of their pore surfaces modified by the removal, neutralization and both, of one or more deleterious, harmful, potentially harmful material that is present in the starting biochar material. 
     For example, treatment can reduce the total percentage of residual organic compounds (ROC), including both the percentage of heavy ROCs and percentage of VOCs. Through treatment, the total ROC can be reduced to 0-30% wt. %, percentage heavy ROC content can be reduced to 0-20% wt. % and VOC content can be reduced to less than 5% wt. %. 
     The percent water, total organic compounds, total light organic compounds (volatiles or VOC) and total heavy organic compounds, as referenced in this application as contained in a biochar particle or particles in a sample may all be measured by thermogravimetric analysis. Thermogravimetric analysis is performed by a Hitachi STA 7200 analyzer or similar piece of equipment under nitrogen flow at the rate of 110 mL/min. The biochar samples are heated for predetermined periods of time, e.g., 20 minutes, at a variety of temperatures between 100 and 950° C. The sample weights are measured at the end of each dwell step and at the beginning and at the end of the experiment. Thermogravimetric analysis of a given sample indicating percentage water in a sample is determined by % mass loss measured between standard temperature and 150° C. Thermogravimetric analysis of a given sample indicating percentage of residual organic compounds is measured by percentage mass loss sustained between 150° C. and 950° C. Thermogravimetric analysis of a given sample indicating percentage of light organic compounds (volatiles) is measured by percentage mass loss sustained between 150° C. and 550° C. Thermogravimetric analysis of a given sample indicating percentage of heavy organic compounds is measured by percentage mass loss sustained between 550° C. and 950° C.  FIG. 9  is an example of a Thermogravimetric Analysis (TGA) plot outlining the above explanation and the measure of water, light organics and heavy organics. 
     In summary, for purposes of this application, “Residual organic compounds” (ROCs) are defined as compounds that burn off during thermogravimetric analysis, as defined above, between 150° C. and 950° C. Residual organic compounds include, but are not limited to, phenols, polyaromatic hydrocarbons, monoaromatic hydrocarbons, acids, alcohols, esters, ethers, ketones, sugars, alkanes and alkenes. Of the ROCs, those that burn off using thermogravimetric analysis between 150° C. and 550° C. are considered light organic compounds (volatiles or VOCs), and those that burn off between 550° C. and 950° C. are heavy organic compounds. It should be noted that there may be some inorganic compounds which also are burned off during TGA analysis in these temperature ranges, but these are generally a very low percentage of the total emission and can be disregarded in the vast majority of cases as slight variations. In any of these measurements, a gas chromatograph/mass spectrometer may be used if needed for higher degrees of precision. 
     5. pH 
     Regarding pH, the above described vacuum infiltration processes and/or surfactant wash processes have the ability to take raw biochars having detrimental or deleterious pHs and transform those biochars into a treated biochar having pH that is in an optimal range for most plant growth, and soil health.  FIG. 10  is a graph  1000  showing the pH of various starting biochars that were made from different starting materials and pyrolysis process temperatures, including coconut shells  1004 , pistachio shells  1001 , corn at 500° C.  1005 , corn at 900° C.  1002 , bamboo  1003 , mesquite  1006 , wood and coffee  1008 , wood (Australia)  1009 , various soft woods  1010 ,  1011 ,  1012 ,  1013 ,  1014 ,  1015 ,  1016 ,  1017 , red fir at 900° C.  1007 , various grasses at 500° C.  1018 ,  1019 ,  1020 , grass  1021 , and grass at 900° C.  1023 . The vacuum infiltration process, among other processes, can alter the pH from the various undesirable pH levels and bring the pH into the preferred, optimal range  1024  for most plant growth, soil health and combinations of these.  FIG. 11  is a chart  1100  showing percentage of germination for plants for particular pHs, and a desired germination range  1101 . A control  1104  is compared with an optimal pH range  1102 , and a distribution  1103  of growth rates across pHs is shown. 
     If treated for pH adjustment, the treated biochar takes a few days after treatment for the pH to normalize. Once normalized, tests have proven that pH altered biochar remains at a stable pH, typically lower than the pH of the raw biochar, for up to 12 months or more after treatment. 
     For example, the treatment process of the present invention can remove and/or neutralize inorganic compounds, such as calcium hydroxide ((CaOH)2), potassium oxide (K20), magnesium oxide (MgO), magnesium hydroxide (Mg(OH)2), and many others that are formed during pyrolysis, and are fixed to the biochar pore surfaces. These inorganics, in particular calcium hydroxide, adversely affect the biochar&#39;s pH, making the pH in some instances as high as 8.5, 9.5, 10.5 and 11.2. These high pH ranges are generally considered to be deleterious, detrimental to many crops, and may kill or adversely affect the plants, sometimes rendering an entire field a loss. 
     The calcium hydroxide and other inorganics, cannot readily, quickly, and/or effectively be removed at meaningful percentages or quantities by simple washing of the biochar, even in an acid bath. It cannot be removed by drying the biochar, such as by heating, vacuum, or centrifugal force. It is theorized that these techniques and methodologies cannot reach or otherwise affect the various pore surfaces, e.g., macro-, meso- and micro- in any viable or efficacious manner; and thus cannot remove or otherwise neutralize the calcium hydroxide. 
     Upon modification of the pore surface area by removal and/or neutralization of the calcium hydroxide the pH of the biochar can be reduced to the range of about pH 5 to about pH 8.5, and more preferably from about pH 6.4 to about 7.2, and still more preferably around 6.5 to 6.8, recognizing that other ranges and pHs are contemplated and may prove useful, under specific environmental situations. Thus, the present treated biochars, particles, batches and both, have most, essentially all, and more preferably all, of their pore surfaces modified by the removal, neutralization and both, of the calcium hydroxide that is present in the starting biochar material. These treated biochars have pHs in the range of about 5 to about 8.5, about 6.2 to 7.8, about 6.5 to about 7.5, about 6.4 to about 7, and about 6.8. Prior to and before testing, biochar is passed through a 2 mm sieve before pH is measured. All measurements are taken according to Rajkovich et al.,  Corn growth and nitrogen nutrition after additions of biochars with varying properties to a temperate soil,  Biol. Fertil. Soils (2011), from which the IBI method is based. 
     There are a wide variety of tests, apparatus and equipment for making pH measurements. For example, and preferably when addressing the pH of biochar, batches, particles and pore surfaces of those particles, two appropriates for measuring pH are the Test Method for the U.S. Composting Council (“TMCC”) 4.11-A and the pH Test Method promulgated by the International Biochar Initiative. The test method for the TMCC comprises mixing biochar with distilled water in 1:5 [mass:volume] ratio, e.g., 50 grams of biochar is added to 250 mol f pH 7.0±0.02 water and is stirred for 10 minutes; the pH is then the measured pH of the slurry. The pH Test Method promulgated by the International Biochar Initiative comprises 5 grams of biochar is added to 100 mol f water pH=7.0±0.02 and the mixture is tumbled for 90 minutes; 25 the pH is the pH of the slurry at the end of the 90 minutes of tumbling. 
     6. Pore Volume 
     Generally, a treated biochar sample has greater than 50% by volume of its porosity in macropores (pores greater than 300 nanometers). Further, results indicate that greater than 75% of pores in treated biochar are below 50,000 nanometers. Also, results indicate that greater than 50% by volume of treated biochar porosity are pores in the range of 500 nanometers and 100,000 nanometers. Bacterial sizes are typically 500 nanometers to several thousand nanometers. Bacteria and other microbes have been observed to fit and colonize in the pores of treated biochar, thus supporting the pore size test results. 
     Macropore volume is determined by mercury porosimetry, which measures the meso and/or macro porosity by applying pressure to a sample immersed in mercury at a pressure calibrated for the minimum pore diameter to be measured (for macroporosity this is 300 nanometers). This method can be used to measure pores in the range of 3 nm to 360,000 nm. Total volume of pores per volumetric unit of substance is measured using gas expansion method. 
     Depending upon the biomass from which the biochar is derived, mercury porosimetry testing has shown that washing under differential pressure, using the processes described above, can increase the number of both the smallest and larger pores in certain biochar (e.g., pine) and can increase the number of usable smaller pores. Treatment of biochar using either vacuum or surfactant does alter the percentage of total usable pores between 500 to 100,000 nanometers and further has varying impact on pores less than 50,000 nanometers and less than 10,000 nanometers. 
       FIG. 28  is a chart  2800  showing the impact of treatment on pores sizes of biochar derived from coconut. The majority of the coconut based biochar pores are less than 10 microns. Many are less than 1 micron. Vacuum processing of the biochar results in small reduction of 10 to 50 micron pores, with increase of smaller pores on vacuum processing. The mercury porosimetry results of the raw biochar are represented by  2802  (first column in the group of three). The vacuum treated biochar is represented by  2804  (second column in the group of three) and the surfactant treated biochar is  2806  (third column in the group of three). 
       FIG. 29  is a chart  3000  showing the impact of treatment on pores sizes of biochar derived from pine. The majority of the pine based biochar pores are 1 to 50 microns, which is a good range for micro-biologicals. Vacuum processing results in significant reduction of the 10 to 50 micron pores, with an increase of smallest and largest pores. The mercury porosimetry results of the raw biochar are represented by  2902  (first column in the group of three). The vacuum treated biochar is represented by  2904  (second column in the group of three) and the surfactant treated biochar is  2906  (third column in the group of three). 
     7. Bulk Density 
     A batch of biochar has a bulk density, which is defined as weight in grams (g) of 1 cm 3  of loosely poured material that has or retains some free space between the particles. The biochar particles in this batch will also have a solid density, which is the weight in grams (g) of 1 cm 3  of just particles, i.e., with the free space between the particles removed. The solid density includes the air space or free space that is contained within the pores, but not the free space between particles. The actual density of the particles is be the density of the material in grams (g) of 1 cm 3  of material, which makes up the biochar particles, i.e., the particle material with pore volume removed. 
     In general, as bulk density increases the pore volume would be expected to decrease and with it, the ability to hold infiltrate, e.g., inoculant. Thus, with the infiltration processes, the treated biochars can have impregnation capacities that are larger than could be obtained without infiltration, e.g., the treated biochars can readily have 30%, 40%, 50%, or most preferably, 60%-100% of their total pore volume filled with an infiltrate, e.g., an inoculant. The impregnation capacity is the amount of a liquid that a biochar particle, or batch of particles, can absorb. The ability to make the pore morphology hydrophilic, and to infuse liquid deep into the pore structure through the application of positive or negative pressure and/or a surfactant, alone or in combination, provides the ability to obtain these high impregnation capabilities. The treated biochars can have impregnation capacities, i.e., the amount of infiltrate that a particle can hold on a volume held/total volume of a particle basis that is greater than 0.2 cm 3 /cm 3  to 0.8 cm 3 /cm 3 . 
     Resulting bulk densities of treated biochar can range from 0.1-0.6 g/cm 3  and sometimes preferably between 0.3-0.6 g/cm 3  and can have solid densities ranging from 0.2-1.2 g/cm 3 . 
     8. Remaining Water Content 
     Treated biochar of the present invention has also demonstrated the ability to retain more water than raw biochar after exposure to the environment for defined periods of time. For purposes of this application “remaining water content” can be defined as the total amount of water that remains held by the biochar after exposure to the environment for certain amount of time. Exposure to environment is exposure at ambient temperature and pressures. Under this definition, remaining water content can be may be measured by (i) creating a sample of biochar that has reached its maximum water holding capacity; (ii) determining the total water content by thermogravimetric analysis (H 2 O (TGA)), as described above on a sample removed from the output of step (i) above; (iii) exposing the biochar in the remaining sample to the environment for a period of 2 weeks (15 days, 360 hrs.); (iv) determining the remaining water content by thermogravimetric analysis (H 2 O (TGA)); and (v) normalizing the remaining (retained) water in mL to 1 kg or 1 L biochar. The percentage of water remaining after exposure for this two-week period can be calculated by the remaining water content of the biochar after the predetermine period over the water content of the biochar at the commencement of the two-week period. Using this test, treated biochar has shown to retain water at rates over 4× that of raw biochar. Testing has further demonstrated that the following amount of water can remain in treated biochar after two weeks of exposure to the environment: 100-650 mL/kg; 45-150 mL/L; 12-30 gal/ton; 3-10 gal/yd3 after 360 hours (15 days) of exposure to the environment. In this manner, and as illustrated in  FIG. 12 , biochar treated through vacuum impregnation can increase the amount of retained water in biochar about 3× compared to other methods even after seven weeks. In general, the more porous and the higher the surface area of a given material, the higher the water retention capacity. Further, it is theorized that by modifying the hydrophilicity/hydrophobicity of the pore surfaces, greater water holding capacity and controlled release may be obtained. Thus, viewed as a weight percent, e.g., the weight of retained water to weight of biochar, examples of the present biochars can retain more than 5% of their weight, more than 10% of their weight, and more than 15% of their weight, and more compared to an average soil which may retain 2% or less, or between 100-600 ml/kg by weight of biochar. 
     Tests have also shown that treated biochars that show weight loss of &gt;1% in the interval between 43-60° C. when analyzed by the Thermal Gravimetric Analysis (TGA) (as described below) demonstrate greater water holding and content capacities over raw biochars. Weight loss of &gt;5%-15% in the interval between 38-68° C. when analyzed by the Thermal Gravimetric Analysis (TGA) using sequences of time and temperature disclosed in the following paragraphs or others may also be realized. Weight percentage ranges may vary from between &gt;1%-15% in temperature ranges between 38-68° C., or subsets thereof, to distinguish between treated biochar and raw biochar. 
       FIG. 13  is a chart  1300  showing the weight loss of treated biochars  1302  verses raw biochar samples  1304  when heated at varying temperatures using the TGA testing described below. As illustrated, the treated biochars  1302  continue to exhibit weight loss when heated between 40-60° C. when analyzed by the Thermal Gravimetric Analysis (TGA) (described below), whereas the weight loss in raw biochar  1304  between the same temperature ranges levels off. Thus, testing demonstrates the presence of additional moisture content in treated biochars  1302  versus raw biochars  1304 . 
     In particular, the treated biochars  1302  exhibit substantial water loss when heated in inert gas such as nitrogen. More particularly, when heated for 25 minutes at each of the following temperatures 20, 30, 40, 50 and 60 degrees Celsius, ° C. the treated samples lose about 5-% to 15% in the interval 43-60° C. and upward of 20-30% in the interval between 38-68° C. The samples to determine the water content of the raw biochar were obtained by mixing a measured amount of biochar and water, stirring the biochar and water for 2 minutes, draining off the water, measuring moisture content and then subjecting the sample to TGA. The samples for the treated biochar were obtained by using the same measured amount of biochar as used in the raw biochar sample, and impregnating the biochar under vacuum. Similar results are expected with biochar treated with a treatment process consistent with those described in this disclosure with the same amount of water as used with the raw biochar. The moisture content is then measured and the sample is subjected to TGA described above. 
     The sequences of time and temperature conditions for evaluating the effect of biochars heating in inert atmosphere is defined in this application as the “Bontchev-Cheyne Test” (“BCT”). The BCT is run using samples obtained, as described above, and applying Thermal Gravimetric Analysis (TGA) carried out using a Hitachi STA 7200 analyzer under nitrogen flow at the rate of 110 mL/min. The biochar samples are heated for 25 minutes at each of the following temperatures: 20, 30, 40, 50 and 60° C. The sample weights are measured at the end of each dwell step, at the beginning and at the end of the experiment. The analyzer also continually measures and records weight over time. Biochars having enhanced water holding or retention capacities are those that exhibit weight loss of &gt;5% in the interval between 38-68° C., &gt;1% in the interval between 43-60° C. Biochars with greater water holding or retention capacities can exhibit &gt;5% weight loss in the interval between 43-60° C. measured using the above described BCT. 
     9. Electrical Conductivity 
     The electrical conductivity (EC) of a solid material-water mixture indicates the amount of salts present in the solid material. Salts are essential for plant growth. The EC measurement detects the amount of cations or anions in solution; the greater the amount of ions, the greater the EC. The ions generally associated with salinity are Ca 2+ , Mg 2+ , K + , Na + , H + , NO 3   − , SO 4   2− , Cl−, HCO 3   − , OH − . Electrical conductivity testing of biochar was done following the method outlined in the USDA&#39;s Soil Quality Test Kit Guide and using a conventional EC meter. The biochar sample is mixed with DI water in a 1:1 biochar to water ratio on a volume basis. After thorough mixing, the EC (dS/m) is measured while the biochar particles are still suspended in solution. Testing of treated biochar shows its EC is generally greater than 0.2 dS/m and sometimes greater than 0.5 dS/m. 
     10. Cation Exchange Capacity 
     One method for cation exchange capacity (“CEC”) determination is the use of ammonium acetate buffered at pH 7.0 (see Schollenberger, C. J. and Dreibelbis, E R. 1930,  Analytical methods in base - exchange investigations on soils,  Soil Science, 30, 161-173). The material is saturated with 1M ammonium acetate (NH 4 OAc), followed by the release of the NH 4   +  ions and its measurement in meq/100 g (milliequivalents of charge per 100 g of dry soil) or cmolc/kg (centimoles of charge per kilogram of dry soil). Instead of ammonium acetate another method uses barium chloride according to Mehlich, 1938,  Use of triethanolamine acetate - barium hydroxide buffer for the determination of some base exchange properties and lime requirement of soil,  Soil Sci. Soc. Am. Proc. 29:374-378. 0.1 M BaCl 2  is used to saturate the exchange sites followed by replacement with either MgSO 4  or MgCl 2 . 
     Indirect methods for CEC calculation involves the estimation of extracted Ca 2   + , Mg 2   + , K + , and Na +  in a standard soil test using Mehlich 3 and accounting for the exchangeable acidity (sum of H + , Al 3   + , Mn 2   + , and Fe 2   + ) if the pH is below 6.0 (see Mehlich, A. 1984,  Mehlich -3  soil test extractant: a modification of Mehlich -2  extractant,  Commun. Soil Sci. Plant Anal. 15(12): 1409-1416). When treated using the above methods, including but not limited by washing under a vacuum, treated biochars generally have a CEC greater than 5 millieq/I and some even have a CEC greater than 25 (millieq/I). 
     11. Anion Exchange Capacity 
     Similar to CEC measurements, anion exchange capacity (“AEC”) may be calculated directly or indirectly-saturated paste extraction of exchangeable anions, Cl − , NO 3   − , SO 4   2− , and PO 4   3−  to calculate anion sum or the use of potassium bromide to saturate anions sites at different pHs and repeated washings with calcium chloride and final measurement of bromide (see Rhoades, J. D. 1982,  Soluble salts,  p. 167-179. In: A. L. Page et al. (ed.) Methods of soil analysis: Part 2: Chemical and microbiological properties; and Michael Lawrinenkoa and David A. Laird, 2015,  Anion exchange capacity of biochar,  Green Chem., 2015, 17, 4628-4636). When treated using the above methods, including but not limited by washing under a vacuum, treated biochar generally have an AEC greater than 5 milliq/I and some even have an AEC greater than 20 (millieq/I). 
     12. Dioxins TEQ 
     As noted above, treatment can remove or neutralize heavy metals, transition metals, sodium and phytotoxic organics, polycyclic aromatic hydrocarbons, volatile organic compounds (VOCs), other phytotoxins, and even dioxins. Thus, by treating the biochar in accordance with the treatment processes set forth and described above, the resulting treated biochar has essentially all, and more preferably all, of their pore surfaces modified by the removal, neutralization and both, of one or more deleterious, harmful, potentially harmful material that is present in the starting biochar material. 
     Dioxins may also be removed through the treatment processes of the present invention. Dioxins are released from combustion processes and thus are often found in raw biochar. Dioxins include polychlorinated dibenzo-p-dioxins (PCDDs) (i.e., 75 congeners (10 are specifically toxic)); polychlorinated dibenzofurans (PCDFs) (i.e., 135 congeners (7 are specifically toxic)) and polychlorinated biphenyls (PCBs) (Considered dioxin-like compounds (DLCs)). 
     Since some dioxins may be carcinogenic even at low levels of exposure over extended periods of time, the FDA views dioxins as a contaminant and has no tolerances or administrative levels in place for dioxins in animal feed. Dioxins in animal feed can cause health problems in the animals themselves. Additionally the dioxins may accumulate in the fat of food-producing animals and thus consumption of animal derived foods (e.g., meat, eggs, milk) could be a major route of human exposure to dioxins. Thus, if biochar is used in animal applications, where the animals ingest the biochar, the ability to remove dioxins from the raw biochar prior to use is of particular significance. 
     For example, to remove dioxins from raw biochar, the biochar may, in accordance with one implementation of invention, be washed with water by pulling a vacuum on the biochar, ranging from approximately 5-30″ Hg for a period of less than 10 minutes. Results have proven to remove dioxins from raw biochar by applying the treatment process of the present invention. To demonstrate the removal of dioxins, samples of both raw biochar and treated biochar, derived from coconut and treated within the parameters set forth above, were sent out for testing. The results revealed that the dioxins in the raw biochar were removed through treatment as the dioxins detected in the raw biochar sample were not detected in the treated biochar sample. Below is a chart comparing the test results of measured dioxins in the raw verses the treated biochar. 
     
       
         
           
               
               
               
               
             
               
                   
                   
               
               
                   
                   
                 Amount Detected in  
                 Amount Detected in  
               
               
                   
                 Dioxins 
                 Raw Biochar Sample 
                 Treated Biochar Sample 
               
               
                   
                   
               
             
            
               
                   
               
            
           
           
               
               
               
               
               
            
               
                   
                 Tetradioxins 
                 26.4 
                 ng/Kg-dry 
                 Not detectable 
               
               
                   
                 Pentadioxins 
                 5.86 
                 ng/Kg-dry 
                 Not detectable 
               
               
                   
                 Hexadioxins 
                 8.41 
                 ng/Kg-dry 
                 Not detectable 
               
               
                   
                   
               
            
           
         
       
     
     A number of different dioxins exist, several of which are known to be toxic or undesirable for human consumption. Despite the test results above, it is possible that any number of dioxins could be present in raw biochar depending on the biomass or where the biomass is grown. It is shown, however, in the above testing, that the treatment process of the present invention can be used to eliminate dioxins present in raw biochar. 
     Seventeen tetra-octo dioxins and furan congeners are the basis for regulatory compliance. Other dioxins are much less toxic. Dioxins are generally regulated on toxic equivalents (TEQ) and are represented by the sum of values weighted by Toxic Equivalency Factor (TEF) TEQ=Σ[C i ]×TEF i    
     2,3,7,8-TCDD has a TEF of 1 (most toxic). TEQ is measured as ng/kg WHO-PCDD/F-TEQ//kg NDs are also evaluated. Two testing methods are generally used to determine TEQ values: EPA Method 8290 (for research and understanding at low levels (ppt-ppq); and EPA Method 1613B (for regulatory compliance). Both are based on high resolution gas chromatography (HRGC)/high resolution mass spectrometry (HRMS). 
     The required EU Feed Value is equal to or less than 0.75 ng/kg WHO-PCDD/F-TEQ//kg. Treated biochar, in accordance with the present invention, has shown to have TEQ dioxins less than 0.5 ng/kg WHO-PCDD/F-TEQ//kg, well below the requirement for EU Feed limits of 0.75 ng/kg WHO-PCDD/F-TEQ//kg. As further set forth above, treatment can reduce the amount of detectable dioxins from raw biochar such that the dioxins are not detectible in treated biochar. Two methods are used: EPA Method 8290 (for research and understanding at low levels (ppt-ppq); and EPA Method 1613B (for regulatory compliance). Both are based on high resolution gas chromatography (HRGC)/high resolution mass spectrometry (HRMS). 
     13. Hydrophilicity/Hydrophobicity 
     The ability to control the hydrophilicity of the pores provides the ability to load the biochar particles with larger volumes of inoculant. The more hydrophilic the more the biochars can accept inoculant or infiltrate. Test show that biochar treated in accordance with the above processes, using either vacuum or surfactant treatment processes increase the hydrophilicity of raw biochar. Two tests may be used to test the hydrophobicity/hydrophilicity of biochar: (i) the Molarity of Ethanol Drop (“MED”) Test; and (ii) the Infiltrometer Test. 
     The MED test was originally developed by Doerr in 1998 and later modified by other researchers for various materials. The MED test is a timed penetration test that is noted to work well with biochar soil mixtures. For 100% biochar, penetration time of different mixtures of ethanol/water are noted to work better. Ethanol/Water mixtures verses surface tension dynes were correlated to determine whether treated biochar has increased hydrophilicity over raw biochar. Seven mixtures of ethanol and deionized water were used with a sorption time of 3 seconds on the biochar. 
     Seven solutions of deionized (“DI”) water with the following respective percentages of ethanol: 3, 5, 11, 13, 18, 24 and 36, were made for testing. The test starts with a mixture having no DI. If the solution is soaked into the biochar in 3 seconds for the respective solution, it receives the corresponding Hydrophobicity Index value below. 
     
       
         
           
               
               
               
               
             
               
                   
                   
               
               
                   
                   
                 Hydrophobicity  
                   
               
               
                   
                 Ethanol % 
                 Index 
               
               
                   
                   
               
             
            
               
                   
                 0: DI Water 
                 0 
                 Very Hydrophilic 
               
               
                   
                 3% 
                 1 
                   
               
               
                   
                 5% 
                 2 
                   
               
               
                   
                 11% 
                 3 
                   
               
               
                   
                 13% 
                 4 
                   
               
               
                   
                 18% 
                 5 
                   
               
               
                   
                 24% 
                 6 
                   
               
               
                   
                 36% 
                 7 
                 Strongly hydrophobic 
               
               
                   
                   
               
            
           
         
       
     
     To start the test the biochar (“material/substrate”) is placed in convenient open container prepared for testing. Typically, materials to be tested are dried 110° C. overnight and cooled to room temperature. The test starts with a deionized water solution having no ethanol. Multiple drips of the solution are then laid onto the substrate surface from low height. If drops soak in less than 3 seconds, test records substrate as “0”. If drops take longer than 3 seconds or don&#39;t soak in, go to test solution 1. Then, using test solution 1, multiple drops from dropper are laid onto the surface from low height. If drops soak into the substrate in less than 3 seconds, test records material as “1”. If drops take longer than 3 seconds, or don&#39;t soak in, go to test solution 2. Then, using test solution 2, multiple drops from dropper laid onto the surface from low height. If drops soak into the substrate in less than 3 seconds, test records material as “2”. If drops take longer than 3 seconds, or don&#39;t soak in, go to test solution 3. Then, using test solution 3, multiple drops from dropper laid onto the surface from low height. If drops soak into the substrate in less than 3 seconds, test records material as “3”. If drops take longer than 3 seconds, or don&#39;t soak in, go to solution 4. 
     The process above is repeated, testing progressively higher numbered MED solutions until the tester finds the solution that soaks into the substrate in 3 seconds or less. The substrate is recorded as having that hydrophobicity index number that correlates to the solution number assigned to it (as set forth in the chart above). 
     Example test results using the MED test method is illustrated below. 
     
       
         
           
               
               
             
               
                   
               
               
                 Material 
                 Hydrophobicity Index 
               
               
                   
               
             
            
               
                 Raw Pine Biochars 
                 3 to 5 
               
               
                 Surfactant Treated Pine Biochar 
                 1 
               
               
                 Dried Raw Coconut Biochar 
                 3 
               
               
                 Dried Vacuum Treated Coconut Biochar 
                 3 
               
               
                 Dried Surfactant Treated Coconut Biochar 
                 1 
               
               
                   
               
            
           
         
       
     
     Another way to measure and confirm that treatment decreases hydrophobicity and increases hydrophilicity is by using a mini disk infiltrometer. For this test procedure, the bubble chamber of the infiltrometer is filled three quarters full with tap water for both water and ethanol sorptivity tests. Deionized or distilled water is not used. Once the upper chamber is full, the infiltrometer is inverted and the water reservoir on the reserve is filled with 80 mL. The infiltrometer is carefully set on the position of the end of the mariotte tube with respect to the porous disk to ensure a zero suction offset while the tube bubbles. If this dimension is changed accidentally, the end of the mariotte tube should be reset to 6 mm from the end of the plastic water reservoir tube. The bottom elastomer is then replaced, making sure the porous disk is firmly in place. If the infiltrometer is held vertically using a stand and clamp, no water should leak out. 
     The suction rate of 1 cm is set for all samples. If the surface of the sample is not smooth, a thin layer of fine biochar can be applied to the area directly underneath the infiltrometer stainless steel disk. This ensures good contact between the samples and the infiltrometer. Readings are then taken at 1 min intervals for both water and ethanol sorptivity test. To be accurate, 20 mL water or 95% ethanol needs to be infiltrated into the samples. Record time and water/ethanol volumes at the times are recorded. 
     The data is then processed to determine the results. The data is processed by the input of the volume levels and time to the corresponding volume column. The following equation is used to calculate the hydrophobicity index of R 
     
       
         
           
             I 
             = 
             
               at 
               + 
               
                 b 
                  
                 
                   t 
                 
               
             
           
         
       
       
         
           
             
               a 
                
               
                 : 
               
                
               
                   
               
                
               Infiltration 
                
               
                   
               
                
               Rate 
             
             , 
             
               cm 
                
               
                 / 
               
                
               s 
             
           
         
       
       
         
           
             
               b 
                
               
                 : 
               
                
               
                   
               
                
               Sorptivity 
             
             , 
             
               cm 
                
               
                 / 
               
                
               
                 s 
                 
                   1 
                    
                   
                     / 
                   
                    
                   2 
                 
               
             
           
         
       
       
         
           
             R 
             = 
             
               1.95 
               * 
               
                 
                   b 
                   ethanol 
                 
                 
                   b 
                   water 
                 
               
             
           
         
       
     
       FIG. 14  illustrates one example of the results of a hydrophobicity test performed on raw biochar, vacuum treated biochar and surfactant treated biochar. As illustrated, both the vacuum treated and surfactant treated biochar are more hydrophilic than the raw biochar based upon the lower Index rating. In accordance with the test data in  FIG. 14 , the hydrophobicity of raw biochar was reduced 23% by vacuum processing and 46% by surfactant addition. 
     As an example, raw biochar and treated biochar were tested with ethanol and water, five times for each. The results below on a coconut based biochar show that the hydrophobicity index of the treated biochar is lower than the raw biochar. Thus, tests demonstrate that treating the biochar, using the methods set forth above, make the biochar less hydrophobic and more hydrophilic. 
     
       
         
           
               
               
               
             
               
                   
                   
               
               
                   
                 Material 
                 Hydrophobicity Index 
               
               
                   
                   
               
             
            
               
                   
               
            
           
           
               
               
               
            
               
                   
                 Dried Raw Biochar 
                 12.9 
               
               
                   
                 Dried Vacuum Treated Biochar 
                 10.4 
               
               
                   
                 Dried Surfactant Treated Biochar 
                 7.0 
               
               
                   
                 As Is Raw Biochar 
                 5.8 
               
               
                   
                 As Is Vacuum Treated Biochar 
                 2.9 
               
               
                   
                   
               
            
           
         
       
     
     Further, through the treatment processes of the present invention, the biochar can also be infused with soil enhancing agents. By infusing liquid into the pore structure through the application of positive or negative pressure and/or a surfactant, alone or in combination, provides the ability to impregnate the macropores of the biochar with soil enhancing solutions and solids. The soil enhancing agent may include, but not be limited to, any of the following: water, water solutions of salts, inorganic and organic liquids of different polarities, liquid organic compounds or combinations of organic compounds and solvents, mineral and organic oils, slurries and suspensions, supercritical liquids, fertilizers, plant growth promoting rhizobacteria, free-living and nodule-forming nitrogen fixing bacteria, organic decomposers, nitrifying bacteria, phosphate solubilizing bacteria, biocontrol agents, bioremediation agents, saprotrophic fungi, ectomycorrhizae and endomycorrhizae, among others. 
     D. Impregnation and/or Inoculation with Infiltrates or Additives 
     In addition to mitigating or removing deleterious pore surface properties, by treating the pores of the biochar through a forced, assisted, accelerate or rapid infiltration process, such as those described above, the pore surface properties of the biochar can be enhanced. Such treatment processes may also permit subsequent processing, may modify the pore surface to provide predetermined properties to the biochar, and/or provide combinations and variations of these effects. For example, it may be desirable or otherwise advantageous to coat substantially all, or all of the biochar macropore and mesopore surfaces with a surface modifying agent or treatment to provide a predetermined feature to the biochar, e.g., surface charge and charge density, surface species and distribution, targeted nutrient addition, magnetic modifications, root growth facilitator, and water absorptivity and water retention properties. 
     By infusing liquids into the pores of biochar, it has been discovered that additives infused within the pores of the biochar provide a time release effect or steady flow of some beneficial substances to the root zones of the plants and also can improve and provide a more beneficial environment for microbes which may reside or take up residence within the pores of the biochar. In particular, additive infused biochars placed in the soil prior to or after planting can dramatically reduce the need for high frequency application of additives, minimize losses caused by leaching and runoff and/or reduce or eliminate the need for controlled release fertilizers. They can also be exceptionally beneficial in animal feed applications by providing an effective delivery mechanism for beneficial nutrients, pharmaceuticals, enzymes, microbes, or other substances. 
     For purposes of this application, “infusion” of a liquid or liquid solution into the pores of the biochar means the introduction of the liquid or liquid solution into the pores of the biochar by a means other than solely contacting the liquid or solution with the biochar, e.g., submersion. The infusion process, as described in this application in connection with the present invention, includes a mechanical, chemical or physical process that facilitates or assist with the penetration of liquid or solution into the pores of the biochar, which process may include, but not be limited to, positive and negative pressure changes, such as vacuum infusion, surfactant infusion, or infusion by movement of the liquid and/or biochar (e.g., centrifugal force, steam and/or ultrasonic waves) or other method that facilitates, assists, forces or accelerates the liquid or solution into the pores of the biochar. Prior to infusing the biochar, the biochar, as described in detail above, may be washed and/or moisture adjusted.  FIG. 15  is a flow diagram  1500  of one example of a method for infusing biochar with an additive. Optionally, the biochar may first be washed or treated at step  1502 , the wash may adjust the pH of the biochar, as described in more detail above, or may be used to remove elemental ash and other harmful organics that may be unsuitable for the desired infused fertilizer. Optionally, the moisture content of the biochar may then be adjusted by drying the biochar at step  1504 , also as described in further detail above, prior to infusion of the additive or inoculant at step  1506 . 
     In summary, the infusion process may be performed with or without any washing, prior pH adjustment or moisture content adjustment. Optionally, the infusion process may be performed with the wash and/or the moisture adjustment step. All the processes may be completed alone or in the conjunction with one or more of the others. 
     Through the above process of infusing the additive into the pores of the biochar, the pores of the biochar may be filled by 25%, up to 100%, with an additive solution, as compared to 1-20% when the biochar is only submerged in the solution or washed with the solution for a period of less than twelve hours. Higher percentages may be achieved by washing and/or drying the pores of the biochar prior to infusion. 
     Data have been gathered from research conducted comparing the results of soaking or immersion of biochar in liquid versus vacuum impregnation of liquid into biochar. These data support the conclusion that vacuum impregnation provides greater benefits than simple soaking and results in a higher percentage volume of moisture on the surface, interstitially and in the pores of the biochar. 
     In one experiment, equal quantities of pine biochar were mixed with equal quantities of water, the first in a beaker, the second in a vacuum flask. The mixture in the beaker was continuously stirred for up to 24 hours, then samples of the suspended solid were taken, drained and analyzed for moisture content. The mixture in the vacuum flask was connected to a vacuum pump and negative pressure of 15″ was applied. Samples of the treated solid were taken, drained and analyzed for moisture content.  FIG. 16  is a chart illustrating the results of the experiment. The lower graph  1602  of the chart, which shows the results of soaking over time, shows a wt. % of water of approximately 52%. The upper graph  1604  of the chart, which shows the results of vacuum impregnation over time, shows a wt. % of water of approximately 72%. 
       FIGS. 17 a  and 17 b    show two charts that further illustrate that the total water and/or any other liquid content in processed biochar can be significantly increased using vacuum impregnation instead of soaking.  FIG. 17 a    compares the mL of total water or other liquid by retained by 1 mL of treated pine biochar. The graph  1702  shows that approximately 0.17 mL of water or other liquid are retained through soaking, while the graph  1704  shows that approximately 0.42 mL of water or other liquid are retained as a result of vacuum impregnation.  FIG. 17 b    shows that the retained water of pine biochar subjected to soaking consists entirely of surface and interstitial water  1706 , while the retained water of pine biochar subjected to vacuum impregnation consists not only of surface and interstitial water  1708   a,  but also water impregnated in the pores of the biochar  1708   b.    
     In addition, as illustrated by  FIG. 18 , the amount of moisture content impregnated into the pores of vacuum processed biochars by varying the applied (negative) pressure during the treatment process. The graphs of four different biochars all show how the liquid content of the pours of each of them increase to 100% as vacuum reactor pressure is increased. 
     In another experiment, the percentage of water retained in the pores of pine derived biochar was measured to determine the difference in retained water in the pores of the biochar (i) soaked in water, and (ii) mixed with water subjected to a partial vacuum. For the soaking, 250 mL of raw biochar was mixed with 500 mL water in a beaker. Upon continuous stirring for 24 hrs., aliquots of the suspended solid were taken, drained on a paper towel and analyzed for moisture content. For the vacuum, 250 mL of raw biochar was mixed with 500 mL water in a vacuum flask. The flask was connected to a vacuum pump and negative pressure of 15″ has been applied, aliquots of the treated solid were taken, drained on a paper towel and analyzed for moisture content. 
     The total retained water amounts were measured for each sample. For the soaked biochar, the moisture content of biochar remains virtually constant for the entire duration of the experiment, 52 wt. % (i.e., 1 g of “soaked biochar” contains 0.52 g water and 0.48 g “dry biochar”). Taking into account the density of raw biochar, 0.16 g/cm 3  (or mL), the volume of the 0.48 g “dry biochar” is 3.00 mL (i.e., 3 mL dry biochar can “soak” and retain 0.52 mL water, or 1 mL dry biochar can retain 0.17 mL water (sorbed on the surface and into the pores)). 
     For vacuum, the moisture content of the biochar remains virtually constant for the entire duration of the experiment, 72 wt. % (i.e., 1 g of vacuum impregnated biochar contains 0.72 g water and 0.28 g “dry biochar”). Taking into account the density of raw biochar, 0.16 g/cm 3  (or mL), the volume of the 0.28 g “dry biochar” is 1.75 mL (i.e., 1.75 mL dry biochar under vacuum can “absorb” and retain 0.72 mL water, or 1 mL dry biochar can retain 0.41 mL water (sorbed on the surface and into the pores)). 
     It was next determined where the water was retained—in the pores or on the surface of the biochar. Capillary porosity (“CP”) (vol % inside the pores of the biochar), non-capillary porosity (“NCP”) (vol. % outside/between the particles), and the total porosity (CP+NCP)) were determined. Total porosity and non-capillary porosity were analytically determined for the dry biochar and then capillary porosity was calculated. 
     Since the dry biochar used in this experiment had a density less than water, the particles could be modeled and then tested to determine if soaking and/or treating the biochar could infuse enough water to make the density of the biochar greater than that of water. Thus, the dry biochar would float and, if enough water infused into the pores, the soaked or treated biochar would sink. Knowing the density of water and the density of the biochar, calculations were done to determine the percentage of pores that needed to be filled with water to make the biochar sink. In this specific experiment, these calculations determined that more than 24% of the pore volume would need to be filled with water for the biochar to sink. The two processed biochars, soaked and vacuum treated, were then immersed in water after  1  hour of said processing. The results of the experiment showed that the vast majority of the soaked biochar floated and remained floating after 3 weeks, while the vast majority of the vacuum treated biochar sank and remained at the bottom of the water column after 3 weeks. 
     Using the results of these experiments and model calculations, the biochar particles can be idealized to estimate how much more water is in the pores from the vacuum treatment versus soaking. Since the external surface of the materials are the same, it was assumed that the samples retain about the same amount of water on the surface. Then the most conservative assumption was made using the boundary condition for particles to be just neutral, i.e., water into pores equal 24%, the water distribution is estimated as follows: 
     
       
         
           
               
               
               
               
             
               
                   
               
               
                   
                   
                   
                 VACUUM  
               
               
                   
                 DRY 
                 SOAKED 
                 TREATED 
               
               
                   
                 BIOCHAR 
                 BIOCHAR 
                 BIOCHAR 
               
               
                   
               
             
            
               
                 Experimental result 
                 FLOATED 
                 FLOATED 
                 SANK 
               
               
                 Total water (determined  
                 0% 
                 52% 
                 72% 
               
               
                 in first part of experiment) 
                   
                   
                   
               
               
                 Water in the pores (assumed  
                 0% 
                 24% 
                 44% 
               
               
                 for floating biochar to be  
                   
                   
                   
               
               
                 boundary condition, calculated  
                   
                   
                   
               
               
                 for biochar that sank) 
                   
                   
                   
               
               
                 Water on the surface (calculated  
                 0% 
                 28% 
                 28% 
               
               
                 for floating biochar, assumed to  
                   
                   
                   
               
               
                 match floating biochar for the  
                   
                   
                   
               
               
                 biochar that sank) 
               
               
                   
               
            
           
         
       
     
     In summary, these experimental tests and model calculations show that through vacuum treatment more than 24% of the pores of the biochar can be filled with water and in fact at least 1.8 times the amount of water can be infused into the pores compared to soaking. Vacuum treatment can impregnate almost two times the amount of water into the pores for 1 minute, while soaking does not change the water amount into the pores for three weeks. 
     The pores may be substantially filled or completely filled with additives to provide enhanced performance features to the biochar, such as increased plant growth, nutrient delivery, water retention, nutrient retention, disadvantageous species control, e.g., weeds, disease causing bacteria, insects, volunteer crops, etc. By infusing liquid into the pore structure through the application of positive or negative pressure, surfactant and/or ultrasonic waves, alone or in combination, provides the ability to impregnate the mesopores and macropores of the biochar with additives, that include, but are not limited to, soil enhancing solutions and solids. 
     The additive may be a soil enhancing agent that includes, but is not be limited to, any of the following: water, water solutions of salts, inorganic and organic liquids of different polarities, liquid organic compounds or combinations of organic compounds and solvents, mineral and organic oils, slurries and suspensions, supercritical liquids, fertilizers, PGPB (including plant growth promoting rhizobacteria, free-living and nodule-forming nitrogen fixing bacteria, organic decomposers, nitrifying bacteria, and phosphate solubilizing bacteria), biocontrol agents, bioremediation agents, saprotrophic fungi, ectomycorrhizae and endomycorrhizae, among others. 
     Fertilizers that may be infused into the biochar include, but are not limited to, the following sources of nitrogen, phosphorous, and potassium: urea, ammonium nitrate, calcium nitrate, sulfur, ammonium sulfate, monoammonium phosphate, ammonium polyphosphate, potassium sulfate, or potassium chloride. 
     Similar beneficial results are expected from other additives, such as: bio pesticides; herbicides; insecticides; nematicides; plant hormones; plant pheromones; organic or inorganic fungicides; algicides; antifouling agents; antimicrobials; attractants; biocides, disinfectants and sanitizers; miticides; microbial pesticides; molluscicides; bacteriacides; fumigants; ovicides; repellents; rodenticides, defoliants, desiccants; insect growth regulators; plant growth regulators; beneficial microbes; and, microbial nutrients or secondary signal activators, that may also be added to the biochar in a similar manner as a fertilizer. Additionally, beneficial macro- and micro-nutrients such as, calcium, magnesium, sulfur, boron, zinc, iron, manganese, molybdenum, copper and chloride may also be infused into the biochar in the form of a water solution or other solvent solution. 
     Examples of compounds, in addition to fertilizer, that may be infused into the pores of the biochar include, but are not limited to: phytohormones, such as, abscisic acid (ABA), auxins, cytokinins, gibberellins, brassinosteroies, salicylic acid, jasmonates, planet peptide hormones, polyamines, karrikins, strigolactones; 2,1,3-Benzothiadiazole (BTH), an inducer of systemic acquired resistance that confers broad spectrum disease resistance (including soil borne pathogens); signaling agents similar to BTH in mechanism or structure that protects against a broad range or specific plant pathogens; EPSPS inhibitors; synthetic auxins; photosystem I inhibitors photosystem II inhibitors; and HPPD inhibitors. Growth media, broths, or other nutrition to support the growth of microbes or microbial life may also be infused such as Lauryl Tryptose broth, glucose, sucrose, fructose, or other sugars or micronutrients known to be beneficial to microbes. 
     In one example, a 1000 ppm NO 3   −  N fertilizer solution is infused into the pores of the biochar. As discussed above, the method to infuse biochar with the fertilizer solution may be accomplished generally by placing the biochar in a vacuum infiltration tank or other sealable rotating vessel, chamber or tank. When using vacuum infiltration, a vacuum may be applied to the biochar and then the solution may be introduced into the tank. Alternatively, the solution and biochar may both be introduced into the tank and, once introduced, a vacuum is applied. Based upon the determined total pore volume of the biochar or the incipient wetness, the amount of solution to introduce into the tank necessary to fill the pore of the biochar can be determined. When infused in this manner, significantly more nutrients can be held in a given quantity of biochar versus direct contact of the biochar with the nutrients alone. 
     When using a surfactant, the biochar and additive solution may be added to a tank along with 0.01-20% of surfactant, but more preferably 1-5% of surfactant by volume of fertilizer solution. The surfactant or detergent aids in the penetration of the wash solution into the pores of the biochar. The same or similar equipment used in the vacuum infiltration process can be used in the surfactant treatment process. Although it is not necessary to apply a vacuum in the surfactant treatment process, the vacuum infiltration tank or any other rotating vessel, chamber or tank can be used. Again, while it is not necessary to apply a vacuum, a vacuum may be applied or the pressure in the vessel may be changed. Further, the surfactant can be added with or without heat or cooling either of the infiltrate, the biochar, the vessel itself, or any combination of the three. 
     The utility of infusing the biochar with fertilizer is that the pores in biochar create a protective “medium” for carrying the nutrients to the soil that provides a more constant supply of available nutrients to the soil and plants and continues to act beneficially, potentially sorbing more nutrients or nutrients in solution even after introduction to the soil. By infusing the nutrients in the pores of the biochar, immediate oversaturation of the soil with the nutrients is prevented and a time released effect is provided. This effect is illustrated in connection with  FIGS. 18 and 19  below. As demonstrated in connection with  FIGS. 19 and 20  below, biochars having pores infused with additives, using the infusion methods described above, have been shown to increase nutrient retention, increase crop yields and provide a steadier flow of fertilizer to the root zones of the plants. 
       FIG. 19  is a chart showing improved mass yield in lettuce with fertilizer infused biochar using vacuum impregnation.  FIG. 19  compares the mass yield results of lettuce grown in different environments. One set of data measurements represents lettuce grown in soil over a certain set time period with certain, predetermined amounts of fertilizer infused into the biochar. A second set of data represents lettuce grown in soil over a certain set period of time with the same amount of unimpregnated biochar added at the beginning of the trial and certain predetermined amounts of NPK solution added to the soil over time. Growth comparisons were made between the same amount of fertilizer solution infused into the biochar as added directly to the soil, using the same watering schedule. As illustrated, the test results demonstrated a 15% yield increase in growth when infusing approximately 750 mg/pot of NPK into the biochar than when applying it directly to the soil. Similarly, the same mass yield of lettuce is achieved at 400 mg NPK/pot with infused biochar than at 750 mg/pot when adding the fertilizer solution directly to the soil. 
       FIG. 20  is a chart illustrating the concentration of nitrate (N) found in distilled water after washing differentially treated biochar. In the illustrated example, two biochar samples (500 ml each) mixed with 1000 ppm NO 3   −  N fertilizer solution were washed with distilled water. The resulting wash was then tested for the presence of nitrate (N), measured in ppm. In one sample, the biochar was submerged in and mixed with the nutrient solution. In the other example, the biochar was mixed or washed with a nutrient solution augmented with 1% surfactant by volume (i.e., 1 ml of surfactant per 100 ml of fertilizer solution) in a tumbler. In both examples, the biochar was not dried completely before infusion with the NO 3   −  N fertilizer solution, but used as received with a moisture content of approximately 10-15%. In both examples, the biochar was mixed with solution and/or surfactant (in the case of a second sample) with a bench scale tumbler, rotating the drum for four (4) minutes without vacuum. The results demonstrate that the biochar treated with the 1% surfactant increases the efficiency of infiltrating nitrate fertilizer into biochar and then demonstrates the release of the nutrient over time. To yield the above data, the test was repeated six times for each treatment sample, with 10 washes for each sample per repeat test. Adjusting the method of treatment (amount of vacuum, amount or residence time, addition of surfactant, additional substances infused, and optionally additional treatments after infusion) based on the substance being infused can modify and adjust the release characteristics of the material, either causing more rapid release, slower release, or a modification of the shape of the release curve over time. 
     Another example of additive infused biochar is a case when the beneficial inoculant contains microbes (fungi and/or PGPB) or microbial spores.  FIGS. 21   a,    21   b  and  21   c  show scanning electron microscopy (SEM) images of raw biochar compared to ones that have been processed by being infused under vacuum with bio-extract containing different microbial species. 
       FIG. 21 a    is a SEM (10 KV×3.00K 10.0 μm) of pore morphology of raw biochar.  FIG. 21 b    is a SEM (10 KV×3.00K 10.0 μm) of pore morphology of raw biochar of  FIG. 21 a    after it has been infused with microbial species.  FIG. 21 c    is a SEM (10 KV×3.00K 10.0 μm) of a pore morphology of another example of raw biochar of  FIG. 21 a    after it has been infused with microbial species. The images confirm the ability to incorporate different microbes into the pores of biochar by our treatment. In turn, these beneficial microbes interact with and enhance the performance of the plants&#39; root systems when the so processed biochar is mixed with the soil in the root zone. 
     Thus, treated biochar can have a microbial community in its pores (macro-, meso-, and combinations and variations of these), on its pore surfaces, embedded in it, located on its surface, and combinations and variations of these. The microbial community can have several different types, e.g., species, of biologics, such as different types of bacteria or fungi, or it may have only a single type. A primary purpose, among many purposes, in selecting the microbial population is looking toward a population that will initiate a healthy soil, e.g., one that is beneficial for, enhances or otherwise advance the desired growth of plants under particular environmental conditions. However, the microbes may also be targeted towards increasing animal health either directly or through interactions with other microbes in the animals digestive tract. 
     Typically the prior art teaches placing biochar on soils without ‘precharging’ with bacteria or combining the biochar with compost and using this mixture as a soil amendment. The nature of the microbial population in this compost mixture is poorly disclosed by the prior art. Thus, through impregnation of the biochar particles, one can achieve a predetermined and controllable amount of a microbial community, e.g., population, into the soil. This integration of a microbial community with a biochar particle, and biochar batches provides the ability to have controlled addition, use and release of the microbes in the community. This integration further enhances, promotes and facilitates the growth of roots, e.g., micro-roots, in the biochar pores, e.g., pore morphology, pore volume. 
     Other methods exist for integrating a microbial community with a previously infused biochar particle. Different manners and methods would be preferred depending on needs to minimize contamination, encourage biochar pore colonization/infiltration, minimize labor and cost and producing a uniform, or mostly uniform, product. 
     Methods for integrating a microbial community with a biochar particle may include, but are not be limited to the following: while under vacuum, pulling the microbial solution through a treated biochar bed that is resting on a membrane filter; spraying a microbial solution on top of a treated biochar bed; lyophilizing a microbial solution and then blending said freeze dried solution with the treated biochar; again infusing, as defined previously, the treated biochar with a microbial solution; adding treated biochar to a growth medium, inoculating with the microbe, and incubating to allow the microbe to grow in said biochar containing medium; infusing, as defined previously, the biochar with a food source and then introducing the substrate infused biochar to a microbe and incubating to allow the microbes to grow; blending commercially available strains in dry form with treated biochar; adding the treated biochar to a microbial solution and then centrifuging at a high speed, potentially with a density gradient in order to promote the biochar to spin down with the microbes; densely packing a column with treated biochar and then gravity flowing a microbial solution through the column and possibly repeating this multiple times; or adding the microbe to a solution based binder that is well known to enter the treated biochar pores and then adding said solution to the treated biochar. Growth media may also be infused into the pores and the intended microbes may be encouraged to grow into the pore space by the presence of nutrition or other favorable conditions. The microbes may be added before or after infusion with the growth media, or even suspended in the media itself. This technique may be used independently or in combination with the others above. In order to insure the proper microbial community the treated biochar may need to be sterilized prior to these methods for integrating a microbial community. All or parts of the above manners and methods may be combined to create greater efficacy. In addition, those skilled in the art will recognize that there may be additional manners or methods of infusing biochars with microbials, including those created by the combination of one or more of the manners and methods listed above, without departing from the scope of the present invention. 
     One manner in which the population of a microbial community can be determined is by PLFA (Phospholipid-derived fatty acids) analysis. Biological cell membranes are composed of a phospholipid bilayer with fatty acid side chains that are unique to certain families of organisms. PLFA analysis extracts the fatty acid side chains of phospholipid bilayers and measures the quantity of these biomarkers using GC-MS. An estimate of the microbial community population can thus be determined through PLFA analysis. The microbial activity may also be inferred through PLFA analysis by monitoring the transformation of specific fatty acids. Next generation sequencing of the conserved ribosomal RNA regions of the bacteria and fungi may allow for more direct and accurate measurements than PLFA. 
     Treated biochars can have a mixture of bacteria and fungi, or other microbes. For example, a preferred functional biochar, can have a preferred range for bacterial population of from about 50-5000000 micrograms/g biochar; and for fungi, from about 5 to 500000 micrograms/g biochar. 
     Compared to a biochar that has been bathed with a compost tea, which may have a relatively short, e.g., a few days for the life of the microbes, the impregnated populations of examples of the present treated biochars, are stable over substantially longer periods of time, e.g., at least an 8 week period and in some cases 1 year or more as measured by PLFA. Thus, the impregnation of the biochar with a microbial population provides for extended life of the microbes by at least 5×, 10×, or more over simple contact or immersion. In fact, some microbes may be better suited to surfactant infiltration versus vacuum infiltration and vice versa and this may impact the shelf life, penetration, viability, or other characteristics of the microbes. 
       FIG. 22  shows the total fungi/bacteria ratio for two biochars derived from different biochar starting materials, e.g., feedstocks. Each biochar was loaded with different levels of moisture, and the total fungi/bacteria ratio was monitored during the first week. Biochar A  2201  showed a constant total fungi/bacteria ratio of 0.08 across moisture levels ranging from 15% to 40%, while Biochar B  2202  showed a constant total fungi/bacteria ratio of 0.50 for moisture levels ranging from 30% to 40%. It is theorized that, a fungi/bacteria ratio between 0.05 and 0.60 is an effective prescription for a stable biochar composition. This composition allows a commercially viable product, which has sufficient shelf life that it can be delivered to storage houses waiting for the proper planting window. 
     As used herein, unless stated otherwise, the stable shelf life of an example of a biochar product having a microbial population is the period of time over which the product can be stored in a warehouse, e.g., dry environment, temperature between 40° F.-90° F., with a less than 50% decrease in microbial population. 
     It is theorized that the difference in the observed total fungi/total bacteria ratios of may also be explainable by the structures of the biochars. Biochar&#39;s having an open pore structure, e.g., more interconnected pores, promotes more bacteria formation; while closed pores, e.g., relatively non-connected nature of the pores, tends to promote fungi formation. Biochars with differing microbial communities may be beneficial for specific applications in commercial agriculture. Thus, custom or tailored loading of the microbial population may be a desired implementation of the present invention. 
     For example, as shown in  FIGS. 23   a,    23   b  and  23   c,  Biochar A  2301  shows that it has a greater population of, e.g., is inhabited by, more gram negative, gram positive and actinomycetes than Biochar B  2302 . Thus, for example, Biochar A would be more applicable for use with certain agricultural crops in which PGPB species in the actinomycetes, gram (−) pseudomonas, and bacillus groups are used for nutrient utilization and uptake. Many vegetable and short cycle row crops such as tomatoes, lettuce, and celery form mutualistic relationships with bacteria that lead to the formation of biofilms on root hairs that function not only in nutrient uptake but also in plant pathogen resistance. The presence of biofilms in Biochar A would consequently promote bacterial colonization of plant root hairs as they encounter the biochar in the soil. 
     It is further theorized that, in general, biochars with greater fungal development may be better suited for perennial crops such as grapes, almonds, blueberries, and strawberries in which symbiotic relationships with arbuscular mycorrhizal fungi (AMF) are favored over PGPRs. The presence of high concentrations of AMF spores in biochars can therefore rapidly promote fungal colonization of plant root hairs leading to extensive mycelial development. Increased plant root associations with mycelial filaments would consequently increase nutrient and water uptake. 
     In general, bacteria communicate via the distribution of signaling molecules which trigger a variety of behaviors like swarming (rapid surface colonization), nodulation (nitrogen fixation), and virulence. Biochars can bind signaling molecules and in particular it is believed can bind a major signaling molecule to their surface. This binding ability can be dependent upon many factors including on the pyrolysis temperature. This dependency on pyrolysis temperature and other factors can be overcome, mitigated, by the use of examples of the present vacuum infiltration techniques. For example, a signaling molecule that is involved in quorum sensing-multicellular-like cross-talk found in prokaryotes can be bound to the surface of biochars. Concentration of biochars required to bind the signaling molecule decreased as the surface area of biochars increased. These signaling molecules may be added to the surface of a biochar and may be used to manipulate the behavior of the bacteria. An example of such a use would be to bind the molecules which inhibit cell-to-cell communication and could be useful in hindering plant pathogens; using techniques in the present invention signaling molecules may be added to the surface of a biochar to engineer specific responses from various naturally occurring bacteria. 
     Further, a benefit of examples of biochars of the present inventions is the ability to provide an environment where bacteria communities can flourish. Bacterial communities can shift their morphology to increase nutritional access and decrease predation. One such modification is that the bacteria may attach to surfaces, such as those found in biochar, in a densely compacted community. In this compacted form they may form an extracellular polymeric substance (EPS) matrix called a biofilm. These communities can contain a few hundred different species which find shelter under the protective EPS coating from predatory protozoa, pathogens, contaminants, and other environmental stressors. Thus, examples of biochars produced in accordance with the vacuum infiltration methods may be used as carriers for established biofilms, or have substances added to promote the production of biofilms; and thus biochars with such films many used in agricultural settings. 
     The above are only a few examples of how additive infused biochar may be produced for different uses. Those skilled in the art will recognize that there may be other mechanisms for infusing fertilizer or other soil additives into the pores of the biochar without departing from the scope of the invention. Those skilled in the art will further recognize that the present invention can be used on any type of soil application, including, but not limited to, the following: crops, turf grasses, potted plants, flowering plants, annuals, perennials, evergreens and seedlings, as will be further described below. 
     For example, in another implementation, additive infused biochar may be produced for use for consumption by animals and/or humans. Biochar may be infused in the same manner as described above with nutrients (such as carbohydrates, minerals, proteins, lipids), vitamins, drugs and/or other supplements (such as enzymes or hormones, to name a few), or a combination of any of the foregoing, for consumption by either humans and/or animals. Coloring, flavor agents and/or coating may also be infused into the pores of the biochar or applied to the surface. The foregoing may be included to enhance the performance of the substance in the digestive tract or to ease or facilitate the ingestion of the biochar. 
     In certain application, the pores may be substantially filled or completely filled with additives to provide enhanced performance features to the biochar, such as improved rumen quality, nutrient delivery, drug delivery, water retention, nutrient retention, disadvantageous species control, e.g., disease causing bacteria. Infusing liquid deep into the pore structure through the application of positive or negative pressure, surfactant and/or ultrasonic waves, alone or in combination, provides the ability to impregnate the mesopores and macropores of the biochar with additives, that include, but are not limited to, animal health enhancing solutions and solids. 
     The additive may include, but not be limited to, water, water solutions of salts, inorganic and organic liquids of different polarities, liquid organic compounds or combinations of organic compounds and solvents, vitamins, supplements and/or medications, nutrients, minerals, oils, amino acids, fatty acids, supercritical liquids, growth promotants, proteins and enzymes, phytogenics, carbohydrates, antimicrobial additives and sensory additives (e.g., flavor enhancers salt or sweeteners or smell enhancers), among others, to provide nutrition, promote the overall health of the animal, and increase the animal&#39;s desire to ingest said biochar. Vitamins, supplements, minerals, nutritional and/or medications may be used to prevent, treat or cure animal illnesses and diseases and/or control the nutritional value of the animals overall diet. 
     For example, dietary supplementation with certain nutrients (e.g., arginine, glutamine, zinc, and conjugated linoleic acid) can regulate gene expression and key metabolic pathways to improve fertility, pregnancy outcome, immune function, neonatal survival and growth, feed efficiency, and meat quality. Such additives in the biochar can help provide the proper balance of protein, energy, vitamins and nutritionally important minerals in animal diets. Additionally, for poultry, the additive may include, for example, coccidiostats and/or histomonostats, which are both shown to control the health of the poultry. The present invention can be used to help correct deficiencies in basal diets (e.g., corn- and soybean meal-based diets for swine; milk replacers for calves and lambs; and available forage for ruminants). 
     The treated biochar can also have a microbial community infused in its pores (macro-, meso-, and combinations and variations of these), on its pore surfaces, embedded in it, located on its surface, and combinations and variations of these. The microbial community can have several different types, e.g., species, of biologics, such as different types of bacteria or fungi, or it may have only a single type. A primary purpose, among many purposes, in selecting the microbial population is looking toward a population that will promote animal health either directly or through interactions with other microbes in the animals digestive tract. These types of beneficial microbes are essential to a functional gastrointestinal tract and immune system in many types of animals, serving many functional roles, including degradation of ingesta, pathogen exclusion, production of short-chain fatty acids, compound detoxification, vitamin supplementation, and immunodevelopment. Beneficial bacteria include  Lactobacillus acidophilus  LA1 (which decreases adhesion of diarrheagenic  Escherichia coli  to Caco-2 cells by 85% and prevents invasion of the same cells by  E. coli  (95%),  Yersinia pseudo - tuberculosis  (64%) and  Salmonella enterica  serovar  Typhimurium ) and  Lactobacillus rhamnosus  GG to prevent  E. coli  O157:H7-induced lesions in Caco-2 cells. 
     Further, biochar may be impregnated with probiotic bacteria to treat diseases in farm-raised fish. Infectious diseases pose one of the most significant threats to successful aquaculture. The maintenance of large numbers of fish crowded together in a small area provides an environment conducive for the development and spread of infectious diseases. In this crowded, relatively unnatural environment, fish are stressed and more susceptible to disease. Moreover, the water environment, and limited water flow, facilitates the spread of pathogens within crowded populations. There is thus an urgent need in aquaculture to develop microbial control strategies, since disease outbreaks are recognized as important constraints to aquaculture production and trade and since the development of antibiotic resistance has become a matter of growing concern. One alternative disease control relies on the use of probiotic bacteria as microbial control agents. Another implementation of the invention therefore involves the impregnation of biochar for consumption by aquatic animals as a treatment or preventative for disease. 
     Additionally, biochar may be infused with bacteria which prove helpful in methane reduction. An example of this is to infuse the biochar with methanotrophic bacteria (bacteria which are able to metabolize methane as a source of carbon and energy). Bacteria which metabolize methane are useful in two regards—they can reduce the environmental methane emissions from the rumen and they (the bacteria) also serve as nutrition for the animal itself, leading to increased weight gain. Infusing biocarbon with microbes such as these can lead to methane reduction in cattle applications that exceeds the methane reduction of solely untreated biochar itself. 
     In yet another example, biochar may be infused with plant growth promoting bacteria (“PGPB”). PGPB includes, for example, plant growth promoting rhizobacteria, free-living and nodule-forming nitrogen fixing bacteria, organic decomposers, nitrifying bacteria, phosphate solubilizing bacteria, biocontrol agents, bioremediation agents, archea, actinomycetes, thermophilic bacteria, purple sulfur bacteria, cyanobacteria, and combinations and variations of these. Beneficial fungi include, for example, saprotrophic fungi, ectomycorrhizae, endomycorrhizae, ericoid mycorrhizae, and combinations and variations of these. 
     PGPB may promote plant growth either by direct stimulation such as iron chelation, phosphate solubilization, nitrogen fixation and phytohormone production or by indirect stimulation, such as suppression of plant pathogens and induction of resistance in host plants against pathogens. In addition, some beneficial bacteria produce enzymes (including chitinases, cellulases, -1,3 glucanases, proteases, and lipases) that can lyse a portion of the cell walls of many pathogenic fungi. PGPB that synthesize one or more of these enzymes have been found to have biocontrol activity against a range of pathogenic fungi including  Botrytis cinerea, Sclerotium rolfsii, Fusarium oxysporum, Phytophthora  spp.,  Rhizoctonia solani, Pythium ultimum.    
     Currently, one of the most economic conventional solid carriers used to deliver microbes is peat. A solid carrier allows for a relatively long shelf life and a more direct application to a plants root system compared to a microbial liquid solution, which would be sprayed directly. 
     Research has shown a substantial increase in PGPB growth and distribution resulting from being infused in biochar. For example, data resulting from research conducted to compare the effects upon CO 2  production (an indicator of bacterial growth) using peat and biochars show the beneficial effects of using various biochars in promoting PGPB growth. As illustrated in the left-hand chart in  FIG. 24 , peat results in CO 2  production of between approximately 10% and 30% (depending upon the grown medium), whereas biochars result in CO 2  production of approximately 48% and 80%. Replicated experimental results using different biochars confirm CO 2  production of approximately 30% to 70% (depending on the grown medium), as compared to approximately 10% to 20% for the control. 
     The method developed for determining this CO 2  production as an indicator of bacterial growth consists of the following. The substrate (e.g., biochar or peat) is sterilized by heating at 110° C. for 15 hours. A bacterial stock solution is then created. In this example, Tryptic Soy Broth was solidified with agar at 1.5% w/v in petri plates to isolate the gram negative non-pathogenic organism  Escherichia coli  ATCC 51813 (15 h growth at 37° C.). Then an isolated colony is captured with an inoculating loop and suspend in 10 ml sterile buffer (phosphate buffer saline or equivalent) to create the bacterial stock solution. Lactose containing assays are then used. In this example, test tubes that contain 13 ml of either Lauryl Tryptose Broth (LTB) or Brilliant Green Broth (BGB) that also contain a Durham tube were used. A negative control is generated by adding 10 μL of sterile buffer to triplicate sets of LTB and BGB tubes. A positive control is generated by adding 10 μL of bacterial stock solution to triplicate sets of LTB and BGB tubes. A negative substrate is generated by adding 1.25 ml (˜1% v/v) of sterile substrate to triplicate sets of LTB and BGB tubes. A positive substrate is generated by adding 1.25 ml (˜1% v/v) of sterile substrate and 10 μL of bacterial stock solution to triplicate sets of LTB and BGB tubes. The tubes of the four treatments are then incubated statically in a test tube rack at 37° C. for at least 15 h. The tubes are then carefully observed and any gas bubbles captured by the Durham tube within respective LTB or BGB tubes are closely measured with a ruler. Small bubbles &lt;0.2 mm should not be considered. A continuous bubble as shown in individual tubes in  FIG. 24  are what are observed and quantified.  FIG. 25  is an example of carbon dioxide production captured as a continuous gas bubble in BGB (left two tubes) and LTB (right two tubes) growth medium. The percent carbon dioxide production is then calculated by dividing the recorded bubble length by the total Durham tube length and multiplying by 100. 
     Further tests were conducted using the  Streptomyces lidicus  WYEC 108 bacterium found in one of the commercially available products sold under the Actinovate brand. Actinovate products are biofungicides that protect against many common foliar and soil-borne diseases found in outdoor crops, greenhouses and nurseries. The formulations are water-soluble. 
       FIG. 26  illustrates the effects upon the growth of  Streptomyces lidicus  using conventional peat versus biochars. In the test illustrated by the photograph on the left of  FIG. 26 , an Actinovate powder was blended with peat, placed in an inoculated media and incubated at 25° C. The photograph shows the distribution and density of white colonies after 3 days. In the test illustrated by the photograph on the right of  FIG. 25 , an Actinovate powder was blended with the biochar CoolTerra (VBC-03), placed in an inoculated media and incubated at 25° C. The photograph also shows the distribution and density of white colonies after 3 days, the distribution and density of which are significantly greater than those achieved with peat. 
       FIG. 27  further illustrates the improved growth of the Actinovate bacterium using biochar versus peat. The left photograph shows only limited and restricted growth away from the peat carrier. The right photograph shows abundant growth of the bacterium spread much farther out from the biochar carrier. 
     Mycorrhizal fungi, including but not limited to Endomycorrhizae and Ectomycorrhizae, are known to be an important component of soil life. The mutualistic association between the fungi and the plant can be particularly helpful in improving plant survivability in nutrient-poor soils, plant resistance to diseases, e.g., microbial soil-borne pathogens, and plant resistance to contaminated soils, e.g., soils with high metal concentrations. Since mycorrhizal root systems significantly increase the absorbing area of plant roots, introducing mycorrhizal fungi may also reduce water and fertilizer requirements for plants. 
     Typically mycorrhizae are introduced into soil as a liquid formulation or as a solid in powder or granular form and contain dormant mychorrhizal spores and/or colonized root fragments. Often the most economic and efficient method is to treat the seeds themselves, but dealing with traditional liquid and powder inoculums to coat the seed can be difficult. In accordance with the present invention, inoculated biochar may be used to coat the seeds by, for example, using a starch binder on the seeds and then subjecting the seeds to inoculated biochar fines or powder. Another method is by placing the mycorrhizae inoculum in the soil near the seeding or established plant but is more costly and has delayed response as the plants initial roots form without a mycorrhizal system. This is because the dormant mychorrhize are only activated when they come close enough to living roots which exude a signaling chemical. In addition if the phosphorus levels are high in the soil, e.g., greater than 70 ppm, the dormant mycorrhizae will not be activated until the phosphorus levels are reduced. Thus applying inoculant with or near fertilizers with readily available phosphorus can impede the desired mycorrhizal fungi growth. A third option is to dip plant roots into an inoculant solution prior to replanting, but this is costly as it is both labor and time intensive and only applicable for transplanting. 
     If the colonization of mycorrhizae can be quickened and the density of the mycorrhizae&#39;s hyphal network can be increased then the beneficial results of mycorrhizal root systems, e.g., increased growth, increased survivability, reduced water, and reduced fertilizer needs, can be realized sooner. Prior art shows that compost, compost teas, humates, and fish fertilizers can improve microbial activities and in more recent studies have shown physically combining arbuscular mycorrhizal fungi (AMF) inoculant with raw biochar has resulted in additional plant yield compared to each alone. See Hammer, et al.,  Biochar Increases Arbuscular Mycorrhizal Plant Growth Enhancement and Ameliorates Salinity Stress,  Applied Soil Ecology Vol 96, November 2015 (pg 114-121). 
     An ideal carrier for the mycorrhizae would have moisture, air, a neutral pH, a surface for the fungi to attach, and a space for the roots and fungi to meet. Thus a previously infused biochar created by the method disclosed above would be a better carrier than raw biochar alone. The infused biochar could be physically mixed with a solid mycorrhizal fungi inoculant or sprayed with a liquid mycorrhizal inoculant prior to or during application at seeding or to established plants. Additionally, the infused biochar and mycorrhizal fungi inoculant could be combined to form starter cubes, similar to Organo-Cubes, rockwool, oasis cubes, and peat pots. 
     The infused biochar could be further improved upon by initially or further infusing the biochar with micronutrients for mycorrhizal fungi, for example but not limited to humic acid, molasses, or sugar. The growth nutrient infused biochar would further expedite the colonization of the mycorrhizal fungi when physically combined with the inoculant and applied to seeds or plants. 
     Another improvement to the infused biochar would be to initially infusing or further infusing the biochar with the signaling molecules of mycorrhizal fungi. The signaling molecule infused biochar would further expedite the colonization of the mycorrhizal fungi when physically combined with the inoculant and applied to seeds or plants, as it would bring the mycorrhizae out of dormancy quicker and thus establish the mycorrhizal root system quicker. 
     Another method for establishing and improving mycorrhizal fungi colonies would be by growing mycorrhizae into the infused biochar and then applying the mycorrhizal fungi inoculated biochar to seeds or plants. Similar to a sand culture (Ojala and Jarrell 1980 jhbiotech.com/docs/Mycorrhizae-Article.pdf), a bed of infused biochar is treated with a recycled inoculated nutrient solution by passing it through the bed multiple times. 
     E. Biochars Encased in a Biodegradable Material 
     Biochar may be encased within in a biodegradable material so as to make it safer, easier, or less messy during handling and application by for example reducing or eliminating dust particles. The encased biochar can be used to control the spreading of the biochar so as to keep the application more uniform and precise for example concentrating it around the root zones of plants in order to achieve the highest impact on soils and plant cultivation. The encased biochar may be treated or untreated and agglomerated or not agglomerated. In some forms of implementation the biochar is dried and in others it may be wet or in a solution or slurry. In addition the biochar may be mixed with one or more materials either to help in the encasing process or to deliver biochar with additional beneficial substances, for example being inoculated with microbes or mixed with fertilizer. 
     As illustrated in  FIGS. 30A, 30B and 30C , in one implementation of the invention  3000 , a pre-determined amount of biochar, either treated or untreated, or a combination of both  3008 , is deposited within a sack of biodegradable material  3002  large enough to hold the biochar  3008 . The front  3004  and back  3006  of the lip of the sack are then brought together and closed. 
     In another implementation of the invention  3100 , as shown in  FIGS. 31A, 31B and 31C , a piece of biodegradable material  3102  is divided into two equal halves  3104 ,  3106  at a mid-line  33108 . A pre-determined amount of biochar  3122 , either treated or untreated, or a combination of both, is then deposited on the lower half  3106  of biodegradable material  3102 . The top half  3104  of the biodegradable material  3102  is then folded over the lower half  3106  of the biodegradable material  3102  so that upper edges  3110 ,  3112  and  3114  come to rest directly over lower edges  3116 ,  3118  and  3120 , respectively. All three sides  3110 / 3116 ,  3112 / 3118 ,  3114 / 31120  are then closed to form a packet or capsule of biochar. 
       FIGS. 32A, 32B and 32C  illustrate a third implementation of the invention  3200 . In this implementation, an elongated piece of biodegradable material  3202  is used, so that when finished, the method will result in a long tape that may be rolled up. In this implementation  3200 , the biodegradable material is divided lengthwise into two equal halves  3204 ,  3206  along a midline  3208 . A pre-determined amount of biochar  3222 , either treated or untreated, or a combination of both, is then deposited lengthwise along the lower half  3206  of biodegradable material  3202 . The top half  3204  of the biodegradable material  3202  is then folded over the lower half  3206  of the biodegradable material  3202  so that upper edges  3210 ,  3212  and  3214  come to rest directly over lower edges  3216 ,  3218  and  3220 , respectively. All three sides  3210 / 3216 ,  3212 / 3218 ,  3214 / 3220  are then closed to form a biochar tape that may then be rolled up for packaging and distribution and unrolled for application. 
     A fourth implementation of the invention  3300  is illustrated by  FIGS. 33A, 33B and 33C . In this implementation, an elongated piece of biodegradable material  3302  is also used, so that when finished, the method will also result in a long tape that may be rolled up. In this implementation  3300 , the biodegradable material is divided lengthwise into two equal halves  3304 ,  3306  along a midline  3308 . Pre-determined amounts of biochar  3322 , either treated or untreated, or a combination of both, are then deposited lengthwise along the lower half  3306  of biodegradable material  3302  in discrete amounts, each amount separated from its neighbors by a specified length (e.g., 8″). Each discrete pile of biochar contained along the length of the biodegradable material  3302  may be secured in place either by mixing it with a substance (e.g., a corn starch slurry) that will, when dry, hold the biochar in place. Alternatively, once the tape is closed as described in the next sentence, each discrete pile of biochar may be sealed off from adjacent piles by multiple cross seals  3324  perpendicular to the long edge of the tape, resulting in a connected series of packets or capsules. The top half  3304  of the biodegradable material  3302  is then folded over the lower half  3306  of the biodegradable material  3302  so that upper edges  3310 ,  3312  and  3314  come to rest directly over lower edges  3316 ,  3318  and  3320 , respectively. All three sides  3310 / 3316 ,  3312 / 3318 ,  3314 / 3320  are then closed to form a biochar tape that may then be rolled up for packaging and distribution and unrolled for application. 
     A fifth implementation of the invention  3400  is illustrated by  FIGS. 34A, 34B and 34C . In this implementation, a square or rectangular piece of biodegradable material  3402  is used, so that when finished, the method will result in a mat containing biochar. In this implementation  3400 , pre-determined amounts of biochar  3422 , either treated or untreated, or a combination of both, are deposited at certain coordinates across the lower half  3406  of biodegradable material  3402  in discrete amounts, each amount separated from its neighbors by a specified distance (e.g., 8″). Each discrete amount of biochar may be secured in place either by mixing it with a substance (e.g., a corn starch slurry) that will, when dry, hold the biochar in place. Alternatively, once the mat is closed as described in the next sentence, each discrete pile of biochar may be sealed off from adjacent piles by multiple cross seals  3424  perpendicular to each side of the mat, resulting in a connected series of packets or capsules. The top half  3404  of the biodegradable material  3402  is then folded over the lower half  3406  of the biodegradable material  3402  so that upper edges  3410 ,  3412  and  3414  come to rest directly over lower edges  3416 ,  3418  and  3420 , respectively. All three sides  3410 / 3416 ,  3412 / 3418 ,  3414 / 3420  are then closed to form a biochar mat. 
     In a sixth implementation of the invention, the biodegradable material (e.g., burlap) surrounding the root ball of a seedling or sapling may itself be immersed in a solution of biochar and liquid, or the wrapping material may be saturated with moisture, adhesive, a binder, or a combination of any of these, and then contacted with biochar or treated biochar, so that the wrapping material acts as a substrate or support to carry the biochar into the soil along with the plant. 
     In a seventh implementation of the invention a biodegradable film may be used to create a bead, capsule, or pod of biochar or biochar slurry. This film is preferably a hydrophobic material such as a polymer, paraffin, oil, or wax. In many cases it is preferred if this biodegradable material is plant based so it can be used in organic products. A surfactant or wetting agent may also be used in the process to create these biochar beads, capsules, or pods. 
     In one embodiment, biochar beads are made using alginate, a salt from alginic acid, which is an organic polymer, more specifically a natural polysaccharide, that is derived from seaweed and is used in other applications to create a flexible rubber-like solid. First an alginate solution, e.g., a 1-5 weight% solution of sodium alginate in water, is created ensuring complete mixing using moderate heat, such as 60-70° C., and agitation, typically for an hour. Small biochar particles, e.g., less than 1 mm or even less than 0.5 mm, are then incorporated into the alginate solution to create a homogenous slurry, e.g., 10-30% char based on weight. Then the char alginate slurry is pumped through a distributor to create consistent sized droplets, e.g., 1-3 mm in diameter, which are dropped into an agitated calcium solution, e.g., 0.1M solution of calcium nitrate, in a method that minimized entry velocity and limits potential splashing of the distributor, for example the distributor could be situated at 2-4 inches above the calcium solution. Due to chemical cross-linking polymerization reaction, the beds will fully solidify in the solution in about 10-15 minutes. Once fully solidified the beads are removed from the calcium nitrate solution and dried at conditions to avoid depolymerization of the alginate chains, typically less than 100° C., to achieve the final desired moisture content of the beads. These alginate char beads are thus an example of a biochar encapsulated into a bead form through a polymerization reaction. 
     In another embodiment, the biochar could be encapsulated directly using a polymer film, bag, or pouch to create a pod of char. A typical example of the polymer film used to encapsulate the char would be polyvinyl alcohol, as taught by WO2009056861, U.S. Pat. Nos. 4,692,494 and/or 5,078,301, all of which are incorporated into this application in their entirety. Polymers, such as polyvinyl alcohol, can also be used as a binder to create a char agglomerate production in methods such as those disclosed and taught in U.S. patent application Ser. No. 15/423,563 Biochar Aggregate Particles, which is incorporated into this application by reference. The benefit of using these water-soluble biodegradable polymers in agglomerates or encapsulating pods is that depending on the specific polymer and amount or thickness, they can be designed to degrade quickly or slowly and thus allowing for the biochar to be released quickly or slowly. The time-release of the biochar material can thus be adjusted as needed to fit to each application. 
     In an eighth implementation of the invention the biodegradable material may be formed into a shape, such as a pot or a disc. The material may include but is not limited to fiber-based or polymer-based material that can be molded. In this manner the biochar can be either encased in discrete packets within the molded form or dispersed evenly throughout. The biochar can be treated or untreated in any form. Particularly useful forms are aggregated biochar, small particle size biochar, and biochar slurry as they can have improved handling characteristics and blend better with the biodegradable material for improved molding and final form characteristics. 
     In one embodiment, the biodegradable material is fiber-based, which may include but is not limited to one or more of the following materials peat moss, coconut fiber, coco fiber, wood fiber, cardboard fiber, paper fiber, rice hulls, bamboo, or composted manure. The wet pulp can be mixed with biochar, treated or untreated, with typical rates of 25% by volume, but could be as high as 50% and as low as 0.1% by volume. The pulp can also be mixed with beneficial additives, such as fertilizers, lime, seeds, or microbes, or with binding chemicals, such as water-soluble binders, starch, clays, or polymers. The wet mixed pulp and biochar can then be molded into a desired form such as a seedling pot or starter discs or pellets to be used in a planting tray. The molded shape is then dried, either air-dried or with heat. The final molded shape can be used, as is, or covered with a biodegradable mesh net. Thus, the biochar is encased within the dried solid pulp form. 
     These forms are particularly useful for growing seedlings and then transplanting both the form and the plant together, reducing transplant shock. As the rest of the molded-form disintegrates, the biochar remains and is accessible to the plant strategically placed in the root zone of the plant This embodiment is particularly useful in the nursery industry. Biodegradable plant containers and starter discs or pellets have taken off in the industry as they are quickly replacing their plastic container predecessors. In addition to reduced transplant shock and reduced waste, since the plants are not removed from the pots at transplant, biodegradable plant containers or starter pellets also reduce root rot as air circulation is improved compared to their plastic counterparts. In addition, the various fibers can be from recycled sources and the final forms can be completely natural and organic. 
     By adding biochar into the biodegradable containers or discs, the biochar&#39;s benefits can be seen in both the plants&#39; early development prior to transplant, the plants&#39; continued growth following transplant, and the improved soil quality after the plant is transplanted for years to come, whether the plant remains or not. In addition, if the pots are not transplanted with the plant, then they remain compostable and the biochar can provide composting benefits, such as those disclosed and taught in U.S. patent application Ser. No. 15/429,104 Biochars for use in Composting, which is incorporated into this application by reference. In another embodiment, the biodegradable material is polymer based, which may include but is not limited to polyvinyl alcohol. Again the polymer based material can be mixed with biochar, treated or untreated, with typical rates of 25% by volume, but could be as high as 50% and as low as 0.1% by volume. The polymer biochar mix can also include beneficial additives, such as fertilizers, lime, seeds, or microbes, or additional binding chemicals, such as water-soluble binders, starch, clays, or polymers. The mixture can then be molded into a desired form such as a seedling pot or starter discs or pellets to be used in a planting tray. The molded shape is then set by air-drying or with heat. Examples of molding methods include, extrusion, injection molding, film molding, and blow molding. Depending on the biodegradable polymer and desired application, the biochar encased polymer form could be made to break-down quickly or slowly. As way of example, the final molded shape could be used as a liner for planting containers or a starting seedling container to be transplanted into soil or larger containers. Again, this allows for use of the biochar in a nursery or home garden setting, improving ease of us by eliminating multiple input purchases and blending requirements for the user and ensuring the biochar is in close proximity to plant root zone during development and growth. 
     In yet another embodiment, the two embodiments discussed could be combined. Either a biodegradable polymer biochar mixture could be used to coat a fiber-based biodegradable form or the fiber-biochar biodegradable form could be coated with a biodegradable polymer. 
     The amount of biochar used in a particular implementation of the invention, and the dimensions of the biodegradable material used to encase it in each instance, will depend upon the anticipated end use of the encased biochar. For example, for the implementations 3000-3400, smaller sacks, packets, capsules, mats and shorter tapes, each containing smaller amounts of biochar, may be best suited for applications involving either smaller plants (e.g., lettuce, tomatoes, flowers) and/or smaller applications (e.g., home gardens) and larger sacks, packets, capsules, mats and longer tapes will be better suited for applications involving larger plants, such as trees or large vines, and/or larger, commercial applications. 
     In each implementation where the encasing is achieved by folding the biodegradable material over the deposited biochar, the encasement may be achieved alternatively by using two pieces or sheets of biodegradable material of identical shape, one placed under and one over the biochar to be encased, and all four edges then closed. 
     In each implementation where encasing is achieved either by folding the biodegradable material over the deposited biochar or by using two pieces or sheets of biodegradable material, the biodegradable material may be of shapes other than square or rectangular, e.g., circular, elliptical, triangular, etc. 
     In each implementation where open edges of a particular embodiment need to be closed, such closing may be made in any manner will keep the encasement closed under the weight of the biochar and secure the biochar within the encasement so that it may be handled, distributed and applied without rupturing. This may be done, for example, by means of glues, sealants, heat, sewing with thread or stapling. In addition, any edge needing to be closed may also first be folded down against the encasement before applying the means of enclosure. 
     A method is also taught, the method consisting of the steps of: (a) biochar, either treated or untreated, or a combination of both; (b) depositing the biochar within or upon biodegradable material; (c) enveloping or wrapping the deposited biochar with the biodegradable material; and (d) closing all open edges of the biodegradable material. 
     Those skilled in the art will recognize that there are other methods that may be used to encase biochar in a biodegradable material without departing from the scope of the invention. The foregoing description of implementations has been presented for purposes of illustration and description. It is not exhaustive and does not limit the claimed inventions to the precise form disclosed. Modifications and variations are possible in light of the above description or may be acquired from practicing the invention. The claims and their equivalents define the scope of the invention.