text:
444 search results for The End Is Near
Universal's 'Walking Dead' attraction: Lots of blood, but hoping for more
Type: Article | Date: Thursday, Jun 30, 2016On July 4, Universal Studios opens their 'Walking Dead' attraction. It holds a lot of promise, but we were left wanting more.
Recap: 'The Following' - 'The End Is Near'
Type: Post | Date: Tuesday, Apr 23, 2013In its penultimate episode, 'The Follow' ups the body count
'Orphan Black' Closing Shop on Clone Club Next Season
Type: Post | Date: Thursday, Jun 16, 2016Let's dance this one out.
Ask Alan | Is the end of traditional TV near? & Must watch TV series this summer
Type: Video | Date: Wednesday, May 6, 2015HitFix's TV critic Alan Sepinwall answers two questions about the possible end of traditonial TV and the must watch TV series this summer.
The teaser trailer for 'True Blood''s final season is here
Type: Post | Date: Thursday, Apr 3, 2014The message is a grave reminder that the end is near
Don Peyote - Trailer #1
Type: Video | Date: Thursday, May 1, 2014DON PEYOTE tells the story Warren Allman, an unemployed stoner who finally finds a purpose in life after an unpleasant encounter with a homeless man preaching the end is near.
Don Peyote - DVD
Type: Event | Date: Tuesday, Jul 8, 2014An unemployed stoner finds a purpose in life after an unpleasant encounter with a homeless man preaching the end is near
It's a Disaster
Type: Event | Date: Friday, Apr 12, 2013Julia Stiles and David Cross star in this comedy written and directed by Todd Berger.
Voldemort, dragons and magic in ominous final 'Harry Potter and the Deathly Hallows, Pt. 2' images
Type: Gallery | Date: Friday, Jul 1, 2011Ten years, seven (well, eight) movies and billions of bucks all comes down to...
Type: Event | Date: Wednesday, Jul 16, 2014We hit the halfway point in the final season tonight.


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Brooks escaped numerous first half sacks to make plays with his feet. He crossed the line of scrimmage four times and gained 29 yards.
Shaun Phillips played "closer" on a sack in the second quarter after Matt Wilhelm set him up but allowed Brooks to slip away. It was the ninth sack of the season for Phillips to push him ahead of Shawne Merriman's 8.5 for the team lead. Phillips added a half sack to start the fourth quarter, sharing the sack with Ryon Bingham. Bingham now has 1.5 sacks on the season – more sacks than he had tackles over his first two seasons in the league, although he spent his rookie year on injured reserve.
We have lost a lot of good players and we have to keep things going and try to make up for those guys," Bingham said.
Phillips also tipped a pass at the line of scrimmage in the fourth quarter that led to a Quentin Jammer interception, his third of the season. Jammer returned the ball 35 yards, the longest return of his five-year career. He had just 54 return yards on his first eight career interceptions. Jammer had intercepted two passes over his previous two seasons.
"I think it was a big momentum shifter," said Jammer. "If we don't get that play they kick a field goal and maybe we don't score."
Marques Harris, stunting inside, sacked Brooks in the fourth quarter. It was his third sack of the year, extending his career-high.
Jacques Cesaire missed a sack in the first quarter after dancing with Brooks but was in on a sack in the fourth quarter, splitting one with Derreck Robinson. Cesaire has 2.5 sacks on the year and Robinson has 1.5 sacks.
Antonio Cromartie's 91-yard kickoff return was the longest return since Ronney Jenkins returned a kickoff 93 yards in 2001. It is, however, the longest non-touchdown return in Chargers history. Cromartie had 65 return yards on four returns entering the game.
Andrew Pinnock had his first carry of the year, gaining two yards in the third quarter. Pinnock had been inactive in the first ten games of the season. The running back had one carry last season and a career-high nine in 2004.
The Chargers did have their seemingly weekly effort in idiocy.
Vincent Jackson made a key fourth down reception in the fourth quarter but after the reception he spun the ball to the ground before being touched. Oakland recovered. It was ruled that he was not touched and an illegal forward pass on Jackson. A five yard penalty on Jackson – but a first down.
"He let his emotions get away from him," said Schottenheimer. "You have to say, 'what in the world was he thinking about.'
"He had a catch, was on the ground, and threw the ball to the ground and threw it forward – an illegal forward pass. We were still ahead of the line to gain and still got a first down."
Drayton Florence picked off a pass to seal the win but did not go down to the ground on his own. Without timeouts, Oakland could not stop the clock but Florence ran around and was tackled from behind by a Raider. Luckily, he held onto the ball.
"He said, 'coach I went to the ground,' Schottenheimer relayed. 'The hell you got on the ground. He dragged you to the ground.' He should have known better."
"You have to be a little smarter and take the knee," Florence readily admitted.

subset: commoncrawl


text:
|Publication number
|Publication type
|Application number
|Publication date
|Aug 6, 1991
|Filing date
|Jul 19, 1990
|Priority date
|Jul 19, 1990
|Fee status
|Publication number
|Lynn D. Sherman
|Original Assignee
|Ocean Toad Enterprises Inc.
|Export Citation
|BiBTeX, EndNote, RefMan
|Patent Citations (10), Referenced by (61), Classifications (17), Legal Events (4)
|External Links: USPTO, USPTO Assignment, Espacenet
Contaminated water is generated by a wide variety of diverse processes which generally include rain from stormy weather contacting raw wastes or by ground water flowing through contaminated soil at uncontrolled waste sites. Normally, the occurrence of such polluted water requires treatment to render the pollutants harmless or to remove the pollutants prior to release of the water back into the environment. Previously, this has been accomplished by transporting the contaminated water offsite to a commercial treatment facility or treating onsite using mobile treatment apparatus. Onsite treatment provides several important advantages when compared with offsite treatment. Onsite cleanup of contaminated water eliminates the significant cost of waste water transportation. Treatment onsite can be initiated by direct and timely treatment of the contaminated water or by a mobile treatment plant. Direct control over treatment and disposal of waste water by-products is maintained when processing is handled onsite. The subject invention relates to `in situ` treatment of contaminated soil environments which expedite treatment of contaminants without costly soil removal or contaminated water transport from the site.
Recent technical developments in treatment of contaminated soils and the associated aquifers have shifted the emphasis of remedial actions from one of treating water to source reduction. It has been found that few ground water remedial actions have been successful without removal or significant reduction in the source of the contamination. It has been found in a recent study completed by the U.S. General Accounting Office that standard treatment of contaminated ground water including pumping from the site does not permanently meet the regulatory standards for clean-up of contaminated soil. Whenever the original static ground water level returns to normal, the ground water, in most instances, is found to be contaminated. The primary reason for this occurrence is that the great majority of the spilled or released chemical remains in the soils attached to individual soil particles. When water passes through such soil a portion of the chemical separates into the water and then enters the aquifer. Only when this source is removed, will contamination of the aquifer be eliminated.
Mobile water treatment plants can be used on virtually any jobsite involving treatment of contaminated water. Such plants are capable of treating a wide variety of pollutants often found in water at uncontrolled waste sites. The mobile treatment plant may utilize a wide variety of chemical agents. Also air stripping columns capable of removing volatile compounds such as methylene chloride, gasoline, or benzene can be utilized in such systems. Such treatment plants can be employed on nearly any site where polluted waters present a significant problem. However, the contaminated water must be extracted from the soil such as by pumping and processed by the plant located above ground adjacent the jobsite.
Previously, watertight screens or panels have been employed in the ground to surround contaminated soil environments or waste dumps. One type of such apparatus has been disclosed in U.S. Pat. No. 4,664,560 issued May 12, 1987 which utilizes male and female interlocking plastic sections or profiles which are lengthy and sufficiently flexible to provide completely surrounding enclosures around waste sites to permit extraction of contaminated water. Such apparatus provides a subsurface watertight barrier surrounding the contaminated area and is installed into a clay or similar geologic barrier that exists under the contaminated area to prevent migration of ground water to isolate material on one side of the barrier from release to the surrounding environment. Thus, such apparatus provides a subsurface watertight barrier to prevent migration of ground water to isolate material on one side of the barrier from material on the other side. Such barriers are costly to install and require virtually complete enclosure of the source of contaminated water and its removal to above-ground locations for treatment.
The watertight barrier is designed as an `in situ` containment device which serves as a treatment vessel. This `in situ` tank can be designed to keep all contaminants and treatment agents within a confined space. The barrier can also be installed such that the water in the `in situ` tank can be raised and lowered to perform soil washing or reverse leaching. Water levels are adjusted by allowing the natural water gradient to pass under the barrier and travel up inside the soil tank until static conditions are established. The barrier is essentially designed for complete enclosure of the waste site for treatment of the contaminants contained therein.
Specialized bacteria have been used in the past to degrade organic contamination in activated sludge systems and in land treatment facilities. Ground water pump and treat schemes have repeatedly been recommended to remediate contaminated aquifers. This has been proven to be the most cost effective means of removing organic contaminants and as in all biological systems, the concentration over which treatment is effective is quite wide. As the concentration of the contaminant in the aquifer diminishes with removal and treatment, there is an increased amount of clean off-site water that enters the recovery wells and subsequently passes through the treatment system reducing treatment removal rates and increasing the cost per gallon for treatment of the water. Frequently at a particular point, there is a need to replace biological treatment with more expensive hand or chemical technologies which have necessitated the need for `in situ` treatment to be more effective.
In a related area, when constructing works such as road embankments, bridge approaches, dikes, or buildings on compressible soils, significant settlements may occur due to consolidation of the soils under the superimposed loads. To avoid serious and expensive problems due to such settlements, it is desirable to cause this consolidation to occur at the outset of the project and in the shortest possible time, preferably during the construction period. Consolidation of compressible soils involves removal of pore water from the soil. This is traditionally accomplished by applying a surcharge or preload to the construction area to essentially squeeze the water out. Unfortunately, compressible soils are also often low-permeability soils such as peats, silts, clays, and the like, and as such, the water is not easily squeezed out.
To facilitate the dewatering process, it is necessary to install vertical drains into the soil to provide a conduit for the water flow. Traditionally these drains have taken the form of sand columns which are holes drilled into the low-permeability soil and filled with higher-permeability sand. However, such drains are relatively expensive and inconvenient to place in required close spacing. Plastic tubular elements, so called wick drains, have been utilized as a replacement for sand drains. Wicks are relatively inexpensive, and provide higher water conductivity and can be easily installed in close spacing, thereby shortening the flow path of the water in the low-permeability soils and thus expediting the consolidation process.
The present invention relates to the method of `in situ` collection and treatment of floating, sinking and dissolved contaminants in a soil environment which involves installation of wick-like drains in at least a portion of the waste site on the down-gradient side of in-ground water flow. The method more particularly involves the installation of pre-fabricated drainage strips in the form of wick drains or porous pipe which are installed vertically or inclinedly into the normal water table of the contaminated waste site. The depth of the wick drains which include essentially porous and/or slotted channels are installed as deeply into the waste site as the normal in-ground water flow of the pollutants which affects its travel into the lower adjacent aquifer.
In accordance with this invention, some of the wick drains which include a plurality of porous or slotted pipes, or individual porous or slotted pipes, can be employed for the injection of treating chemicals or reagents into the contaminated soil for its treatment in place prior to its normal flow into the aquifer. Some of the drains may be employed for injection of bacteria or microbes, nutrients and/or air into the waste site to obtain underground treatment of the pollutants in place over relatively short or longer periods of time depending upon the extent, chemical nature and concentration of pollutants. The wick drains are preferably comprised of highly-flexible lengthy plastic extrusions, most desirably comprised of polypropylene or similar plastic materials, having maximum water flow capacity along channels formed longitudinally on both sides of the core. The drain has a woven filter-like jacket on its exterior which is comprised of a strong durable non-woven plastic geo-textile. The jacket serves as a filter to allow passage of ground water into the drain core, while preventing plugging of the filter from the adjacent soil or pluggage of the drain, the jacket serving as an outer skin to maintain cross-sectional shape and hydraulic capacity of the core channels. The method is employed to treat the contaminants in place in relatively deep reservoirs formed within the waste site or their removal to above-ground processing and elimination operations. The subject method permits anaerobic and aerobic treatment of the contaminants within in-ground reservoirs or sumps where the contaminants are collected and treated such as by bacterial growth by most efficient and economical forms of treatment at and within the waste site.
The subject method may be practiced without obstructing the free-flow of ground water or surface water into or out of the waste site area. Ring-type organic compounds or other organic contaminants which require anaerobic degradation for one or more stages of degradation can be converted into environmentally safe and non-toxic condition within the waste site. The method may also be employed to treat contaminated soil conditions beneath leaky tanks whether located above or below ground level for treating contaminants in the immediate area beneath such tank or tanks. The process is applicable to both short-term and long-term treatment of contaminated soil environments by low-cost and most efficient procedures.
Several preferred embodiments of the invention, illustrative of the best mode in which the applicant has contemplated applying its principles, are set forth in the following description and shown in the drawings and are particularly and distinctly pointed and set forth in the appended claims.
FIG. 1 is a schematic perspective view of a wick drain element for positioning within a waste site adapted to emitting or treating contaminated water.
FIG. 2 is a schematic perspective view similar to FIG. 1 showing a wick drain and associated tubular members in vertical relation.
FIG. 3 is a schematic perspective view of a porous pipe used alone or in conjunction with a wick drain.
FIG. 4 is a view similar to FIG. 3 of a slotted pipe or tubing used alone or in conjunction with a wick drain.
FIG. 5 is a view similar to FIG. 2 showing the initial introduction of reagents into the waste site through wick drain elements.
FIG. 6 is a view similar to FIG. 5 showing a later phase of treatment procedure.
Similar numerals refer to similar parts throughout the drawings.
The present invention relates to a method of `in situ` collection and treatment of floating, sinking and dissolved contaminants in a soil environment which involves the installation of wick-like drains down-stream of the waste site. A plurality of the drains is normally installed either vertically or inclinedly in the form of so-called wick drains extending into the normal water table of the contaminated waste site. The wick drains may be comprised of either porous or slotted pipes installed as deeply into the waste site as the normal in-ground water flow of pollutants which affects its travel into the lower adjacent aquifer.
As shown in FIG. 1, the wick drains 10 are comprised of pre-fabricated drainage strips, the core 11 having a highly flexible length such as a polypropylene extrusion having maximum water flow capacity along grooves 13 formed longitudinally on both sides of the core. The extrusion is formed having uniform dimensions and flow channels on both sides of the core 11, the extrusion being formed with strict quality control to provide a series of similar channels on both sides of the core. The core is surrounded by a porous jacket 14 of strong, durable non-woven textile such as polypropylene having a permeability of about 4.5�10-2 centimeters per second. The jacket serves as a filter to allow passage of ground water into the plurality of channels on opposite sides of the drain core while preventing piping of fines into the core from adjacent soils. The jacket also serves as an outer covering or skin to maintain the cross-sectional shape and hydraulic capacity of the core channels.
One preferred form of the wick drain material is shown in FIG. 1 and is formed in accordance with the following specifications:
______________________________________ITEM UNITS VALUE______________________________________Drain Body 100% PolypropyleneFilter Jacket 100% PolypropyleneWeight (inc. filter jacket) gm/m 93Width (inc. filter jacket) mm 100Thickness (inc. filter jacket) mm 3Water Discharge Capacity m3 /sec 1.2 � 10-5Water Permeability (k) m/sec 6.5 � 10-4Free Volume mm3 /mm 180Tensile Strength (Filter) kn 1.3______________________________________
Various sizes of the specified wick drain product may be installed within the waste site, the drains being free of defects, rips, holes or flaws. The drain is normally protected from any adverse conditions or dirt while stored above-ground prior to its installation underground.
As shown in FIG. 2, the wick drains 10 may also incorporate one or more tubular members 15 such as porous or slotted flexible plastic pipe between the core 11 and the outer jacket 14 as desired for treating various waste site conditions. One type of such porous pipe which is preferred for use with the wick drain core is the porous pipe product of Precision Porous Pipe, Inc. of Mckenzie, Tenn. Such pipe or tubing is extruded from pre-vulcanized shredded and ground old tire rubber and high-density polyethylene which is formed in accordance with U.S. patent application Ser. No. 07/346,637 filed May 3, 1989, entitled "Process for Making Uniform Porosity Flexible Irrigation Pipe" "now U.S. Pat. No. 4,958,770" issued Sept. 25, 1990. FIG. 3 shows one form of porous pipe 16 having uniform porosity and FIG. 4 shows one form of slotted pipe 17 also having uniform porosity.
Vertical or inclined drains 10, such as shown in FIG. 2, are preferably installed in the waste site in such manner to cause a minimum of disturbance of the sand or top blanket, or sub-soil, during the installation. The pre-fabricated drains are normally installed using a mandrel or sleeve which is capable of advancing the drain through compressible soils to the required depth using vibratory, constant-load or constant-rate of advancement methods. Use of falling-weight impact hammers is not permitted to avoid damage to the drains. Also, jetting is not normally permitted for installation. The protective mandrel serves to safe-guard the pre-fabricated drain material from tears, cuts and abrasions during installation and is withdrawn after installation of the drain. The drain is preferably provided with an anchor plate or rod at the bottom to anchor the drain at the required depth at the time of mandrel removal. The projected cross-sectional area of the mandrel and anchor combination is preferably not greater than about 24 square inches. One type of such installation apparatus is disclosed in U.S. Pat. No. 4,664,560 issued May 12, 1987.
The wick drains 10 may be used alone or in combination with the porous or slotted pipe 16 and 17 depending on the type of treatment to be applied to the particular area of the waste site. In addition, the porous or slotted pipes may also be used alone or in combination depending upon the treatment and particular soil conditions. The porous pipe 16 shown in FIG. 3 may be used singly or combinedly with the wick drain or drains 10 to cover the horizontal surface more completely with either uniform or staggered spacing. The slotted tubing or pipe 17 shown in FIG. 4 may be similarly used, for vertical or inclined installation. This type of tubing or pipe is used in geologic formations that require specific placement of bacteria, air and/or nutrients for desired sub-surface reactions. Where the pipes or tubes are employed in pairs as shown in FIG. 2, various reactants can be delivered into the soil by the individual passageways. Or alternately, one pipe can be employed for inflowing reactants and the other for withdrawal of reacted soil contaminants.
The particular installation of the vertical drains is carefully laid out in plans and treatment programs for the particular work site and normally the drains are not permitted to deviate from such plans by more than about 6 inches and are carefully protected against damage or improper installation. The plans and treatment programs outline the particular number of drains to be installed and their elevations with proper instrumentation for determining the drain depths at any time. Splices or connections to the vertical drain material may be accomplished with particular care to insure continuity of the wick material throughout its vertical depth. The drains are terminated at the surface so that at least short lengths of 1/2 to 1 foot lengths protrude above the working surface at each pre-fabricated drain location. Care must be exercised in installing a prescribed pattern of plurality of drains so that an adequate treatment area is provided on the down-stream side of in-ground water flow to permit gathering the contaminants in reservoirs, wells or sumps for their pumping to the surface or treatment in place below-ground.
As shown in FIG. 5, the wick drains 10 can be installed at a uniform spacing which will allow bacteria to enter all of the adjacent soil pores. The drains may also be used to deliver nutrients and oxygen to the soil matrix along with bacteria and microbes to effect biological growth within the waste site. By using this system it is possible to treat soils `in situ` without the additional cost of excavating soils and placing these soils above-ground for treatment. FIG. 6 shows how the reactants travel outwardly radially from the drains 10 by capillary action to react with the contaminants in place for their neutralization or conversion into non-toxic form. It appears that the prescribed treatment procedures would not require a Resource Conservation and Recovery Act permit and the method can be practiced in keeping with existing land disposal restriction regulations and interpretation of these regulations.
The wick drains may be installed at an extremely close spacing configuration and do not require sophisticated installation equipment. With minor modifications, existing track excavators can be used to install the wick drains. For example, two tubes as shown in FIG. 2 of the drawings can be perforated throughout the length of the product and can have variable perforations such that either diffused air or liquids added to the wick can be equally applied to the soil column. The tubes may also consist of uniform porosity flexible rubber pipe or tubing made from pre-vulcanized elastomer from old tire rubber and high-density polyethylene as disclosed in the referenced patent application. The tubes are preferably installed within the wick jacket for either ingress of chemical or biological reagents or egress of contaminated water and/or pollutants. A determination of which wick configuration best meets the needs of the site is based on the actual geologic features of a given waste site.
The wick drain sizes are varied or modified for different soil types and for different soil permeabilities. The goal of such wick application is to create a soil structure such that oxygen is allowed to enter all of the soil pores at a rate that is sufficient for aerobic bacterial growth and to allow the introduction and proliferation of bacterial species that preferentially out-compete the existing bacterial population.
The wick drains can be installed to any desired depth or angle and specialized bacteria or fungi can be applied to the soil using the drains. The wick provides a means of introducing nutrients, compressed air, oxygen, hydrogen-peroxide or other forms of oxidizers into the soil profile at the desired depth. The change of the soil profile from an anaerobic environment to an aerobic environment permits the bio-treatment of soils to any desired depth and does not require that any soil be removed for on-site above-ground treatment or off-site disposal. Thus, significant cost savings from reducing the material handing requirements are readily obtained. The wickdrains are also used to facilitate soil washing by using it to distribute properly selected chemicals designed to leach metal and other contaminants from the soil matrix. The leaching solution can be collected from the drain from recovery wells located at the desired level within the soil environment or be recovery wells located in the under-lying permeable formation minimizing the potential for off-site migration.
The subject wick drains and methods of their use are especially applicable to waste sites where `in situ` remediation of soil contaminated with organic constituents is required. The passage of revised environmental regulation has caused a serious increase need to remove or reduce virtually all sources of contamination.
Anionic, cationic, and non-ionic surfactants which are emulsion forming compounds that break the surface tension between non-polar organic compounds and polar water molecules may be used.
Chelating Agents--ethylene diamine tetraacetic (EDTA), cyclohexylene diamine tetraacetic (CDTA), and other similar agents are added to bind and free the movement of particular metals ions in a solution for later extraction and removal. EDTA works best with divalent (2 charges) ions such as copper and CDTA works best with trivalent (3 charges) ions such as aluminum, ferric iron, etc.
Steam and Hot Water--This will act to mobilize those chemicals that are not in liquid form at the ambient soil temperatures. This same procedure is now being used in the oil fields of Texas to increase production from oil fields which have reduced production.
Acid washing--dilute acid solutions of hydrochloric, phosphoric, nitric, acetic, and sulfuric acids to name a few can be used to mobilize metal movement in the soils for recovery, or can be used to break emulsions in-situ and allow collection of free floating product.
Ferrous sulfate is used to combine and make non-reactive free cyanide ions in solutions. Hydrogen peroxide, in the presence of a copper catalyst will oxidize phenol to carbon dioxide and water. Sodium hypochlorite in a basic solution will oxidize the cyanide ion to carbon dioxide and nitrogen gas.
Oxygen requirements in activated sludge require a minimum of 1.0 mg/liter dissolved oxygen with a recommended range of 2.0 mg/liter. Any excess oxygen does not necessarily speed the process.
The recommended nutrient conditions for bacterial growth are a carbon to nitrogen ratio of 10:1 in the cells and a metabolic ration of 16.7 carbon atoms metabolized to 1 nitrogen atom or 16.7:1 C:N ratio. The nitrogen:phosphorus ratio is in the 5:1 to 11:1 range and can be higher to exclude toxic effects of some metals such as lead.
Naturally-occurring soil bacteria may be enhanced to speed degradation of specially formulated bacterial mixes and can be used to attack specific problem chemicals in the soil. These specially-formulated bacteria may require continuous or frequent re-inoculation to keep an adequate number of organisms present in the soil to perform the necessary biodegradation.
Pseudomonas has been identified as effectively degrading phenols, benzene, toluene, ethyl benzene, fluorobenzene, chlorotoluene, naphthalene, and creosols. Norcadia has been identified as effectively degrading aliphatic acids, kerosene, jet fuel, paraffin wax, and detergents. Bacillus has been identified as effectively degrading hydrocarbons, oils and greases, pesticides, polymerized olefinic hydrocarbons, and latex.
The foregoing is a sampling of the literature on microbial degradation reactants and does not represent an exhaustive search or survey of all of the possible organisms or compounds that have demonstrated bio-degradation potential.
As depth increases, the oxygen content of the soil is severely reduced. Aerating the soil with wick drains will temporarily change this condition and allow aerobic treatment. If it is determined that anaerobic degradation is required, the soil aeration can be discontinued and as the available oxygen is utilized, anaerobic conditions will recur. To speed this process the soil can be saturated with water and a vacuum may be applied to degas the soils. Specially produced faculative anaerobic bacteria may be supplemented in the bacterial cultures applied to increase the available population of naturally-occurring faculative anaerobic organisms.
The majority of installations will use a bacterial culture prepared by supply houses for the chemicals of interest. The chemicals used will be fertilized (phosphorus, nitrogen (ammonia) and trace metals) to promote cell growth. And the last ingredient will be the application of oxygen through either a solution of hydrogen peroxide or compressed air, for example.
The regulations under the Superfund Accounting and Recovery Act required that all under-ground storage tanks be upgraded or removed based on a specific schedule. As such tanks have been removed, there has been a substantial increase in the total number of sites where extensive contamination of the under-lying soils has occurred. In many cases, the tank area has been excavated to a maximum depth possible by excavation equipment and in many cases building foundations or adjacent structural stability have required that excavation be halted to avoid endangering such structures.
For those leaking tanks or contaminated soils which have not affected ground water and which have physical constraints for further excavation (due to possible failure of building foundations), until the advent of this invention there have been no remedial solutions for `in situ` treatment of waste sites. The subject wick drain offers an `in situ` means for bio-remediating these situations. The ease of installation in even the tightest locations or under existing structures makes the subject wick drains and methods of use the most versatile of remedial technologies presently existing.
As stated supra, the basic method involves treating the contaminants in a soil environment by either injecting the chemical and/or bacterial reagents into the waste site to the optimum depths for bio-remediation or chemical remediation of the contaminants and either treating the contaminants in place under-ground or pumping the same from collection points or wells for above-ground treatment. Obviously, the `in situ` treatment is most expeditious and efficient depending upon the particular nature of the contaminants. Soil washing chemicals may be injected to effect soil washing and leaching action as well as introducing selected bacteria nutrients and air to effect biological growth for degradation of the contaminants and their conversion into non-toxic environmentally-safe condition.
The method may also employ a plurality of porous pipes or tubes arranged in series or parallel to inject or pump water saturated with gas and containing gas bubbles such as oxygen, carbon dioxide, and other suitable gases selected for their remedial properties. By passing such gases down the tubing and discharging it continuously or intermittently, such as through porous pipes having uniform porosity, the solubility and gas transfer process is enhanced due to the increased pressure in depth. Such action results in increased gas transfer into solutions and biological systems.
Similarly, as the saturated and super-saturated solutions reach the surface and ambient atmospheric pressure is existent, the gas comes out of solution and will act to strip volatile constituents from the water into gas bubbles. The fine bubbles formed as the pressurized solution moves toward atmospheric pressure acts as dissolved air floatation units by separating non-soluble materials such as petroleum distillates, synthetic oils and greases, naturally-occurring oils and greases and floating such materials upwardly in the form of emulsions or separated layers moved upwardly from the bottom of the installation.
Accordingly, the improved process for `in situ` treating of contaminated soil environments is simplified and provides an effective, safe, inexpensive and efficient procedure to render contaminated water emitting from waste sites and rubbish dumps to be effectively treated in an expedient manner to achieve all of the enumerated objectives, provides for eliminating difficulties encountered with prior procedures, and solves problems and obtains new results in the art.
In the foregoing description, certain terms have been used for brevity, clearness and understanding; but no unnecessary limitations are to be implied therefrom beyond the requirement of the prior art, because such terms are used for descriptive purposes and are intended to be broadly construed.
Moreover, the description and illustration of the invention in its various embodiments are by way of example, and the scope of the invention is not limited to the exact details shown or described.
Having now described the features, discoveries and principles of the invention, the manner in which the improved soil treatment process is used and the advantageous new and useful results obtained are set forth in the appended claims.
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|E. I. Du Pont De Nemours And Company
|Electric field method and apparatus for decontaminating soil
|Nov 18, 1997
|Sep 14, 1999
|Atlantic Richfield Company
|Process to decontaminate soil
|Feb 24, 1999
|Feb 22, 2000
|Mcgill University
|Method and apparatus for remediation of contaminated soil
|Mar 31, 1998
|Jul 18, 2000
|Raswill Representative Pte. Ltd.
|Vertical drain
|Apr 10, 2000
|Feb 13, 2001
|Septitech, Inc.
|Waste water treatment process and system with filtering media
|Feb 19, 1999
|May 8, 2001
|E. I. Du Pont De Nemours And Company
|Electric field method and apparatus for decontaminating soil
|Apr 20, 1999
|Nov 6, 2001
|R. Robert Goughnour
|Method and apparatus for enhancement of prefabricated composite vertical drains
|Oct 29, 1999
|Jul 9, 2002
|Battelle Memorial Institute
|Methods and apparatuses for reagent delivery, reactive barrier formation, and pest control
|May 16, 2001
|Oct 1, 2002
|Shell Oil Company
|Method and apparatus for biodegradation of alkyl ethers and tertiary butyl alcohol
|Jul 2, 2001
|Dec 24, 2002
|Dorothy A. Smith
|Reduction of soil contamination
|Jun 25, 2001
|Apr 27, 2004
|Battelle Memorial Institute
|In situ formation of reactive barriers for pollution control
|Jul 31, 2002
|Aug 10, 2004
|Shell Oil Company
|Method and apparatus for biodegradation of oxygenates
|Apr 3, 2003
|Feb 8, 2005
|Bechtel Bwxt Idaho, Llc
|Advanced containment system
|Feb 4, 2003
|Jun 28, 2005
|Battelle Energy Alliance, Llc
|In situ retreival of contaminants or other substances using a barrier system and leaching solutions and components, processes and methods relating thereto
|May 20, 2004
|Jun 6, 2006
|Battelle Energy Alliance, Llc
|Apparatus for indication of at least one subsurface barrier characteristic
|Nov 14, 2005
|Oct 17, 2006
|Battelle Energy Alliance, Llc
|Subsurface materials management and containment system
|Feb 18, 2004
|Dec 19, 2006
|Newcastle University Ventures Limited
|Electro kinetic geosynthetic structure
|Mar 23, 2005
|Dec 26, 2006
|Battelle Energy Alliance, Llc
|Method of in situ retrieval of contaminants or other substances using a barrier system and leaching solutions
|Nov 4, 2004
|Jan 9, 2007
|Battelle Energy Alliance, Llc
|Subterranean barriers including at least one weld
|Nov 14, 2005
|Feb 6, 2007
|Battelle Energy Alliance, Llc
|Method of sealing casings of subsurface materials management system
|Apr 3, 2006
|Jun 26, 2007
|Battelle Energy Alliance, Llc
|Methods for indication of at least one subsurface barrier characteristic and methods of use
|Nov 14, 2005
|Oct 9, 2007
|Battelle Energy Alliance, Llc
|Method of installing subsurface barrier
|Dec 1, 2006
|Apr 7, 2009
|Battelle Energy Alliance, Llc
|Subterranean barriers, methods, and apparatuses for forming, inspecting, selectively heating, and repairing same
|Dec 7, 2010
|Oklahoma Environmental, Inc.
|Method for remediation of contaminated subsurface area
|Apr 9, 2010
|Oct 22, 2013
|Andrew Niemczyk
|Method for injecting surface water into the ground
|Jul 31, 2002
|Dec 12, 2002
|Byers Dallas Lea
|Method and apparatus for biodegradation of oxygenates
|Feb 4, 2003
|Aug 14, 2003
|Nickelson Reva A.
|In situ retreival of contaminants or other substances using a barrier system and leaching solutions and components, processes and methods relating thereto
|Apr 3, 2003
|Oct 23, 2003
|Kostelnik Kevin M.
|Advanced containment system
|Feb 18, 2004
|Aug 19, 2004
|Newcastle University Ventures Limited
|Electro kinetic geosynthetic structure
|Feb 10, 2004
|Nov 4, 2004
|Ohio State University
|System and method for draining soil profiles
|May 20, 2004
|Nov 4, 2004
|Richardson John G.
|Apparatus for indication of at least one subsurface barrier characteristic and methods of use
|Nov 4, 2004
|Mar 24, 2005
|Bechtel Bwxt Idaho, Llc
|Barriers including at least one weld, barriers including at least one adhesive joint, methods and apparatuses for forming, inspecting, selectively heating, and repairing same
|Mar 23, 2005
|Sep 22, 2005
|Nickelson Reva A
|Method of in situ retrieval of contaminants or other substances using a barrier system and leaching solutions
|Nov 14, 2005
|May 4, 2006
|Nickelson Reva A
|Subsurface materials management and containment system
|Nov 14, 2005
|May 11, 2006
|Nickelson Reva A
|Method of installing subsurface barrier
|Apr 3, 2006
|Aug 17, 2006
|Richardson John G
|Methods for indication of at least one subsurface barrier characteristic and methods of use
|Nov 14, 2005
|Oct 26, 2006
|Nickelson Reva A
|Method of sealing casings of subsurface materials management system
|Dec 1, 2006
|Sep 13, 2007
|Battelle Energy Alliance, Llc
|Subterranean barriers, methods, and apparatuses for forming, inspsecting, selectively heating, and repairing same
|Jul 26, 2005
|Dec 4, 2008
|Jean-Pierre Hamelin
|Soil Consolidating Method and Composition Therefor
|Nov 10, 2008
|May 13, 2010
|Green Knight Technologies, Llc
|Soil treatments with greenhouse gas
|Aug 12, 2010
|Daekyoo Hwang
|Concurrent disposal and consolidation of dredged sediment using horizontal drains and vacuum loading
|Apr 9, 2010
|Oct 14, 2010
|Andrew Niemczyk
|Method For Injecting Surface Water Into The Ground
|Feb 4, 2013
|Feb 13, 2014
|Thermocyclomics, Llc
|Bioremediation of persistent organic pollutants using thermophilic bacteria
|Jan 5, 2015
|Apr 30, 2015
|Daekyoo Hwang
|In-Situ Capping with No Loss of Water Depth
|Apr 9, 2010
|May 16, 2012
|Method for injecting surface water into the ground
|Apr 15, 1996
|Feb 4, 1998
|Jong Chun Kim
|Drain forming equipment for reinforcing soft ground, and method and structure for arranging drains
|Apr 8, 1997
|Jan 20, 1999
|Geotechnics America, Inc.
|Apparatus and method for liquefaction remediation of liquefiable soils
|Mar 17, 2003
|Oct 2, 2003
|Alan Brian Cash
|On-site contaminated soil treatment and method
|Mar 17, 2003
|Sep 23, 2004
|Alan Brian Cash
|On-site contaminated soil treatment and method
|Oct 19, 2009
|Jun 3, 2010
|Sandro Salvador Sandroni
|Disposition introduced in a circular vertical drain or in regular polygonal vertical drain
|U.S. Classification
|405/128.15, 405/263, 405/50, 405/129.85
|International Classification
|Cooperative Classification
|European Classification
|Jul 19, 1990
Owner name: OCEAN TOAD ENTERPRISES INC., A CORP OF OHIO, OH
Free format text: ASSIGNMENT OF ASSIGNORS INTEREST.;ASSIGNOR:SHERMAN, LYNN D.;REEL/FRAME:005374/0704
Effective date: 19900711
|Aug 17, 1994
|Fee payment
Year of fee payment: 4
|Sep 24, 1998
|Fee payment
Year of fee payment: 8
|Sep 24, 2002
|Fee payment
Year of fee payment: 12


text:
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Hugh G Goldsmith & Associates IncAdditional Locations
Phone: (425) 462-1080 Fax: (425) 462-7719 1215 114th Ave SE, Bellevue, WA 98004 http://www.goldsmithengineering.com
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Washington Secretary of State
801 Capitol Way S, Olympia WA 98504
Phone Number: (360) 725-0377
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Business ManagementMr. Keith Goldsmith, President Mr. Brian R Goldsmith, Executive Vice President/COO Ms. Nancy Goldsmith, Treasurer Ms. Jill M Routt, Vice President - Entitlements
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Copyright (C) 2016 NovoRoi Systems, LLC. - All rights reserved.


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Contractors in My Area:
84 Lumber
A Pro Renovation & Rstrtn
(410) 544-0449
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Air Home Svc
Joel Scyeth Patio & Deck Cleaning & Restoration
All Around Handyman Services
(410) 315-7744
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American Painting & Mntnc Co
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Amos Jim Contracting Inc
(410) 647-8458
Bathroom & Kitchen Contractors
Annapolis Marble Corp
Marble-Cultured Sale
Antioch Builders
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Arnold Tree Service
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Atlas Marble & Tile Inc
(301) 261-2146
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B & L Electric Co Inc
Diana Listmann Electricians Near Me
Bateman Ent
Wayne Bateman Home Improvement Remodeling
Bay Floor Service
(410) 544-6165
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Fred Conater Floor Laying Refinishing & Resurfacing
Beall Richard L AIA
(410) 544-2010
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(410) 544-8501
Contractors Near Me
Blue Bay Construction LTD
Richard Doughty Contractors Near Me
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Case Handyman Service
(410) 349-4130
Handy Person Services - B2B Contractors
Case Handyman Svc
Martin Kennebeck Home Improvement Remodeling
Childs Robert W
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Childs Robert W Landscape Contractors Inc
(410) 974-0528
Contractors Near Me
Clarke Contracting
Masonry Contractors
Curry Carpentry
Glenn Q Curry Carpenters
D K Miller Plumbing
Plumbers Near Me
Doyle & Sons Painting
House Painters Near Me
Freeze Electrical Services
(410) 757-8434
Gothic Enterprises- Inc.
(410) 353-2678
Contractors Near Me
H E Sprenkle Inc
Contractors Near Me
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Ted Naydan Contractors Near Me
Homesite Inspections
(410) 757-7511
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J P Plumbing
Jim Phaneuf Plumbers Near Me
J T Enterprises
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James W Morgan Dry Wall
James W Morgan Dry Wall Contractors
Hardware Stores Nearby:
84 Lumber
1690 Baltimore Annapolis
Category: Home Improvement Stores
Landscaping Services and Garden Centers Nearby:
84 Lumber
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Category: Lumber
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327 Rosslare Drive
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Atlas Marble & Tile Inc
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596 Quaker Ridge Ct
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Childs Robert W
491 College Parkway
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Childs Robert W Landscape Contractors Inc
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Category: Landscape Services
Providence Center Inc - Operations- Earthtones Administration
370 Shore Acres Road
Category: Retail Nurseries
Movers and Moving Services Nearby:
P T Morgan Packaging CO
525 Broadwater Rd
(410) 544-7733
Category: Moving & Storage Equipment & Supplies Retail
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HTC ThunderBolt
Mark Peters : February 28th 2011 - 23:37 CET
HTC ThunderBolt 4G Smartphone from Verizon Wireless :
HTC Mobile introduces a new 4G Smartphone together with Verizon Wireless operator, further solidifying HTC position as the market leader in 4G Smartphones. Taking advantage of Verizon 4G LTE network and the intuitiveness of the HTC Sense user experience, HTC ThunderBolt Smartphone is one of the first Smartphones to integrate Skype mobile with video calling. Rather than relying on a standalone app, a Skype mobile with video call can be made as easily as a standard voice call - with features like presence icons that indicate the availability status of friends built into the contacts list.
HTC ThunderBolt
HTC ThunderBolt Smartphone features great speed and operation power with the newest generation of the 1GHz Snapdragon processor. HTC ThunderBolt customers will also enjoy the premium HTC Sense user experience, running on the Google Android 2.2 platform. Creating and viewing multimedia content is made possible with a large 4.3" WVGA color display, Dolby surround sound, 8 megapixel digital camera and HD video recording. The ThunderBolt Smartphone also has a front-facing camera that enables simple video calling.
HTC ThunderBolt 4G Smartphone
"HTC Mobile is proud to not only be bringing one of the first 4G LTE Android Smartphones to the Verizon Wireless network, but to offer Smartphone users the unprecedented speed and ease of use that the HTC ThunderBolt provides to them," said Jason Mackenzie, president of HTC Americas. "What makes 4G so compelling is not just technology, but what the technology allows people to do. With the HTC ThunderBolt Smartphone in combination with Verizon Wireless 4G network, 4G is brought to life as people stay connected with friends, family and content faster than ever before possible."
HTC Thunderbolt features
• 4.3" WVGA color display
• Mobile Hotspot capability
• Google Android 2.2 platform
• 32GB microSD memory card included
• HTC Sense 2 including Fast Boot
• Built-in kickstand for easy media viewing
• DLNA streaming multimedia support
• Dolby and SRS surround sound
• Fully integrated Skype mobile video
• 4G Download speeds of 5 to 12 Mbps
• 4G Upload speeds of 2 to 5 Mbps
• HD video recording 720p
HTC ThunderBolt 4G
"Our 4G LTE network and the HTC Sense user experience combine to enable our customers to connect with friends, family and information on a whole new level," said Marni Walden, Vice President at Verizon Wireless. "HTC ThunderBolt Smartphone users will feel the difference of 4G speeds when accessing content via the Internet, Android applications or other Verizon Wireless applications."
HTC ThunderBolt 4G review & price info
As soon as we receive a HTC ThunderBolt test sample, we will publish a photo gallery with high resolution pictures, followed by an extensive HTC ThunderBolt review. The HTC ThunderBolt Smartphone will have a suggested retail price of $299 on a 2 year contract with Verizon Wireless.
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Focus on the Family Daily Broadcast
Focus on the Family is a half-hour daily dose of encouragement and advice for the family with Jim Daly and John Fuller. Focus on the Family began airing in 1977. It is now carried daily on 2,000 radio outlets in the United States and has become one of today's most recognized Christian radio programs.
Jim Daly
Jim Daly is an author and broadcaster, president of Focus on the Family and host of the Daily Broadcast, heard by more than 5.5 million listeners a week and honored as 2012 Program of the Year by the National Religious Broadcasters.
Under his leadership, the ministry has reinvigorated its traditional focus on helping couples build strong marriages and raise healthy, resilient kids. Daly and his wife, Jean, have two sons and also serve as foster parents. They live in Colorado Springs, Colorado.
John Fuller
John Fuller is vice president of the Audio division and co-host of the daily "Focus on the Family" radio program. He speaks and writes about family, faith, media and business. John and his wife, Dena, reside in Colorado Springs, Colo., and have six children.
Latest Episode
Aired 09/23/2016
When God Gives You a Second Chance (Part 2 of 2) With Guest Ken DavisListen Now
Past Episodes
Recent Episodes
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{{episode.Title}}With Guests Topic: Topics: {{ topic.Title }},
- Your Donation Helps to Strengthen Families
Air Date: 09/22/2016
When God Gives You a Second Chance (Part 1 of 2)With Guest Ken Davis Topic: Faith
Air Date: 09/21/2016
Embracing the Various Seasons of Marriage (Part 2 of 2)With Guest Gary Chapman Topic: Marriage
Air Date: 09/20/2016
Embracing the Various Seasons of Marriage (Part 1 of 2)With Guest Gary Chapman Topic: Marriage
Air Date: 09/19/2016
Empowering Your Children to be Bold in Their FaithWith Guests Jaimie and Lexie Peterson and Ken and Chase Windebank Topic: Spiritual Growth for Kids
Air Date: 09/16/2016
Finding the Balance Between Youth Sports and Family (Part 2 of 2)With Guests Margot Starbuck and David King Topic: Parenting
- Your Donation Helps to Strengthen Families
Air Date: 09/15/2016
Finding the Balance Between Youth Sports and Family (Part 1 of 2)With Guests Margot Starbuck and David King Topic: Parenting
Air Date: 09/14/2016
Homemade Meals for Busy FamiliesWith Guest Mary Beth Lagerborg Topic: Parenting
Air Date: 09/13/2016
Voting as a Kingdom CitizenWith Guest Tony Evans Topic: Social Issues
Air Date: 09/12/2016
Learning to Live AgainWith Guest Tammy Trent Topic: Life Challenges
Air Date: 09/09/2016
Hope From the Ashes of 9/11With Guest panel Topic: Life Challenges
Upcoming Episodes
To Air 09/27/2016
Your New Roles With an Empty Nest (Guest Michele Howe )
Author Michele Howe discusses the transition parents have to make to establish a new identity and parenting role when their children leave home.
Impacting the Culture by Walking With Jesus (Part 1 of 2) (Guest Lisa Harper )
To Air 09/28/2016
Impacting the Culture by Walking With Jesus (Part 2 of 2) (Guest Lisa Harper )
To Air 09/29/2016
Adding Some Spice to Your Marriage (Guest Ted Cunningham )
To Air 09/30/2016
Practical Advice for Parenting Strong-Willed Children (Part 1 of 2) (Guest Cynthia Tobias )
To Air 10/03/2016


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2012 Bethpage Marching Band
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Bethpage participates in the 50th Annual Newsday Marching Band Festival at Hofstra University. MSG Varsity. (Oct. 25, 2012)
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Smithtown West at Sachem North boys volleyball Sarra's Week 3 picks: Baldwin vs. Freeport Sarra's Week 3 picks: North Babylon vs. West Islip Sarra's Week 3 picks: Wantagh vs. Roosevelt Sarra's Week 3 picks: Wyandanch vs. East Hampton Week 2 game to watch: Chaminade vs St. Anthony's Week 2 game to watch: Ward Melville vs. Longwood Week 2 game to watch: Baldwin vs Hempstead Week 2 game to watch: Newfield vs West Islip Week 2 game to watch: Sayville vs. Kings Park Sachem North runners explain Sunken Meadow course Mikey Brannigan wins gold in Paralympics


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"A devilish concept of political ideologues and dogmatists... or a sincere effort to improve the lot of ordinary people when they are sick?" The question was asked, and answered, at a seminar on the British National Health Service arranged by the American College of Hospital Administrators. The nine lectures have now been published in paperback. The British experiment has many lessons for America.
In the first of two lectures, Prof. T.E. Chester, an expert in hospital administration and management, describes the circumstances which led to the establishment of the National Health Service (NHS) in 1948. It was a natural sequel to the emergency medical services operating in Britain during the war. In the second he describes the organizational structure of the service, and comments on the recurrent criticisms the system has incurred.
In other lectures, the detailed workings of individual hospitals, local authorities, and the Ministry of Health are discussed
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Text list of 740K emails needs editing.
This project was awarded to datagrabbers for $8 USD / hour.Get free quotes for a project like this
Awarded to:
Skills Required
Project Budget$2 - $8 USD / hour
Total Bids9
Project Description
Hi, I have a list of 740k emails that needs to be edited. Below is an example of what the list looks like.
1:hello#[url removed, login to view]:hello
2:hello2#[url removed, login to view]:helloboy
3:bye#[url removed, login to view]:goodbye
4:so1moremail#[url removed, login to view]:yes123
740000:lastone#[url removed, login to view]:woohoo
What I need done is to have the initial number and colon (1:) deleted from each line. So for the above example, after you're done editing, this is how it should look:
hello#[url removed, login to view]:hello
hello2#[url removed, login to view]:helloboy
bye#[url removed, login to view]:goodbye
so1moremail#[url removed, login to view]:yes123
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(# = @)
I have a strict budget of $10-$15 for this. Thank you!
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A former employee of the Sonoma Developmental Center has been tapped to head California's largest full-time care facility for the severely disabled, at a time when the institution is struggling to reinvent itself in the wake of patient abuse scandals.
The Department of Developmental Services announced Wednesday that Karen Faria, who worked at the Sonoma Developmental Center from 1985 to 2005, will become the embattled facility's latest executive director starting April 1.
The appointment comes in the wake of a California Watch series that uncovered serious allegations of patient abuse at the Sonoma Developmental Center. The reported abuses included cases of rape and molestation as well as allegations that a state worker used a Taser to inflict burns on a dozen patients.
The California Watch investigation exposed these cases and focused on failures of an internal police force to get to the bottom of the abuses. One-third of the 36 alleged rapes occurred at the Sonoma board-and-care center – one of five such facilities in California that house about 1,600 patients with severe disabilities.


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An application to install equipment at the Strathalbyn water tower to improve digital television coverage in the area has been released for public consultation.
Read the e-Edition
Our view
A test of the DPAIt took the Adelaide Hills Council and its planning team more than a decade to get the Townships and Urban Areas Development Plan Amendment (DPA) to its final hurdle – Ministerial endorsement. At its heart this DPA aims to bring some consistency to the clunky planning regime inherited from four separate council areas brought together Read More »
In a Snap
The Courier Sport


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Watch renowned researchers Drs. Ian Lipkin and Mady Hornig take the Chilli ME Challenge, LIVE from New York by webcast this coming Wednesday, 1st July at 1 p.m. EST.
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Mild, Moderate or Severe M.E.?
Discussion in 'General ME/CFS Discussion' started by JoanDublin, Jul 18, 2014.
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