Systems, devices, apparatus, and methods of locking and unlocking a door that is slidable by articulating wheels in tracks, over an entry port to a storm water structure. Locking the door can be accomplished by rotating bolts that are attached to cams. Rotating the bolts causes the cams to press the door against the tracks. Sealing strips can be compressed between door edges and the track to prevent water from passing around the door. A vacuum truck can remove water and debris from the vault/structure. Other versions allow doors to move downward to allow water to overflow the door. The door can slide upward so water can flow underneath. A door in door version has a secondary door slide up and down in tracks in a main door.

This application is a Divisional patent application of Ser. No. 13/846,145 filed Mar. 18, 2013, now allowed which is a Divisional patent application of Ser. No. 12/823,727 filed Jun. 25, 2010, now U.S. Pat. No. 8,425,150, which is a Continuation-In-Part of U.S. patent application Ser. No. 12/533,806 filed Jul. 31, 2009, now U.S. Pat. No. 8,393,827. The entire disclosure of each of the applications listed in this paragraph are incorporated herein by specific reference thereto. 
    
    
     FIELD OF THE INVENTION 
     This invention relates to water damper controls for storm water treatment systems, manmade ponds and pools, natural lakes, ponds, actuaries and other water ways, and in particular to devices, apparatus, systems and methods of using a damper panel system to isolate a water treatment control structure from unwanted water inflow where a slidable door on wheels can be sealed in place with rotatable cams pushing one side of the door against portions of the tracks, so that operators can unlock the sealed door and pull out the door by hand when needed, where the door can slide upward to different height positions, and slide downward to different height position. 
     BACKGROUND AND PRIOR ART 
     There are federal clean water requirements that require water bodies such as lakes and rivers must meet strict minimal water quality specifications. To achieve these requirements, stormwater drainage pipes often require treatment before conveying stormwater into receiving water bodies. As a result, a wide variety of technologies have been developed to treat stormwater and improve the water quality. A common variety of stormwater treatment systems are hydrodynamic separators such as baffle type boxes and vortex systems. However, over time stormwater treatment systems often will fill with collected debris and will require service to remove the collected debris. 
     The servicing of a stormwater treatment structure typically requires the use of a vacuum truck that will suck out the collected solids and water within the structure. After the vacuum truck removes the debris and water from the stormwater structure, the vacuum truck transfers those contents to a processing facility for proper disposal. However, servicing stormwater structures is often complicated by unwanted water flow running into the stormwater structures during the service procedure. This unwanted water flow typically originates from high water levels in lakes and rivers adjacent to the treatment structure, or from an upstream base flow. 
     While the vacuum truck is removing water and debris from the treatment structure, water sometimes continues to flow in. Often the amount of water flowing into the treatment structure during servicing exceeds the rate at which the vacuum truck can remove the water. Having water enter the stormwater structure during servicing procedure reduces the effectiveness and efficiency of the service procedure and results with having the vacuum truck to dispose of additional water. 
     There have been attempts over the years to try to use various damper or gate type systems, such as the aluminum slide and weir gates manufactured by Northcoast Valve & Gate Inc., and slide gates manufactured by Halliday Products Inc. The common problem with damper or gate systems used in the prior art is that they are either difficult to install and use, or they leak badly. Additionally, these gates are too heavy and cumbersome for a single person to unlock and lift, and instead usually require two or more persons to operate which adds extra expenses and time. 
     Thus, the need exists for solutions to the above problems with the prior art. 
     SUMMARY OF THE INVENTION 
     A primary objective of the present invention is to provide devices, apparatus, systems and methods of using a damper system to isolate waterways, such as storm water treatment systems, manmade ponds and pools, natural lakes, ponds, actuaries and other water ways from unwanted water inflow so that gates can be easily opened when needed. 
     A secondary objective of the present invention is to provide devices, apparatus, systems and methods of using a damper system in a storm water treatment systems, manmade ponds and pools, natural lakes, ponds, actuaries and other water ways, that will reduce service treatment time and increase the effectiveness of services which will improve the removal efficiency of treatment systems and reduce servicing costs. 
     A third objective of the present invention is to provide devices, apparatus, systems and methods of using a damper system in a storm water treatment systems, manmade ponds and pools, natural lakes, ponds, actuaries and other water ways, that is easy to install and use, and will not leak. 
     A fourth objective of the present invention is to provide devices, apparatus, systems and methods of using a damper system in a storm water treatment systems, manmade ponds and pools, natural lakes, ponds, actuaries and other water ways, that can be used by a single person to lock and unlock. 
     A fifth objective of the present invention is to provide devices, apparatus, systems and methods of using a damper system in a storm water treatment systems, manmade ponds and pools, natural lakes, ponds, actuaries and other water ways, using wheels that dramatically reduce friction to allow the door to be lifted and removed by a single person. 
     The novel damper system can include a track that attaches to the inside wall of a separator that is used in storm water treatment systems, manmade ponds and pools, natural lakes, ponds, actuaries and other water ways, with a damper panel that rotatably slides in place. 
     The external housing of the stormwater vault or treatment structure is commonly made of concrete, fiberglass, or plastic. The damper system track can be installed so that it makes a kind of frame around the inflow and/or outflow pipes and is attached to the inside surface of the treatment structure. A track system can be ideally sized to accommodate the damper panel. 
     The damper panel can be made of metal, fiberglass, or plastic, combinations thereof, and the like, and can have a cam system mechanism along the vertical edges of the panel on one side. On the other side of the panel a rubber seal is continuous along the edge of the panel, going down one side, then across the bottom, and then up the other side. When the damper panel is lowered into the track system to block the pipe it is very loose and does not bind along the track system. When the cams are rotated the mechanism can then force the panel to wedge into the track and compress the rubber seal along the inside surface of the track. Once the cams have wedged the damper panel in place and the rubber seal is compressed against the track, the panel is locked in place and it will not leak water from the pipe into the stormwater vault. 
     The cams can be rotated to either lock the damper panel in place or release the damper panel. The cams can be either rotated by a lever attached to the top of the cam system, or a wrench, or other tools such as but not limited to pliers, pipes, and the like. The wrench can be either hand held or socket attached to the end of a hand held pole. The advantage of attaching the socket to the end of a long pole is that a person does not need to enter the vault to rotate the cams. 
     The damper panel can have a special lifting point attachment that allows the panel to be lowered into the track system without having to enter the vault. The lifting point would have a slot that would be sized to receive an approximately 1″ diameter ball such as a metal sphere attached to the end of a thin rod, and the rod would be attached to a hand held pole. The damper panel would hang vertically on the end of the hand held pole and the geometry of the sphere in the slot would allow the damper panel to freely articulate on the end of the pole without binding. By this method the damper panel can be easily lowered into the vault and placed into the damper track. 
     A plurality of wheels on each side of the panel assembly can allow for the panel assembly to easily ride up and down in the tracks. 
     The separate rotatable cams in each of the tracks can be replaced by single elongated cams that can have paddle or wedge shapes. Alternatively, the invention can use removable wedges that when driven into place compress and water seal the damper panel in place. 
     A preferred embodiment of a damper system for storm water treatment vault structures, can include a frame attached to an inner wall of a vault structure, the frame having an opening therethrough, tracks attached to the frame about the opening, a door having wheels along outer side edges, the wheels of the door being slidably received within the tracks, the door having an open position for allowing water to flow into the vault structure and a closed position for preventing water from passing into the vault structure, and moveable members along one side face of the door for pushing the door against portions of the track to seal the door against water intrusion. 
     The moveable members can include rotatable cams along perimeters of side edges of the door, the cams having an unlocked position where the door is loosely seated in the tracks and a locked position where the door is pushed against one side of the tracks, wherein the locked position prevents water from passing about edges of the door. 
     The removable tool can be a hand wrench for rotating the cams from the unlocked to the locked position. The removable tool can be a socket wrench for rotating the cams from the unlocked to the locked position. 
     The moveable members can be a single elongated rotatable cam on each side edge of the door. Alternatively, the moveable members can include a plurality of rotatable cams on each side edge of the door. 
     Elongated seal members between perimeter edges of the door and the one side of the track, can be used wherein the cams in the locked position causes the door to compress the elongated sealing members against the one side of the track so that water is sealed and prevented from entering about the edges of the door. 
     A handle can be attached to the door for raising and lowering the door. An elongated tool having an end portion can attach to and detach to the handle. The elongated tool can have a hook end, wherein lifting the handle raises the door from the tracks, and allows the storm water to enter into the vault structure. 
     A preferred method of locking and unlocking slidable doors in a storm water vault structure in order to service the vault structure, can include the steps of providing a door having wheels on sides of the door, sliding the wheels within tracks against an inlet wall of a storm water structure, providing the sides of the door with rotatable cams, locking the door in the tracks by rotating the rotatable cams so that the cams push one side of the door against a portion of the tracks, and unlocking the door rotating the rotatable cams in a counter direction so that the door against loosely sits in the tracks. 
     The method can further include the steps of providing elongated gasket members along side edges of the door, and sealing the door against the tracks by the locking of the door which compresses the elongated gasket members. 
     The method can further include the step of removing storm water in the vault structure after the door is sealed in place with a vacuum truck before physically servicing the interior of the vault structure. 
     The method can further include the step of selectively locking the door in a lower position wherein water flows over the door. The method can further include the step of selectively locking the door in an upper position wherein water flows under the door. 
     Another embodiment of the damper system for storm water treatment vault structures, can include a frame attached to an inner wall of a vault structure, the frame having an opening therethrough, tracks attached to the frame about the opening, a slidable door having outer side edges being slidably received within the tracks, the slidable door having a lower position for allowing water to flow over the door into the vault structure and an upper position for allowing the water to flow under the door into the vault structure, and the door having closed position for preventing the water from flowing into the vault, and a member for raising and lowering and closing the slidable door. 
     The system can include rollers on each of the side edges of the slidable door. The system can include cams for locking the door into different height positions within the tracks. 
     The slidable door can include a door in door version with a primary door that slides in tracks, and a secondary door smaller than the primary door, the secondary door slides up and down in tracks on the primary door. 
     Further objects and advantages of this invention will be apparent from the following detailed description of the presently preferred embodiments which are illustrated schematically in the accompanying drawings. 
    
    
     
       BRIEF DESCRIPTION OF THE FIGURES 
         FIG. 1  is a top perspective view of a prior art concrete storm water handling vault. 
         FIG. 2  is a perspective cut-away sectional view of a vault with novel damper system ready to install. 
         FIG. 3  shows the damper system installed in the vault shutting off water flow. 
         FIG. 4  shows the damper panel assembly removed from the damper frame allowing water to flow. 
         FIG. 5  is a front view of the damper system of  FIG. 2 . 
         FIG. 6  is a side view of the damper system of  FIG. 5 . 
         FIG. 7  is a front perspective view of the damper system of  FIG. 5 . 
         FIG. 8  is a rear perspective view of the damper system of  FIG. 5 . 
         FIG. 9  is a front perspective view of the damper system of  FIG. 5  with damper panel removed. 
         FIG. 10  is a rear perspective view of the damper system of  FIG. 5  with damper panel removed. 
         FIG. 11  is a rear view of the damper panel used in the damper system of  FIG. 5 . 
         FIG. 12  is a side view of the damper panel of  FIG. 11 . 
         FIG. 13  is a front view of damper panel of  FIG. 11 . 
         FIG. 14  is a perspective enlarged view of the panel locking system of the damper system of  FIG. 5  in a locked configuration. 
         FIG. 15  is a perspective enlarged view of the panel locking system of  FIG. 14  in an unlocked configuration. 
         FIG. 16  is a top view of the panel locking system of  FIG. 14  along arrows  16 Y in a locked configuration. 
         FIG. 17  is a top view of the panel locking system of  FIG. 15  along arrows  17 Y in an unlocked configuration. 
         FIG. 18  is a top view of the panel locking system of  FIG. 14  along arrows  18 Y showing an open-ended wrench being used to lock the panel into the panel frame. 
         FIG. 19  is a top view of the panel locking system of  FIG. 18  along arrows  19 Y showing open-ended wrench being used to unlock the panel from the panel frame. 
         FIG. 20  is a bottom view of the panel locking system of  FIG. 14  along arrows  20 Y showing the stop-block arresting the counter-clockwise motion of the cam. 
         FIG. 21  is a bottom view of the panel locking system of  FIG. 20  along arrows  21 Y showing the stop-block arresting the clockwise motion of the cam. 
         FIG. 22  shows an upper view of the damper panel system in water, with a remote socket wrench tool ready to engage the damper release hex. 
         FIG. 22A  is an enlarged partial view of  FIG. 22  showing the socket on the tool ready to engage the damper release hex. 
         FIG. 23  shows an upper view of the damper panel system in water with a remote socket wrench tool engaged to damper release hex. 
         FIG. 23A  is an enlarged partial view of  FIG. 23  showing the socket on the tool ready to unlock the damper release hex. 
         FIG. 24  shows a perspective view of a remote panel lifting hook tool preparing to engage the lift handle on the damper panel that is attached the damper panel system. 
         FIG. 25  is another view of  FIG. 24  showing the remote panel lifting hook tool lifting the damper panel from the panel frame. 
         FIG. 26  is a perspective view of a person grasping the damping panel handle preparing to lift the panel from the frame. 
         FIG. 27  is another view of  FIG. 26  showing the person lifting the damping panel from the frame. 
         FIG. 28  is a perspective view of a hook tool used in  FIG. 24 . 
         FIG. 28A  is an enlarged view of the hook end and ball on the hook tool of  FIG. 28 . 
         FIG. 29  is a side view of hook tool of  FIG. 28 . 
         FIG. 29A  is an enlarged view of the hook end and ball on the hook tool of  FIG. 29 . 
         FIG. 30  is a side view of the remote socket wrench tool used in  FIGS. 22 ,  22 A,  23  and  23 A. 
         FIG. 30A  is an enlarged view of the socket part of the tool of  FIG. 30 . 
         FIG. 31  is a perspective view of the remote socket wrench tool of  FIG. 30 . 
         FIG. 31A  is an enlarged view of the socket part of the tool of  FIG. 31 . 
         FIG. 32  is a perspective cut-away view of a “flow-over” door system shown with the door down. 
         FIG. 33  is a perspective cut-away view of the flow-over door system of  FIG. 32  with the door pulled half way up in the door tracks. 
         FIG. 34  is a perspective cut-away view of the flow-over door system of  FIG. 33  with the door pulled up fully 
         FIG. 35  is a perspective cut-away view of a “door-in-a-door” system with the primary flow through door removed. 
         FIG. 36  is a perspective cut-away view of the door-in-a-door system of  FIG. 35  with the primary door installed half way. 
         FIG. 37  is a perspective cut-away view of the door-in-a-door system of  FIG. 36  with the primary door fully installed. 
         FIG. 38  is a perspective cut-away view of the door-in-a-door system of  FIG. 37  with secondary smaller door installed half way. 
         FIG. 39  is a perspective cut-away view of the door-in-a-door system of  FIG. 38  with secondary door fully installed. 
     
    
    
     DESCRIPTION OF THE PREFERRED EMBODIMENTS 
     Before explaining the disclosed embodiments of the present invention in detail it is to be understood that the invention is not limited in its applications to the details of the particular arrangements shown since the invention is capable of other embodiments. Also, the terminology used herein is for the purpose of description and not of limitation. 
     A list of components will now be described.
       10 . Concrete storm water handling vault.     20 . Storm water inflow.     30 . Storm water outflow.     40 . Vault wall.     40 A. Inner wall     50 . Novel damper system with wheels.     60 . Vault inlet port/opening.     70 . Vault outlet pipe.     80 . Composite frame.     90 . Novel damper panel assembly.     95 . Grooves in side edges of panel  92 .     100 . Panel lift handle.     110 . Front wall of composite frame.     112  left channel of parallel tracks     114  right channel of parallel tracks     116 . Lower channel of front wall.     120 . Damper panel release hex.     130 . Frame mounting holes.     140 . Frame mounting flange.     150 . Frame gussets (such as angled strengthening members)     160 . Back wall of composite frame.     170 . Articulating panel support wheel.     180 . Panel.     190 . Foam rubber panel seal/gasket members     200 . Lock release rod.     210 . Damper panel stiffener brace.     220 . Damper panel cam-lock.     230 . Wheel toggle locking bar.     240 . Panel mounted hinge upon which wheel brackets are affixed allow wheels to articulate.     250 . Lock release rod mount block.     260 . Wheel mount bracket.     270 . Stop block prevents cam over-travel in locked or unlocked configuration.     280 . Socket wrench tool to lock and unlock panel.     289 . Hand wrench     290 . Panel cutout to clear support wheel.     300 . Water pressure.     310 . Cam-lock mounting bar welded to lock release rod.     320 . Storm water in vault.     330 . wrench tool for remote unlocking of panel assembly.     340 . Socket for engaging panel release hex.     350 . Universal joint for all-angle operation of remote socket wrench tool.     360 . Hook tool for remote lifting of panel assembly.     370 . Person.     380 . Telescoping tube handle.     390 . Ball on hook end to prevent panel lift handle slip.     400 . Reinforced lift hook.   

     The subject invention is a Continuation-In-Part of U.S. patent application Ser. No. 12/533,806 filed Jul. 31, 2009, entitled: Box Service Panel Door and Equalizer, which is incorporated by reference. 
       FIG. 1  is a top perspective view of prior art type concrete storm water handling vault  10  that can have four vault walls  40  with storm water  20  inflow coming in through an inlet opening  60  into the vault  10  and eventually flow out  30  through an outlet pipe  70 . The external housing of the stormwater vault  10  or treatment structure is commonly made of concrete, fiberglass, or plastic. 
       FIG. 2  is a cut-away perspective section view of the  FIG. 1  vault  10  with novel damper system  50  invention ready to be installed to an inner wall  40 A over the inlet port  60  to the vault  10 .  FIG. 3  shows the damper system  50  installed in the vault  10  shutting off water flow with storm water  320  within the vault.  FIG. 4  shows the damper panel assembly  90  removed from the damper frame  80  allowing water to flow  20  to flow through vault inlet  60 . 
     The novel damper system  50  can include a composite frame assembly  80  that can attach to the inner surface of the wall  40  about the inlet port  60  by fasteners, such as but not limited to bolts, screws, and the like. Once installed, a damper panel assembly  90  can slide into parallel tracks  112 ,  114  in the frame assembly  80  to close off the inlet port  60 . 
       FIG. 5  is a front view of the damper system  50  of  FIG. 2 .  FIG. 6  is a side view of the damper system  50  of  FIG. 5 .  FIG. 7  is a front perspective view of the damper system  50  of  FIG. 5 .  FIG. 8  is a rear perspective view of the damper system  50  of  FIG. 5 . 
     The damper panel assembly  90  can be made from metal such as but not limited to aluminum, galvanized metal, stainless steel, fiberglass, plastic or combinations thereof. 
     Referring to  FIGS. 5-8 , frame mounting holes  130  through the U-shaped frame mounted flange  140  of the frame assembly  80  allow for the fasteners to be used to attach the frame assembly  80  to the inner wall  40 A of the vault  10 . Frame gussets, such as lower angled strengthening members  150  and side angled strengthening members  86  support the U-shaped flange to the parallel tracks with left channel  112 , and right channel  114 . The damper panel assembly  90  can slide along the parallel tracks  112 ,  114  and sit against a lower channel  116 . Across the top of the damper panel assembly  90  is a panel lift handle  100 , that can be fastened along bent outer edges by fasteners, such as screws and bolts. The damper panel release hex  120  whose operation of which will be described in greater detail later in reference to  FIGS. 14 ,  15 ,  18 ,  19 . 
       FIG. 9  is a front perspective view of the damper system  50  of  FIG. 5  with damper panel assembly  90  removed from the frame  80 .  FIG. 10  is a rear perspective view of the damper system  50  of  FIG. 5  with damper panel assembly  90  removed from the frame  80 .  FIG. 11  is a rear view of the damper panel assembly  90  used in the damper system  50  of  FIG. 5 .  FIG. 12  is a side view of the damper panel assembly  90   FIG. 11 , and  FIG. 13  is a front view of damper panel assembly  90  of  FIG. 11 . 
     Referring to  FIGS. 9-13 , the novel frame  80  includes a back wall  160  of the frame behind the front wall  110 . The damper panel assembly  90  includes a generally rectangular panel  180 , having a plurality of articulating panel support wheels along both the right and left side edges of the panel  180 , with each of the wheels positioned within grooves  95  in the side edges of the panel  180 . A preferred embodiment has three wheels  170  each on wheel mount brackets  260  along each of the right and left side edges of the panel  180  that are moveable by wheel toggle locking bars  230 . Panel mounted hinges  240  are located along both the right and left sides of the panel  180  on which the wheel brackets  260  are affixed and which allow the wheels  170  to articulate. 
     A foam rubber panel seal  190  having a continuous U shaped configuration can be located on the rear side of the panel  180 , and in operation can provide a water seal between panel  180  and the rear wall  160  of the frame  80 . Handle  100  can have a base attached by fasteners, such as screws, bolts, and rivets to a damper panel stiffener brace  210 . 
     A lock release rod  200  can have an upper end with a damper panel release hex  120  that allows the rod  200  to be rotated clockwise or counterclockwise. The rod  200  can pass through three lock release rod mount blocks  250  that are arranged on both the left and right sides of the panel  180 . A pair of damper panel cam-locks  220  can be arranged on both the left and right sides of the panel and can be controlled by the rotatable rod  200 . Stop blocks  270  can be used to prevent cam over-travel in locked or unlocked configurations, and which will be described in further detail below. 
     As discussed the frame  80  has a left channel  112 , and right channel  114  and lower channel  116  that are formed between a front wall  110  and a rear wall  160 . Angled frame gussets  150  add strength support to the channels  112 ,  114 ,  116 , and holes  130  are used for fasteners to mount the frame  80  to an inner vault wall  40 A. 
       FIG. 14  is a perspective enlarged view of the panel locking system of the damper system  50  of  FIG. 5  in a locked configuration.  FIG. 15  is a perspective enlarged view of the panel locking system of  FIG. 14  in an unlocked configuration with the wrench  280  rotated counter-clockwise.  FIG. 16  is a top view of the panel locking system of  FIG. 14  along arrows  16 Y in a locked configuration.  FIG. 17  is a top view of the panel locking system of  FIG. 15  along arrows  17 Y in an unlocked configuration.  FIG. 18  is a top view of the panel locking system of  FIG. 14  along arrows  18 Y showing an open-ended wrench  280  being used to lock the panel into the panel frame.  FIG. 19  is a top view of the panel locking system of  FIG. 18  along arrows  19 Y showing open-ended wrench  280  being used to unlock the panel  180  from the panel frame  80 .  FIG. 20  is a bottom view of the panel locking system of  FIG. 14  along arrows  20 Y showing the stop-block  270  arresting the counter-clockwise motion of the cam  220 .  FIG. 21  is a bottom view of the panel locking system of  FIG. 20  along arrows  21 Y showing the stop-block  270  arresting the clockwise motion of the cam  220 . 
     Referring to  FIGS. 14-21 , the socket wrench tool  280  can have a socket  285  that fits about damper panel release hex  120  (such as a hex head of a bolt). 
       FIGS. 14 and 16  show the panel in a lock position with the cam-lock  220  abutting against the front wall  110  of the composite frame  80 , and the foam rubber panel seal  190  compressed between the panel  180  and the back wall  160  of the composite frame  80 . The articulating support wheel(s)  170  are shown articulated (angled) by the panel mounting hinge  240 . Water pressure  300  is shown by an arrow pressing against and exposed surface of the panel  180 . 
     As shown in  FIGS. 15 , and  17 , the socket wrench tool  280  is rotated counter-clockwise on the hex  120 , the lock release rod  200  also rotates counter-clockwise rotating the damper panel cam-lock  220  away from front wall  110  of the composite frame  80 . The panel  180  becomes spaced apart from the back wall  160  of the composite frame  80  allowing the foam rubber panel seal  190  to expand by being separate from back wall  160 . 
       FIGS. 18 and 19  show a hand wrench  289  attached to damper panel release hex  120  that can be used instead of the socket wrench tool  280  to lock (rotating clockwise) and unlock (rotating counter-clockwise). 
       FIG. 20  is a bottom view of the panel locking system of  FIG. 14  along arrows  20 Y showing the stop-block  270  arresting the counter-clockwise motion of the cam-lock  220  with the cam-lock mounting bar  310  welded to the lock release rod  200 .  FIG. 21  is a bottom view of the panel locking system of  FIG. 20  along arrows  21 Y showing the stop-block  270  arresting the clockwise motion of the cam-lock  220  with the cam-lock mounting bar  310  welded to the lock release rod  200 . In  FIG. 21 , the outer surface of the wheel(s)  170  extends through the panel cutout(s)  290  to clear the support wheel(s)  170 . 
       FIG. 30  is a side view of the elongated handle remote socket wrench tool  330  used in  FIGS. 22 ,  22 A,  23  and  23 A.  FIG. 30A  is an enlarged view of the socket part  340  of the tool  330  of  FIG. 30 .  FIG. 31  is a perspective view of the remote socket wrench tool  330  of  FIG. 30 .  FIG. 31A  is an enlarged view of the socket  340  with telescoping tube handle  380  of the tool  330  of  FIG. 31 . The elongated handle remote socket wrench tool  330  can have a telescoping tube handle with cylindrical type parts that slide in and out of each other extending and reducing the length of the handle portion of the tool  330 . A universal joint  350  between the handle portion  380  and the socket  340  allows for all-angle operation and versatility and maneuverability of the remote socket wrench tool  330 . 
       FIG. 22  shows an upper view of the damper panel system  50  in water, with a remote elongated handle socket wrench tool  330  (of  FIGS. 30-31A ) ready to engage the damper release hex  120 . A universal joint  350  on the elongated tool  330  allows for all angle operation of the elongated remote socket wrench tool  330 .  FIG. 22A  is an enlarged partial view of  FIG. 22  showing the socket  340  on the tool  330  ready to engage the damper release hex  120 .  FIG. 23  shows an upper view of the damper panel system  50  in water  320  with the elongated remote socket wrench tool  330  engaged to damper release hex  120 . Clockwise turn of tool unlocks panel  180  from panel frame  80 . Counter-clockwise turn locks the panel  180  to the frame  80   FIG. 23A  is an enlarged partial view of  FIG. 23  shows the socket  340  on the tool  330  ready to unlock the damper release hex  120 . 
       FIG. 28  is a perspective view of a hook tool  360  used in  FIG. 24 .  FIG. 28A  is an enlarged view of the hook end  400  and ball  390  on the hook tool  360  of  FIG. 28 .  FIG. 29  is a side view of hook tool  360  of  FIG. 28 .  FIG. 29A  is an enlarged view of the hook end  400  and ball  390  on the hook tool  360  of  FIG. 29 . 
       FIG. 24  shows a perspective view of a remote panel lifting hook tool  360  (shown in  FIGS. 28-29A ) preparing to engage the lift handle  100  on the damper panel assembly  90  that is attached to the composite frame  80  after the panel assembly is in an unlocked position. The ball  390  on the hook end  400  is inserted through the extended handle  100  hooking the handle  100 .  FIG. 25  is another view of  FIG. 24  showing the remote panel lifting hook tool  360  lifting the damper panel assembly  90  from the panel frame  80 . A user (not shown) can raise the hook tool  360  that has the hook end  400  with ball  390  hooked about the handle  100  and clearly lift the panel assembly  90  from the frame and allow storm water inflow  20  into the stormwater  320  inside of the vault. 
       FIG. 26  is a perspective view of a person  370  grasping the damping panel handle  100  preparing to lift the panel assembly  90  from the frame  80 , after the panel assembly is in an unlocked position.  FIG. 27  is another view of  FIG. 26  showing the person  370  lifting the damping panel assembly  90  from the frame  80 . 
     Although the figures show the damper panel assembly with frame mounted on the wall of a vault, the invention can be used on other types of walls, such as on dams, and the like. 
     The foam rubber panel seal  190  can be an elongated seal member, and can be a gasket member such as but not limited to one having a C or E or U type channel that compresses. The seal can also include resilient and/or elastomeric type members, and the seal can be an inflatable bladder type tube(s), and the like. Additionally, the seal  190  can be placed along the bottom edge of the panel as well as the left and right sides of the panel. In a preferred embodiment, the seal member is placed on the opposite side of the panel from the inlet port to the vault or structure. 
     Although preferred types of lifting tools are described, the invention can use other types of tools for lifting the panel assembly, such as but not limited to using a manhole hook tool, and the like. 
     While the handle  100  is shown as rectangular, the handle can have other shapes such as triangular, arc shaped, and the like, and can have a catch portion such as an indented or cut-out or lip edge, that can also be snagged or hooked to lift the panel assembly. 
     Although the invention refers to wrenches, the invention can work with lever arms that are fixably attached to the tops of the cam bars, or are removably attached as needed. Although the invention shows separate rotatable cams in the tracks, a single elongated cam can be used on each side of the panel that can have paddle or wedge shapes. Alternatively, the invention can use removable wedges that when driven into place compress and water seal the damper panel in place. 
     The invention can incorporate embodiments of the rotating wheels on the doors moving up and down in a track, where the track is in a fixed wall. Alternatively, the invention can have a sliding main primary door, and a secondary door that slides up and down relative to the primary door. The embodiments can have flow over versions so that water can overflow over a sliding door into a vault. Likewise, the embodiments can flow under versions where water flows under a slidable door into a vault. Either or both the primary and secondary doors can slide up in down within tracks with or without rollers and wheels to ease the sliding action of the respective doors. 
       FIG. 32  is a perspective cut-away view  510  of a “flow-over” door system shown with the door  90  down. The system is at maximum flow capacity where arrows can represent an overflow into a vault.  FIG. 33  is a perspective cut-away view of flow-over door system of  FIG. 32  with the door  90  pulled half way up in the door tracks in frame  80 . The flow-over capacity is cut by half. Further choices of position are possible to adjust flow. The invention can allow for the door to be selectively fixed by the user in different height positions in the tracks.  FIG. 34  is a perspective cut-away view  530  of flow-over door system of  FIG. 33  with the door  90  pulled up fully Here, the flow is completely cut off from entering into the vault. 
       FIG. 35  is a perspective cut-away view  540  of “door-in-a-door” system with the primary flow through the opening in the wall with the main (primary) door  90 B removed. Here, the system is at maximum flow capacity.  FIG. 36  is a perspective cut-away view  550  of the door-in-a-door system of  FIG. 35  with the primary door  90 B installed half way. System is at about half flow-under capacity. Further choices of position are possible to adjust flow. Similar to the previous embodiment, the primary door  90 B can be selectively locked in different height positions within the tracks as needed. 
       FIG. 37  is a perspective cut-away view  560  of the door-in-a-door system of  FIG. 36  with the primary door  90 B fully installed, and the smaller secondary smaller door  90 D removed from tracks  90 C. Here, the system is at maximum flow-over capacity.  FIG. 38  is a perspective cut-away view  570  of door-in-a-door system of  FIG. 37  with the secondary smaller door  90 D installed half way on tracks  90 C. Here, the system is at about half flow-under (secondary) capacity. Further choices of position for the secondary door  90 D are possible to adjust flow-over capacity. Similar to the previous embodiment, the secondary door can be selectively locked in different height positions within the tracks as needed.  FIG. 39  is a perspective cut-away view  580  of the door-in-a-door system of  FIG. 38  with the secondary door  90 D fully installed. Here, the flow is completely being cut off. 
     Although the invention is described for use with storm water treatment vaults and structures, the invention can have other applications, such as but not limited to being used in dam type applications, and the like for ponds, lakes, pools, waterfalls, and the like. 
     While the invention has been described, disclosed, illustrated and shown in various terms of certain embodiments or modifications which it has presumed in practice, the scope of the invention is not intended to be, nor should it be deemed to be, limited thereby and such other modifications or embodiments as may be suggested by the teachings herein are particularly reserved especially as they fall within the breadth and scope of the claims here appended.