Room 001/4 - "dirty" staircase, from elevation + 12.0m to elevation + 32.5m:
The steps and railings of the stairs are not damaged. On the steps and landings below the elevation of + 27.0 m, there are small spills of concrete that do not obstruct the passage. The entire staircase is covered with plastic. Below elevation + 19.5m, the passage is impossible, because the staircase is filled with concrete. Above elevation + 31.5 m, the walls and floor are covered with black bloom. All parts of the ladder examined are covered with dust, and some areas contain construction debris. DER of radiation at a height of 1 m from the floor from elevation + 21.8 m to elevation + 32 m is 1.5-3 R / h, and from the floor at the same points it is 2-5 times higher. From elevation + 32.0m to elevation + 32.5m DER of radiation at a height of 1m from the floor is 6-8 R / h, and from the floor in the same places 15-30 R / h, except for elevation + 39.5m, where DER is from floor 6 R / h.

Room 001/6 - "dirty" staircase, from elevation + 12.0m to elevation + 49.95m:
The condition of the building structures is the same as on the staircase 059/2. DER of radiation at elevation + 24.0m and up to elevation + 41.0m from 0.15 to 0.35 R / h, and at elevation + 35.5m to 0.5R / h, from an iron door on the site above elevation + 31.0m to 2.5 P / h, at elevation + 41.0 m to elevation + 49.95 m - 1-5 R / h, break and transition at the site above + 41.0 m - 3-5 R / h, at the entrance to the leaded corridor under the hole 6-8 R / h, in the area of ​​concrete influx at elevation + 27.0 m and below 0.05-0.15 R / h. DER of radiation in the breach at elevation + 49.95 m is 6-8 and 10 R / h.

Room 017/2, 018/2:
Room 017/2 is filled with concrete, the distance from the ceiling to the concrete behind the row K is 0.5-1m. Between the rows of ZhK movement is possible in full growth. Concrete thickness in row D is up to 0.5 m, in row F more than 1 m. between rows E-G on the floor pieces of FCM. The condition of the building structures of all the premises is satisfactory, no deformations or destruction were found, there is an increased humidity.

Room. 058/4 - "dirty" elevator shaft in axes 40-41, rows I - K from elevation + 18.0 to elevation + 38.8m:
Below elevation + 21.8 m, the shaft is filled with concrete. On the concrete in the mine, there is a blockage from the remains of building structures and, probably, graphite, since the DER of radiation from the blockage reaches 70 R / h.

Corridor at axes 50-54, rows V-G, adjacent to the stairs 059/2 - 001/6:
The entrance to the corridor from the staircase 059/2 is littered with the remains of building structures and reinforced concrete slabs lying between the axes 53-54. In this area, the floor has a fault up to 1m wide. Exit by stairs 001/6 through corridor 910/2 is hampered by a blockage of bags of concrete and construction waste. The building structures in axes 51-53 are badly damaged, especially in row B, where the girder on axis 52 has practically come off the column. On the floor in the area of ​​axes 50-53, concrete beads, which in axes 50-51 reach the ceiling.

Room 219/2:
The entrance to the mine is possible only from the room. 506/2 at elevation + 19.5 m through the door at axis 43 and row N. Concrete walls along the entire height of the shaft without visible signs of destruction, metal service platforms and stairs at elevations + 19.5, +12.5, and + 9.0 m were destroyed by the fall of the slab transport hatch with elevation + 35.5m. On the floor of the mine at elevation + 4.57m there are fragments of building metal structures and reinforced concrete, the fallen slab of the transport hatch is located in a vertical position with the upper part resting on the metal structures. At the service areas at elevations + 12.5, +19.5, +27.5, + 31.5 m, reinforced concrete slabs and fragments of metal structures lie dangerously. One of the 4 support columns (southwestern) of the REM service areas is absent from elevation +18.0 to elevation + 4.57m. The support column (northeast) is deformed at elevation + 12.5m. Service platforms at elevations + 16.4, ++ 12.5, + 8.0 m have a general slope towards the center of the room, the corrugated flooring is deformed and torn in places. The power beams of the service platforms at elevations + 16.4 and + 12.5 m of the western and southern walls are torn off from the embedded in the walls and support columns. The transitional ladders between the platforms were torn from their places and deformed.

Room 404/3:
The floor of the room at elevation + 13.8m is filled with concrete to a level of 1.5 - 2m with a decrease in height to the axis 45. The NWC pipelines are preserved, but have an inclination towards axes 47 - 48. The thermal insulation on the pipelines is broken, which is the reason for the increased DER in the room. Service platforms at elevations + 16.4 and + 19.5 m have destructions of the flooring and railing. The passage is difficult, at the sites there are piles of turns of cables, pieces of concrete.


Room 521/2:
The entrance is via the stairs 001/4 with an elevation of + 24.0m. The door to the elevator shaft 058/4 has been broken open, room 612/2 is double, it is partitioned off along row M, there are machines, several tables, and racks for spare parts in the room. In the corner at the intersection of axis 41 and row K there is an opening in the ceiling, from which fragments of structures, pipes, graphite blocks stick out. The floor of the room is covered with scraps of graphite, rusty metal shot, rubbish, spare parts. DER of radiation in the area of ​​the opening in the central zone at a height of 2 m from the floor 20-30 R / h, from pipes 10-15 R / h. Penetration into the central lock through the specified opening is difficult.

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Room G-553/2, 554 \ 2, 556/2:
The condition of the premises of G-554/2 and G-556/2 is satisfactory. In the room Г-553/2 the top of the columns deviated towards row A. The deflection of the columns along row B was from 60 to 100 mm along the axes 44-48. In the joints of the girders with the columns, the cracks along the opening width increase from axis 60 to axis 46 along row B from hairline to 15mm. In axes 44-51 along row B, a displacement of the crossbars from the column consoles by 15-20mm was found. No deflections of the girders were found. The crossbars and columns interfacing units 44 / 6-47 / 6 are in satisfactory condition. Inflow of concrete in axes 42-53 up to 1.5 m high from axis 50 and up to 1.2 m near axis 46. The inflow of concrete ends at a distance of 3-4 m from row B. Between axes 61-68, no damage to the bearing and enclosing structures was found.

Room G-557:
The condition of the supporting building structures is satisfactory. At the junctions of crossbars with columns between axes 51-54, cracks with a width of 1 to 5 mm. Inflow of concrete on the floor from 10 cm at axis 55 to 1 m at axis 51. Along axis 51 the room is concreted to its full height.

Room 604 / 9-12:
The condition of the building structures is unsatisfactory. The passage is possible through the blockage from room 601/2, the wall panels between the rooms are destroyed, only partially preserved between rooms 604/9, 604/10, 604/11, between them the rubble of the remains of building structures.

Room Г-632 in axes 59 - 65:
The condition of the building structures is unsatisfactory. Cracks in the junctions of crossbars with columns along row B between axes 51-62, corrosion. There are oblique cracks between axles 51-55 along the length of the crossbars with an opening up to 1.5mm. Deviation of columns along row B1 towards row B 30-40mm. Inflow of concrete between the axes 51-57 with a height at the axis 53 up to 1.5 m. On axis 51, the concrete wall is incomplete, the clearance is about 1m.

Room 701 /2, 702/2, 703/2, 703/4:
The condition of the building structures in all rooms is unsatisfactory. The passage to room 701/2 is carried out through the break from the stairs 001/6 at elevation + 29.0m. A concrete leak was found from the entrance to row D up to 1.5 m high. passage through the room is difficult due to leakage and large-diameter pipelines. Passage along axis 51 is impossible due to debris from building structures. wall panels collapsed along axis 51, starting from row E. The overlap between rooms 701/2 and 801/2 is made of perforated corrugation. Between the rows of K-L ladder at elevation + 31.0 m in room 801/2. Room 701/2 is highly dusty. In rooms 703/2 and 703/4, concrete beads. In room 702/2, concrete flows in rows Г-Е and Р-С, up to half the height of the doors, are filled with passages to adjacent rooms. The concrete in rooms 703/2 and 703/4 was flowing from the destroyed tunneling of the northern drum of KCTK. The drop in concrete level from north to south is 0.7-0.9m. Ceiling room 703 / 2.4 in satisfactory condition. The drums of KCTK are “pulled out” into the reactor shaft (504/2) in such a way that the panels of KCTK thermocouples, which were designed in room 703/4, are half a meter from the wall of the drums penetrations in room 703/2 (axis 49). At the end of the penetrations one can see debris from graphite blocks and remains of metal structures.

Room 705/3,4, 706/3, 707/2, 725/1:
The condition of the building structures of all premises is unsatisfactory. The wall panel between rooms 725/1 and 705/3 is in disrepair, partially destroyed and tilted towards rooms 705/3, soot on the walls. In room 705/4, the dip is observed at elevation + 22.3 m, through which the remains of building structures are visible. There is no wall panel between rooms 705/4 and 706/3. Along row I, in corridor 707/2, a blockage of collapsed boxes. Ladder guard 620/1 is deformed.

Room 705/5, 706/4, 707/3-5, 710/4, 711/4, 725/2:
The condition of the building structures of premises 705 / 5.6, 706/4, 707/5, 710/4, 711/4, 725/2 is unsatisfactory. Room 707 / 3.4 - satisfactory. In room 705/5, concrete overflows, blockages from cable ducts are on the floor. In room 707/5 there are concrete flows on the floor, a heap of collapsed floor slabs. The slabs are filled with concrete flowed from rooms 705/5 and 804/4. In room 711/4 there is a flood of concrete on the floor. The wall of the railroad in rooms 711/4 and 710/4 has deviated by 15-20 degrees and rests on the air ducts in rooms 710/4. In rooms 706/4, 705/6, the floor collapsed at elevation + 22.3 m, the wall between them was destroyed. The partition between rooms 705/5 and 725/2 fell.

Room 801/2, 803/2:
The condition of the building structures of the premises 801/2 is unsatisfactory. Wall panels along axis 51 are destroyed, transverse cracks on the girders are observed. The wall between rooms 801/2 and 805/3 in rows Г-Е has deviations with displacement, there are gaps. The floor of room 801/2 is partially filled with concrete and has minor damage. The doorway in room 804/4 is 2/3 of the height filled with concrete. The corridor is very dusty. In room 803/2, the walls and ceiling have no visible defects. CPS drive penetration boxes are pulled into the reactor shaft (E504 / 2) by 5-25 cm.

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Room 804/3, 811/4, 817/3:
Room 804 + 3 is filled with concrete up to elevation + 33-34m. The overlap is broken. The downstream PVC pipelines are significantly deformed. The KGO box was preserved in a satisfactory condition, the wall between rooms 804/3 and 805/3 moved away from the floor and ceiling slabs, through openings down and up. The wall separating the central lock from room 804/3 is destroyed; you can see a blockage in the central lock. Metal stairs and landings on the walls are twisted. On the stairs 817/3, after 2 spans upwards, there is a solid blockage from the remains of building structures and bags. The state of structures in room 811/4 is satisfactory.

Room 804/4, 811/3, 817/4:
The door to room 804/4 is more than half filled with concrete. The floor of room 804/4 is filled with concrete, the level of which decreases from row P to row H. Support columns at row P protrude from the concrete by 30-50 cm. Walls and ceilings in axes 48-50 are in satisfactory condition. From axis 45 to axis 49, the ceiling and the wall separating room 804/4 from the central lock were destroyed. Between axes 48 and 49 along row P there are 2 metal plates with a thickness of 200 mm, presumably these are protective shields of the plate of the KGO boxes and the schemes G. The KGO boxes are in the design position. The zone of destruction runs along row R. The condition of room 811/3 is satisfactory. In room 817/4 there are traces of fire, soot on the walls of the stairs.

Room 805/4:
The condition of the building structures is unsatisfactory. The main part of room 805/4 is filled with concrete and has not been examined. In the investigated part of room 805/4 in axes 41-43, access is possible from the north through the gap between the second cascade step and the VSPO block in the area of ​​axis 41 with an exit to elevation + 32.0m. The zone of destruction runs along row P. The examined part of the room is partially filled with concrete, the DER of radiation is 0.4-0.5 R / h.

Room 902/2, 903/2:
The condition of the building structures is unsatisfactory. In room 903/2, the wall along axis 51 is torn along the edge of the door frame by a vertical crack with an opening width of up to 600 mm under the ceiling, the reinforcement is partially torn, the crossbar along row D in the middle part of the span has through cracks with an opening of up to 2 mm and a pitch of 400-800 mm, inclined in the direction of row D and has a support on the console of the column along the axis 51 with an area of ​​120 x 150 mm (the supporting part of the girder and the console are severely destroyed), in the room on the floor there is an influx of concrete up to 0.6 m thick, between rows D-E there is a blockage of building structures on the floor ... The wall along the axis 50 is torn at the place where the wall adjoins it between the rows D-E (vertical crack is a "pair" crack at the doorway). Thus, the entire volumetric monolithic block of the axis 50-51, V-D is torn off. The deformed seam between the walls along the axes 50, D-E is opened to a width of 0.6 m. The door to the room is more than half filled with concrete, concrete flowed up to 0.4m. Room 902/2 is accessible, the floor is covered with concrete.

Room 904/3,4, 905/3,4, 906/2, 907/2, 909/11,12, 912/2, 918/2:
No visible defects were found in room 904 / 3-4. Corridors 905 / 3-4 were filled with water and a layer of black mud, presumably graphite. Room 909 / 11.12 - the wall along the axis 50 has separate vertical cracks with an opening of up to 1.2 mm. Room 911/2 - in the passage along the corridor in the central hall, there is an expanded plastic compound, covered with ash-like substance. The passage to the central lock is an impassable blockage. No defects were found in the rest of the premises.

Room 915/3:
Entrance from a wooden platform at elevation + 43.0 m through talus and concrete drips. The vast majority of building structures are destroyed or have different degrees of damage. The wall in rows D-E is tilted towards row G, the columns along row D are tilted towards row B. In the remaining part of the overlap in axes 45-60, the junctions of the crossbars with the columns are destroyed, the consoles have cracks and concrete chips, the monolithic sections are torn off from the support tables. The last girder preserved at the design elevation is along axis 46. The main part of the ceiling at elevation + 43.0 m collapsed, fragments lie on the overlap of elevation + 35.0 m. Vryad V-G blockage of building structures, rubble, equipment parts, etc. height from 4m (in axes 48-49) to the mark of the bottom of the supports of the "Mammoth" beam: the mounting opening between the axes 49-50, the floor is partially covered with rubble and concrete drips.

Room 915/4, 919/7,8, 926/4:
The condition of the building structures is unsatisfactory. Zone of complete destruction of walls, floor, ceiling along the P row, axis 41. Floor crack in the rows of N-P. The staircase in row H is in good condition. There is water on the floor, high humidity. rooms 919 / 7,8 and 926/4 in satisfactory condition.

Room 1001/2:
the conjugation of the crossbars with the columns along the axis 51 have cracks and chips of concrete, the monolithic sections are shifted towards the axis 52, the floor slabs have cracks in the supporting ribs, in the partition in the places where the crossbars pass.

Room 1001/4:
In the order of C, a blockage of destroyed building structures, influx of concrete in the rows of PS.

Room 1002/2:
overwhelmed by destruction, failure.
 

Room 1003/3:
inflow of concrete up to 1 m near row E, the crossbar along the E axis has vertical cracks in the middle part with an opening of up to 2.2 m and a step of 400-600 mm, the overlying floors in rows G-E collapsed, the wall along the axis 50 has vertical cracks from floor to ceiling with opening up to 8mm and a step of 2-4m, the deviation of the wall towards the axis 51 is noticeable.

Room 1003/4:
the wall along row C was destroyed; a sacking and concrete overflows were found.

Room 1004/2:
Shifting of crossbars and consoles of columns towards the axis 51 up to 10mm.

Room 1308/2: (no label on map, believed to be lvl. +39.5)
The condition of the premises is unsatisfactory. There are no wall slabs of row B1, the column of row B1, axis 51, is inclined towards row B by 50 cm. In room 1308/2 the wall along the axis 51 is made of metal structures, behind the wall there is a blockage of slabs and beams, the DER of radiation from the blockage is 10-12 R / h. The doors to room 1310/2 are closed - the room has not been examined. The column of row D of axis 52 is inclined towards axis 51 by 20 cm, the crossbar on axis 53 near row D cracked and sagged by 10 cm.

Room 2001/3:
Room 2001/3 was badly damaged. Around the wooden platform (axes 50-51), debris of building structures, concrete flows, gravel debris, bags with rubble and concrete. The overlap in axes 44-48, rows G-D collapsed at elevation + 35.5 m, in axes 41-48 rubble of the collapsed roof "P", walls along rows В В1 in axes 41-52 were completely destroyed.

Room 2001/4, 2005/2:
Room 2001/4 was badly damaged. The condition of the crossbars and columns is unsatisfactory. The deviation of the columns from the vertical axis was visually noted only for the columns along the row G, E, Zh. Column 51 / D has the greatest deviation (250-300mm). The nodes supporting the crossbars on the columns along the axis 51 have cracks with an opening of 1-15 mm at the joints, the coating slabs in a strip 3-3.5 m wide from the axis 50 between the rows E-C have no visible damage, the rest of the covering slabs are partially or completely destroyed. The fallen structures pierced the ceiling at elevation + 43.0 m Wall 50 / С-Т is absent. between rows Г-Е the only slab along axis 51 has been preserved. Between rows IL, some of the slabs have collapsed, some have deflections of 150 mm or more, and the reinforcement is exposed. The condition of the premises 2005/2 is satisfactory, there is construction waste on the floor. There are no traces of fire. There is no door from room 2005/2 to the central lock. The metal structures of the "E" scheme are clearly visible. The surface of the walls of the central hall do not have traces of paint and soot.