1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 GG0591 *********************************************************************** GG0591 DESIGNATION - AVOCA GG0591 PID - GG0591 GG0591 STATE/COUNTY- AR/BENTON GG0591 USGS QUAD - PEA RIDGE (1981) GG0591 GG0591 *CURRENT SURVEY CONTROL GG0591 ___________________________________________________________________ GG0591* NAD 83(1997)- 36 23 47.62961(N) 094 01 48.48337(W) ADJUSTED GG0591* NAVD 88 - 436. (meters) 1430. (feet) SCALED GG0591 ___________________________________________________________________ GG0591 LAPLACE CORR- -0.14 (seconds) DEFLEC99 GG0591 GEOID HEIGHT- -28.15 (meters) GEOID99 GG0591 GG0591 HORZ ORDER - THIRD GG0591 GG0591.The horizontal coordinates were established by classical geodetic methods GG0591.and adjusted by the National Geodetic Survey in September 1999. GG0591 GG0591.The orthometric height was scaled from a topographic map. GG0591 GG0591.The Laplace correction was computed from DEFLEC99 derived deflections. GG0591 GG0591.The geoid height was determined by GEOID99. GG0591 GG0591; North East Units Scale Converg. GG0591;SPC AR N - 230,786.685 217,882.704 MT 1.00003635 -1 10 52.8 GG0591;SPC MO W - 25,611.408 892,149.371 MT 0.99996306 +0 16 43.7 GG0591;UTM 15 - 4,028,427.423 407,622.015 MT 0.99970514 -0 36 40.7 GG0591 GG0591: Primary Azimuth Mark Grid Az GG0591:SPC AR N - PEA RIDGE 309 28 53.7 GG0591:SPC MO W - PEA RIDGE 308 01 17.2 GG0591:UTM 15 - PEA RIDGE 308 54 41.6 GG0591 GG0591|---------------------------------------------------------------------| GG0591| PID Reference Object Distance Geod. Az | GG0591| dddmmss.s | GG0591| CI0128 AVOCA RM 1 19.302 METERS 08551 | GG0591| CI0129 AVOCA RM 2 18.745 METERS 16400 | GG0591| CI0130 AVOCA RM 3 27058 | GG0591| GG0608 PEA RIDGE APPROX.15.1 KM 3081800.9 | GG0591|---------------------------------------------------------------------| GG0591 GG0591 SUPERSEDED SURVEY CONTROL GG0591 GG0591 NAD 83(1997)- 36 23 47.63308(N) 094 01 48.48280(W) AD( ) 3 GG0591 NAD 83(1997)- 36 23 47.64089(N) 094 01 48.48530(W) AD( ) 3 GG0591 NAD 83(1986)- 36 23 47.64201(N) 094 01 48.48509(W) AD( ) 3 GG0591 NAD 27 - 36 23 47.36890(N) 094 01 47.75930(W) AD( ) 3 GG0591 GG0591.Superseded values are not recommended for survey control. GG0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GG0591.See file dsdata.txt to determine how the superseded data were derived. GG0591 GG0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA0762228427(NAD 83) GG0591_MARKER: DS = TRIANGULATION STATION DISK GG0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GG0591 GG0591 HISTORY - Date Condition Report By GG0591 HISTORY - 1961 MONUMENTED CGS GG0591 HISTORY - 1988 GOOD USPSQD GG0591 HISTORY - 20030413 GOOD GEOCAC GG0591 GG0591 STATION DESCRIPTION GG0591 GG0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB) GG0591'ABOUT 2-1/2 MILES EAST OF AVOCA, IN THE NORTHEAST 1/4 OF SECTION GG0591'23, T 20 N, R 29 W. AND ON THE PROPERTY OF MR. CARL JOHNSON. GG0591'IT IS 17 FEET SOUTH OF A WITNESS POST, 31 FEET SOUTH OF THE GG0591'CENTERLINE OF A GRAVELED ROAD, 33 FEET NORTHWEST OF AN OLD GG0591'WATER PUMP, 57 FEET NORTHWEST OF THE NORTHWEST CORNER OF AN GG0591'OLD CONCRETE FOUNDATION AND 310 FEET EAST OF THE NORTHEAST GG0591'CORNER OF A BARN. THE MONUMENT PROJECTS 2 INCHES AND THE DISK GG0591'IS STAMPED AVOCA 1961. GG0591' GG0591'TO REACH FROM THE POST OFFICE IN AVOCA, GO EAST ON GRAVELED ROAD GG0591'FOR 0.1 MILE TO A ROAD FORK. TAKE RIGHT FORK AND GO EASTERLY GG0591'ON A GRAVELED ROAD FOR 0.7 MILE TO A SIDE ROAD LEFT. CONTINUE GG0591'STRAIGHT AHEAD EASTERLY ON THE GRAVELED ROAD FOR 1.35 MILES GG0591'TO A T-ROAD. TURN RIGHT AND GO SOUTHEAST ON A GRAVELED ROAD GG0591'FOR 0.3 MILE TO A SIDE ROAD LEFT. TURN LEFT AND GO EAST GG0591'ON A GRAVELED ROAD FOR 0.15 MILE TO REFERENCE MARK 3 ON THE GG0591'LEFT. CONTINUE EAST ON THE GRAVELED ROAD FOR 150 FEET TO A ROAD GG0591'FORK. TAKE LEFT AND CONTINUE EAST FOR 0.05 MILE TO THE STATION GG0591'ON THE RIGHT. GG0591' GG0591'REFERENCE MARK 1 IS 22 FEET NORTHEAST OF THE NORTHWEST CORNER GG0591'OF THE OLD CONCRETE FOUNDATION, 36 FEET NORTHEAST OF THE GG0591'OLD WATER PUMP AND 38 FEET SOUTH OF THE CENTERLINE OF THE GG0591'GRAVELED ROAD. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GG0591'AVOCA NO 1 1961. GG0591' GG0591'REFERENCE MARK 2 IS 43 FEET SOUTHWEST OF THE SOUTHWEST CORNER GG0591'OF THE OLD CONCRETE FOUNDATION AND 51 FEET SOUTHWEST OF GG0591'THE OLD WATER PUMP. THE MONUMENT PROJECTS 2 INCHES AND THE GG0591'DISK IS STAMPED AVOCA NO 2 1961. GG0591' GG0591'REFERENCE MARK 3 IS 1 FOOT NORTH OF A WIRE FENCE, 3 FEET GG0591'NORTHEAST OF A WITNESS POST, 12 FEET NORTH OF THE CENTERLINE GG0591'OF A GRAVELED ROAD AND 77 FEET NORTHEAST OF THE NORTHEAST GG0591'CORNER OF A HOUSE. THE MONUMENT PROJECTS 2 INCHES AND THE GG0591'DISK IS STAMPED AVOCA NO 3 1961. GG0591' GG0591'PRECISE METHODS WERE USED TO DETERMINE THE DIRECTION TO GG0591'REFERENCE MARK 3. GG0591' GG0591'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS. GG0591 GG0591 STATION RECOVERY (1988) GG0591 GG0591'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN) GG0591'RECOVERED IN GOOD CONDITION. GG0591 GG0591 STATION RECOVERY (2003) GG0591 GG0591'RECOVERY NOTE BY GEOCACHING 2003 (CB) GG0591'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 GF0874 *********************************************************************** GF0874 DESIGNATION - LARUE GF0874 PID - GF0874 GF0874 STATE/COUNTY- AR/BENTON GF0874 USGS QUAD - WAR EAGLE (1976) GF0874 GF0874 *CURRENT SURVEY CONTROL GF0874 ___________________________________________________________________ GF0874* NAD 83(1997)- 36 18 46.85003(N) 093 59 02.38229(W) ADJUSTED GF0874* NAVD 88 - 427. (meters) 1401. (feet) SCALED GF0874 ___________________________________________________________________ GF0874 LAPLACE CORR- 0.10 (seconds) DEFLEC99 GF0874 GEOID HEIGHT- -28.10 (meters) GEOID99 GF0874 GF0874 HORZ ORDER - SECOND GF0874 GF0874.The horizontal coordinates were established by classical geodetic methods GF0874.and adjusted by the National Geodetic Survey in September 1999. GF0874 GF0874.The orthometric height was scaled from a topographic map. GF0874 GF0874.The Laplace correction was computed from DEFLEC99 derived deflections. GF0874 GF0874.The geoid height was determined by GEOID99. GF0874 GF0874; North East Units Scale Converg. GF0874;SPC AR N - 221,432.791 221,834.345 MT 1.00001672 -1 09 16.1 GF0874;UTM 15 - 4,019,116.401 411,665.342 MT 0.99969614 -0 34 57.9 GF0874 GF0874: Primary Azimuth Mark Grid Az GF0874:SPC AR N - LARUE AZ MK 091 54 51.0 GF0874:UTM 15 - LARUE AZ MK 091 20 32.8 GF0874 GF0874|---------------------------------------------------------------------| GF0874| PID Reference Object Distance Geod. Az | GF0874| dddmmss.s | GF0874| CI1847 LARUE AZ MK 0904534.9 | GF0874| CI1849 LARUE RM 1 16.788 METERS 24110 | GF0874| CI1850 LARUE RM 2 18.404 METERS 32556 | GF0874|---------------------------------------------------------------------| GF0874 GF0874 SUPERSEDED SURVEY CONTROL GF0874 GF0874 NAD 83(1997)- 36 18 46.85882(N) 093 59 02.38214(W) AD( ) 2 GF0874 NAD 83(1997)- 36 18 46.86129(N) 093 59 02.38391(W) AD( ) 2 GF0874 NAD 83(1986)- 36 18 46.86157(N) 093 59 02.38367(W) AD( ) 2 GF0874 NAD 27 - 36 18 46.59660(N) 093 59 01.66650(W) AD( ) 2 GF0874 GF0874.Superseded values are not recommended for survey control. GF0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0874.See file dsdata.txt to determine how the superseded data were derived. GF0874 GF0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA1166519116(NAD 83) GF0874_MARKER: DS = TRIANGULATION STATION DISK GF0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GF0874 GF0874 HISTORY - Date Condition Report By GF0874 HISTORY - 1961 MONUMENTED CGS GF0874 HISTORY - 1964 GOOD CGS GF0874 HISTORY - 1988 GOOD USPSQD GF0874 HISTORY - 20030413 GOOD GEOCAC GF0874 GF0874 STATION DESCRIPTION GF0874 GF0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB) GF0874'ABOUT 15 MILES SOUTHWEST OF EUREKA SPRINGS, ABOUT 7-1/2 GF0874'MILES EAST AND 1-1/4 MILES SOUTH OF ROGERS, ABOUT 3 MILES GF0874'SOUTHWEST OF THE VILLAGE OF LARUE, IN THE SOUTH PART OF GF0874'SEC. 17, T. 19 N., R. 28 W., AND ON THE PROPERTY OF MR. HARRY GF0874'E. LEGENDRE. IT IS 60 FEET EAST OF THE CENTERLINE OF A GF0874'GRAVELED ROAD, 57 FEET NORTHEAST OF A WITNESS POST AND 48 GF0874'FEET EAST OF A WIRE FENCE AND AN 8 INCH PINE TREE WITH A GF0874'TRIANGULAR BLAZE ON ITS WEST SIDE. THE MONUMENT IS FLUSH GF0874'AND THE DISK IS STAMPED LARUE 1961. GF0874' GF0874'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 12 AND 23 ABOUT GF0874'11 MILES SOUTH OF EUREKA SPRINGS, GO WESTERLY ON HIGHWAY GF0874'12 (GRAVELED) FOR 6.3 MILES TO THE JUNCTION WITH STATE HIGHWAY GF0874'45. CONTINUE WESTERLY ON HIGHWAY 12 FOR 7.3 MILES TO THE GF0874'LOOKOUT GROCERY STORE AND SERVICE STATION ON THE RIGHT. GF0874'CONTINUE WESTERLY ON HIGHWAY 12 FOR 5.65 MILES TO THE TOP GF0874'OF A HILL AND THE AZIMUTH MARK ON THE RIGHT. CONTINUE GF0874'NORTHWEST ON HIGHWAY 12 FOR 0.1 MILE TO A SIDE ROAD LEFT. TURN GF0874'LEFT AND GO WEST AND SOUTH ON A GRAVELED ROAD FOR 0.2 GF0874'MILE TO A TRIANGULAR BLAZED PINE TREE AND THE STATION GF0874'ON THE LEFT. GF0874' GF0874'REFERENCE MARK 1 IS 45 FEET SOUTH OF THE PINE TREE WITH THE GF0874'TRIANGULAR BLAZE, 16 FEET EAST OF THE CENTERLINE OF THE GF0874'GRAVELED ROAD, 2 FEET NORTH OF THE WITNESS POST AND 1 FOOT GF0874'EAST OF A WIRE FENCE. THE MONUMENT IS FLUSH AND THE DISK GF0874'IS STAMPED LARUE NO 1 1961. GF0874' GF0874'REFERENCE MARK 2 IS 33 FEET NORTH OF THE PINE TREE WITH GF0874'THE TRIANGULAR BLAZE, 19 FEET EAST OF THE CENTERLINE OF GF0874'THE GRAVELED ROAD AND 2 FEET EAST OF THE WIRE FENCE. THE GF0874'MONUMENT IS FLUSH AND THE DISK IS STAMPED LARUE NO 2 1961. GF0874' GF0874'THE AZIMUTH MARK IS 63 FEET NORTHEAST OF THE CENTER OF A GF0874'FIELD ENTRANCE, 27 FEET NORTH OF THE CENTERLINE OF HIGHWAY GF0874'12, 10 FEET NORTHWEST OF A 16 INCH OAK TREE AND 2 FEET NORTH GF0874'OF A WITNESS POST. THE MONUMENT PROJECTS 4 INCHES AND THE GF0874'DISK IS STAMPED LARUE 1961. GF0874' GF0874'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS. GF0874 GF0874 STATION RECOVERY (1964) GF0874 GF0874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AKH) GF0874'THE STATION WAS VISITED 11-20-64 AND THE STATION MARK, AZIMUTH GF0874'MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD GF0874'CONDITION. THE AZIMUTH MARK WAS REQUESTED MOVED AT THIS GF0874'DATE. THIS WAS DONE BY SETING A NEW AZIMUTH MARK ON LINE GF0874'AND 147.0 FEET TOWARD THE STATION FROM THE ORIGINAL MARK. GF0874'THE 1961 DESCRIPTION FOR THE STATION BY R.B.R. IS ADEQUATE GF0874'WITH THE FOLLOWING NEW DESCRIPTION FOR THE RESET AZIMUTH GF0874'MARK. GF0874' GF0874'THE AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION, 40 FEET GF0874'SOUTHEAST OF THE CENTERLINE OF A SURFACED ROAD, 184 FEET GF0874'NORTHWEST OF A GATE AND TOP OF THE HILL, 56 FEET EAST OF A GF0874'TWIN SCRUB OAK TREE AND 1 FOOT SOUTHEAST OF A FENCE LINE AND GF0874'A METAL WITNESS POST. IT IS ON THE NORTHWEST SLOPE OF THE GF0874'HILL. IT IS A STANDARD DISK STAMPED LARUE 1961 RESET 1964, GF0874'SET IN THE TOP OF A CONCRETE POST. GF0874' GF0874'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS. GF0874 GF0874 STATION RECOVERY (1988) GF0874 GF0874'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN) GF0874'RECOVERED IN GOOD CONDITION. GF0874 GF0874 STATION RECOVERY (2003) GF0874 GF0874'RECOVERY NOTE BY GEOCACHING 2003 (CB) GF0874'ONLY STATION WAS RECOVERED. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 GG0608 *********************************************************************** GG0608 DESIGNATION - PEA RIDGE GG0608 PID - GG0608 GG0608 STATE/COUNTY- AR/BENTON GG0608 USGS QUAD - BENTONVILLE NORTH (1982) GG0608 GG0608 *CURRENT SURVEY CONTROL GG0608 ___________________________________________________________________ GG0608* NAD 83(1997)- 36 28 50.76652(N) 094 09 44.19376(W) ADJUSTED GG0608* NAVD 88 - 429. (meters) 1407. (feet) SCALED GG0608 ___________________________________________________________________ GG0608 LAPLACE CORR- -0.04 (seconds) DEFLEC99 GG0608 GEOID HEIGHT- -28.22 (meters) GEOID99 GG0608 GG0608 HORZ ORDER - SECOND GG0608 GG0608.The horizontal coordinates were established by classical geodetic methods GG0608.and adjusted by the National Geodetic Survey in September 1999. GG0608 GG0608.The orthometric height was scaled from a topographic map. GG0608 GG0608.The Laplace correction was computed from DEFLEC99 derived deflections. GG0608 GG0608.The geoid height was determined by GEOID99. GG0608 GG0608; North East Units Scale Converg. GG0608;SPC AR N - 240,381.189 206,235.695 MT 1.00005829 -1 15 29.6 GG0608;SPC MO W - 34,905.290 880,262.813 MT 0.99995246 +0 12 02.9 GG0608;UTM 15 - 4,037,902.761 395,884.215 MT 0.99973355 -0 41 27.9 GG0608 GG0608: Primary Azimuth Mark Grid Az GG0608:SPC AR N - PEA RIDGE AZ MK 096 38 12.5 GG0608:SPC MO W - PEA RIDGE AZ MK 095 10 40.0 GG0608:UTM 15 - PEA RIDGE AZ MK 096 04 10.8 GG0608 GG0608|---------------------------------------------------------------------| GG0608| PID Reference Object Distance Geod. Az | GG0608| dddmmss.s | GG0608| CI1916 PEA RIDGE AZ MK 0952242.9 | GG0608| GG0606 ROGERS MUNICIPAL TANK APPROX.16.2 KM 1682737.3 | GG0608| GG0603 BENTONVILLE MUN STANDPIPE APPROX.12.2 KM 1924415.0 | GG0608| CI1917 PEA RIDGE RM 1 36.928 METERS 22215 | GG0608| CI1918 PEA RIDGE RM 2 34.190 METERS 30611 | GG0608|---------------------------------------------------------------------| GG0608 GG0608 SUPERSEDED SURVEY CONTROL GG0608 GG0608 NAD 83(1997)- 36 28 50.77073(N) 094 09 44.19550(W) AD( ) 2 GG0608 NAD 83(1997)- 36 28 50.77881(N) 094 09 44.19661(W) AD( ) 2 GG0608 NAD 83(1986)- 36 28 50.77945(N) 094 09 44.19540(W) AD( ) 2 GG0608 NAD 27 - 36 28 50.51300(N) 094 09 43.45990(W) AD( ) 2 GG0608 GG0608.Superseded values are not recommended for survey control. GG0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GG0608.See file dsdata.txt to determine how the superseded data were derived. GG0608 GG0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9588437903(NAD 83) GG0608_MARKER: DS = TRIANGULATION STATION DISK GG0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GG0608 GG0608 HISTORY - Date Condition Report By GG0608 HISTORY - 1961 MONUMENTED CGS GG0608 HISTORY - 1989 GOOD USPSQD GG0608 HISTORY - 20030413 GOOD GEOCAC GG0608 GG0608 STATION DESCRIPTION GG0608 GG0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB) GG0608'ABOUT 3 MILES NORTHWEST OF PEA RIDGE, ABOUT 1-1/4 MILES SOUTH GG0608'OF THE ARKANSAS-MISSOURI STATE LINE ON PROPERTY KNOWN LOCALLY GG0608'AS THE KENN ESTATE. IT IS IN THE NORTHWEST 1/4 OF SECTION 22, GG0608'T. 21 N., R. 30 W., 172.3 FEET NORTHWEST OF CENTER OF TRIANGLE GG0608'FORMED BY T-ROAD, 53 FEET WEST OF THE CENTERLINE OF STATE GG0608'ROAD 94, 23 FEET WEST OF WITNESS POST AND FENCE LINE AND 78 GG0608'FEET NORTH OF CENTERLINE OF TRACK ROAD. THE MONUMENT IS GG0608'FLUSH AND THE DISK IS STAMPED PEA RIDGE 1961. GG0608' GG0608'REACH FROM THE JUNCTION OF STATE ROADS 94 AND 72 IN PEA RIDGE, GG0608'GO WEST AND NORTH ON STATE ROAD 94 FOR 0.25 MILE TO THE END GG0608'OF PAVEMENT. CONTINUE NORTH AND WEST ON STATE ROAD 94 FOR 1.25 GG0608'MILES TO A CROSSROAD. TURN RIGHT AND GO NORTH ON STATE GG0608'ROAD 94 FOR 1.45 MILES TO WHERE STATE ROAD 94 TURNS WEST. GG0608'TURN LEFT AND GO WEST ON STATE ROAD 94 FOR 1.05 MILES TO THE GG0608'AZIMUTH MARK ON THE RIGHT. CONTINUE WEST ON STATE ROAD 94 GG0608'FOR 0.25 MILE TO A T-ROAD. TURN RIGHT AND GO NORTH ON STATE GG0608'ROAD 94 FOR ABOUT 170 FEET TO THE STATION ON THE LEFT. GG0608' GG0608'REFERENCE MARK 1 IS 8 FEET SOUTH OF CENTERLINE OF TRACK ROAD, GG0608'1 FOOT NORTH OF WIRE FENCE AND 3 FEET NORTHWEST OF 9 INCH GG0608'OAK TREE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GG0608'PEA RIDGE NO 1 1961. GG0608' GG0608'REFERENCE MARK 2 IS 13 FEET SOUTH OF 14 INCH OAK TREE, 20 FEET GG0608'EAST OF 7 INCH OAK TREE AND 30 FEET NORTHWEST OF A TWIN TRUNK GG0608'OAK TREE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GG0608'PEA RIDGE NO 2 1961. GG0608' GG0608'THE AZ MK IS 2 FT N OF WITNESS POST, 22 FT N OF CENTERLINE OF STATE GG0608'RD 94, 49 FEET SOUTHEAST OF SOUTHEAST CORNER OF FRAME HOUSE GG0608'AND IS ON THE PROPERTY OF MR. LAWERENCE COFFEE. THE MONUMENT GG0608'PROJECTS 3 INCHES AND THE DISK IS STAMPED PEA RIDGE 1961. GG0608' GG0608'DIRECTION TO THE AZIMUTH MARK WAS ESTABLISHED BY PRECISE GG0608'METHODS. GG0608' GG0608'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS. GG0608 GG0608 STATION RECOVERY (1989) GG0608 GG0608'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAN) GG0608'RECOVERED IN GOOD CONDITION. GG0608 GG0608 STATION RECOVERY (2003) GG0608 GG0608'RECOVERY NOTE BY GEOCACHING 2003 (CB) GG0608'STATION GOOD,REFERENCE MARK 2 HAS MOWER BLADE MARKS ACROSS THE GG0608'CAP,STILL LEGABLE.