survey cavewildhorses
centreline
#Kilcorney 1 the Cave of the Wild Horses
#Clare, Ireland
#typed in by Colin Bunce
#typed in on 2010.02.28

data normal from to tape compass clino ignoreall
set names /
#LRUD at FROM station
calibrate compass -1.5

#TB 2008 data begins here
fix 1/0 122200 199330 103

1/0	1/1	5.54	150	-15	1	1.5	0.5	0.5
1/1	1/2	4.85	138	-12	0.6	0	1	0.5
1/2	1/3	10.40	140	-2	1	3	6	1
1/3	1/4	7.29	117	-2	1.2	0	4	1
1/4	1/5	4.18	169	0	0	1.5	1.5	0.6
1/5	1/6	2.55	150	42	2	0	2	0.6
1/6	1/7	3.53	174	16	1	1	11	1
1/7	1/8	4.41	165	-50	1	1.5	11	3
1/8	1/9	2.69	223	-48	1	1	1	2
1/9	1/10	4.68	152	-28	1	0	1	1
1/10	1/11	4.36	234	-10	0	1	0.3	0.6
1/11	1/12	3.10	329	-16	0	0.6	0.8	0.2
1/12	1/13	4.06	321	-2	0.3	0.6	0.5	0.3
1/13	1/14	1.69	249	0	0	1	0.4	1.3
1/14	1/15	5.36	188	-3	0	0.8	0	2
#1/16 does not exist
1/15	1/17	6.13	262	0	0	1	0.3	0.5
1/17	1/18	7.59	199	0	0	1	0.3	1
1/18	1/19	5.14	308	+2	0	2	0.4	1
1/19	1/20	7.47	287	0	1	0.5	0.5	1
1/20	1/21	1.55	209	-12	1	0	0.5	2
1/21	1/22	4.26	326	-10	0	0.6	0.2	1.5
1/22	1/23	3.44	240	0	0.6	0	0.5	0.5
1/23	1/24	2.22	267	3	0	0.6	1.5	1
1/24	1/25	2.56	310	-5	0	0.6	0.6	1.5
1/25	1/26	1.16	029	-5	0	0.6	0.6	1.5
1/26	1/27	3.76	289	-22	0.5	0	0.7	1.5
1/27	1/28	3.61	263	-10	2	1	3	1
#1/28 = right hand bolt  (higher) of ladder belay

equate 1/5 2/0#series 2 is eastern series left
2/0	2/1	2.78	040	-12	0	2	2	1
2/1	2/2	2.55	022	-18	0	0.5	0.3	0.6
2/2	2/3	1.90	040	0	0	0.5	0.3	0.6
2/3	2/4	8.92	310	+2	1	0	0.3	0.6
2/4	2/5	3.98	356	0	0	0.6	0.5	0.3
2/5	2/6	1.86	018	0	0.6	0	0.3	0.3
2/6	2/7	5.50	327	0	0.5	0	0.5	0.5
#2/7					0.5	0	0.5	0.2
#continues very tight towards main entrance, oral connection

equate 2/3 3/0#series 3 and 4 and 5 is eastern series right
3/0	3/1	3.43	156	0	0	1	0.3	0.6
3/1	3/2	2.21	124	+2	1	0	0.5	0.5
3/2	3/3	5.28	160	0	0	1	0.5	0.5
3/3	3/4	3.93	100	-20	2	0	10	1
3/4	3/5	3.19	125	-12	0.6	0.6	1	1
3/5	3/6	7.38	126	-9	0.3	1	2	1
3/6	3/7	4.42	110	-10	0.6	0	0.5	1
3/7	3/8	3.90	159	-10	0	1.5	0.5	2
#3/8					1	0	1	2
#choked rift

equate 3/7 4/04/0	4/1	3.26	085	-30	0.5	1	0.5	2
4/1	4/2	2.16	090	-8	1	2	0.5	1
4/2	4/3	2.11	145	+2	0	1	0.5	0.5
4/3	4/4	3.10	139	+25	0	1	1.5	1
4/4	4/5	4.92	121	0	0.5	0	0	1.5
#4/5					0.5	0.5	0.3	0
#too tight muddy rift ?connects to end chamber

equate 4/2 5/05/0	5/1	3.94	090	0	0.5	0.5	0	0.5
5/1	5/2	4.22	124	0	0	0.6	0.5	0.5
5/2	5/3	2.27	052	-30	2	2	0	1
5/3	5/4	4.00	130	0	0	2	1	0.5
#5/4 not reached	Eastern Series Pitch		2	2	0	~20 & 0.5

equate 1/27 6/0#Into Upper North western passage
6/0	6/1	2.81	016	+10	2	1	3	1
6/1	6/2	1.86	030	-22	0.5	1	0.5	1
6/2	6/3	7.25	306	-2	0.6	0	1.5	1.5
6/3	6/4	2.02	042	0	0	1	2	1
6/4	6/5	3.43	109	+5	0	0.6	0.5	0.5
6/5	6/6	3.26	111	0	1	0.5	2	0
6/6	6/7	3.11	150	+30	0	0.5	4	1
6/7	6/8	5.85	340	-10	2	0	4	1
6/8	6/9	4.86	072	-2	0	2	1	0.6
6/9	6/10	4.67	318	+20	2	0	1.5	0.5
6/10	6/11	7.92	051	+5	2	0	0.3	1.5
6/11	6/12	5.24	358	+5	1	0	1	1
6/12	6/13	5.37	113	+5	1	3	0.3	0.5
6/13	6/14	3.36	059	+23	1	0	2	1
6/14	6/15	5.74	315	0	3	0	0.5	1.5
6/15	6/16	3.20	035	+20	0	0.5	0.5	0
#6/16					0.2	0.2	0.2	0.2

equate 1/18 7/0# Into Bear Chamber
7/0	7/1	4.83	170	0	1	0	0.4	1
7/1	7/2	2.00	130	+10	0.2	0.5	0.3	0.2
7/2	7/3	5.00	145	+4	2	2	1	0

#TB 2008 DATA ENDS HERE

#QC/TC 2010 DATA STARTS HERE

#8/0 is right hand pitch bolt = AB no  1/28
equate 1/28 8/0#lower main series
8/0	8/1	7.83	247	-73	3	0	2	2	#first ledge
8/1	8/2	7.89	000	-90	1	0	3	3
8/2	8/3	9.43	217	-35	0	1	2	2
8/3	8/4	2.5	301	-63	-	-	-	-	#choked sink

#8/2  = 9/0 to Lower Main Junction	0	1	2	2

8/2	9/1	7.02	086	27	0	1	2	2	#main junction
9/1	9/2	25.9	190	-2	0	1	3	1	#thro' rift
9/2	9/3	3.71	337	+9	3	0	5	0.5
9/3	9/4	15.5	220	-3	4	0	3	1	#to pitch bolt
9/4	9/5	17.3	170	-62	0	3	5	1	to bottom of pitch
9/5	9/6	10.45	239	-41	1	1	2	0	to junction
9/6	9/7	2.36	157	-5	1.2	0	0.8	0	thro' silt crawl
9/7	9/8	2.43	095	0	1.2	1.2	0.8	0	larger
9/8	9/9	14.43	196	0	-	-	-	-	to choked end

equate 9/7 10/0#not sure what station these equate to	0.5	1	1	0

10/0	10/1	11.75	235	-5	0	1	0.7	0.2	from junction
10/1	10/2	11.04	236	-2	0	1	2	1	to choked corner
10/2	10/3	3.78	135	-1	0	1	2	0.6	choked corner 2
10/3	10/4	6.15	248	-11	1.2	0.8	0.8	0.3	jn to new connxn to Frog
10/4	10/5	3.25	127	0	0	0.8	0.8	0.3
10/5	10/6	1.17	255	0	1	0	5	0.3
10/6	10/7	6.85	105	0	0.8	0	1	0.5
10/7	10/8	2.05	073	-1	0	1	1	1
10/8	10/9	3.02	240	-35					to silt choke

equate 10/5 11/0#not sure what station these equate to	0.5	0.5	0.5	0.5

11/0	11/1	2.35	257	-25	0.5	0.5	0.5	0.5	down slope
11/1	11/2	2.26	190	-53	0	1	0.5	0.5	thro' choke
11/2	11/3	2.33	258	-67	0	0.5	0.5	0.5	thro' choke	
11/3	11/4	1.30	027	-57	 0	0.5	0.5	0.5	thro' choke
11/4	11/5	8.27	221	-35	0.5	0.5	0.5	0
11/5	11/6	2.37	200	-19	0.5	0.5	0.5	0	to junction
11/6	11/7	10.5	215	-7	0	1.5	1	0.5	to conic junction
11/7	11/8	3.92	348	+20	0	3	1	1	above conic hole
11/8	11/9	5.50	345	-80					bottom of conic

equate 11/8 12/0#not sure what station these equate to	0	3	1	1

12/0	12/1	13.36	203	+24	0	3	1	1	to aven & choke

equate 11/7 13/0#not sure what station these equate to	3	0	2	0.5

13/0	13/1	2.80	052	-14	0	1.5	1	0.5	to bolt into Frog
13/1	13/2	5.82	120	+2	0	2	1	1	into Frog
13/2	13/3	10.37	220	+28	0	2	4	2	Frog
13/3	13/4	3.00	075	+30	1	1	3	0.2	Out of Frog
13/4	13/5	4.5	085	0	to tie in point from wet canal & MF connection

equate 9/1 14/0#From Main Pitch Junction to Gour passage
#not sure what station these equate to	1	0	5	1

14/0	14/1	11.04	004	+19	0	1	0.5	0.7	up mud slope
14/1	14/2	8.7	009	-1	0	1	5	1	high level from here
14/2	14/3	2.63	047	+2	1	0	1	0.5	
14/3	14/4	5.10	353	+8	0	1	1	0.5
14/4	14/5	11.62	073	0	0	1	1	0.5	to junction
14/5	14/6	9.29	065	+7	1	0	1	1	to Gour Passage
14/6	14/7	5.87	071	+7	0	1	2	1	to jn, alt route to Gour
14/7	14/8	14.52	188	-11	1	0	1	1	to Gours
14/8	14/9	12.22	192	-8	1	0	1	1
14/9	14/10	8.5	181	-8					to Gour Pitch bolt
14/7	14/11	10	015	+45

equate 14/6 15/0#not sure what station these equate to	1	0	2	1

15/0	15/1	5.62	339	+15	0	1	2	1
15/1	15/2	4.66	005	+24

#QC/TC 2010 data ends here
#UBSS 1983 reversed data starts here

equate 14/10 17/617/6	17/7	8.2	189	-85			#Base of Gour Pitch
17/7	17/8	7.1	225	-28
17/8	17/9	13.39	235	-35
17/9	17/10	2.61	172	-20
17/10	17/11	1.65	136	0
17/11	17/12	2.84	186	0			#through "36B" squeeze by sump
17/12	17/13	6.26	228	-5
17/13	17/14	4.12	178	-5
17/14	17/15	3	270	0
17/15	17/16	5.58	212	0
17/16	17/17	6.08	142	-5
17/17	17/18	8	160	0
17/18	17/19	7.95	193	0
17/19	17/20	6	354	0			#stream enters too tight after 6m
17/19	17/21	8.85	212	0			#rift
17/21	17/22	8.11	209	0
17/22	17/23	3.21	239	0
17/23	17/24	6.95	169	0
#17/24	17/25	10	124	0			#to sump at station 17/25 see series 19 and 20
17/24	17/26	9.95	221	0			#rift
17/26	17/27	2.65	304	-15
17/27	17/28	13.4	224	0			#gour pools
17/28	17/29	1.85	271	40
17/29	17/30	6	198	0			#stream sinks impassable
17/29	17/31	7.3	280	-5
17/31	17/32	2.62	34	0
17/31	17/32	3.6	305	0
17/32	17/33	3.86	236	0
17/33	17/34	2.28	-	DOWN			#vertically to water level
17/34	17/35	3.7	303	0
17/35	17/36	4.3	358	0
17/36	17/37	4.84	268	0
17/37	17/38	5.81	340	0
17/38	17/39	3.9	298	0
17/39	17/40	1.71	-	UP			#vertically to roof
17/40	17/41	1.57	324	0
17/41	17/42	4.04	229	0
17/42	17/43	3.45	296	0
#17/43 junction with pullthro passage
#UBSS 1983 reversed data ends here

#QC/CB PULLTHRO data starts here
equate 9/4 16/116/1 	16/2 	6.54 	168 	-38 				#16/1 is left hand bolt on 5m pitch
16/2 	16/3 	12.14 	204 	+41 				#16/2 is bolt on fixed rope
16/3 	16/4 	4.26 	092 	-03
16/4 	16/5 	11.52 	230 	+24
16/5 	16/6 	5.81 	261 	+56
16/6 	16/7 	12 	142 	+28
16/6 	16/8 	5.9 	228 	+81 				#16/8 is bolt at top of short climb
16/8 	16/9 	8.59 	230 	+9
16/9 	16/10 	8.9 	189 	0 				#16/10 is bolt at head of 5m pitch
16/10 	16/11 	3.95 	- 	DOWN
16/11 	16/12 	1.45 	232 	-50
16/12 	16/13 	5.82 	284 	-
16/13 	16/14 	3.86 	239 	+2
16/14 	16/15 	2.19 	175 	-23 				#16/15 is bolt at head of 8m pitch
16/15 	16/16 	7.02 	- 	DOWN
16/16 	16/17 	1.27 	202 	-1
16/17 	16/18 	2.96 	116 	-20 				#squeeze
16/18 	16/19 	1.85 	107 	+12
16/19 	16/20 	2.39 	161 	-3
16/20 	16/21 	6.11 	167 	-53
16/21 	16/22 	3.98 	218 	-41
16/22 	16/23 	11.7 	271 	-60
16/23 	16/24 	5.8 	289 	+34
16/24 	16/25 	2.15 	317 	-26
16/25 	16/26 	2.71 	050 	-51
16/26 	16/27 	3.07 	132 	-48
16/27 	16/28 	2.6 	074 	-31
16/28 	16/29 	4.45 	140 	-25
16/1 	16/30 	9.90 	115 	+30
16/30 	16/31 	9.85 	205 	+38 				#to aven like colapse
#QC/CB PULLTHRO data ends here
#16/31 is same as 13/15

equate 5/4 18/0#eastern series below pitch data from RS/QC
18/0	18/1	18	-	DOWN
18/1	18/2	5.5	016	26	
18/2	18/3	4.16	048	0	
18/3	18/4	6	050	0
18/1	18/5	3.8	187	18	
18/5	18/6	14.6	190	-27	
18/6	18/7	3.6	236	0	
18/7	18/8	4.45	202	-3	
18/8	18/9	10.75	221	-5	
18/9	18/10	3.6	251	-3	
18/10	18/11	8.94	207	-44	
18/11	18/12	8.99	215	-3

equate 17/24 19/0#series 19 and 20 are lower gour passage sump extension, data from RS/QC
19/0	19/1	6.27	134	0	1.5	0	0.7	0.1
# above bearing possible blunder altered by QC & GJM
19/1	19/2	10	059	0	1.5	0	0.7	0.1
19/2	19/3	12.47	047	0	1.5	1	0.4	0
19/3	19/4	6.5	055	0	1	1	0.4	0
19/4	19/5	14.37	067	0	2	0	5	0.5
19/5	19/6	4.23	055	0	2	0	5	0.5
19/6	19/7	9.27	035	0	2	0	5	0.5
#19/7		Roomy sump		-	-	-	-

equate 19/4 20/0
20/0	20/1	16.26	215	+20	0	1	5	0.5
20/1	20/2	10.10	208	+40	0	1	6	0.5
20/2	20/3	8.85	208	+10	0	1	5	0.5
20/3	20/4	5.83	210	-10	1	0	3	0.5
#20/4		Loose & horrible but drafting boulder choke

endcentreline
endsurvey