*BEGIN 0841_Fresnedo2
*CS UTM30N
*CS OUT UTM30N
;Created from Survey file on Fri,09 Apr 2004.23:59:21
;Dates surveyed : 910800&920700&930700&940804&950700&040407&040407&040409&040409
;Surveyors      : PS+AQ+Toby+Dennis+Chris Lloyd+Rich Jones+Rich Blake+Simeon+Duncan+AP+Ray+Adam+Julian Todd Becka Lawson Juliette Morse+Neil P+Neil P
;No of stations : 1080
;Plan length    : 6996.43065m
;Traverse length: 7396.98001m

;*FIX 1991S.0 453263 4801416 0130
;*FIX 1991S.0 453161 4801207 0130; --- *FIX coordinates (usually entrances) changed to ETRS89 datum by applying x-102 and y-209 --- March 2014

*FIX 1991S.0 453161 4801207 0128
;+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
;Altitude altered to agree with new digital maps, March 2014
;+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++

; GPS taken summer 2013
*ENTRANCE 1991S.0

*BEGIN 1991S
*DATE 1991.08
0	1	3.70	156.65	-4	;*
1	2	15.70	115.65	1	;*
2	3	13.90	138.65	-3	;*
3	4	10.50	94.65	3	;*
4	5	9.00	-	-V	;*
3	6	5.10	208.65	-12	;*
6	7	2.90	243.65	-8	;*
7	8	3.80	191.65	-5	;*
8	9	3.20	215.65	21	;*
9	10	5.00	6.65	24	;*
2	11	11.00	220.65	6	;*
11	12	1.00	147.65	2	;*
12	13	4.90	192.65	-6	;*
4	14	3.70	162.65	-3	;*
14	15	3.20	39.65	46	;*
15	16	3.90	354.65	17	;*
16	17	2.80	346.65	16	;*
17	18	8.60	3.65	-6	;*
18	19	4.80	23.65	-32	;*
19	20	3.40	80.65	0	;*
20	21	3.20	152.65	7	;*
21	22	2.20	64.65	1	;*
22	23	3.80	98.65	8	;*
23	24	3.10	102.65	44	;*
24	25	7.80	72.65	-9	;*
25	26	7.80	185.65	-4	;*
26	27	7.40	212.65	-8	;*
27	28	7.20	88.65	1	;*
28	29	7.30	103.65	-3	;*
29	30	13.50	114.65	3	;*
30	31	6.90	136.65	-2	;*
31	32	4.90	223.65	-4	;Laredo Junction
18	33	11.50	174.65	1	;*
19	34	4.00	249.65	-2	;*
34	35	11.10	288.65	0	;*
35	36	3.60	317.65	6	;*
24	37	4.80	173.65	28	;*
25	38	8.60	81.65	10	;*
25	39	9.80	11.65	2	;*
39	40	4.40	29.65	-33	;*
40	41	2.30	359.65	-8	;*
41	42	2.10	297.65	-3	;*
42	43	4.00	300.65	17	;*
43	44	5.20	350.65	41	;*
44	45	7.30	67.65	-25	;*
45	46	7.60	116.65	19	;*
46	47	5.70	50.65	32	;*
47	48	10.00	69.65	12	;*
48	49	5.20	351.65	5	;*
49	50	3.90	43.65	6	;*
50	51	4.40	88.65	9	;*
51	52	7.30	67.65	7	;*
52	53	9.60	33.65	5	;*
45	54	4.80	351.65	-1	;*
54	55	3.50	262.65	19	;*
32	56	11.80	279.65	-3	;*
56	57	5.50	241.65	-7	;draught, low crawl
32	58	17.00	186.65	-10	;*
58	59	5.20	214.65	-16	;*
59	60	18.80	206.65	-9	;*
60	61	12.20	67.65	3	;*
61	62	12.00	116.65	1	;*
62	63	20.00	111.65	-1	;*
63	64	13.50	165.65	-5	;*
64	65	20.00	120.65	1	;*
65	66	20.00	103.65	0	;*
66	67	20.00	101.65	-1	;*
67	68	11.70	134.65	-8	;*
68	69	5.50	77.65	0	;*
69	70	15.90	132.65	-2	;*
70	71	9.70	111.65	-3	;*
71	72	7.10	66.65	7	;*
72	73	11.20	116.65	2	;*
73	74	6.50	156.65	-9	;*
74	75	15.30	122.65	0	;*
75	76	3.00	108.65	18	;*
76	77	5.70	188.65	-19	;*
77	78	8.90	171.65	-11	;*
78	79	5.00	118.65	-6	;*
79	80	4.00	171.65	-5	;*
80	81	3.80	120.65	4	;*
81	82	5.60	176.65	2	;*
82	83	4.40	165.65	8	;*
83	84	5.30	44.65	-3	;*
84	85	20.00	47.65	3	;*
85	86	6.10	105.65	6	;*
86	87	4.90	193.65	5	;*
87	88	5.10	67.65	13	;*
88	89	17.00	90.65	-4	;*
89	90	9.90	91.65	5	;*
90	91	6.10	71.65	16	;*
91	92	2.10	139.65	-30	;*
92	93	2.70	94.65	-24	;*
93	94	8.60	91.65	1	;*
94	95	8.70	82.65	3	;*
95	96	5.40	118.65	-2	;*
96	97	12.60	103.65	-3	;*
97	98	9.70	152.65	-11	;*
98	99	15.70	104.65	-1	;*
99	100	20.00	85.65	2	;*
100	101	9.90	124.65	-2	;*
101	102	13.40	88.65	1	;*
102	103	3.80	42.65	8	;*
103	104	7.70	98.65	9	;*
104	105	6.00	88.65	-33	;*
105	106	9.20	57.65	-1	;*
106	107	12.40	103.65	0	;*
107	108	8.90	137.65	-4	;*
108	109	8.60	79.65	2	;*
109	110	9.40	109.65	-3	;*
110	111	7.90	42.65	-1	;*
111	112	5.90	61.65	11	;*
112	113	4.00	44.65	51	;*
113	114	3.70	127.65	42	;*
114	115	19.30	67.65	-8	;*
115	116	12.00	84.65	-19	;*
116	117	13.00	69.65	-2	;*
117	118	14.00	76.65	8	;The Howling
103	119	5.30	293.65	29	;*
119	120	8.90	263.65	16	;*
120	121	7.10	254.65	-34	;*
121	122	6.30	175.65	46	;*
122	123	0.90	23.65	49	;*
123	124	16.10	143.65	-4	;*
124	125	8.80	113.65	13	;*
125	126	8.70	114.65	0	;*
126	127	5.90	96.65	14	;*
127	128	6.90	151.65	3	;*
128	129	13.90	92.65	-2	;*
129	130	7.70	130.65	7	;*
130	131	2.70	94.65	-3	;*
131	132	3.00	61.65	0	;*
132	133	3.90	104.65	-1	;*
133	134	9.40	92.65	3	;*
134	135	14.60	61.65	-4	;*
135	136	2.50	132.65	6	;*
136	137	2.70	107.65	12	;*
137	138	5.60	141.65	7	;*
138	139	1.60	102.65	5	;*
139	140	5.60	126.65	60	;*
140	141	3.60	271.65	51	;*
141	142	4.20	210.65	34	;*
142	143	6.10	25.65	38	;*
143	144	6.30	18.65	28	;*
144	145	15.60	98.65	2	;*
145	146	4.10	40.65	4	;*
146	147	2.80	152.65	-2	;*
147	148	13.00	74.65	4	;*
148	149	8.30	33.65	2	;*
149	150	5.50	26.65	2	;*
150	151	3.30	149.65	-2	;*
151	152	7.30	74.65	-2	;*
152	153	2.30	68.65	-1	;*
153	154	5.20	131.65	0	;*
154	155	7.90	70.65	-8	;*
155	156	11.20	62.65	6	;*
156	157	6.70	2.65	-2	;*
157	158	4.00	35.65	3	;*
142	159	7.50	241.65	20	;*
159	160	10.80	282.65	24	;*
160	161	8.30	228.65	-6	;*
161	162	4.80	209.65	9	;*
162	163	2.00	298.65	6	;*
163	164	8.60	245.65	-2	;*
164	165	15.90	271.65	-1	;*
165	166	9.60	315.65	-6	;*
166	167	7.60	238.65	-5	;*
167	168	3.90	301.65	-2	;*
168	169	2.70	45.65	-10	;*
139	170	1.20	150.65	-5	;*
170	171	4.40	77.65	0	;*
171	172	2.20	143.65	11	;*
172	173	6.70	80.65	0	;*
173	174	2.30	182.65	-11	;*
174	175	1.90	123.65	11	;*
175	176	5.70	58.65	2	;*
176	177	2.80	172.65	-22	;*
177	178	1.60	85.65	-28	;*
178	179	4.70	49.65	18	;*
179	180	7.10	143.65	3	;*
180	181	6.90	170.65	-5	;*
181	182	1.90	116.65	9	;*
182	183	6.10	64.65	-1	;*
183	184	2.10	141.65	4	;*
184	185	5.10	123.65	4	;*
185	186	5.50	56.65	12	;*
121	187	12.90	346.65	31	;*
187	188	9.70	259.65	-22	;*
188	189	16.30	278.65	3	;*
91	190	4.80	90.65	26	;*
190	191	5.20	18.65	49	;*
191	192	5.40	68.65	48	;*
192	193	10.60	336.65	19	;*
193	194	9.40	123.65	-3	;*
194	195	12.50	193.65	0	;*
*END 1991S

*EQUATE 1991S.103 1992S.103
*EQUATE 1991S.78 1992S.78
*EQUATE 1991S.69 1992S.69
*EQUATE 1991S.67 1992S.67
*EQUATE 1991S.62 1992S.62
*EQUATE 1991S.158 1992S.158
*EQUATE 1991S.156 1992S.156
*EQUATE 1991S.189 1992S.189

*BEGIN 1992S
*DATE 1992.08
103	196	1.10	10.80	0	;*
196	197	5.00	-	-V	;ladder p
197	198	9.40	101.80	-11	;*
198	199	5.10	139.80	10	;choke mud
197	200	9.50	316.80	20	;*
200	201	16.30	341.80	9	;*
201	202	10.00	13.80	13	;*
202	203	12.10	340.80	-7	;*
203	204	5.90	74.80	45	;*
204	205	5.50	53.80	9	;*
205	206	5.10	105.80	4	;*
206	207	8.90	40.80	1	;*
207	208	14.10	17.80	2	;*
208	209	4.10	358.80	3	;*
209	210	4.20	33.80	9	;*
210	211	4.80	244.80	36	;*
211	212	3.10	257.80	5	;*
212	213	2.90	329.80	50	;clmb to close down
203	214	5.50	271.80	29	;*
214	215	2.30	264.80	0	;*
215	216	4.50	-	-V	;small stream pass

103	217	9.60	241.80	-10	;*
217	218	3.40	219.80	-57	;*
218	219	1.00	230.80	-25	;*
219	220	3.40	-	-V	;*
220	221	1.50	140.80	0	;*
221	222	3.20	103.80	-12	;*
222	223	2.50	40.80	-26	;*
223	224	6.00	50.80	-13	;*
224	225	8.30	53.80	0	;*
225	226	3.60	57.80	-25	;*
226	227	4.20	312.80	4	;*
227	228	5.50	8.80	-43	;*
228	229	3.40	302.80	-33	;cont down 2m to sump
220	230	0.40	25.80	0	;*
230	231	4.60	-	-V	;*

78	232	8.00	226.80	-5	;*
232	233	2.30	341.80	-20	;*
233	234	2.00	240.80	-58	;*
234	235	3.50	238.80	-33	;*
235	236	3.60	332.80	-40	;small stream pass

69	237	10.20	48.80	10	;*
237	238	5.50	354.80	7	;*
238	239	3.80	82.80	4	;boulder choke

67	240	7.80	16.80	8	;*
240	241	6.00	337.80	4	;*
241	242	5.00	10.80	9	;*
242	243	4.00	336.80	5	;*
243	244	6.20	45.80	16	;boulder choke

62	245	8.20	354.80	6	;*
245	246	4.30	85.80	18	;*
246	247	4.70	15.80	0	;*
247	248	3.20	91.80	9	;*
248	249	3.50	35.80	12	;*
249	250	7.10	84.80	8	;*
250	251	11.60	60.80	6	;*
251	252	6.60	31.80	9	;*
252	253	13.40	141.80	4	;*
253	254	5.00	43.80	4	;*
254	255	4.80	22.80	16	;*
255	256	5.10	322.80	0	;*
256	257	4.00	351.80	15	;*
257	258	4.60	24.80	20	;*
258	259	8.40	41.80	15	;too tight
245	260	3.70	6.80	2	;undescended 4m p

158	261	20.80	344.80	-33	;base chmbr; p top
261	262	6.50	-	-V	;blind p base
261	263	13.60	304.80	28	;*
263	264	8.00	331.80	20	;*
264	265	3.20	33.80	12	;*
265	266	5.50	334.80	7	;*
266	267	8.00	274.80	5	;*
267	268	3.70	249.80	2	;*
268	269	2.00	-	+V	;*
269	270	2.70	340.80	0	;*
270	271	7.90	336.80	-6	;*
271	272	5.00	26.80	1	;*
272	273	9.40	328.80	-1	;*
273	274	2.70	265.80	-12	;*
274	275	5.30	255.80	-3	;*
275	276	7.70	345.80	3	;*
276	277	10.40	22.80	-2	;*
277	278	4.10	1.80	-22	;*
278	279	4.00	243.80	-11	;*
279	280	5.90	294.80	4	;*
280	281	3.20	17.80	5	;*
281	282	6.90	308.80	-15	;*
282	283	1.70	346.80	-7	;*
283	284	6.00	319.80	36	;*
284	285	7.60	6.80	1	;*
285	286	2.90	241.80	6	;*
286	287	7.20	7.80	-18	;*
287	288	5.00	293.80	32	;*
288	289	6.00	338.80	-12	;*
289	290	3.00	253.80	-3	;*
290	291	3.70	347.80	17	;*
291	292	7.60	279.80	23	;*
292	293	3.30	325.80	-24	;*
293	294	3.20	221.80	-1	;*
294	295	8.00	291.80	7	;*
295	296	8.90	345.80	23	;*
295	297	8.30	187.80	10	;*
297	298	7.10	145.80	20	;clmb down to imm strway; too tght
298	299	0.10	-	+V	;*
297	300	9.60	338.80	7	;*

279	301	4.40	332.80	30	;*
301	302	5.00	58.80	-3	;*
302	303	3.40	6.80	7	;junction
303	304	4.10	285.80	-4	;*
303	305	4.30	25.80	20	;*
305	306	3.00	126.80	-65	;*
306	307	3.50	276.80	-65	;*
307	308	2.30	333.80	-19	;*
308	309	4.60	30.80	8	;*
309	310	6.40	316.80	4	;*
310	311	0.80	29.80	10	;*
311	312	4.00	304.80	62	;*
312	313	3.80	.80	19	;*
313	314	3.20	338.80	29	;*
314	315	5.30	18.80	-4	;*
315	316	3.10	310.80	3	;*
316	317	5.50	333.80	14	;*
317	318	10.30	24.80	6	;*
318	319	1.00	334.80	-9	;*
319	320	3.90	26.80	2	;*
320	321	6.00	11.80	10	;6m rift p with traverse
321	322	5.10	-	-V	;pitch base
322	323	3.90	159.80	-35	;*
323	324	1.90	222.80	-3	;*
324	325	2.00	278.80	10	;*
325	326	2.90	352.80	-72	;*
326	327	2.30	338.80	0	;*
327	328	2.40	312.80	4	;*
328	329	2.30	7.80	-3	;*
329	330	2.60	153.80	-12	;*
330	331	0.70	-	-V	;*
331	332	2.70	257.80	-22	;*
332	333	0.70	309.80	54	;lip of drop
333	334	3.40	-	-V	;pendulum point
334	335	1.60	355.80	0	;passage mouth
335	336	2.40	285.80	17	;*
336	337	2.50	320.80	2	;stn 33
337	338	3.70	36.80	-4	;*
338	339	4.30	52.80	-3	;*
339	340	4.00	33.80	0	;*
340	341	3.40	80.80	0	;*
341	342	7.90	97.80	6	;*
342	343	3.00	61.80	5	;*
343	344	2.30	129.80	-21	;junction stn 20
344	345	5.50	114.80	8	;*
345	346	20.00	140.80	-1	;*
346	347	4.50	189.80	-4	;*
347	348	6.40	116.80	-1	;stn 16
348	349	2.80	38.80	-1	;*
349	350	25.70	111.80	-1	;*
350	351	4.10	218.80	-5	;*
351	352	4.10	285.80	-4	;stn 12
352	353	6.00	213.80	-6	;*
353	354	16.40	104.80	-3	;*
354	355	9.40	201.80	-5	;*
355	356	8.60	248.80	1	;stn 8
356	357	6.90	230.80	-5	;*
357	358	13.10	145.80	-8	;*
358	359	3.80	185.80	17	;*
359	360	1.30	94.80	6	;*
360	361	4.40	151.80	-15	;*
361	362	4.20	240.80	-19	;*
362	363	10.70	264.80	-3	;*
363	364	3.30	318.80	3	;cont dig; echo from floor; slight draught
344	365	9.80	50.80	6	;*
365	366	6.50	4.80	1	;*
366	367	7.70	303.80	-2	;*
367	368	9.00	51.80	2	;*
368	369	3.00	27.80	0	;*
369	370	11.00	279.80	-1	;8m on 240 on mud
337	371	2.80	256.80	-1	;*
371	372	3.40	311.80	6	;needs hammering; walk size pass ahead

156	373	6.30	235.80	-10	;*
373	374	6.10	193.80	-8	;*
374	375	3.40	120.80	-12	;*
375	376	4.80	74.80	-1	;*
376	377	3.40	88.80	2	;*
377	378	3.80	25.80	2	;*
378	379	2.40	73.80	-10	;*
379	380	11.00	-	-V	;streamway too tight

362	381	0.50	-	+V	;*
381	382	3.60	170.80	-2	;*
382	383	2.40	135.80	66	;Mistral Squeeze
383	384	1.70	117.80	19	;side passage
384	385	5.20	115.80	7	;*
385	386	10.20	107.80	10	;junction marked 35; middle of stal
386	387	8.80	84.80	5	;*
387	388	4.20	73.80	-14	;*
388	389	7.00	83.80	-4	;junction marked 32
389	390	2.90	69.80	-18	;*
390	391	21.50	74.80	-27	;Ecstacy Chamber
391	392	23.10	44.80	-9	;*
392	393	19.50	13.80	-17	;*
393	394	11.70	54.80	-3	;rift
394	395	4.50	25.80	-16	;5 way junction
395	396	7.90	62.80	-8	;*
396	397	12.70	116.80	1	;main rift above
397	398	17.90	98.80	3	;junction 23; passage above and below
398	399	3.10	200.80	7	;*
399	400	6.10	129.80	5	;junction 21
400	401	5.30	80.80	5	;*
401	402	6.80	108.80	4	;*
402	403	4.00	59.80	-2	;*
403	404	6.50	62.80	3	;*
404	405	11.40	73.80	10	;tall rift
405	406	9.30	126.80	-5	;*
406	407	10.50	137.80	7	;*
407	408	5.80	219.80	-2	;junction 13
408	409	5.50	132.80	34	;*
409	410	4.40	165.80	34	;passage above
410	411	5.80	144.80	25	;*
411	412	9.30	113.80	6	;nice - very nice stals
412	413	16.20	163.80	-14	;*
413	414	6.60	208.80	-26	;junction complex
414	415	9.80	118.80	13	;*
415	416	19.00	78.80	15	;*
416	417	11.10	97.80	12	;*
417	418	18.70	91.80	4	;*
418	419	9.00	111.80	4	;junction - 200m still going
419	420	10.00	82.80	18	;bat skels
420	421	13.40	95.80	16	;mud choke; no draught
419	422	6.20	190.80	-5	;*
422	423	16.20	277.80	-9	;*
423	424	6.00	164.80	-9	;*
424	425	16.00	117.80	-15	;*
425	426	7.40	200.80	-49	;*
426	427	6.20	110.80	2	;stn 6
427	428	11.60	94.80	5	;*
428	429	8.60	157.80	-2	;*
429	430	5.90	177.80	-6	;*
430	431	7.70	137.80	-3	;stn 10
431	432	10.30	51.80	0	;*
432	433	12.90	101.80	9	;*
433	434	12.00	97.80	6	;bypass to oxbow
434	435	7.50	148.80	13	;*
435	436	7.10	130.80	-15	;stn 15 junction (14)
436	437	6.60	92.80	-3	;route middle height
437	438	5.90	67.80	22	;junction (16)
438	439	8.80	95.80	2	;2c climb
439	440	6.80	100.80	9	;rift down to water 18
440	441	5.60	185.80	-15	;stn 20 junction 19 oxbow & to chambers
441	442	20.00	109.80	1	;junction below
442	443	18.30	107.80	0	;*
443	444	3.60	172.80	2	;junction (23) projection on ceiling
444	445	11.30	100.80	-4	;*
445	446	8.60	151.80	4	;*
446	447	9.40	103.80	0	;*
447	448	13.40	125.80	-1	;26 oxbow start?
448	449	6.40	81.80	7	;along lower levl
449	450	8.50	130.80	3	;*
450	451	9.50	136.80	-7	;(29) junction to blind chamber
451	452	7.60	109.80	2	;*
452	453	3.70	119.80	33	;block chamber
453	454	4.50	102.80	-1	;32 on boulder
454	455	6.20	11.80	48	;(34) junction in chamber
454	456	2.90	76.80	4	;junction 35
456	457	6.00	123.80	-28	;*
457	458	7.40	122.80	3	;*
458	459	6.90	63.80	12	;*
459	460	5.50	146.80	-8	;38 holes to upper level
460	461	8.80	168.80	4	;*
461	462	10.30	75.80	-2	;*
462	463	9.50	133.80	0	;*
463	464	10.00	180.80	-3	;(43) junction
464	465	19.30	104.80	1	;straight rift / joint
465	466	12.70	164.80	2	;junction 45
466	467	7.00	105.80	-5	;46 junction
467	468	7.10	109.80	10	;*
468	469	6.50	150.80	-2	;47 junction oxbow?
469	470	5.80	147.80	-5	;*
470	471	12.40	172.80	-3	;49 junction
471	472	8.20	98.80	7	;*
472	473	20.00	44.80	1	;rift 4m upwards
473	474	5.30	96.80	1	;calcite
474	475	5.50	122.80	-1	;53 junction
475	476	4.50	90.80	2	;up to aven
476	477	9.70	93.80	5	;*
477	478	13.40	139.80	0	;low
478	479	20.00	167.80	-3	;crawls to gypsum flowers
479	480	20.00	94.80	3	;*
480	481	14.70	95.80	12	;junction 59 oxbow
481	482	11.80	175.80	-10	;*
482	483	12.40	210.80	1	;61 junction oxbow
483	484	8.60	147.80	-3	;*
484	485	14.50	101.80	-1	;63 junction
485	486	6.70	146.80	-2	;junction 65
486	487	3.00	83.80	5	;*
487	488	20.00	162.80	1	;joint/rift wet mud
488	489	11.20	86.80	-3	;67 junction
489	490	6.50	73.80	-2	;*
490	491	9.10	131.80	6	;*
491	492	15.00	167.80	0	;70 junction above
492	493	8.50	135.80	3	;wet mud
493	494	17.10	175.80	4	;wet mud
494	495	9.00	143.80	-1	;*
495	496	3.20	124.80	-12	;74 junction
496	497	20.00	94.80	1	;sandy rift
497	498	4.90	95.80	18	;stn 77

395	499	7.60	187.80	42	;LEG 26 - 1
499	500	9.90	59.80	23	;*
500	501	7.10	89.80	2	;*
501	502	4.90	16.80	-7	;*
502	503	19.30	95.80	5	;*
503	504	6.40	114.80	-20	;*
504	505	6.50	126.80	-1	;*
505	506	13.50	88.80	4	;hole in floor to lower level
506	507	8.10	74.80	11	;*
507	508	2.70	19.80	-25	;*
508	509	8.10	97.80	-27	;known survey station

414	510	7.90	120.80	-26	;stn 7 to 12 into lower level
510	511	5.20	132.80	-16	;*
511	512	2.80	98.80	-1	;*
512	513	6.90	63.80	5	;*
513	514	2.80	117.80	0	;*
514	515	3.90	170.80	10	;*
515	516	4.90	125.80	0	;*
516	517	4.10	70.80	-1	;*
517	518	13.60	120.80	-2	;*
518	519	5.40	205.80	6	;*
519	520	7.90	106.80	1	;*
520	521	6.00	135.80	7	;*
521	522	9.90	95.80	0	;C Lloyd stn 5

455	523	3.00	103.80	19	;*
523	524	12.10	101.80	5	;*
524	525	24.50	104.80	11	;*
525	526	8.00	134.80	1	;*
526	527	20.10	99.80	6	;*
527	528	3.70	159.80	-5	;*
528	529	16.70	104.80	3	;*
529	530	16.80	137.80	0	;*
530	531	10.20	68.80	7	;*
531	532	21.50	139.80	-3	;*

498	533	2.90	103.80	-37	;*
533	534	20.00	142.80	-	;*
534	535	9.90	157.80	1	;sandy floor
535	536	6.00	246.80	-7	;junction 2 way
536	537	10.30	173.80	-6	;*
537	538	4.80	152.80	9	;*
538	539	6.00	224.80	4	;*
539	540	6.00	257.80	-7	;*
540	541	12.00	112.80	2	;dry mud
541	542	5.80	125.80	3	;*
542	543	8.70	102.80	0	;low crawl on left to oxbow
543	544	3.00	192.80	4	;*
544	545	10.40	223.80	-2	;*
545	546	12.30	126.80	2	;cracked mud floor
546	547	5.40	184.80	-3	;*
547	548	8.50	104.80	2	;*
548	549	3.40	134.80	1	;*
549	550	11.60	98.80	-	;*
550	551	12.40	124.80	5	;*
551	552	7.20	203.80	-11	;big junction
552	553	6.00	92.80	3	;*
553	554	9.50	40.80	-22	;mud slope to stream stn 22 marked on roof
554	555	20.00	83.80	3	;upstream; chokes downstream
555	556	10.70	65.80	3	;junction on right
556	557	20.00	32.80	5	;*
557	558	6.30	34.80	0	;termination
556	559	2.20	25.80	13	;*
559	560	11.60	94.80	13	;*
560	561	9.50	73.80	6	;dry bypass
561	562	8.00	115.80	8	;*
562	563	13.50	77.80	4	;*
563	564	20.00	104.80	3	;*
564	565	10.00	131.80	6	;*
565	566	19.00	221.80	-5	;*
566	567	9.30	182.80	-6	;sandy crawl
567	568	20.00	133.80	0	;sandy crawl
568	569	20.00	102.80	3	;*
569	570	8.90	111.80	-46	;junction

569	571	15.30	105.80	-1	;streamway
571	572	8.00	103.80	-19	;*
572	573	9.60	101.80	2	;bottom of chamber
573	574	12.90	122.80	-9	;*
574	575	13.80	99.80	6	;junction up aven?
575	576	5.60	113.80	-25	;*
576	577	20.00	103.80	1	;sump
577	578	7.00	104.80	0	;tall rift
578	579	9.70	53.80	2	;stream in bottom
579	580	20.00	48.80	-1	;*
580	581	16.00	76.80	2	;*
581	582	15.00	44.80	1	;*
582	583	8.20	71.80	6	;*
583	584	2.60	15.80	1	;*
584	585	2.50	307.80	27	;*
585	586	3.60	50.80	-10	;*
586	587	6.40	83.80	1	;*
587	588	5.20	42.80	14	;cascade
588	589	4.60	73.80	8	;*
589	590	3.00	39.80	28	;bigger above?
590	591	4.80	96.80	5	;*
591	592	7.80	84.80	2	;*
592	593	4.00	351.80	31	;pool below
593	594	5.00	43.80	17	;2m falls
594	595	2.10	62.80	13	;*
595	596	1.50	49.80	6	;*
596	597	4.20	86.80	2	;*
597	598	3.60	27.80	20	;*
598	599	1.90	49.80	13	;*
599	600	3.60	7.80	14	;big blocks 4m up rift
600	601	4.50	72.80	8	;*
601	602	6.10	42.80	2	;rift and stream continuing
602	603	4.20	101.80	4	;*
603	604	2.00	30.80	17	;*
604	605	3.70	11.80	7	;*
605	606	16.80	49.80	7	;junction
606	607	4.90	354.80	40	;*
607	608	7.40	15.80	0	;*
608	609	5.40	36.80	38	;up through
609	610	13.00	40.80	18	;Standing Death
610	611	6.60	95.80	1	;centre of Henry Chamber
611	612	7.10	95.80	-31	;*

605	613	5.00	128.80	22	;up streamway
613	614	4.60	51.80	11	;rift; nice calcite bottom
614	615	1.70	95.80	4	;*
615	616	5.40	56.80	13	;*
616	617	2.00	78.80	-10	;*
617	618	2.40	164.80	8	;passage up on left chokes
618	619	5.80	199.80	34	;*
619	620	13.00	100.80	-5	;stn 87 calcite flow
620	621	7.00	97.80	5	;*
621	622	2.00	134.80	14	;deep pool
622	623	4.60	146.80	0	;*
623	624	16.40	60.80	-3	;stn 91; nice stal; possible climb
624	625	17.60	50.80	3	;Inlet and R small
625	626	8.60	44.80	1	;oxbow on right
626	627	3.40	68.80	10	;*
627	628	6.00	34.80	27	;*
628	629	5.70	67.80	-14	;*
629	630	0.60	-	+V	;*
630	631	3.30	91.80	5	;through boulder choke
631	632	3.00	57.80	8	;*
632	633	2.70	33.80	-32	;*
633	634	6.70	72.80	4	;*
634	635	3.30	66.80	29	;big high passage
635	636	2.70	104.80	21	;*
636	637	20.00	52.80	10	;along breakdown
637	638	4.00	95.80	-1	;terminal breakdown 8m on

391	639	11.40	147.80	-33	;top of boulder choke
639	640	2.70	-	-V	;*
640	641	3.30	93.80	-43	;bottom of boulder choke
641	642	15.10	270.80	-5	;*
642	643	4.80	247.80	10	;*
643	644	2.90	230.80	-10	;*
644	645	3.00	208.80	0	;*
645	646	6.40	244.80	23	;over boulders in rift
646	647	6.70	190.80	-24	;*
647	648	9.40	282.80	19	;start of big chamber
648	649	20.70	239.80	8	;*
649	650	5.90	273.80	-11	;base of 4ft stal
650	651	9.20	234.80	-23	;top of boulder choke
651	652	4.90	280.80	-62	;*
652	653	11.60	252.80	-7	;*
653	654	9.70	199.80	9	;The Howling

552	655	5.40	59.80	80	;stn 20 to 1
655	656	8.60	57.80	7	;*
656	657	6.30	54.80	-7	;*
657	658	15.60	359.80	1	;*
658	659	4.30	329.80	2	;*
659	660	5.30	336.80	-4	;*
660	661	7.50	342.80	4	;*
661	662	8.40	276.80	-6	;*
662	663	7.00	233.80	-27	;*
663	664	7.60	334.80	3	;*
664	665	6.20	244.80	-15	;*
665	666	5.20	333.80	1	;*
666	667	7.10	289.80	-12	;*
667	668	4.20	336.80	-2	;*
668	669	12.80	293.80	-1	;*
669	670	4.00	28.80	1	;*
670	671	11.00	277.80	-1	;*
671	672	5.80	200.80	-41	;is station 536

532	673	11.10	128.80	-7	;stn 25 to 1; across chamber
673	674	5.60	26.80	61	;*
674	675	11.50	128.80	-67	;*
675	676	8.00	110.80	47	;*
676	677	9.50	103.80	10	;*
677	678	15.10	89.80	8	;*
678	679	7.30	133.80	-2	;*
679	680	10.90	93.80	2	;*
680	681	3.60	131.80	-12	;*
681	682	14.30	114.80	0	;*
682	683	20.00	99.80	-2	;*
683	684	14.30	167.80	-4	;*
684	685	12.90	77.80	-2	;*
685	686	20.50	112.80	-6	;draughting mud dig
686	687	5.00	243.80	-8	;*
687	688	9.00	147.80	-7	;*
688	689	13.00	249.80	-9	;*
689	690	20.00	166.80	-12	;*
690	691	11.80	168.80	-22	;*
691	692	4.70	-	-V	;leg on main passage
685	693	5.00	102.80	0	;*
693	694	6.80	85.80	1	;*
694	695	4.90	351.80	-4	;*
695	696	4.00	36.80	7	;gypsum crystals; sandy floor to stn 9
696	697	11.40	342.80	2	;*
697	698	8.30	41.80	2	;*
698	699	5.50	1.80	-5	;*
699	700	8.30	44.80	-4	;*
700	701	15.30	34.80	1	;stn 8 slots down to stream
701	702	4.10	103.80	2	;along rift
702	703	2.50	47.80	-43	;into lower level
703	704	5.60	358.80	10	;along rocky floor
704	705	11.30	35.80	12	;*
705	706	10.50	44.80	20	;*
706	707	16.05	48.80	5	;*
707	708	15.75	43.80	14	;stream visible
708	709	5.95	24.80	11	;*
709	710	3.00	58.80	14	;*
710	711	19.90	50.80	11	;*
711	712	14.50	33.80	18	;*
712	713	4.60	44.80	0	;*
713	714	8.60	324.80	5	;stal at stn 21
714	715	20.00	43.80	12	;*
715	716	16.00	40.80	15	;*
716	717	8.40	53.80	-2	;*
717	718	3.10	24.80	1	;4m to 4.2 waterfall; climb up into big passage

467	719	11.10	54.80	6	;*
719	720	4.55	5.80	5	;*
720	721	3.00	79.80	-10	;*
721	722	14.50	48.80	6	;potential climb up calcite flows
722	723	6.70	84.80	6	;*
723	724	10.00	54.80	15	;*
724	725	5.75	91.80	-1	;*
725	726	5.80	44.80	8	;*
726	727	7.10	40.80	29	;gypsum crystals
727	728	5.30	50.80	-9	;*
728	729	3.70	43.80	4	;boulder choke draughting

189	730	5.50	-	+V	;climb
730	731	5.90	278.80	10	;*
731	732	5.40	262.80	2	;*
732	733	3.10	216.80	30	;*
733	734	4.10	118.80	30	;*
734	735	4.20	136.80	41	;*
735	736	4.70	52.80	33	;*
736	737	2.50	65.80	0	;*
737	738	4.80	70.80	-23	;*
738	739	8.30	127.80	18	;*
739	740	12.30	141.80	4	;*
740	741	5.50	106.80	10	;*
741	742	3.80	159.80	27	;*
742	743	2.70	231.80	52	;*
743	744	6.60	273.80	17	;*
744	745	4.30	315.80	5	;*
745	746	6.00	259.80	20	;*
746	747	10.10	296.80	2	;*
747	748	13.85	250.80	20	;*

729	749	3.30	43.80	9	;*
749	750	2.20	66.80	12	;Situation Normal
750	751	3.50	60.80	28	;*
751	752	6.30	61.80	10	;*
752	753	3.50	165.80	62	;stn 47 junction; stream below
753	754	8.20	54.80	22	;*
754	755	3.00	41.80	40	;through squeeze; stn 41 junction
755	756	15.10	44.80	9	;*
756	757	16.00	56.80	7	;*
757	758	8.30	42.80	28	;boulder squeeze
758	759	8.40	31.80	6	;climb up on R
759	760	20.00	56.80	38	;stn 36; junction
760	761	5.00	70.80	37	;end below boulder choke
755	762	12.00	203.80	35	;*
762	763	20.00	236.80	-11	;gypsum crystals everywhere
763	764	10.30	232.80	-12	;choked

435	765	8.20	21.80	37	;*
765	766	9.30	73.80	24	;nice stal chamber
766	767	7.30	93.80	12	;*
767	768	20.00	106.80	8	;wide muddy crawl
768	769	2.30	78.80	10	;*
769	770	6.70	118.80	2	;small stal chamber
770	771	3.30	93.80	-20	;*
771	772	3.00	32.80	0	;*
772	773	14.00	92.80	8	;*
773	774	11.20	148.80	-7	;dry mud crawl
774	775	7.40	194.80	-11	;stn 25 junction
775	776	12.30	267.80	-10	;*
776	777	8.40	300.80	-3	;*
777	778	4.40	240.80	-15	;*
778	779	2.20	249.80	-30	;squeeze
779	780	4.00	226.80	-16	;*
780	781	8.30	287.80	-18	;stn 19; junction
781	782	1.00	332.80	0	;stn 19 of Aug 3rd

408	783	12.00	249.80	-7	;stn 1; rat skeleton
783	784	7.20	183.80	-1	;sandy floor
784	785	8.00	115.80	0	;*
785	786	9.50	126.80	0	;*
786	787	14.10	117.80	3	;*
787	788	6.70	191.80	-6	;*
788	789	8.20	120.80	-15	;stn 7; junction
789	790	7.50	98.80	1	;*
790	791	7.00	55.80	5	;*
791	792	1.20	116.80	5	;from stn 10 climb up
792	793	4.10	165.80	0	;*
793	794	5.10	114.80	2	;*
794	795	4.20	67.80	-5	;*
795	796	13.20	120.80	1	;*
796	797	7.90	204.80	4	;*
797	798	7.70	111.80	-3	;*
798	799	5.50	133.80	12	;*
799	800	10.10	119.80	0	;ties into stn 5 Aug 3rd
*END 1992S

*EQUATE 1991S.97 1993S.97
*EQUATE 1991S.85 1993S.85
*EQUATE 1991S.60 1993S.60
*EQUATE 1992S.742 1993S.742
*EQUATE 1992S.739 1993S.739
*EQUATE 1992S.610 1993S.610
*EQUATE 1992S.491 1992S.692

*BEGIN 1993S
*DATE 1993.08
97	801	2.80	290.95	0	;*
801	802	12.20	335.95	14	;*
802	803	1.80	-	+V	;*
803	804	1.80	230.95	-10	;*
804	805	3.60	316.95	-5	;*
805	806	4.40	45.95	22	;*
806	807	9.30	313.95	-1	;base of slope to Two Ways in Chamber
805	808	8.50	260.95	10	;mud & stal blockage

85	809	5.60	339.95	5	;squeeze into chamber
809	810	2.80	260.95	25	;*
810	811	7.90	299.95	12	;*
811	812	14.49	196.94	2	;base of mud climb
811	813	7.40	5.95	-20	;top of 5m blind drop
813	814	5.00	-	-V	;base of blind drop

60	815	11.20	211.95	-3	;*
815	816	7.00	240.95	-10	;pas to left divides and closes down
816	817	4.50	290.95	0	;*
817	818	5.50	276.95	-5	;*
818	819	9.00	217.95	0	;*
819	820	5.00	269.95	-26	;*
820	821	1.70	276.95	-20	;*
821	822	2.50	292.95	-3	;*
822	823	2.50	265.95	-3	;muddy passage continues up to left
823	824	4.10	358.95	40	;notable mud formations
824	825	8.80	49.95	42	;top of worthwhile hading rift

742	826	2.70	-	+V	;top of climb
826	827	8.80	100.95	4	;*
827	828	6.80	192.95	0	;*
828	829	5.30	80.95	6	;*
829	830	5.30	179.95	9	;junction
830	831	9.90	100.95	1	;*
831	832	7.40	177.95	-2	;*
832	833	5.30	145.95	-1	;start of crawl - no draught
830	834	6.50	233.95	24	;*
834	835	7.00	193.95	22	;*

739	836	13.36	311.95	7	;junction (stn 6)
836	837	10.65	265.95	-3	;junction (stn 5)
837	838	3.10	280.95	23	;*
838	839	7.50	246.95	49	;*
839	840	5.10	285.95	-1	;*
840	841	4.60	315.95	5	;*
841	842	8.70	300.95	-1	;pitch head into Paul's Chamber
837	843	3.63	172.95	-1	;*
843	844	3.40	277.95	-9	;*
844	845	5.23	239.95	-13	;*
845	846	3.38	267.95	-6	;*
846	847	3.27	255.95	-6	;*
847	848	2.60	151.95	2	;*
848	849	3.35	75.95	24	;*
849	850	2.60	161.95	2	;*
850	851	1.80	75.95	2	;*
851	852	2.30	137.95	-11	;*
852	853	2.10	174.95	-2	;*
853	854	2.90	94.95	-14	;*
854	855	3.97	119.95	10	;*
855	856	2.10	163.95	-7	;base of aven draughting upwards

836	857	2.60	275.95	-10	;*
857	858	4.90	340.95	-11	;*
858	859	4.60	5.95	16	;*
859	860	3.70	345.95	10	;*
860	861	9.60	245.95	0	;*
861	862	2.80	303.95	-20	;*
862	863	3.80	235.95	-7	;*
863	864	2.30	304.95	0	;*
864	865	3.30	305.95	1	;*
865	866	4.70	273.95	-7	;*
866	867	3.30	286.95	25	;chmbr has 20m crwl to vrius leads
867	868	2.10	184.95	4	;*
868	869	1.50	190.95	20	;squeeze
869	870	3.20	159.95	30	;*
870	871	3.40	195.95	6	;*
871	872	6.00	326.95	7	;alcove pitch into Paul's Chamber

610	873	4.20	30.95	-4	;across chamber
873	874	6.10	-	-V	;*
874	875	7.90	95.95	11	;streamway
875	876	2.30	20.95	5	;*
876	877	4.40	40.95	5	;*
877	878	5.80	98.95	8	;*
878	879	6.30	35.95	19	;*
879	880	3.70	105.95	-3	;*
880	881	4.50	145.95	25	;enter chamber Tandoori Palace
881	882	3.60	80.95	19	;cairn

610	883	8.10	105.95	2	;edge of chamber
883	884	8.50	88.95	15	;climb down & up about 4m
884	885	4.20	140.95	61	;up muddy choke

867	886	1.70	34.95	14	;*
886	887	4.45	81.95	-2	;*
887	888	2.40	56.95	6	;*
888	889	1.90	6.95	-70	;*
889	890	3.90	56.95	5	;junction unsurveyed hole in floor
890	891	2.10	36.45	21	;*
891	892	6.10	94.45	21	;*
892	893	4.00	314.65	6	;*
893	894	6.90	332.45	6	;*
894	895	2.90	44.95	11	;*
895	896	4.18	315.15	1	;*
896	897	9.25	49.95	6	;far side of pitch - junction stn 10
897	898	3.20	46.95	25	;*
898	899	3.20	105.95	7	;*
899	900	3.10	35.95	-34	;wee climby thing
900	901	3.80	335.95	0	;*
901	902	3.10	33.95	4	;*
902	903	2.80	83.45	35	;wee climby thing
903	904	2.80	87.45	8	;*
904	905	7.30	17.95	2	;*
905	906	8.90	5.15	8	;*
906	907	9.20	359.95	13	;ends in choke no draught
897	908	6.00	267.45	-61	;stal boss at junction
908	909	1.10	32.95	0	;*
909	910	3.70	270.95	-31	;*
910	911	6.40	321.45	0	;stn D junction
911	912	22.80	287.95	13	;stn B middle of chamber cairn junction
912	913	13.10	274.45	36	;top of mud slope
912	914	26.20	45.95	-5	;choke
911	915	2.10	142.45	2	;*
915	916	6.10	176.45	-47	;dig through
916	917	6.60	198.95	-23	;mud slope
917	918	12.20	152.95	-20	;Z dig draughts in mud
*END 1993S

*EQUATE 1993S.912 1994S.912

*BEGIN 1994S
*DATE 1994.08
912	919	5.60	70.10	9	;to base of p
919	920	9.60	-	+V	;*
920	921	2.60	83.10	16	;*
921	922	5.10	61.10	14	;cl L of hole
922	923	6.40	26.10	53	;muddy cl
923	924	11.00	7.10	18	;phreatic pass; mud chk; no draught
*END 1994S

*EQUATE 1993S.842 1995S.842
*EQUATE 1991S.192 1995S.192

*BEGIN 1995S
*DATE 1995.08
842	925	3.10	271.25	20	;traverse
925	926	4.80	189.25	-15	;*
926	927	10.60	161.25	32	;*
927	928	3.60	91.25	7	;*
928	929	4.10	143.25	3	;top of stal
929	930	5.90	141.25	0	;junction stn 2
930	931	9.20	321.25	-53	;*
931	932	3.70	244.25	6	;stn 3
930	933	3.70	121.25	0	;stn 0; traverse above p; pass seen to cont; req maypole; crap rock
933	934	27.50	-	-V	;*
934	935	3.90	-	+V	;*
935	936	2.60	315.25	0	;*
936	937	3.00	306.25	-33	;stn 5
937	938	3.50	253.25	-53	;*
938	939	3.50	326.25	-15	;*
939	940	3.10	236.25	0	;*
940	941	5.80	294.25	-6	;stn 1
941	942	5.90	208.25	-1	;stn 0 - conts low and wet no draught?

938	943	4.80	222.25	-20	;*
943	944	4.60	-	+V	;*
944	945	5.30	222.25	5	;chamber 2 avens; LH up 11.1m no way on; RH unclimbed
945	946	5.10	222.25	0	;stn 0

192	947	8.40	171.25	14	;hole to rope
947	948	19.00	-	+V	;*
948	949	1.00	200.25	0	;*
949	950	5.50	288.25	8	;*
950	951	5.60	267.25	26	;down then up
951	952	6.40	14.25	14	;stn 6
952	953	1.10	-	+V	;*
953	954	7.50	291.25	-24	;stn 8 stal in large chamber
954	955	9.30	27.25	-23	;*
955	956	1.00	-	-V	;*
956	957	4.10	34.25	16	;*
957	958	1.90	-	-V	;*
958	959	10.30	29.25	0	;*
959	960	9.70	26.25	-2	;*
960	961	3.00	340.25	-3	;*
961	962	5.80	70.25	0	;small hole requires lump hammer stn 16 larger beyond
954	963	9.00	247.25	-31	;*

951	964	9.20	86.25	45	;aven finishes
*END 1995S

;*EQUATE 1995S.964 2004E.964

;*EQUATE 1992S.450 2004E.964

*EQUATE 1992S.450 2004E.985

*EQUATE 1991S.156 2004E.156; around (Un)Known

*BEGIN 2004E
*DATE 2004.04
964	965	0.0	-	+V	;scratch on wall
965	966	7.20	92.60	-5	;paper scrap in main passage
966	967	10.20	120.60	-4	;*
967	968	5.08	157.60	5	;*
968	969	13.49	116.60	2	;*
969	970	8.03	88.60	-1	;*
970	971	6.14	157.60	3	;*
971	972	11.34	101.60	-3	;*
972	973	2.96	163.60	-9	;*
973	974	10.09	93.60	1	;*
974	975	13.16	220.60	3	;*
975	976	9.01	101.60	3	;*
976	977	7.94	99.60	1	;*
977	978	14.52	92.60	-7	;*
978	979	9.88	111.60	6	;*
979	980	6.62	155.60	-17	;*
980	981	10.14	80.60	12	;*
981	982	5.11	65.60	-12	;*
982	983	5.11	249.60	32	;*
983	984	2.22	-	+V	;*
984	985	3.55	275.60	-8	;stn29 C Lloyd 3/8/92
965	986	4.79	199.60	-45	;*
986	987	5.46	246.60	-18	;*
987	988	5.32	217.60	4	;*
988	989	8.83	121.10	-3	;*
989	990	5.27	165.60	0	;*
990	991	4.20	359.60	-6	;*
991	992	2.18	194.60	15	;*
992	993	10.20	101.60	2	;*
993	994	6.05	156.10	6	;*
994	995	7.62	97.60	-1	;*
995	996	5.07	113.60	5	;*
996	997	1.55	174.10	0	;*
997	998	7.54	118.60	-4	;*
998	999	4.15	89.10	4	;*
999	1000	9.13	113.60	5	;*
1000	1001	6.73	95.60	4	;*
1001	1002	4.67	99.60	-7	;*
1002	1003	1.46	-	-V	;*
1003	1004	2.08	245.10	25	;=Becka stn9

156	1005	7.45	229.60	4	;*
1005	1006	6.82	273.60	0	;*
1006	1007	5.70	238.60	13	;*
1007	1008	4.78	310.60	4	;*
1008	1009	2.68	202.60	22	;cl up muddy slope
1009	1010	5.20	55.60	41	;*
1010	1011	3.87	25.60	43	;*
1011	1012	1.80	356.60	9	;*
1012	1013	3.60	219.60	24	;*
1013	1014	2.82	252.60	27	;*
1011	1015	3.22	148.60	-5	;*
1015	1016	2.58	72.60	-24	;traverse cont over hole
1011	1017	5.10	191.60	-3	;*
1017	1018	4.56	222.60	36	;*
1017	1019	4.61	189.60	0	;*
1017	1020	5.63	225.60	17	;*
1020	1021	6.18	240.60	14	;*
1021	1022	3.08	309.60	49	;ends in small tubes
*END 2004E

*INCLUDE 0841-13-01.svx
*EQUATE 0841-13-01.0 1992S.552

*INCLUDE 0841-15-01.svx
*EQUATE 0841-15-01.1.14 0841-13-01.14

*INCLUDE 0841-16-01.svx
*EQUATE 0841-16-01.1 1992S.625

*INCLUDE 0841-16-02.svx
*EQUATE 0841-16-02.1 1992S.570 ;This connection station needs to be checked

*INCLUDE 0841-16-03.svx
*EQUATE 0841-16-03.1 1992S.752

*INCLUDE 0841-17-01.svx
*EQUATE 0841-17-01.1 2004E.982
*EQUATE 0841-17-01.35 1992s.474

*INCLUDE 0841-17-02.svx 
*EQUATE 0841-17-02.0 1992s.455 ;This should be the upper block chamber survey station.

*INCLUDE 0841-17-03.svx
*EQUATE 0841-17-03.37 1992s.718

*INCLUDE 0841-17-04.svx
*EQUATE 0841-17-04.1 0841-17-03.5

*INCLUDE 0841-17-05.svx
*EQUATE 0841-17-05.1 0841-17-03.33

*END 0841_Fresnedo2