selected wells and test borings in the lower Androscoggin Basin—Continued
Year com- pleted	Alti- tude above sea level (feet)	Type of well	Depth of well (feet)	Dia- meter of well (in.)	Depth to bed- rock (ft.)	Principal water-bearing material		Water			Type of pump/ power	Yield (gpm)	Remarks
						Char- acter	Geo- logic unit	Level	Date of measurement	Use			
		ANDROSCOGGIN COUNTY (Continued)											
	500	Du	20	_	_	-	T	19	_	N	-	-	
_	440	Dr	60	6	15	-	Br	15	-	D	J/E	5	
_	440	Dr	250	6	0	-	Br	80	-	D,N	J/E	1	
_	470	Dr	60	6	15	-	Br	15	־	D	J/E	5	
_	470	Dr	435	6	53	-	Br	60	-	D	J/E	3	
_	470	Dr	150	6	90	-	Br	18	-	D	J/E	7	PCA.
	360	Du	16	_	-	-	T	9	-	D	P/E	-	PCA.
_	360	Du	16		-	-	T	9	-	D	P/E	-	
_	260	Dr	400	6	60	-	Br	-	-	N	N/N	0	Dry well.
	260	Dr	230	6	60	_	Br	60	-	D	J/E	2	
	260	Du	19.4	_	_	S,G	T	10.5	9 -3-64	D,N	-	-	
_	260	Dr	95	6	50	_	Br	15	-	D	J/E	7.5	PCA.
	360	Dr	68	6	18	_	Br	22	-	D,S	J/E	3	
_	280	Du	8.5	.	_	S	T	5.2	9 -3-64	D	P/E	-	PCA.
_	420	Dr	240	6	7	-	Br	. 100	-	D	J/E	1.25	
_	420	Du	16.9		-	-	T	14.2	9 -3-64	D	-	-	
_	400	Du	7.0	-	_	-	T	3.6	9 -3-64	D	P/E 5	-	PCA.
_	440	Dr	157	6	50	-	Br	20	־	D,S	J/E	-	
-	440	Du	19	-	-	-	T	9	-	D	-	־	
_	340	Dr	99	6	48	-־	Br	0	-	D	J/E	12	
»	340	Du	16	-	-	-	T	8	־	N	-	-	
_	420	Du	8.4	-	-	-	T	4.1	9 -3-64	D	B/M	-	
»	370	Du	9.9	_	•	_	T	7.3	9 -3-64	D,S	P/E	-	PCA.
_	390	Du	18.4	_	-	-	T	15.8	9 -3-64	D	P/E	-	
_	420	Du	14	-	-	-	T	9	-	D	P/E	-	
_	320	Dr	150	6	20	-	Br	15	-	S	J/E	-	
_	330	Du	17.4	■	_	_	T	11.0	9 -4-64	D	P/E	-*	
_	380	Dr	450	6	15	-־	Br	40	-	D,S	J/E	2	PCA.
_	460	Dr	155	6	6	-	Br	70	-	D	J/E	1	
_	430	Du	13.9	-	14	-	T	11.3	9 -4-64	D	P/E	-	
	250	Du	18	-	-	s	Ow	5	-	D	-	-	
_	250	Dn	30	.	30	s	Ow	15	-	D	P/E	-	PCA.
_	280	Dr	375	6	0	_	Br	30	-	D	J/E	2	
_	270	Du	25	_	25	.	T	12	-	D	C/E	-	Blasted in
													bedrock.
	255	Du	14.9	_	-	s	Ow	70	9 -4-64	D	P/E	-	
_	260	Dr	125	6	0	-	Br	15	-	D,N	-	5	Now uses city
													water.
_	280	Du	25	-	25	s	Ds	21	-	D	P/E	-	
_	260	Du	11.6	.	_	G	T	4.8	9 -4-64	D, S	-	-	
_	360	Dr	100	6	42	_	Br	>10	-	D	J/E	9	PCA.
»	360	Du	20.3	_	-	-	T	18.5	9 -4-64	D,N	-	-	
_	300	Du, Dr	150	6	30	-	Br	25	-	D	J/E	-	PCA.
_	310	Du	15	.	_	-	T	11	-	D	P/E	-	PCA.
_	320	Dr	245	6	50	-	Br	30	-	D	J/E	2.5	PCA.
_	350	Dr	269	6	28	-	Br	50	-	D	J/E	1	
_	270	Dr	330	6	23	-	Br	120	-	D	J/E	.25	
_	250	J	18.3	-	-	s	Ow	5.6	9 -4-64	D	-	-	
_	260	Du	13.2	_ ^	_	s	Ow	9.0	9 -4-64	D,N	-	-	
_	320	Du	20.3	_	_	S,G	T	17.2	9 -4-64	D	P/E	-	PCA.
_	340	Du	15	_	-	S,G	led	11	-	D,S	P/E	-	
“	360	Dr	157	6	25	־	Br	25		D	J/E