USA > Massachusetts > Plymouth County > Plymouth > Town annual report of the officers of the town of Plymouth, Massachusetts for the year ending 1910 > Part 21
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13. Per million gallons raised one foot high (dynamic) $0.550.
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SERVICES.
16. Kind of pipes : Lead and cement lined.
17. From 1/2 to 4 inches.
18. Extended 456 feet.
20. Total now in use, 7 miles 1,247 feet.
21. Service taps added, 38.
22. Number now in use, 2,518.
23. Average length of service, 12 feet.
24. Average cost of service, $8.42.
27. Motors and elevators added : None.
28. Number now in use: One motor.
LABOR.
Total labor for 1911,
$4,107 60
Laying pipe,
$387 20
Making pipe,
367 15
' Services,
110 10
Meters,
25 00
Renewed services,
38 05
Leaks in main pipe,
156 57
Leaks in service pipe,
81 30
Screen well at Little South,
128 52
All other labor,
2,838 71
$4,107 60
FINANCIAL
MAINTENANCE.
A.
Water"rates, domestic,
$31,519.99 3,846.90
AA. Management and repairs, BB. Interest on bonds,
$11.678.43 5,526.47
B. Water rates, manufacturing,
$35,366.89
837.53
Total, . Profit for year,
18,999.52
$36.204.42
Paid bonds and notes, Carried to Construction Acct., Total,
$14,666.66 4,332.86
$18,999.52
CONSTRUCTION.
$3,322.55 4,332.86 1,842.68
Extension of Mains,
$1,127.65
Extension of services,
458.52
Cost of works,
$9,498 09
$14,666.66 paid yearly on principal. Bonded debt at 31/2 per cent ..
$32.400.00
Town appropriations, From profits,
$180,384.32 275,634.56
$456,018.88
334 4
86,000.00
$133,666.52
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Undrawn balance, Profits of maintenance, Overdrawn balance,
340.18
Meters and setting, Sceen well at Little South
7,571.74
.
14,666.52
- Total water receipts, Miscellaneous,
$17.204.90
$36,204.42
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DISTRIBUTION.
1. Kind of pipe used: Wrought iron and cement lined, prin- cipally cement lined.
2. Sizes : From 2 inch to 30 inch.
3. Extended, 2,760 feet.
4. Discontinued, 675 feet.
5. Total now in use, 53 miles 3,949 feet.
6. Cost to repair per mile, $3.50.
7. Number of leaks per mile, .03.
8. Small distribution pipe, less than 4 inch, total length 10 miles 3,140 feet.
9. Hydrants added, 7. Discontinued, 4.
10. Hydrants now in use, 221 public, 52 private.
11. Stop gates added, 3. Discontinued, none.
12. Number now in use, 600.
13. Small stop gates less than 4 inch, 134.
14. Number of blow-offs, 42.
-
-219-
REPORT OF THE COLLECTOR OF WATER RATES.
GENTLEMEN :- I hereby submit the annual report of the Col- lector of Water Rates for the year, 1911.
The Collector is charged as follows :
Dr.
Arrears,
$4,674 85
Water rates,
35,443 82
Labor and material,
737 05
Miscellaneous,
229 18
$41,084 90
Cr.
Abatements,
$ 690 43
Uncollected labor and material,
76 80
Uncollected rates,
4,116 05
Total collections,
36,201 62
$41,084 90
Water is supplied to 2,660 families; 1903 water closets; 788 bathtubs; 206 stores, offices and shops; 104 stables; 414 horses ; 173 cows; 571 hose; 24 urinals; 4 cemeteries; 9 engines; 12 fish and meat markets; 5 banks; 8 churches; 1 water motor ; 3 laundries ; 8 manufactories ; 2 photograph saloons ; 6 saloons ;
-220-
4 bakeries; 10 hotels and boarding houses; 3 hot houses ; 2 printing offices ; 6 public halls; 2 billiard rooms; 2 cigar manufactories ; Gas Works, N. Y., N. H. & H. R. Road loco- motives ; 2 Electric plants ; 3 Woolen Mills; County Buildings ; Town Buildings and street sprinkling.
Yours respectfully, N. REEVES JACKSON, Collector of Water Rates.
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SUPERINTENDENT'S REPORT
To the Board of Water Commissioners:
GENTLEMEN: I herewith submit the annual report of the Superintendent of Plymouth Water Works for the year ending December 31, 1911.
ACCOUNT OF PIPES LAID FOR YEAR ENDING
DECEMBER 31, 1911.
LOCATION
Length in feet.
Size in inches
Cost
Savery Avenue,
3
36
6
$42.25
South S.reet,
297
4
149.00
Rear Summer Street,
75
4
39.50
Russell's Mills,
1,500
2
386.00
Clyfton Street,
150
6
120.00
Hall Place,
675
6
390.90
TOTALS,
2,760
$1,127.65
27
4
LEAKS.
There have been 16 leaks in main and distribution pipes this year, repaired at a cost of $187.49.
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SERVICES.
Thirty-eight new service pipes have been laid at a cost of $340.18. Eleven service pipes have been renewed at a cost of $116.60. There have been twenty-six leaks repaired in service at a cost of $112.39.
CONSUMPTION FOR 1911.
On Plate II. is shown graphically the high service and com- bined high and low service, or total of water consumed by the town for the year 1911.
As explained in previous reports, the high service consump- tion is obtained through the records of our pumping engine, with no allowance for slip. The low service is measured by the venturi meter on our gravity system. Adding these two quantities, of course, gives us our total consumption.
The high service consumption for the year was 289,539,000 gallons. The low service consumption was 188,743,000 gal- lons. The total consumption was 478,282,000 gallons. This gives us a daily average on the high service of 796,000 gallons. The daily average on the low service was 517,000 gallons and the daily average on the total consumption 1,310,000 gallons. The venturi meter was set in May, 1907, consequently the year 1908 was the first year for which we have been able to keep a complete record, and our total daily average consumption for that year was 1,220,000 gallons. In the year 1909 it was 1,260,000 gallons. In the year 1910 it decreased to 1,251,000 gallons. In the year 1911 it increased to 1,310,000 gallons. This is probably very close to the safe daily average yield of our water shed and suggests the advisability of curtailing waste of water in order that our present excellent supply of water may for many years be sufficient for our needs.
-223-
TABLE OF METERS NOW IN USE.
There are now in use, for manufacturing, laundries, stables, fish markets and domestic purposes, the following number of meters of sizes shown below. The last column indicates the amount of water in gallons that passed through these meters during 1911.
FOR WHAT USED
6 in 4 in 3 in 2 in 11/2 in 1 in 3/4 in 5/8 in Total
T'1 Amt.of wa- ter used through meters, gals.
Manufacturing
2
4
1
2
1
3
6
19
72,320,300
Laundries
1
1
1
3
2,186,500
Stables and garages
0
2
2
4
716.000
Supply for dredgers
tugs
and
2
2
4,168,300
Fish markets
3
3
233.000
House of Correction. Ar-
3
3
1
7
3,125,100
mory and business blocks Green houses
2
2
4
175,900
3
1
4
1,288.700
Golf ground Domestic
12
62
74
44,164,900
Total
2
4
6
3
8
19
72
120
88,378,700
CONSUMPTION IN MILLION GALLONS.
As a matter of record the table is given below, which shows our high and low service and total consumption of water and the consumption of four of our largest metered consumers for the last four years.
Consumption in million gallons.
Year
High Ser- vice
Low Ser vice
Total
American Woolen Co.
Plymouth Elec. Lt. Co.
N. Y., N. H. & H. R. R.
B. & P St. Ry. Power Station
1908
235
210
445
63
4
18
4
1909
250
212
462
76
4
20
1
1910
269
188
457
48
6
20
1
1911
289
189
468
55
6.6
7
1.5
,
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POND ELEVATIONS.
On Plate I. is shown graphically the variation in the eleva- tion of Great South Pond for each month since June, 1905. An inspection of this chart shows the very interesting fact. that our ponds are lowest, about midwinter and highest about. midsummer. It will be seen that with comparative regularity they are high about July, falling more or less irregularly to- about December and rising again about July or August. This- rise and fall is followed out with practically unvarying regu- larity for every year since records have been kept until the year 1911. It will be seen that in December, 1910, our ponds, as- usual, arrived at the low point, but instead of beginning during the spring of 1911 to rise, they remained stationary for about four months and then fell and were lower in midsummer in that year by two to two and one-half feet than they have been in the previous years during which records- have been kept. This was due to the extreme drought of the year 1911. The pond has now started to rise slightly but is still nearly three feet below full pond, or grade 106.
RAINFALL.
The table on the opposite page shows the annual rainfall since 1889, and the monthly and annual rainfall since 1881, likewise the monthly average and annual average rainfall since 1881. The total rainfall for the year 1911 was 46.21 inches, which is very close to the average rainfall for a period of twenty- five years, the average for that time being 46.09 inches.
During the first five months of the year the average rainfall was 20.13 inches, while our rainfall for 1911 for the same five months was only 14.45 inches, or a deficiency of 5.68 inches.
-224-
POND ELEVATIONS.
On Plate I. is shown graphically the variation in the eleva- tion of Great South Pond for each month since June, 1905. An inspection of this chart shows the very interesting fact. that our ponds are lowest, about midwinter and highest about. midsummer. It will be seen that with comparative regularity they are high about July, falling more or less irregularly to about December and rising again about July or August. This- rise and fall is followed out with practically unvarying regu- larity for every year since records have been kept until the year 1911. It will be seen that in December, 1910, our ponds, as usual, arrived at the low point, but instead of beginning during the spring of 1911 to rise, they remained stationary for about four months and then fell and were lower in midsummer in that year by two to two and one-half feet than they have been in the previous years during which records have been kept. This was due to the extreme drought of the year 1911. The pond has now started to rise slightly but is still nearly three feet below full pond, or grade 106.
RAINFALL.
The table on the opposite page shows the annual rainfall since 1889, and the monthly and annual rainfall since 1881, likewise the monthly average and annual average rainfall since 1881. The total rainfall for the year 1911 was 46.21 inches, which is very close to the average rainfall for a period of twenty- five years, the average for that time being 46.09 inches.
During the first five months of the year the average rainfall was 20.13 inches, while our rainfall for 1911 for the same five months was only 14.45 inches, or a deficiency of 5.68 inches.
103.0
104.0
105.0
1905
July
Aug.
Jest.
Oct-
Nor
DAG.
Bacil
May
June
July
.
Aug.
Sept.
Oct-
Nor.
F&b
Mar.
April
1907
May
Juge
July
Aug
Jept
Nor
DEC
120
FÉ6
Mal
April
May
June
July
Avg
Séet
let-
Nor.
April
May
1909
Juge
Ave
Teet
Oct-
Nor
DEG.
Jan
Fib
19.10
May
Luge
July
Aug
Jent
DEC
177
Feb
April
1911
May
July
Sept
oct
Nor.
Dec.
103.0
104.0
105.0
Plate I.
1906
FC6
mar
Diagram showing variation in elevations of Great South Pond from June, 1905, to Jan., 1911.
1908
120
Mar
April
-
-
下
Plate II.
1700.000
1.600.000
1.500.000
Total
consumption.
1.500.000
1.500.000
1500.000
1.200.000
GALLONS PER 24 HOURS.
1-
1.000.000
High
200.000
99
796-000
Jumpto7
0
4
high starice
200.000
200.000
600.000
600.000
for Jetrice
-
500.000
500.000
700.000
100.000
Oct 2
- 16
- 11
.28
Bug 7
/ 19
29
Juge 5
1 22
-10
- 17
Apr. 2
. 13
-- 201
D
1.200.000 1200.000 Diagram showing variation in high service, low service, and total consumption, also daily average of each from Jan. 2, 1911, to Dec. 31, 1911. 800.000
1. 310.000 92 075
A
total consume
1.100.000
Y
-
அடி அரியர்ஸ்டும்வரி
5.
*
-
اط:
٠
-225-
During the next three months, June, July and August, the average rainfall was 9.11 inches, while the monthly rainfall for 1911 during those same three months was 14.55 inches, or an excess of 5 inches, nearly balancing the deficiency of 5.68 inches for the previous four months. This gives us a clue as to why our ponds were so much below normal for the reason that the heavy rainfall in the summer did not materially con- tribute to filling the ponds, since vegetation then was using à maximum and evaporation was large.
SCHEDULE
Showing number of feet of each size of pipe and number and size of gates, blow-offs and hydrants.
Size in inches
LENGTH OF PIPE IN FEET
No. of Gates
No. of Check Valves
No. of Air Cocke
No. 10 in. B. O.
No. 8 in. B. O.
No. 6 in. B. O.
No. 4 in. B. O.
No 2 in. B. O.
No. 11/% in. B. O.
No. Hydrants
30
80
20
190
1
18
7424
4
8
1
.
16
16424
12
13
2
3
14
10352
11
1
9
3
12
11230
28
6
2
1
15
10
34565
55
2
8
1
3
31
8
27749
68
5
1
36
6
47169
120
5
4
55
4
74369
176
3
7
70
3
7249
12
1
1
2
2
45036
112
3
5
2
1
1352
7
973
2
-
-
-
284544
609
3
65
3
1
00
10
18
1
217
382
2
1
PUMPING STATION.
The pumping station records shown on the opposite page give in detail the amount of water pumped, fuel used, etc., at the pumping station during the year 1911.
PUMPING RECORDS, 1911.
MONTHS
Hours run fuel used
pumped
Total No. Gals. low service
Rain in inches
Average temperature Daily aver- age water pumped Min. gallons Max.
Daily aver- age fuel pounds
January
2381/8
38,325
22,330,950
17,348,000
3.17
36.6
22.6
720,353
1236
February
213
34,475
19,7: 8,200
13,964,000
3.45
32.
18.
707,078
1231
March
224
88,315
20,709,100
16.359,000
3.38
39.
23.
668,035
1236
April
·
·
285
45.175
27,342,650
16,809,000
.77
68.
49.
882.021
1457
June .
2951/2
45.510
28.157,500
16 004,000
3.05
70.6
54.7
936.583
1517
July .
895
60,675
38,025,300
12,985,000
6.84
83.
63.
1,226.622
1957
August
299
46,635
28,102,300
16,183.000
4.66
74.
60.
906,256
1504
September
257
41,350
24.145.400
16,305.000
3.44
66.4
53.
804,846
1378
October
2371/2
38,525
22,170,600
17,075,000
3.60
57.
39.
715,180
1242
November
22194
36,305
20,482.650
15.195,000
6.59
44.
32.
682,755
1210
December .
21934
35,120
19,670,000
14,806,000
3.58
43.
28.7
634,516
1133
-226-
Hours run
Total lbs. Fuel used
No. gals. pumped
Av. No. gals. to 1 lb. coal
Average duty for year
New pump Old pump
29881/2 921/4
478,045 15,410
283 067.550 6,471,900
592.2 419.9
36.715,000 26.248,000
·
2008%
33,045
18.604.800
15,710.000
3.68
50.
31.
620.160
1101
May
.
·
·
·
.
308034
493,455
289,539.450
188,743,000
46.21
Total lbs. No. gallons
-227-
April 4. Removed hydrant from Hall place.
April 12. Set hydrant on Alden street at Casey's.
July 7. Removed hydrant on Sandwich street, at Lem. Howland's.
July S. Removed hydrant on Fremont street, near Union street.
July 10. Set hydrant on Newfields street.
July 14 Set hydrant at Manuel Medara's.
Aug. 23. Set hydrant on Russell street, near High, new.
Oct. 11. Set hydrant on Sandwich street, near Fremont, new.
Oct. 14. Set hydrant on Court street, at Samoset, replace.
Oct. 25. Set hydrant near Lahey's, west of Standish avenue.
Table showing total rainfall since 1887, and monthly rainfall since 1891. Also annual variation from the average.
YEAR
JAN.
FEB.
MAR.
APRIL
MAY
JUNE
JULY
AUG.
SEPT.
Ост.
Nov.
DEC.
TOTAL
Per Cent. of Variation from Mean
1887
50.28
8.7
1888
49.14
5.3
1889
51.80
12.2
1891
8.36
5.32
5.04
4.02
1.99
2.23
2.55
1.43
2.23
5.92
1.79
3.77
44.65
-
34
1892
3.79
2.72
4.56
1.26
3.91
2.12
1.81
4.16
2.41
2.29
7.12
1.75
37.90
18.2
1893
2.88
6.66
6.17
4.45
4.39
2.50
2.71
5.80
1.73
2.16
3.29
5.59
48.33
4.5
1894
3.50
4.85
1.56
3.97
4.35
1.54
1.08
0.73
2.37
7.97
4.98
5.78
42.68
7.7
1895
3.54
0.87
2.71
4.70
2.73
2.04
3.58
2.05
3.27
6.89
3.95
3.85
40.27
12.9
1896
2.75
4.73
5.82
0.88
2.93
3.59
2.27
1.71
5.65
3.60
3.41
1.75
39.09
15.5
1897
4.24
2.08
2.31
4.28
3.65
2.99
2.88
2.31
1.42
0.87
6.42
3.27
37.32
-
19.3
1898
3.75
4.04
2.27
5.82
5.65
1.93
6.58
7.33
1.35
8.96
8.48
2.24
58.40
26.3
1899
6.52
5.23
6.77
1.18
1.40
3.62
3.79
1.17
6.92
3.03
2.28
1.60
43.51
5.9
1901
2.51
1.70
6.86
7.78
8.54
1.46
4.38
2.25
2.77
2.07
2.59
10.20
53.11
14.8
1902
2.22
5.53
7.82
2.98
1.52
3.68
1.89
1.43
3.65
5.32
1.72
6 77
44.53
-
3.7
1903
4.43
5.36
7.94
7.45
0.67
4.76
2.14
5.44
1.45
6.32
3.22
3.98
53.46
15.6
1904
5.44
3.61
2.47
9.11
2.23
2.58
4.02
3.52
3.18
1.85
3.53
4.10
45.64
1.3
1905
4.50
2.16
2.87
2.32
1.11
8.01
1.78
2.99
6.93
1.72
2.04
4.21
40.64
12.1
1906
4.05
5.33
8.69
2.34
5.28
2.36
6.42
2.02
2.98
4.50
3.45
3.13
50.55
9.3
1907
3.92
3.41
2.31
4.08
3.68
2.70
1.10
1.82
11.16
2.91
6.82
6.90
50.81
9.9
1908
3.78
4.37
3.95
2.48
2.98
2 30
3.87
4.41
1.61
10.19
1.53
4.28
45.75
-
1.1
1909
5.44
6.18
3 74
6.41
3.51
3.03
1.83
2.44
4 95
2.23
8.15
3.34
51.25
1910
5.98
5.82
1.05
2.51
2.27
3.82
2.71
2.32
1.81
1.94
5.69
2.96
38.88
1911
3.17
3.45
3.38
3.68
0.77
3.05
6.84
4.66
3.44
3.60
6.59
3.58
46.21
Av.
4.27
4.23
4.38
3.98
3.27
2.98
3.12
3.01
3.54
4.27
4.41
4.10
46.09
-
-228-
-
1900
4.86
5.35
3.62
1.95
5.11
2.29
1.37
3.28
3.10
5.40
5.36
3.15
44.84
3.2
-
10.8
-- 15.9
-
43.14
6.7 Per Cent
1890
-229-
Table showing average daily yield of water shed for the year 1911.
MILLION GALLONS
Month
Consump- tion
Increase or decrease in ponde
Av. Daily yield, in gallons
Rain . fall
January,
39.7
-4.9
1,122,000
3.17
February,
33.8
5.6
1,407,000
3.45
March,
37.0
3.0
1,290,000
3.38
April,
34.9
1.0
1,197,000
3.68
May,
44.2
-33.1
360,000
0.77
June,
41.2
-18.3
300,000
3.05
July,
51.0
1.1
1,677,000
6.84
August,
44.3
- -37.5
220,000
4.66
September,
40.5
-11.0
983,000
3.44
October,
39.2
-21.7
564,000
3.60
November,
35.7
12.0
1,590,000
6.59
December,
34.5
14.0
1,564,000
3.58
Average,
1,023,000
Table showing daily average yield for the following years in gallons.
Year
Daily Average Yield
Total Rainfall in inches
1908,
1,174,000
45.75
1909,
1,295,000
51.25
1910,
1,056,000
38.88
1911,
1,023,000
46.21
-230-
WATER ANALYSIS.
The table on the opposite page shows the analysis of water at various times during the year by the State Board of Health, who exercise a careful supervision over the water supplies of the State.
Respectfully submitted,
ARTHUR E. BLACKMER,
Superintendent.
1
WATER ANALYSIS, 1911.
DATE OF
APPEARANCE
RESIDUE ON EVAPORATION
AMMONIA
NITRO- GEN AS
TOTAL
LOSS ON
IGNITION
FIXED
FREE
TOTAL
IN SO-
LUTION
In Sus-
pension
Nitrates
Nitrites
CONSUMED
HARDNESS
IRON
90909
Boot
Feb. 14
Feb. 15
V. Slight
Slight
.00
None
3.50 1.15
2.35 .0046 .0146 .0118
.0028
.58|.0010 .0001
.09|0.2 .0050
90910
Little South
Feb. 14
Feb. 15
V. Slight
Slight
.00
None
3.20 1.50
1.70 .0044 .0139 .0112 .0020 .76 .0000 .0000
90911
Great South
Feb. 14
Feb. 15
V. Slight
Slight
.00
None
3.75 1.65
2.10 .0020 .0106 .0086
0020 .68 .0010 .0000
.10 0.2 .0080
92026
Boot
April 18
April 20
V .. Slight
Cons.
02
Faintly vegetable
Distinctly vegetable
3.05
1.25
1.80 .0030 .0176 .0148 .0028 .66 .0030 .0000
.14 0.5 .0040
92027
Little South
April 18
April 20
None
V. Slight
.00
Faintly vegetable
2.25
0.80
1.45
.0016 .0118 .0112 .0006
.65 .0020 .0000
.14 0.2 .0010
92028
Great South
April 18
April 20
V. Slight
Slight
.00
Distinctly vegetable 2.25
0.90| 1.35 .0012 .0114 .0104
.0010 .68 .0010 .0000
.09|0.2 .0020
93185
Great South
June 20
June 20
V. Slight| V. Slight
.00
Faintly vegetable and sweetish Faintly vegetable
Distinctly vegetable 3.50 1.20 2.30 and sweetish Faintly Vegetable 2.70 1.20
1.50 .0028 .01641.0150
0014
.0000
.0000
.14 0.2 .0100
93187
Little South
June 20
June 20
V. Slight
Slight
.00
Faintly vegetable and sweetish None
Distinctly vegetable and sweetish None
2.60
0.95
.0010
.0132 .0102 .0030
66
.0000 .000
.11 0.2 .0060
94691
Boot
Aug. 22
Aug. 23
Slight
Slight
05
Faintly sweetish
2.35 1.15 1.20 .0014
.0172 .0136 .0036
70 .0000
.0000
.14 0.2 .0050
94786
Little South
Aug. 25
Aug. 26
V. Slight V. Slight
05
96008
Boot
Oct. 25
Oct. 26
V. Slight V. Slight
.02
.0000
.12 0.2 .0080
96009
Little South
Oct. 25
Oct. 26
V. Slight V. Slight
.01
96010
Great South
Oct. 25
Oct. 26
V. Slight V. Slight
.02
Faintly unpleas- ant. fishy V. faintly vegetable V. faintly vegetable
Faintly vegetable
2.45 1.00 1.45 .0018 .0124 .0106 .0018 .69 .0000 .0000
.13 0.2 .0060
No.
NAME OF POND
COLLEO- TION.
EXAMI- NATION.
TURBID- ITY
SEDI- MENT
COLOR
ODOR COLD
ODOR HOT
ALBUMINOID
CHLORINE
OXYGEN
.10|0.1 .0030
93186
Boot
June 20
June 20
V. Slight V. Slight
.00
2.05
1.00 1.05 .0018 .0136 .0118 .0018 .70 .0010 .0000
94690
Great South
Aug. 22
Aug. 23
V. Slight
V. Slight
.00
V. faintly sweetish None
V. faintly earthy Dist. unpleasant, and fishy Faintly vegetable
2.80
0.85
1.95 .0024 .0196 .0160 .0036 .71 .0000 .0000
.08 0.3 .0060
2.40 1.00
1.40 .0036 .0170 .0132 .0039 .70
0020
.08|0.2 .0060
3.30| 1.30
2.00 .0024 .0144 .0114 .0030 .72 .0000 .0000
.12 0.2 .0030
1.65
.0016 .0142 .0114 .0028 .67 .0000 .0000
V. faintly vegetable Faintly vegetable
V. faintly vegetable V. faintly vegetable None
.12 0.2 .0140
1911
1/28/2011 T 219823 5 9 00
HF GROUP - IN
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