Annual Report - 1973
CITY OF SALINA
WATER AND SEWERAGE DEPARTMENT
ANNUAL
REPORT
1973
,RON WEBSTER, DIRECTOR OF UTILITIES
CUSTOMER SERVICE AND ACCOUNTING
LaVerne Pauls, Office Manager
WATER TREATMENT AND DISTRIBUTION
R. Fassnacht, Superintendent
SEWERAGE COLLECTION AND TREATMENT
George Pauls, Superintendent
WATER PRODUCTION
YEARLY TOTAL
1973
MONTHLY AVERAGE
Total Gallons Pumped
Ga 11 ons Wells
2,124,782,000
664,316,000
177 ,065,000
53,693,000
Ga 11 ons Ri ve r
1,480,466,00"0
123,372,000
Gallons Plant No.2
None
None
DEPTH OF WATER IN OBSERVATION WELLS
Well Number
1
2
3
March
31.48"
36.51
58.21
June
34.68
38.31
58.91
Septembe r
35.90
38.23
61. 26
December
34.20
38.43
59.96
69.68% of the water pumped was from the Smoky Hill River.
30.32% from 15 wells.
The most water pumped in one month was July - 291,211,000 gallons (85.49% river).
The 1 eas t amoun twas in Feb rua ry - 131,752,000 ga nons (100% wells).
Average pumping was 5.8.2 million gallons per day. Largest day was 15.1 million
gallons in July. Smallest day was 3.5 million gallons in December.
CHEMICALS
Alum
Soda Ash
Chlorine
Calgon
Fl uori de
Lime (Ca 1 ci ned)
Lime (Commercial)
Nalco 607
CHEMICALS USED 1973
TONS
232.79
1,303.17
72.075
10.00
5.00
2,549.37
165.70
2.04
COST
18,623.78
61.998.72
8,186.55
3,050.00
1,200.00
25,187.78
4,895.74
1 ,658.80
$ 124,801.37
MAJOR MAINTENANCE
New floats on mud arm - river basin.
New doors and impellers for lime slakers.
Both elevators checked - new cables on electric elevator.
Major repair on quick mix of #1 basin.
Basin #2 drive head replaced after 18 years.
Installed new 400# chlorine feeder in filter building.
Installed new electric heater in chemical building.
223 toured the Water Plant in 1973
1973
\-JATER DISTRIBUTION ¡.':..ìrrnEW\NCE
-----------
YEARLY TOTAL
Main Breaks Repai red
14
26
Mains Located
Valves Installed
Valves Located
4
57
Valves Repaired
4
77
Preventative Maintenance on Valves
Water Towers Servi ced
294
735
Water Wells Serviced
Hydrants Installed
Hydrants Se rvi ced
Manholes Cleaned
2
128
Boxes Cleaned and Aligned
Servi ce Call s
14
17
Taps Made
182
11
WATER MAIN BREAKS IN 1973
DATE SIZE LOCATION TYPE ,MATERIAL
1-13-73 611 2273 Roach Ci rcumfe ren ti a 1 611 ductile sleeve
1-30-73 411 725 Gue rnsey Ci rcumferenti al 411 full circle
1-30-73 2411 Well House Road Joint 2411 bell clamp
4-12-73 611 631 Bri arcl i ff Ci rcumferenti al 611 ductil e sleeve
6- 6-73 611 1 College Court Corporation Tap. 611 ductile sleeve
6-16-73 411 Gol f Course Split Pipe New pl as ti c
6-18-73 211 Ramp Cafe Ci rcumferenti al 211 adams clamp
7-11-73 611 120 Hilldale Broken with backhoe 611 ducti le sleeve
Water f- ai n Breaks in 1973 Continued: 1973
DATE SIZE LOCATION TYPE ~V\TE RIAL
9-21-73 111 222 S. 7th Se rvi ce Leak Cut off
9-28-73 611 1929 S. Starlight Ci rcumferenti al 611 ductile sleeve
ll-15-73 611 Duvall S. of Ci rcumferenti al 611 ductile sleeve
Crawford
11-25-73 611 Greeley & Aullwood Ci rcumferenti al 611 ductile sleeve
11-26-73 611 700 Choctaw Ci rcumferenti al 611 S.B.
11-30-73 1211 Iron & Marymo~nt Ci rcumferenti al 1211 M.J. split
Co 11 ege
12-7-73 1211 Iron & Marymount Ci rcùmferenti al 1211 M.J. split
Co 11 ege
12-25-73 611 Ri dge 1 e.a & Starli ght II II 611 S.B.
TAPS
1973
DATE SIZE
1 -17-73 101l.X 1011
2 -27-73 611 X 211
3 - 5-73 611 X 611
3 -16-73 1011 X 811
3 -22-73 611 X 611
3 -27-73 811 X 211
5 -10-73 811 X 211
5 -31-73 811 X 211
6 -25-73 4" X 211
8 - 3-73 1211 X 811
9- 17-73 611 X 211
11-13-73 611 X 211
11-15-73 611 X 411
LOCATION
Eldorado Camper on Base
Sambo's Restaurant
Broadway and Beverly
Custom Metals on Base
Cloud and Ohio
303 East Iron
Truck Wash North 81
1414 Marymount Road
100 block South Oakdale
Plainsman Supply North Ohio
Brown Welding, 7th and Elm
326 North 12th
Wyatt Mfg. Foundry
1973
------- --.----.
SEWAGE TREATMENT PLANT NO. I
Raw Sewage Flow (gallons)
Average Dai ly Flm.¡
2,070,030,000
5,671,000
Raw Sludge Pumped to Digesters
Average Daily Pumped
11 ,044 ,420
30,258
Sludge Drained from Digesters (gallons)
B.O.D. Lbs/Day Loading
1 ,541 ,000
7,290
B.O.D. Plant Reduction
87%
Suspended Solids Lbs/Day Loading
Suspended Solids Reduction
20 ,189
97%
Dissolved Oxygen Final Effluent
Dissolved Oxygen Below Plant
6.9
8.8
Dissolved Oxygen Above Plant
9.0
SCHILLING PLANT
Raw Sewage Flow
Average Daily Flow
154,396,800
428,880
Raw Sludge Pumped to Digesters
B.O.D. Plant Reduction
90,000
83%
D.O. Final Effluent
5.3
Suspended Solids Reduction
85%
- -- >".
1973
SEWAGE TREATMENT PLANT-NO. I
This year Plant No.1 received an average of 5,671,000 gallons of
raw sewage per day. The B.O.D. loading averaged 7,290 pounds per
day \-¡ith an avel'age of 87" of this being I'emoved. Suspended solids
loading on an average was 20,189 pounds per day, 97~ of this was
removed. These fi gures lìlet Qll federal and Envi ronmental Protec-
ti on Agency requi rel11ents.
Effluent dissolved oxygen average - 6.9.
An average of 30,258 gallons of sludge was pumped to the primary
digesters per day. This gave 9,097 pounds of volatile material
per day or a loading rate of 56 pounds per 1,000 cubic feet.
Laboratory Testing Program
A program was started in October to acquire samples at several dif-
ferent locations so we could run tests and find what is being put
into the sewer lines. We have found a high grease content in several
areas and some pH problems.
Sewage Treatment Plant No.1 Facilities
Complete treatment designed for average day \^leather - 7.8 million
gallons per day; maximum dry weather - 15.6 mg/d; maximum wet
weather - 23.4 mg/d. Composed of the following treatment units:
Mechanical bar'screen - time clock operated.
Gri t Chamber
Four primary clarifiers:
2 - 80 ft. dia. with 8 ft. side wall depth
2 - 65 ft. dia. with 8.5 ft. s.w.d.
Total volume of primary clarifiers 1,158,380 gallons.
1,287 feet. Surface area 16 ,740 square feet.
Wei r 1 ength
Four 150 g/m sludge pumps.
primary cl ari fier.
Time clock operated.
One for each
Two intermediate trickling filters- 120 ft. dia. with 6 ft. rock
depth. Total surface area 22,620 sq.ft. Rock volume 3.12 acres.
T\'JO intermediate clarifiers - 100 ft. dia. with 9 ft. s.w.d.
Total volume 1,216,748 gallons. Surface area 15,700 sq. ft.
Weir length 1,776 ft.
1973
Se..'Jge Tredtment Plant No.1 Facilities
T..:o final stage trickling filtt,t'S - 116.5 it. dia. \'JÌth 7 ft. t-ock
depth. Total surface òreJ 21,320 sq. it. Volume 3.42 ao'e feet.
Two final stage clarifiers - 115.5 ft. dia. with 8.5 ft. s.w.d.
Total volume 1,621,612 gallons. Surface area 20,774 sq. ft.
Weir length 3,096 feet.
All clarifiers have a one foot to 12 foot sloped bottom.
Four 5,400 gpm filter pumps, one for each trickling filter.
Three primary digester tanks - heated and mechanically mixed.
45 foot diameter with 30 ft. s.w.d. and 12 ft. cone bottoms.
Total volume 1,176,000 gallons.
Two secondary digesters -
No.1 - 57 ft. dia., 22 ft. s.w.d. and 7 ft. cone bottom,
volume 439,000 gallons.
No.2 - 45 dia., 21 ft. s.w.d., flat bottom, total volume
273 ,000 ga 11 ons .
Dryi r:lg beds -
Four 80' x 80' = 25,600 sq. ft.
Eight 20' x 20' = 12,800 sq. ft.
38,400 total square feet.
Laboratory and offi ce.
Loading' and Efficiency of Treatment Units Plant No.1
Primary clarifiers:
Surface 1 oadi ng
Weir loading
Detention time
Reduction of settleable
Reduction of B.O.D.
solids
338
4,406
4.9
99%
30%
gallons/day/square foot
gallons/day/foot
hours
Intermedi ate stage fi 1 ters:
Surface 1 Qadi ng
B.O.D. loading
B.O.D. reduction
250 gallons/day/square foot
1,603 lbs/day/acre ft.
64% of received B.O.D.
Intermedi ate cl ari fi ers :
Surface loading
Weir loading
Detention time
361 gallons/day/square foot
3,193 gallons/day/foot
5.1 hours
I
1973
Loading and Effi ci ency of Tr'eatmc:lt Units Pl ant No.1
Final stage filters:
Surface 1 oadi ng
B.O.D. loading
B.O.O. reduction
2G5 gallons/ddY/s :uuc foot
514 lbs/dayjacre ft.
48 of received B.O.D.
Final stage clarifiers:
Surface 1 oadi ng
Weir loading
Detention time
Final B.O.D. reduction
272 gallons/day/sq. ft.
1,831 gallons/daylft.
6.8 hours
87',~ of influent
Sludge Removed from Digesters
Hauled to fields
To dryi ng beds
To lagoon
955,000 gallons
472,000 gallons
114,000 gall ons
1,541,000 total gallons
The two secondary digesters were cleaned out in December by Ace Pipe
Cleaning Company. The 712,000 gallons of sludge from these two digesters
were pumped to a 1 agoon northeast of the pl ant,. Thi s wi 11 increase
our detention time from eight days to around twenty-six days giving
. better settling and'hope we can lower the supernatant from over 4%
to less than 0.5% total solids returning to the plant.
62,515 pounds of grit was removed from gri t chamber and hauled to 1 andfill.
Maintenance Work - Plant No. I
Buil di ng No.2:
New pistons and cylinders were replaced in No.3 and No.4 sludge
pumps. All valves were taken apart, repaired, cleaned and replaced.
All piping, pumps and inside of building was painted.
Four filter pumps (5400 gpm):
All four of these pumps were completely rebuilt with new bearings
and packing sJeeves being installed. Impeller wear rings were
renewed or built up and end play adjusted to give maximum per-
fonnance. The i ntennedi ate fi lter arms were cl eaned and pai nted
while these pumps were being repaired.
Bar Screen:
Replaced bar screen and all channel guides, repaired fork fingers
and shafts, painted with prime coat.
1973
~1aintenance I-lark - Pbnt No.1
Boiler:
Both end plates and tubes were replaced in April.
tr6uble stopping leaks around tubes.
Still having
Cl ari fi ers:
Intennediate and final clarifiers \.¡ere drained, cleaned and all
squeegee blades adjusted or replaced.
Painting:
All catwalks on clarifiers, handrailing on grit chamber, digesters
and trickling filters. All four filter pumps and piping. Heat
exchangers and circulating pumps. Insides and trim on all buildings.
Total gallons of paint used at both plants - 183 gallons.
Sand blasted walls downstairs in digester control room, do not plan
on repai nti ng.
Packing sleeves were replaced on all three heat exchanger
pumps.
Had eight water line breaks, these were dug up and repaired with
sleeves.
sludge
A total of 21 valves were cleaned, repaired, repacked and put back
in good working order.
Operators' Training and Certification
Seven employees completed the Environmental Protection Agency
Wastewater Treatment Plant Training Program and one is now in the pro-
cess of completing the course. All seven have attended the area schools
and have passed their certification tests.
George Pauls
Norman Korbe
Keith Broomfield
George Wil son
C and B
B
C
C
Arthur Grover
Ivan Gildersleve
Larry Johnson
C and B
C
C
101 persons have toured the plant this year. This includes groups
from elementary' schools, scouts, Y.M.C.A., college and technical
i ns ti tutes .
1973
SALINA SU!^GE TRCAH:Ua PLANT NO. 1
Efficiency in Suspended Solids Removal
Lbs./day Final Lbs./day ~~ Re- Lbs/day
1973 recei ved m /1 returned duction removed
January 4.400 440 16,147 40.0 1,467 91 14,679 0.424
February 4. 192 *
March 7.035 348 20,417' 13.0 762 96 19,655 0.537
April 7.704 506 32,511 11.5 738 98 31 ,772 0.855
~1ay 7.404 238 14,694 5.3 327 93 14,366 0.386
June 5.950 410 '20,208 12.5 606 97 19,602 0.531
July 6.044 196 9,878 6.0 302 97 9,576 0.259
August 5.412 . 568 - 26 ,804 14.6 680 97 25,281 0.705
September 4.958 612 24,487 4.0 160 99 25,140 0.644
October 6.638 . 342 18,933 12.7 680 96 18,252 0.498
November 4.850 318 12,853 8.0 324- 97 12,530 0.338
December 4.630 652 25,154 16.0 617 98 24,537 0.661
Maximum 7.704 568 32,511 40.0 1,467 99 31 .772 0.855
Minimum 4.192 196 9,878 4.0 160 93 9,576 0.259
Average 5.671 420 20,189 13.0 604 97 19,580 0.530
*February - no test due to scale not working
, ,
1973
SALINA SEWAGE TREATMENT PLANT NO.1
Efficiency in B.O.D. Removal
Lbs./day Final Final Eff. % Re- Lbs./day
1973 recei ved m 1 Lbs. da duction removed
January 4.400 264.3 10,061 30.0 1 , 1 35 90 8,925 0.265
February 4. 192 216.0 7,145 46.0 1 ,715 78 5,355 O. 188
March 7.035 225.0 13,201 14. 1 825 94 12,384 0.347
Apri 1 7.704 88.9 9,045 21.0 1,349 76 4,363 0.238
May 7.404 111.1 6,859 20.5 1,266 82 5,594 0.141
June 5.950 111.0 5,294 17. 1 816 82 4,479 0.139
July 6.044 143.0 7,248 6.9 348 96 7,731 O. 190
August 5.412 122.0 5,502 10.0 450 92 5,051 0.148
September 4.958 149.0 6,160 9.0 372 92 5,789 O. 162
October 6.638 99.4 5,502 13.7 ' 758 86 4,744 0.144
November 4.850 142.2 5,755 13.5 546 91 5,210 0.220
December 4.630 148. 1 5,714 29.3 1 , 1 30 88 4,583 O. 140
Maximum 7.704 264.3 13,201 46.0 1,715 96 12,384 0.347
Minimum 4.192 88.9 5,502 6.9 348 76 4,363 O. 140
Average 5.671 151.1 7,290 19.2 892 87 6,184 0.191
1973
SEWAGE TREATMENT PLANT NO~ 2
based on 428,8::;0 gallons pet' day flo',l. The B.O.O. loading avct'aged
155 n~/l or 555 pounds/dilY with an average of 83 of this being ren~ved.
The suspended solids loading averaged 91 mg/l or 322 lbs/day with an
average of 85,~ of this being removed.
The final effluent dissolved oxygen averaged 5.3.
This meets all Federal and Environmental Protection Agency standards
at this time.
Sewage Treatment Plant No.2 Facilities
Designed for average day flow 630,000 gallons.
One commi nutor:
drum type.
Three raw sewage pumps. float controlled.
Two primary clarifiers. 26' dia. x 9' s.w.d.
total surface area 1 ,061 square feet.
Two trickling filters- one is not in operation.
depth. Surface area 7,850 square feet.
Weir length 400'
1001 dia. x 61 rock
One final clarifier - 40' dia. x 7' s.w.d. Weir length 1251.
area 1,256 square feet. Volume 65,940 gallons.
Surface
Two digesters- used as primary and secondary- 301 dia. x 17' s.w.d.
with 3' cone bottom. 12,716 cubic feet or 95,370 gallons each.
.
Two sludge pumps - 70 gpm, time or hand operated.
Four drying beds 37 x 62 = 9,176 square feet.
Loading and Efficiency of Treatment Units Plant No.2
Average daily flow - .428 mgd
Primary clarifiers:
Weir loading
Surface 1 oadi ng
Detention time
Settable solids reduction
1,072 gallons/day/ft.
404 gallons/day/sq.ft.
4 houl's
96%
, I
1973
Loading and Efficiency of Treatment, Units Plant No.2
Trickling filter:
SudùCt2 loJdìng
B.O.D. loading
55 çùllons/day/sq.ft.
514 lbs/day/acre ft. -
Final Clarifiers:
Surface 1 oadi ng
Weir loading
Detenti on ti me
B.O.D. reduction
341 gallons/day/sq.ft.
3,414 gallons/day/ft.
3.7 hours
83%
Di gesters
Tests on sludge during the year showed an average of 2.4% total solids
with 60% of it being volatile material. Reduction of volatile material
92%.
Maintenance Work - Plant No.2
Four plug valves were dug up, cleaned, repaired and replaced.
Shafts were resleeved on all three raw sewage pumps.
New gasket was replpced in center column of trickling filter.
Sludge lines from all clarifiers were cleaned.
Sl udge 1 i ne from di ges ters to dryi ng beds were cl eaned.
The th ree raw- sewage pumps and the two sludge pumps were pai nted.
89,425 gallons of sludge was run to drying_beds and cleaned out.
Outside of digester building and domes were painted.
I
I
- -
1973
SALINA SEWAGE TREATMENT PLANT NO.2
Efficiency in Suspended Solids Removal
1973 Raw Lbs./day Final lbs./day Percent Lbs./day
mg!1 recei ved mg/l returned reducti on removed
January 50 178.5 8.8 31.4 82 147.1
February *
Ma rch 120 428.4 ' 10.0 35.7 93 392.7
Ap ri 1 61 217.7 35.0 124.9 43 92.8
May 74 264. 1 13.5 48.2 82 215.9
June 42 148.1 17.5 62.5 58 85.6
July 124 442.6 12.0 42.8 90 399.8
August 108 385.5 15.0 53.6 86 331 .9
Sept~mber 148 528.3 8.0 28.5 95 499.8
October **
-November 84 299.8 5.0 17.8 94 282.0
December 95 327.7 13.0 44.7 86 283.0
Maximum 124 528.3 35.0 124.9 93 499.8
Minimum 42 148. 1 5.0 17.8 43 85.6
Average 91 322.0 13.7 49.0 85 273.0
Based on 428,880 gallons per day flow.
* February no test due to scale not working.
** October no good tests due to high water.
1973
SALINA SEWAGE TREATMENT PLANT NO.2
Efficiency in B.O.D. Removal
1973 Raw Lbs./day Final Lbs./day Percent Lbs. /removed/
mg/l recei ved mg/l returned reducti on day
January 211.0 753.2 69.4 247.7 67 505.5
February 243.3 868.5 36.3 129.5 85 739.0
March 146.5 523.0 39.2 139.9 73 383.1
Ap ri 1 116.6 416.3 30.9 110.3 73 306.0
May 96.1 343.0 18.2 64.9 81 278.1
June 124.0 442.6 20.6 73.5 83 369.1
July 135.5 483.7 15.9 56;7 88 427.0
August 160.0 . 571.2 11.5 41.0 93 530.2
September 206.0 735.4 12.3 43.9 94 691. 5
October 101.3 . 361. 6 14.3 51.0 86 310.6
Ñovember 175. 1 625.1 20.0 71.4 88 553.7
December 156.5 540.0 18.4 63.5 88 476.5
Maximum 243.3 868.5 69.4 247.7 94 739.0
Minimum 96.1 343.0 11.5 56.7 67 278.1
Average 155.9 555.3 25.5 91.1 83 464.2
Based on 428,880 gallons per dåy flow.
1973
SA~ITARY SEWE~ COLLECTION SYSTEM
---------------
YE..\¡-:L Y TOTt\L
FL"-:-
Gallons Water Used
1 ,604,000
SEWER STOPPAGES:
Camp 1 a i n ts Re ce i ve d
Complaints in City's Line
192
48
Stoppages Found by Routine Checking
44
MArmOLES:
Rai sed
16
Lowered
None
Rings Replaced
Covers Repl aced
7
7
Covers Sealed'
108
375
Cleaned
MATERIALS USED:
Root Killer (lbs.)
Cement (lbs.)
Bri ck
385
1.900
787
PUMP STATIONS:
Kilowatt-hou'rs Electricity Used
Wet Wells Cleaned
1 .320 .629
67
Trash Removed (cu.ft.)
MYERS HIGH PRESSURE SEWER CLEANER:
LZ1.~
Feet Cleaned
Gallons Water Used
Machi ned Hours
Man-hours
73.519
223,000
91
594
COST
$ 223.00
910.00
1 ,782.00
$ 2,915.00Total
1973
MA lNTENMJCE SU~ER PUr.1P STATIONS
Station No.1:
Had fire fn master cont¡'ol box, burnt out all b¡'eakers. Central
Kansas Electric replaced these and indicated that the cause was
due to water getting in drop line tube from outside.
Station No.2:
Re\.¡ound No.3 motor and converted babbi tt beari ngs. to
Put top and bottom bea¡'ings in r~o. 1 motor in August.
burnt out in December has been rewound and put back in
Put new circulating pump in but did not replace motor.
roll e r type.
This motor
operation.
Stati on No.3:
Put in new alternator.
Station No.6:
Put new reset block on No.'l motor, put stainless steel shafts and
bushings in check valves.
Station No.8:
Station was flooded in October - water getting in where entrance
tube set on b ri ck. B ri ck h as been rep 1 aced wi th s tee 1 tube.
Station No.9:
Put in new air compressor and air line, put new impeller in No.2
pump.
Station No. 11:
Put in new cosmic ai r compressor.
Station No. 16:
Had No.1 shaft and impeller built up.
Station No. 18:
Put new contacts in No.1 motor controls.
Station No. 21:
Put in new air line.
Station No. 24:
Put in new al ternator.
going gate valve.
Refaced No.1 check valve.
Repai red out-
Station No. 35:
Put in new alternator, put all new insides in No.1 gate valves.
Force main broke east of West Crawford pump station in February and again
in April. These were repaired with muller repair clamps.
GENERAL ROUTINE ~INTENANCE
Sump pumps taken out, cleaned, checked, painted and replaced. Dehumidi-
fiers taken out and cleaned. Repacked 18 pumps. Replaced ten mechanical
seals.
1973
BUSINESS OFFICE
Converting our billing and accounts receivable operations to computer
was planned. In conjunction with this, Katnleen Tremblay and I attended
an Ulntroduction to the System 3" seminar in September.
In preparation for the conversion, all office personnel worked on
assigning new account numbers, and entering tap numbers in the meter
books. The active deposits were updated with current addresses and
interest figured through 1973.
Janeth Burch and Toni Pedersen took the data recorder operator course
and began punching cards for our master records November 15. By the end
of the year we had punched 25,000 cards and had approximately 75% of
our accounts ready to Toad. By readjusting our work load this was
accomplished with a minimum of overtime. It could not have been done
without the willing ,cooperation, good working attitudes, and extra
-llpushll by each gi rl i n the offi ce.
In November we mai 1 ed "91111 brochures i n cooperati on wi th the Ci vi 1
Preparedness Agen,cy and the Police Department. Approximately 67 IIgirlll
hours were spent preparing the mailing.
A total of 352 accounts were turned off for non-payment, of these 152
were reconnected, compared to 354 turn offs and 192 reconnects i n 1972.
Reminders were mailed to 14.3% of our accounts in 1973; 1.59% received
final notices and .22% were turned off.
The four outside collection agencies collected a total of 36,134 bills,
averaging 3,009 per month. At $.05 per account collected, payment to
the agencies totaled $1,806.70. The individual breakdown is as follows:
FALLD'S
HI-WAY
ELMORE
SEARS
TOTAL
Year
Total
18,544
4,414
10,342
2,834
36,134
Month ly
Average
1 ,545
367
861
236
3,009
Total
Payment
$ 927.20
$ 220.70
$ 517.10
$ 141. 70
$ 1,806. 70
1973
ACCOUNTING:
Accounts Bi 11 ed
Cubi c Feet Water Metered
Reminders Mailed
Final Notices Prepared
Services Ordered Off for Non Payment
Non Payment Services Reconnected
Reconnect Fees Paid
Fi rs t Letters Sent Concerni ng Late Payments
Second Letters Sent Requiring Deposit
Accounts Turned Over to Credit Bureau
Collections Received from Credit Bureau
YEARLY TOTAL MONTHL Y AVE RAGE
162,974 13,581
223,736,000 18,644,666
23,297 1 ,941
2,599 216
352 29
152 12
$ 1,520.00 $ 120.00
339 28
77 6
$ 839.76 $ 69.98
$ 224.83 $ 18.73
CUSTOMER SERVICE:
Turn On Orders
Turn Off Orders
Other Servi ce Orders
4,159
3,735
4,265
346
311
355
CHARGES:
Water
Tax
Refuse
Sewer
Tap and Front
Mi sce 11 aneous
Footage
$ 965,775.87
24,959.09
246,664.04
291 ,713.99
6,810.33
2,682.35
$
80,481 . 32
2,079.92
20,555.33
32,642.83
567.52
223.52
COLLECTIONS:
Percentage Revenue Through Mai 1
Percentage Revenue Recei ved at Counter
Percentage Revenue Recei ved at Dri ve Up Wi ndow
Percentage Revenue Recei ved from Col1ecti on Agenci es
Number of Accounts Paid at Collection Agencies
Revenue from Coin Operated Water Salesman at Fire Dept.
SERVICE WORK:
On Order:s
Off Orders
Other Service Orders
Retaps
New Taps
Final Notices Delivered
Off for Non Payment
Non Payment Reconnects
Combined Service Work Total
METER READING:
Reading Time (Hours)
Readers Count of Accounts
~1e te rs Re ad
Meters Not Read for Three
Meters in Boxes Not Read
Di al Cards Left
Dial Cards Received
Meter Tiles and Lids
Months
YEARL Y TOTAL
36 ,1 34
$ 222.75
4,244
2,967
4,471
22
66
2,773
316
98
14,953
5 ,961 !-¿
162,086
144,590
1 ,160
686
16,813
9,831
207
1973
MONTHLY AVERAGE
545~
17%
11%
. 17%
3,011
$ 18.56
353
247
372
2
5
231
26
8
1 ,246
, I
,
, ,
496
13,507
12 ,049
96
57
1 ,401
819
17