09/13/1977 - Packet TIGARD WATER DISTRICT 8641 S. W. COMMERCIAL ST.
TIGARD, OREGON 97223
PHONE (503) 639-1554
September 13, 1977
AGENDA
CALL TO ORDER
1. RESOLUTION TO APPROVE MINUTES OF LAST
MEETING
2. VISITORS
3. RESOLUTION TO PAY VOUCHERS
4. RESOLUTION TO AUTHORIZE THE ADMINISTRATOR
TO ADJUST A PATRON'S WATER BILL CAUSED BY
A BONAFIDE LEAK IN THE SERVICE LINE UP TO
A MAXIMUM OF $100. ADJUSTMENT WOULD BE
BASED UPON THE DISTRICT ASSUMING ONE—HALF
THE WATER COSTS IN EXCESS OF THE NORMAL
BILLING FOR THE SAME PERIOD IN PRIOR YEARS
itaiw
5. RESOLUTION TO REQUEST VOTER APPROVAL TO
ISSUE GENERAL OBLIGATION BONDS TOTALING
$4. 4 MILLION ON MAY 23, 1978 WHICH REPRE—
SENTS THE DISTRICT'S SUGGESTED PRO—RATA
SHARE OF A $30 MILLION PROJECT TO DEVELOP
THE WILLAMETTE RIVER AT WILSONVILLE IN
CONJUNCTION WITH OTHER CITIES AND WATER
DISTRICTS
6. OTHER BUSINESS
7. EXECUTIVE SESSION
ADJOURNMENT
Tigard Water District
9-77 Regular Meeting
'v° September 13 , 1977
PRESENT: Jerald R. Heater, Secretary
Clarence F. Nicoli, Treasurer
Gene H. Chamberlin
R. Verne Wheelwright
Robert E. Santee, Administrator
John P. Miller, Foreman
Edward Murphy, Jr. , Attorney
VISITORS: Mr. L. Wachsmuth, 9285 S. W. Edgewood Steet
Robert Galvin, The Oregonian
Tom and Cheryl Beshears, The Tigard Times
The meeting was called to order by Acting Chairman
Nicoli at 7 : 31 p.m.
�,. Motion was made and seconded to approve the minutes
of the last meeting. Motion carried unanimously.
Mr. Wachsmuth appeared before the board to request
relief on a high water bill that was caused by a worn-
out washer on his side of the meter. Motion was made by
Verne Wheelwright and seconded by Gene Chamberlin for
the district to assume one-half the excess cost above
the normal bill for this time of year. (Bill: $74 . 50
minus normal bill: $19. 00 = excess amount: $55. 50)
(Credit = x $55. 50 = $27. 75. ) (Adjusted bill = $46. 75)
Motion carried unanimously.
Motion was made and seconded to pay the vouchers.
Motion carried unanimously.
Motion was made by Verne Wheelwright and seconded
by Jerald Heater to authorize the Administrator to adjust
a patron' s water bill caused by a bonafide leak in the
service line up to a maximum of $100 adjustment. Adjust-
ment would be based upon the district assuming one-half
the water costs in excess of the normal billing for the
same period in prior years. Motion carried unanimously.
Motion was made by Verne Wheelwright and seconded
by Jerald Heater to request voter approval at the Primary
Election on May 23 , 1978 to issue General Obligation bonds
as the district' s share to develop the Willamette River
at Wilsonville as a source of water. Motion carried
unanimously.
Motion was made to adjourn at 8 : 47 p.m. . Motion
carried unanimously.
ADMINISTRATOR'S REPORT
1. Resolution to approve minutes of last meeting.
2. Visitors.
3. Resolution to pay vouchers.
4. Resolution to authorize the Administrator to adjust
a patron' s water bill caused by a bonafide leak in the
service line up to a maximum of $100. Adjustment would
be based upon the district assuming one-half the water
costs in excess of the normal billing for the same period
in prior years.
The matter of making adjustments for water leaks in
service lines has become routine for the Board of Commis-
sioners. It would be advantageous to establish a policy
regarding the maximum amount of adjustment and authorize
lor the Administrator to take appropriate action based upon
the merits of each case. In any event, the customer
would be encouraged to appear before the Board if not
satisfied with the settlement.
5. Resolution to request voter approval to issue G.O.
bonds totaling $4. 4 million on May 23 , 1978 which repre-
sents the district' s suggested pro-rata share of a $30
million project to develop the Willamette River at Wil-
sonville in conjunction with other cities and water dis-
tricts.
The proposal and plan to develop the Willamette
River at Wilsonville with other cities and water districts
in Eastern Washington County was promulgated on August 1,
1977. A deadline of October 31st has been established to
make a decision whether to participate in the venture.
A $4. 4 million bond issue would require an annual
payment (principle + interest) of about $400 ,000. Realiz-
ing that the total annual receipts of the district are
approximately $1, 000 , 000 , increases will be required in
ter• all three areas of revenue: (1) water sales, (2) meter
installation charges, and (3) tax rate.
-1-
ADMINISTRATOR'S REPORT (Continued)
As a starting point, the following increased rates
and charges are suggested:
Increased
Water Rates: Present Proposed % Inc. Revenue
Minimum Charge:
3/4" meter $3/400 CuFt $4/400 CuFt 33% $ 70,000
+ larger meters
Consumption 50 /100 CuFt 60 /100 CuFt 20% 130,000
Meter Installations:
3/4" meter $500 $700 40% 70 ,000
+ larger meters
Tax Rate:
Real Property tax rate 40 /$1, 000 50G/$1, 000 25% 30 ,000
TOTAL: $300, 000
The remaining $100, 000 can be derived from increased
(volume) water sales, more meters installed, and higher
assessed valuation of real property.
The effective date of these increases should be in
July 1978. Public hearings will have to be held.
The reduced wholesale cost of water will not be
realized until 1982 when water becomes available. Most of
the savings, by that time, will be accounted for with
inflation.
The above noted increases in rates are considered
minimal. It is believed that it is a small price to pay
to become part owner of an independent water supply.
In the final analysis, it will be the people who will
make the decision whether to develop the Willamette River
as a source of water. The various elected councils and
boards are merely submitting a proposal to the voters with
an alternative to "renting" water forever. The people
should be afforded that opportunity.
`"r 6. Other Business.
-2-
ADMINISTRATOR`S REPORT (Continued)
7. Temporary connections and exceptions to the pipe-
line extension program.
In accordance with the instructions of the chairman
at the last meeting, the following information is pre-
sented regarding existing policy and exceptions to the
pipeline extension program, including temporary connec-
tions.
Regarding individuals who desire water service,
the general policy of the board, in the past, has been
to require property owner (s) to bear the cost to extend
water mains across the entire frontage on one side of
the property. This is how the water district acquired
most of the distribution system. Once the main is in-
stalled, it becomes the possession of the water district
who is, then, responsible for maintaining the pipeline
and replacing it when necessary.
Over the years, for some reason or another, many
homes were connected to existing pipelines without an
extension of mains. In several cases, prior to my
4441ro, tenure, connections were made without the consummation
of a temporary connection agreement thereby nullifying
any future hope for participation or reimbursement from
that property owner if and when a main is installed in
front of the property. Some of these are:
Tom Fisher: 10470 S. W. View Terrace
Victor Muralt: 10440 S. W. View Terrace
Fred Cooper: 15165 S. W. Suririse .Lane
Temporary connection agreements protect those who
may eventually develop a public road system or who are
required to extend mains to their property. Temporary
connections are a bonanza for those property owners
authorized to make such connections. Without a capital
investment (except for a meter charge) , one can receive
water service without extending a water main. While a
statement may be signed agreeing to participate in such
main extension, the property owner is liable only for
the portion adjacent to his home. More often than not,
someone has to bear the cost to extend the main across
property other than his own.
Temporary connections are in a special category
that must be constantly monitored to ensure that those
44100,
who eventually must pay for main extensions are protected.
-3-
ADMINISTRATOR'S REPORT (Continued)
During the past eight years, temporary connections
have been authorized, in most cases, not for reasons of
hardship, but because it was unknown when, where, and if
a public street or right-of-way would ever be constructed
to or near the property to be served. The property owner
had every right to connect to the existing system and was
willing to pay the cost of the main extension. However,
without a street network there was no way to determine
where the main should be installed. Temporary connection
agreements were deemed necessary to protect future devel-
opers who may be required to extend mains across the
property.
The following list contains names and addresses of
current temporary connections with meters legally in-
stalled:
Carl Weidner 15120 S. W. 150th Avenue
Eugene F. Tienken 15130 S. W. 150th Avenue
Alfred E. Balodis ? S. W. 150th Avenue
John A. Blosser 15000 S. W. 141st Avenue
Eileen V. Edwards 15360 S. W. Bull Mt. Road
Ronald R. Aiken 15330 S. W. Bull Mt. Road
George P. Husvar 15110 S. W. Sunrise Lane
Bud Spezza 14705 S. W. Sunrise Lane
Henry C. Ellington Rte 1, B 405 Scholls Ferry Rd.
Gerald D. Hakola 11885 S. W. 113th Avenue
Edith Simonton 11895 S. W. 113th Avenue
Herbert A. Stark 12510 S. W. Scholls Ferry Rd.
Ralph W. Cook 13735 S. W. Walnut Street
Harvey L. Burns 12475 S. W. Beef Bend Road
Savilla I. Tabor 12460 S. W. Beef Bend Road
Keith L. Barnum 16615 S. W. 128th Avenue
Arnold B. Forsman 16030 S. W. 128th Avenue
P. F. Bisceglia 16840 S. W. 131st Avenue
Bruce Law 15400 S. W. 109th Avenue
George Law 15380 S. W. 109th Avenue
Carl E. Reiling 9095 S. W. Sattler Road
Walter L. Stahl 9115 S. W. Sattler Road
The 22 temporary connections noted above, for the
most part, were approved for the convenience of the water
district and protection to future developers or home
owners, not necessarily for the benefit of the person (s)
being served.
The present pipeline extension policy and procedures
have served the district well and should be continued.
Ater When the pipe replacement program is finished next July,
district crews will have more time to extend mains to
complete circulation loops thus improving the distribution
system. Often, this benefits some property owners who
reside along the route of the pipeline. By the same token,
their contribution to the project materially assists the
district in meeting the financial commitment. Pipelines
on the agenda first should include that area between Bonita
and Durham Road, on 74th, 76th, and 81st Avenues, where
wells are going dry.
-4-
ADMINISTRATOR'S REPORT (Continued)
444000
8. Unmetered water.
Pumped Purchased Total Sold Loss
Month & Cu. Ft Cu. Ft. Cu. Ft Cu. Ft Cu. Ft Loss
Year x 1000 x 1000 x 1000 x 1000 x 1000 %
Aug 1977 3, 838 *5, 993 (L.0. ) 15, 029 12, 296 2 ,733 18 . 2%
5,198 (Port)
Total
FY1977-8 5, 317 21, 348 26, 665 22 , 698 3, 967 14. 9%
(2 mo. )
* 75% of water consumed during August 1977 was purchased
from either Lake Oswego or Portland.
Summary of water purchased and/or pumped and water losses:
FY Well Lake Oswego Portland Water Loss
1973-74 48% 52% -0- 11. 1%
1974-75 40% 59% 1% 16. 2%
1975-76 39% 59% 2% 7. 4%
ti..r
1976-77 33% 65% 2% 5. 5%
9. Percentage of Bull Run water purchased for computing
amount due for Systems Development Charge.
Month & Well Lake Oswego Portland Total %
Year Cu. Ft. Cu. Ft. Cu. Ft. Cu. Ft. Bull Run
Jul 1977 1,478,780 8,090 , 600 2,065,700 11, 635, 080 17. 75407%
Aug 1977 3, 837,780 5, 992, 800 5,198 ,400 15,028 ,980 34 . 58917%
TOTAL: 5, 316, 560 14 , 083 , 400 7,264 ,100 26 , 664 ,060 27 . 24304%
(2 mo. )
10. Water pumped from wells, Calendar Year 1977.
Month Actual *Actual Allocation/Month
1977 Cubic Feet Acre-Feet Acre-Feet (4 wells)
Jan 1,955,100 44. 9 88 (#3 & #4 off)
Feb 1,795, 820 41. 2 88 (#3 & #4 off)
Mar 2,081,770 47 . 8 88 (#3 & #4 off)
Apr 3,068 , 550 70. 4 88 (#3 & #4 off) (#1 deeper
May 3,224, 240 74. 0 88 (#4 offY (#3 off 3/4 mo)
Jun 3, 235, 440 74 . 2 88 (#4 off)
Jul 1,478,780 34. 0 88 (#1 & #4 off)
Aug 3, 837,780 88 .1 88
20, 677 ,480 474. 7 704
* 1 acre-foot = 43, 560 cubic feet
Actually pumped in prior years: 1974 : 924 Acre-feet
1975: 930 Acre-feet
1976: 847 Acre-feet
1977 : 712 Acre-feet (est. )
-5-
ADMINISTRATOR' S REPORT (Continued)
vivo
11. Work accomplished during August 1977.
a. TWD installed 1650 feet of 12" D. I. , 2500 feet
of 8" D.I. , and 3800 feet of 6" D.I . pipe + 5 fire
hydrants on Bull Mountain Road, Sunrise Lane, 146th
Avenue, and 150th Avenue, to replace 4" O.D. steel pipe
and parallel for pressure system.
b. Private contractor installed 1500 feet of 6"
D. I. pipe + 3 fire hydrants along S. W. Oaktree Lane
and Oakhill Lane in Summerfield, Plat 10 , for 55 single
family dwellings. (TDC) .
c. TWD installed 34 meters. (5177 - 5144) .
District also serves 41 meters in Metzger Water District.
Total: 5218.
12. Work to be accomplished during the next fiscal year.
Now September 1977
a. TWD install 390 feet of 12" D.I . pipe + 1 fire
hydrant along S. W. 125th Avenue, from Bull Mountain Road
northerly to serve 10-MG reservoir. Also, install 180
feet of 6" D.I. pipe from both 125th (60 feet) and Bull
Mountain Road (120 feet) to serve 10-MG reservoir.
b. TWD install 560 feet of 12" D. I. and 440 feet
of 6" D. I. pipe + 3 fire hydrants along Hazelhill Drive
to serve new development of 23 single family dwellings
between Bull Mountain Road and Gaarde Street, north of
10-MG reservoir site. (HAZELTREE) (Robert Ames) .
c. TWD install 460 feet of 6" D.I . pipe from Iron-
wood Loop to Black Diamond Way to serve a new development
called BLACK BULL PARK.
d. TWD install 700 feet of 6" D.I . pipe + 1 fire
hydrant along access road to old Metzger USA treatment
plant, north of North Dakota Street, to serve new
development of 15 single family homes. (PINERIDGE)
e. TWD install 400 feet of 6" D.I . pipe + 1 fire
hydrant along Pacific Highway from Watkins Street to
Nownew tire shop (Nelson's) located near MacDonald Street,
-6-
ADMINISTRATOR'S REPORT (Continued)
`Orr
September 1977 (Continued)
f. Private contractor install 400 feet of 6" D.I .
pipe + 1 fire hydrant along Pembrook Street, west of
97th Avenue, for development of 14 homes. (CLOUD CAP) .
g. Private contractor install 800 feet of 8" D.I .
and 790 feet of 6" D.I. and 200 feet of 4" D.I . pipe +
2 fire hydrants for development of 33 single family
dwellings, located across from Metzger USA treatment
plant, near North Dakota Street. (BLACK BULL PARK)
(Mike Robinson) .
h. Private contractor install 6" D. I . mains for
Phase I of three phases for apartment complex of 59,
63, and 63 units in Summerfield near S . W. 113th Avenue,
north of Durham Road. (ALDERBROOK APARTMENTS) .
Phase 1: 510 feet of 6" D.I . pipe + 3 F.H.
Phase 2: 1040 feet of 6" D.I . pipe + 3 F.H.
Phase 3: 560 feet of 6" D. I. pipe + 1 F.H.
i. Private contractor install 860 feet of 36" D.I .
N'" pipe, 600 feet of 24" corrugated steel pipe (drain line) ,
and 720 feet of 12" D. I . pipe along Hazeltree Drive to
serve 10-MG reservoir.
October 1977:
a. TWD install control vault for 10-MG reservoir.
b. TWD install 550 feet of 12" D.I. pipe, including
a Cla-valve in vault, from pump station at #2 reservoir
to Hazelhill Drive so that 10-MG reservoir can be filled.
c. Private contractor install pump at #2 pump
station to fill 10-MG reservoir.
d. Private contractor install 300 feet of 4" D.I .
pipe for development of 8 houses on Watkins Street, north
of Derry Dell Street. (WATKINS PARK)
e. Private contractor install 230 feet of 6" D.I.
pipe + 1 fire hydrant for new development of 9 single
family dwellings located at North Dakota and 115th Avenue.
(BARTON SUBDIVISION) .
f. Private contractor install 1900 feet of 8" D.I . ,
1400 feet of 6" D.I. pipe + 6 fire hydrants for 71 single
family dwellings located at 88th Avenue, north of Durham
Road. (STRATFORD) (David Farr) .
-7-
ADMINISTRATOR' S REPORT (Continued)
November 1977:
a. TWD install 1300 feet of 12" D.I . pipe +
2 fire hydrants along 72nd Avenue, Kable to Upper
Boones Ferry Road, to serve a new commercial develop-
ment. (Equities Northwest) .
b. Private contractor backfill and landscape
10-MG reservoir.
c. Private contractor install 1030 feet of 6"
D.I. pipe + 5 fire hydrants for 15 office sites located
on Fir Street, east of 72nd Avenue. (YARNS PARK) .
d. Private contractor install 1535 feet of 6" D.I .
pipe + 3 fire hydrants along Cresmer Drive and Renee
Drive, near Ash and Garrett Streets, for new development
of 37 single family dwellings. (RENEE' PARK)
December 1977:
a. TWD install 330 feet of 6" D.I. + 1 fire hydrant
along 111th Place, north of Fonner Street, for new devel-
opment of 13 single family dwellings. (WILDERNESS) .
b. Private contractor install 320 feet of 36" D.I.
pipe and 320 feet of 24" corrugated steel pipe (drain
line) from 10-MG reservoir to Corylus Court to serve
10-MG reservoir.
c. Private contractor install 700 feet of 12" D.I . ,
1370 feet of 6" D. I . , and 240 feet of 4" D.I . + 3 fire
hydrants for new development of 39 single family dwellings
along Serena Court and Kimberly Drive, near Durham Road
and 98th Avenue. (KER-WOOD ESTATES) .
February and March 1978:
a. TWD install 2260 feet of 12" D. I . pipe + 4 fire
hydrants from Fern Street pump station to 132nd Street
pump station to parallel for pressure and eliminate Fern
Street pump station.
April 1978:
a. TWD install 640 feet of 8" D.I. pipe along S . W.
141st Avenue, south of Bull Mountain Road, and 1370 feet
of 6" D. I. pipe on Bull Mountain Road, east of 141st
41me Avenue, to parallel for pressure system, and replace 6"
O.D. steel pipe.
May 1978:
a. TWD install 650 feet of 8" and 650 feet of 6"D. I.
pipe along the easterly extension of Sunrise Lane from
B.P.A. to Hi Tor reservoir to complete circulation loop
and replace 4" O.D. steel pipe.
-8-
ADMINISTRATOR'S REPORT (Continued)
Pending developments:
a. Private contractor install 1250 feet of 8"
D.I. , 60 feet of 6" D.I. , and 530 feet of 4" D.I. +
3 fire hydrants for new development of 30 single
family dwellings located on S. W. 92nd Avenue, north
of Durham Road. (LAUNALYNDA PARK) (Mrs . Reidling) .
b. Private contractor install 1100 feet of 6" D.I .
pipe + 2 fire hydrants for development of 15 single
family dwellings located on S. W. Pathfinder Way, 107th
Court to Walnut Street. (YOLO ESTATES) (Pollock Invest-
ments, Inc. ) .
c. Private contractor install mains near 92nd
Avenue, south of Durham Road, for new development of
75 single family dwellings. (Donald E. Pollock, Inc. )
d. Private contractor install mains for Edwards '
property at two sites: S. W. Bull Mountain Road, west
of Pacific Highway, for 41 homes sites; and S. W. 115th
Avenue, near Fairhaven Street, for 99 home sites.
4•40-
-9-
The COu
A monthly journal dedicated to the mutual interests of
stair
King City • Summerfield • Royal and Eldorado Mobile Villas
Vol. 12,No.9
SEPTEMBER 1977
'.6-4114;
,
By Hugh A.Scott
Acceptance of the plan to develop the Willamette River as
a source of domestic water for six water districts in eastern
Washington County finally depends,.in our opinion,on the
willingness of water users to accept Willamette River water
as a source of supply for the kitchen tap.
Several years ago,the citizens of Lake Oswego voted down,
a plan to use the Willamette River as the primary source of
water for teat city. They wound up going,`instead, to the
Clackamas. It was generally accepted at the time that the
people of Lake Oswego had a psychological hangup on Wil-
lamette River water because of the long history of pollution
of that waterway.
Well, the Willamette River isn't all that polluted any
more. Improved wastewater treatment by upriver munici-
palities,plus the substantial cleanup of industrial pollution,
has led the State Public Health Division to proclaim the Wil-
lamette a suitable source for domestic water supplies,
given adequate treatment of the raw water.
In recent years, too, the technology of treating both raw
water and wastewater has reached the point that the worst
contamination can be cleaned up, and the water rendered fit
for drinking,by applying appropriate filtration and chemical
treatment. This isn't marginal treatment, either; the
resulting water supplies can be as good as any found any-
where in the world,including Bull Run.
Your editor has had a drink of the effluent from the South
Tahoe Public Utility District sewage treatment plant at Lake
Tahoe,and found it very good. No reason not to;it was 99.8
percent pure water.
All the major problems--removal of solids, removal of dis-
solved phosphates,removal of ammonia,:-elimination of bac-
teria and' other biological pollutants--have been solved.
The resulting treated water tastes good;it is good.
What's more, citizens of this area stand to benefit in two
other ways.by developing the Willamette as the source for,
domestic water supplies. First,the cost is bound to get pro-
gressively lower in contrast to continued importation of
water from Lake-Oswego or Bull Run; and second, the sup-
ply is boundto be more secure in future low-water periods,
when all agencies may have to i , , their resources to insure.
*.- that some userswithin the ' �,_�`,a metropolitan area do not
have to go without water.
''Tigard,Water District's share of the cost of the new treat-
ment plant and wholesale distribution system—approx-
imately fits- $4 million-is vely small comms d tg bene-
.. : ;� ,
h..
w� �ined and s � � � ��� , � the
s;; ,even though the mal
framework of m
bonding f F o. !ation. Over the long pts;
.
.
GENERAL FUND BUDGET REPORT
ESTIMATE ESTIMATE + OVER
1976-77 1977-78 1976-77 AUGUST 1977-78 1976-77 AUG. ACCUM. 1977-78 - UNDER
ACCOUNT ACTUAL BUDGET ACTUAL BUDGET ACUTAL ACTUAL BUDGET ACTUAL BUDGET
Beginning Working Capital 63,833 111,000 75,626 91,000 72,662 ' 63,833 111,000 98,973 - 12,027
INCOME:
406 Meter Installations 224,925 235,300 13,500 14,200 18,200 25,300 26,600 27,500 + 900
407 Line Extension Rebate 1,800 3,000 -0- 250 -0- -0- 500 1,562 + 1,062
408 Miscellaneous Income 7,014 9,000 1,118 750 140 j 1,068 1,500 457 - 1 ,043
412 Interest Income 369 600 213 50 -0- 369 100 -0- - 100
418-419 Water Sales 582,603 651,800 64,115 71,000 70,361 120,123 133,000 131,106 - 1,894
425 Penalties for Non-Pay 340 600 15 50 25 60 100 70 - 30
427 Sale of Equipment -0- 600 -0- 50 -0- -0- 100 -0- - 100
430 Developer's - 10% Overhead 33,505 24,000 4,175 2,000 2 ! 4,176 4,000 239 - 3,761
430-1 Developer's - 8% Engineering 17,950 16,000 3,340 1,300 -0- i 3,340 2,700 129 - 2,571
430-2 Developer's - Equipment 8,174 8,000 2,677 700 -0- 2,677 1,300 352 - 948
430-3 Developer's - Wage Reimbursement 12,142 12,000 4,403 1,000 -0- 4,403 2,000 629 - 1,371
TOTAL INCOME & WORKING CAPITAL 952,655 1,071,900 169,182 182,350 161,390 225,349 383,900 261,017 - 21,883
EXPENDITURES: Personal Services
500,1,2,3,4 Salaries 159,498 177,904 12,369 14,800 14,413 25,347 29,600 28,769 - 831
504-1 Overtime 5,441 7,200 384 600 893 774 1,200 1,416 + 216
505 Field Labor 26,861 32,996 2,950 5,000 4,948 5,034 10,000 9,534 - 466
506,1,2 Office Employees 20,422 22,200 1,650 1,850 2,322 _4 3,300 3,700 4,428 + 728
212,222 240,300 17,353 22,250 22,576 34,455 44,500 44,147 - 353
EXPENDITURES: Material & Services
507 Blue Cross of Oregon - Medical 3,426 7,200 256 600 558 492 1,200 1 ,117 - 83
507-1 Bankers Life Nebransa - Dental 880 1,200 65 100 74 130 200 155 - 45
508 Retirement 7,663 12,600 (263) (450) (647) 2,178 3,600 3,035 ' - 565
509 Social Security 11,473 13,200 992 1,100 1,303 1,987 2,200 2,567 + 367
510 State Accident Insurance Fund 10,305 13,200 -0- -0- -0- -0- -0- -0- -0-
511 State Unemployment Comp. 1,500 4,800 -0- -0- -0- -0- -0- 952 + 952
512 Advertising & Elections 728 600 -0- 50 -0- -0- 100 -0- - 100
514 Equipment Rentals 283 600 44 50 95 39 100 86 - 14
515 General Insurance 16,495 18,000 -0- -0- -0- ' 1,179 1,500 1,404 - 96
516 Miscellaneous Expenses 2,077 1,800 131 150 38 136 300 72 - 228
517 Dues & Subscriptions 678 900 48 100 25 73 100 25 - 75
518,1,2 Office Supplies & Expenses 10,126 9,000 755 750 758 1,265 1,500 1,772 + 272
519,1,2 Professional Fees 15,732 10,500 3,074 500 500 , 5,204 1,000 900 - 100
520 Meter Maintenance 4,921 6,000 -0- -0- 207 531 500 567 + 67
521,1,2,3 Repairs - Lines, Pumps, etc. 4,957 6,000 573 1,500 1,349 ' 589 2,000 2,151 i + 151
. i
GENERAL FUND BUDGET REPORT (Cont.)
ESTIMATE ESTIMATE + OVER
1976-77 1977-78 1976-77 AUGUST 1977-78 1976-77 AUG. ACCUM. 1977-78 - UNDER
ACCOUNT ACTUAL BUDGET ACTUAL BUDGET ACTUAL ACTUAL BUDGET ACTUAL BUDGET
522,1,2,3 Utilities 6,572 7,200 544 600 575 1,053 1,200 1,099 + 151
523 Fire Hydrant Maintenance 2,078 2,400 -0- 200 -0- 327 400 -0- - 400
524 Truck & Equip. Maintenance 5,771 7,200 368 600 409 1,244 1,200 914 - 286
524-1 Gasoline & Oil 6,376 7,200 530 600 792 1,118 1,200 1,498 + 298
524-2 Tires & Batteries 778 1,200 -0- 100 -0- -0- 200 -0- - 200
525,1 Water Costs - Electricity 30,766 36,000 2,976 3,000 2,820 5,737 6,000 5,725 - 275
525-2 Water Costs - L.O. , Portland 100,005 112,500 14,710 16,900 24,583 26,297 30,200 42,391 + 12,191
526 Interest Expense 984 600 -0- -0- -0- -0- -0- -0- -0-
527 Small Tools 884 1,200 67 100 383 67 200 468 + 268
529 Rain Gear, Safety Equip. , Etc. 1,025 1,200 127 100 35 151 200 126 - 74
530 Employee Training 433 600 -0- 50 -0- -0- 100 -0- - 100
246,919 282,900 24,997 26,700 33,857 49,797 55,200 67,024 + 11,824
EXPENDITURES: Cpaital Outlay
548 Fire Hydrants 2,750 2,400 -0- -0- -0- -0- 1,600 1 ,597 - 3
549 Equipment 73,362 33,200 -0- -0- -0- 8,784 -0- -0- -0-
550 Buildings & Additions -0- 3,600 -0- -0- -0- -0- -0- -0- -0-
551 Meter Installations 37,030 43,300 2,696 2,800 1,976 3,808 4,000 4,268 + 268
552 Land & Improvements 8,434 51,000 -0- -0- -0- 3,617 41,000 41,000 -0-
553 Operating Contingencies -0- 53,400 -0- -0- -0- -0- -0- -0- -0-
554 Line Extensions 1,765 39,600 -0- -0- -0- -0- -0- -0- -0-
555 Line Replacements -0- 139,200 -0- 500 324 -0- 500 324 - 176
123,341 365,700 2,696 3,300 2,300 16,209 47,100 47,189 + 89
700 Transfer to Bond Sinking Fund 271,200 72,000 -0- 6,000 12,000 752 12,000 12,000 -0-
Net Fund Balance 98.973 111,000 124,136 124,100 90,657 124,136 124,100 90,657 - 33,443
952,655 1,071,900 169,182 182,350 101,390 225,349 282,900 261,017 - 21,883
1
August 31, 1977 Inventory Balance $ 118,140.09
4 f
BOND SINKING FUND AUGUST YTD
103 Cash balance at first of period 46 353
108 Invested monies at first of period 195,107 265,307
INCOME:
400 Transfer-in from General Fund 12,000 12,000
412 Taxes: Current 386 386
413 Delinquent 125 125
414 Trailer House -0- -0-
415A Land Sales -0- -0-
418 Interest Earned from Invested Monies 992 992
419 Interest Earned from Property Taxes -0- -0-
Transfer-in from Invested Monies -0- 70,200
13,503 83,703
EXPENDITURES:
585 Bond Principal -0- -0-
586 Bond Interest -0- 70,507
587 Bank Fees and Postage -0- -0-
Transfer-to Invested Monies 13,492 13,492
13,492 83,999
TOTAL CASH AT END OF MONTH 57 57
TOTAL INVESTED MONIES AT END OF MONTH 208,599 208,599
$ 208,656 $ 208,656
( 4
BOND CONSTRUCTION FUND - Issue 1976 AUGUST YTD
235 Due (to)/from General Fund 6,121 (189)
101 Cash balance at first of period 28 55
106 Local Government Pool at first of period 712,597 770,797
INCOME:
410 Sale of Bonds -0- -0-
412 Interest Income 3,674 3,674
Transfer-in from Government Pool 66,700 124,900
70,374 128,574
EXPENDITURES:
521 Bond Costs -0- -0-
522 Professional Fees -0- -0-
523 Bond Interest -0- -0-
TOTAL MATERIALS & SERVICES -0- -0-
540 Purchase of Land -0- -0-
541 10 MG Reservoir @ 125th & Bull Mt. Rd. 30,698 67,925
542 Major Transmission Lines (Extensions) -0- -0-
543 Pipeline Replacements 1,237 15,927
TOTAL CAPITAL OUTLAY 31,935 83,852
Transfer to Government Pool 3,674 3,674
35,609 87,526
TOTAL CASH BALANCE AT END OF PERIOD 30 30
TOTAL INVESTED MONIES AT END OF PERIOD 649,572 649,572
DUE (TO)/FROM GENERAL FUND 40,884 40,884
$ 690,486 $ 690,486
TIGARD WATER DISTRICT AUGUST 31, 1977
WELL RECORDS:
*10,,. WELL HOURS STATIC PUMPING CUBIC FEET COSTS-ELECT. HOURS
NO. OFF LEVEL LEVEL PUMPS, ETC.
1 1,751,850 $ 261.23 699
2 1,028,200 701.25 744
3 440,890 286.50 743
4 616,840 214.45 705
All 7 pump stations & Alarm-telemetry Phones 1,356.55
3,837,780 $ 2,819.98
METER RECORDS:
Meters #5,144 through #5,177 = 34 meters sold.
BILLING DETAIL:
August $ 70,355.75
Delinquent 496.67
12,296,300 cubic feet of water billed.
TIGARD WATER DISTRICT August 1, through 31, 1977
SCHEDULE OF DISBURSEMENTS
GENERAL FUND
CHECK# PAYEE AMOUNT ACCOUNT
18935 Southwest Church of Christ 607.80 240, (430)
18936 First National Bank of Ore-King City Br. 7.85 201
18937 U. S. National Bank of Ore-King City Br. 3.75 201
Nue
18938 Frank's Disposal Service, Inc. 11.45 201
18939 Electromatic Assoc. , Inc. 26.00 201
18940 Fidelity Products Co. 43.81 201
18941 I B M - Office Products Div. 57.60 201
18942 Willamette Industries 141.05 201
18943 Pitney Bowes 37.50 201
18944 All Metro Spray, Inc. 30.00 201
18945 Coopers & Lybrand 400.00 201
18946 Oliphant & Bates, Insurance 1,404.00 201
18947 L.H. Vobb Crushed Rock 1,015.20 201
18948 State of Oregon - Employment Division 951.53 201
18949 Consolidated Supply Co. 30.88 201
18950 Wash. County- Dept of Taxation - Drafting 2.25 201
18951 Rentex Corporation 85.26 201
18952 Knauss Chevrolet 75.00 201
18953 Cantel Incorporated 32.90 201
18954 Miller Paint Co. , Inc. 349.99 201
18955 Power Rents, Inc. 52.00 201
18956 Barbur Blvd. Rentals 150.00 201
18957 H & T Rototilling 30.00 201
18958 Doug's Auto Parts 17.60 201, (408)
18959 Hinds Supply Company 990.53 201
18960 Coast to Coast Stores 22.71 201, (408)
18961 Valley Auto Parts 6.17 201
18962 U. S. Pipe & Foundry Company 58,395.30 201
%we 18963 Pacific Water Works Supply Co. , Inc. 891.12 201
18964 Meter Box EQuipment Co. 259.86 201
18965 Kilham Stationery & Printing Co. 1.75 201
18966 Southwest Office Supply 323.46 201
18967 Badger Meter Inc. 759.60 201
18968 Waterworks Supplies Co. 389.50 201
18969 Traffic Safety Supply Co. 91.20 201
18970 Chevron U.S.A. , Inc. 60.60 201
18971 Shuman Equipment Co. 30.31 201
18972 Dick's Pump & Meter Service 61.13 201
18973 Mascott Equipment Co. , Inc. 91.10 201
18974 Pacific Stationery 51.37 201
18975 Case Power & Equipment 35.62 201
18976 Cascade Microfilm Systems, Inc. 57.50 201
18977 Oregon Asphaltic Paving Co. 297.45 201
18978 Watt Welding Supply 4.02 201
18979 Bureau of Water Works 6,481.67 201
18980 City of Lake Oswego 11,326.84 201
18981 Layton Sales & Supply Co. 41.60 201
18982 Secretarial Answering Service 27.50 518
18983 Rogers Machinery Co. , Inc. 370.03 521-3
18984 General Telephone 382.41 522, 525-1
18985 John P. Miller 576.08 502
18986 Robert E. Santee 638.32 500
18987 Nancy L. Larson 322.77 506
.,,,,,r,,. 18988 Janice E. Roderick 212.80 506-1
18989 Annie L. Schwartz 145.05 506-1
18990 Pamela J. Redmond 123.35 506-1
18991 Russell A. Thomas 469.88 501, 504-1
18992 William C. Bryant 436.88 504
18993 John C. Dixon 567.01 501-1, 504-1
18994 Harold H. Kuehn 290.15 503-2
TIGARD WATER DISTRICT August 1, through 31, 1977
SCHEDULE OF DISBURSEMENTS
GENERAL FUND (Cont.)
CHECK# PAYEE AMOUNT ACCOUNT
18995 Gregory M. Stroeder 311.48 503-1, 504-1
18996 Robert M. Adams 180.78 503-1, 504-1
18997 Donnie R. Foster 384.27 503, 504-1
18998 Randy J. Volk 491.48 502-1, 504-1
18999 Curtis D. Heintz 175.17 505
19000 Ervin A. Soot 309.92 505
19001 Richard L. Anderson 242.44 504-1, 505
19002 Bonnie D. Hall 327.36 501-2
19003 Mickey L. Wilson 304.17 505
19004 Daniel C. Tate (Final) 181.66 505
19005 Douglas E. Hardt 275.37 505
19006 Guy Williams 304.17 505
19007 Bureau of Water Works - Syst. Dev. Chg. 24.83 551
19008 City of Tigard 537.53 240, (430)
19009 Glen Wilcox 302.10 240, (430)
19010 Robert E. Santee 709.65 500
19011 Nancy L. Larson 334.20 506, 522-3
19012 Janice E. Roderick (Final) 382.12 506-1, 522-3
19013 Annie L. Schwartz 155.35 506-1, 522-3
19014 Pamela J. Redmond 106.90 506-1
19015 John P. Miller 612.83 502
19016 Russell A. Thomas 450.18 501, 504-1
19017 William C. Bryant 527.15 504, 504-1
19018 John C. Dixon 470.33 501-1
19019 Harold H. Kuehn 231.97 503-2
19020 Gregory M. Stroeder 279.64 503-1, 504-1
19021 Robert M. Adams 227.15 503-1
19022 Donnie R. Foster 449.68 503, 504-1
'w"' 19023 Randy J. Volk 435.61 502-1
19024 Curtis D. Heintz 298.35 504-1, 505
19025 Ervin A. Soot 309.68 505
19026 Richard L. Anderson (Final) 160.57 505
19027 Bonnie D. Hall 327.28 501-2
19028 Mickey L. Wilson 287.76 505
19029 Douglas E. Hardt 358.46 505
19030 Guy Williams 287.76 505
19031 Public Employees Social Security 2,605.46 211, 509
19032 U.S. Nat'l Bank - Federal Deposit 3,321.30 212
19033 Dept. of Revenue - State of Oregon 1,285.00 213
19034 Blue Cross of Oregon 558.55 507
19035 Washington County F. C. U. 1,333.00 216
19036 Banker's Life Nebraska - Dental 175.46 217, 507-1
19037 Banker's Life Nebraska - Life 89.74 217
19038 Family Cancer Plan Insurance Co. 36.20 218
19039 NW Natural Gas Company 10.09 522-1
19040 P. G. E. 2,802.51 522-2, 525
19041 Frank's Disposal Service, Inc. 11.45 522-3
19042 Bureau of Water Works 16,193.04 525-2
19043 Washington County Dept. Public Works 25.00 517
19044 Brewed Hot Coffee, Inc. 19.55 516
19045 P. G. E. - Repairs 107.70 555
19046 Coopers & Lybrand 500.00 519
19047 Homelite Textron 258.83 201, 527
Na,„ 19048 U. S. Postal Service 500.00 518-1
19049 Petty Cash 53.95 516, 518, 518-1
19050 TWD - Bond Sinking Fund 12,000.00 700
$ 144,438.24
TIGARD WATER DISTRICT August 1, through 31, 1977
SCHEDULE OF DISBURSEMENTS
OTHER FUNDS
CHECK# PAYEE AMOUNT ACCOUNT
BOND SINKING FUND
None
BOND CONSTRUCTION FUND - Issue 1976
136 Richard L. Martin, Inc. 30,692.60 541
137 Pittsburgh Testing Laboratory 5.50 541
138 TWD - General Fund 36,000.00 235
$66,698.10
TWD - GENERAL FUND - FNB
173 TWD - General Fund - USNB $ 408.00 107
Tigard Water District
8-77 Regular Meeting
August 9 , 1977
low
PRESENT: Hugh A. Brown, Chairman
Jerald R. Heater, Secretary
Clarence F. Nicoli, Treasurer
Robert E. Santee, Administrator
John P. Miller, Foreman
Edward Murphy, Jr. (7: 40 p.m. )
VISITORS: Earl R. Bardell, 15070 S. W. 81st Avenue
(8: 31 p.m. )
The meeting was called to order by Chairman Brown
at 7: 31 p.m.
Motion was made and seconded to approve the minutes
of the last two meetings. Motion carried unanimously.
,.. The chairman called for an executive session to
discuss employer - employee relations.
The regular meeting was re-opened at 8 :31 p.m.
Motion was made by Clarence Nicoli and seconded by
Jerald Heater to reconsider the case of granting Mr.
Earl Bardell a temporary connection. Motion carried
unanimously.
Motion was made by Clarence Nicoli and seconded by
Jerald Heater to rescind the approval of a temporary
connection to property located on S . W. 81st Avenue
owned by Mr. Bardell. Motion carried unanimously.
Motion was made and seconded to pay the vouchers.
Motion carried unanimously.
The Board unanimously agreed to continue having
legal counsel present at all meetings.
Motion was made by Jerald Heater and seconded by
Clarence Nicoli for the Administrator to research and
study the possibility and legality of the purchase and
use of a check protector with automatic signatures for
the disbursement of funds. Motion carried unanimously.
-1-
Minutes (Continued)
August 9, 1977
Aolow
Motion was made by Clarence Nicoli and seconded
by Jerald Heater for the water district to assume one-
half the cost of that amount over the normal water
bill for Ms Pat Roberts, 11725 S. W. 116th Avenue,
which was caused by high water consumption due to an
undetected leak in the service line between the meter
and the house. Total credit = $14 . 50. Motion carried
unanimously.
The Chairman requested the Administrator to accom-
plish the following prior to the next meeting:
(1) Draft a "leak proposal" resolution that would
place these adjustments for service line leaks under
the jurisdiction of the Administrator.
(2) Draft a first draft for guidelines of either
modification to the rules and regulations or a position
paper on this matter of exceptions to pipeline extension
policy in temporary connections.
(3) Schedule another executive session immediately
``"w following the next regular board meeting to further dis-
cuss employer - employee relations.
Motion was made to adjourn at 9 : 58 p.m. Motion
carried unanimously.
10010.
-2-
TIGARD WATER DISTRICT __ _ _x341 S. W. CUlrMERCIAL ST.
TIGARD, OREGON 97223
PHONE (503) 639-1554
January 1.9 , 1977
Elden Carter
Carter. - Bringle Associates
5331 S. W. Macadam Re : I-MG Reservoir
Suite 225 S. W. Hi Tor Drive
Portland, Oregon 97201 Tigard, Oregon
Dear Mr. Carter:
For over a year we have been observing the continued
deep depressions , severe cracking, and ponding of the con-
crete cover on the subject reservoir. This is a reservoir
designed by you in 1971.
.vim, It appears that the concrete slab was designed too
thinly, or more probably, the amount of reinforcing steel
was inadequate.
Surface water entering the tank via cracks in the
concrete roof could contaminate the water supply. Also,
surface water settling on the reinforcing steel located
within the slab could cause corrosion and resultant failure.
1 believe that this condition, if allowed to continue, will
eventually deteriorate the concrete cover beyond acceptability,
and possibly, could be dangerous .
It is requested that you review your computations on
the strength of the reservoir cover, , personally visit the
site, and recommend corrective action.
Very truly yours,
TIGARD WATER DISTRICT
/ •
/e5;%
Robert E. Santee
Administrator
;ftw cc : Kenneth W. Baines
TIGARD WATER DISTRICT_-- ---.---_-- ----.OE34 a. W [IMMERCIAL ST.
11C3AR,,, OSYECHON 97223
PHONE :503) 639-1554
March 30 , 1977
Elden Carter , P.F .
Carter - Bringle 7.ssociate:.
5331 S. W. Macadam Re: 1-MG Reservoir,
Suite 225 S . W. Iii Tor Drive
Portland, Oregon 97201 Tigard , Oregon
Dear Mr. Carter:
On January 19 , 1977 I advised you by I et t er of the
present dangerous condition of the concrete roof club on
the Hi Tor reservoir which was designed by you in 1971.
Other than telephone calls , no visible action has been
taken.
We now notice rust stains appearing near the cracks
lorsw in the concrete which indicate that the reinforcing steel
is deteriorating. Further, the large depressions in the
concrete slab continue to get deeper.
I believe the condition of the roof slab is getting
worse and failure is imminent. Immediate corrective
action is strongly recommended to preclude potential
lawsuits for property damage and/or personal injury
resulting from such failure.
Please advise.
Very truly yours ,
TIGARD WATER DISTRICT
":141.101/-/;_"2-4
Robert E. Santee
Administrator
cc: Kenneth W. Baines
�oNsuLT,,Lc
*4110,
CARTEI,BRINGLE &ASSOC.
�g
GINEE
THE WATER TOWER • SUITE 255 • 5331 S.W. MACADAM AVENUE • PORTLAND, OREGON 97201 • TELEPHONE 503/224-4226
May 18, 1977
Mr. Robert E. Santee
Administrator
Tigard Water District
8841 S. W. Commercial Street
Tigard, Oregon 97223
RE: 1.0 M.G. Reservoir
Hi Tor Drive (193-004)
Dear Mr. Santee:
vow Since my visit to the reservoir site last month with you and John Miller, we have
been assembling and studying data concerning the design and construction of the
reservoir roof for an explanation of the deflection.
As you know, the structure was designed by Charles Gary Peterson, P.E. , structural
engineer, who inspected the roof with you on April 4, 1977. Mr. Peterson has
reviewed his design calculations and construction plans and can find no explanation
for the deflection. In his opinion the deflection in three of the roof panels is
at an acceptable level but that the northwest panel is more than would be expected.
We have a copy of a Transmittal Notice from Gary Peterson to Rocky Goodall, Wash-
ington County Building Department, transmitting one set of six computation sheets
pertaining to the structural design of the roof structure. This apparently was
needed for review prior to issuing the building permit.
The concrete in the northwest panel pour was tested by Northwest Testing Laboratories
and their certificate No. 120524 dated May 16, 1972 indicates a 28 day compressive
strength of 4,000 p.s.i. , which was specified.
The reinforcing steel was furnished by Northwestern Steel Construction Co. , and their
detail drawings called for Grade 60 steel, which was specified.
Cont'd. . . .
Mr. Robert E. Santee
*olow Hi Tor Reservoir (193-004)
May 18, 1977 - Page Two
The director of the Office of Public Health Engineering, State Health Division,
approved the plan for the reservoir by letter of October 5, 1971.
Reports from our field inspector indicate that the reinforcing steel was properly
placed and that the concrete was poured during cool weather with no unusual con-
ditions. The appearance of steel at the surface is probably "tails" or laps,
and their locations are not critical. We have all agreed that placing four mats
of steel in the roof slab leaves little margin.
As a precaution against further deflection of the critical roof slab area, a
vertical strut of steel pipe or structural steel with plate ends could be installed.
We recommend against attempting to raise the deflected slab by forcing or jacking.
A coating of epoxy or similar product could be given the surface of the concrete
to prevent any possible seepage through the slab.
We recommend against adding more concrete to the surface of the slab, but other
light weight coatings could be used to even the grade.
It would be helpful to inspect the interior of the reservoir at such time or season
you could conveniently empty it.
Very truly yours,
CARTER, BRINGLE & ASSOCIATES
Elden W. Carter, P.E.
EWC:mf