DT C, TRTMMAR Jones, Chairman Carney Deeba Matheny Gastorf

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JOURNAL OF THE 1226TH MEETING OF THE
BOARD OF TRUSTEES
THE METROPOLITAN ST. LOUIS SEWER DISTRICT
JANUARY 12, 1994 - 3:00 P.M.
The Trustees of the District met in the Board Room at 2000 Hampton
Avenue on the above date: Present at meeting:
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Board of Trustees
Staff Members
D.
T.
C,
T.
R.
F.
C.
J.
K.
N.
T.
M.
M.
A.
R.
Jones, Chairman
Carney
Deeba
Matheny
Gastorf, excused
G.
M.
M.
J.
F.
Kriz, Executive Director
Etwert, Asst. Executive Director
Byrne, General Counsel
Tyminski, Secretary-Treasurer
Stevens, Director of Finance
Also present were George Sabre, 40 Forestvale Dr., Chesterfield, MO;
Jerry Cavanaugh, 4734 Alaska, St. Louis, MO; Walt Droege, 8418 Rosalind Ct., St.
Louis, MO; Pat Humfeld, 1218 Russell, St. Louis, MO; Vera Falk, Task Force; Diana
Schmidt, Peper, Martin, Jensen, Maichel & Hetlage; Bill Guinther, Parkway School
District; Bob Rawie, 106 Meadow Ln., Eureka, MO; M. Francis Svendrowski, 6305
Bancroft, St. Louis, MO; Sandy Rothschild, Missouri Growth Association; George
Swinehart, Anheuser Busch; Bruce K. Hollinger, 12614 Redcoat Dr., Maryland
Heights, MO; Bill Bass and Al Owen, McDonnell Douglas; Gene Reese, 9818 Conway
Rd. , St. Louis, MO; Jeff Winter, Charlotte Nenninger & Larry Rubin, Rubin, Brown,
Gornstein & Co.; Sandra Kolde, Hospital Association of Metro St. Louis; Tim
Bates, Bates Utility Company; Napoleon Cosby, 5922 Pamplin, St. Louis, MO; Jean
Dean, League of Women Voters; Doug Goodman, 12500 Gravois, St. Louis, MO; Letitia
Taylor and Rosemarie McDowell, AFSCME 410; Ken Karsten, Karsten Equipment
Company; Dick Pikey, Associated General Contractors; John Bremner and Phil Sutin,
St. Louis Post-Dispatch; Scott Simon, St. Louis News Plus; Jim Rygelski, Journal
Newspapers; Randy Jackson, KSDK Newschannel 5; Mark Cox, KMOV Television Channel
4; Terry Briggs, Director of Communications; R. G. Butchko, Director of
Engineering; Kent Florence, Watershed Manager; Ronald Martin, Assistant Director
of Finance; D. P. Moschenross, Director of Administration; R. D. Peasley,
Internal Auditor; John Siener, Assistant Secretary-Treasurer; Beverly Vaughn,
Director of Personnel; Roger Wieting, Director of Wastewater; and Jo Ann Keating,
Secretary to the Board of Trustees.
Chairman Jones presided.
Journal of the raeeting of December 14, 1993 (1225th) was presented and
read.
Motion made by Mr. Deeba, seconded by Mr. Matheny,
approved as read.
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No discussion.
Motion passed - 4 ayes, no nays.
that same be
Mr. Jones indicated that he would be resigning from the Board effective
January 30, 1994 due to personal reasons and that his resignation should not be
misconstrued as a lack of faith in this Board and the work being done by MSD.
He hoped that prior to January 30 the Board could structure a ballot issue.
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Chairman Jones called on Mr. George Sabre, who had requested to address
the Board.
Mr. Sabre expressed his concern regarding various issues where he felt
the District could be in violation of its 1954 Charter.
Chairman Jones called on Mr. Jerry Cavanaugh, who had requested to
address the Board.
Mr. Cavanaugh, an MSD employee, indicated he heard a rumor about the
District having a hiring freeze. The Board responded that because of the various
uncertainties facing the District, the District did indeed have a hiring freeze.
Mr. Cavanaugh questioned if the District would be using the services
of outside legal counsel. Mr. Matheny indicated that the day to day work will
be done in-house, and where special legal advice is needed, then outside counsel
will be sought.
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Chairman Jones called on Kr. Francis Svendrowski, who had requested to
address the Board.
Mr. Svendrowski indicated that he felt that the 1992 rates of MSD were
illegal and as such had not been paying his sewer bills. He further indicated
that based on the recent court decision he was requesting that MSD take off any
late charges and prepare a bill for that period based on their last legally valid
rate. The Board indicated that they needed to discuss this issue with counsel.
Chairman Jones called on Ms. Pat Humfeld, who had requested to address
the Board.
Ms. Humfeld raised some questions about changes in the District's
budget over the past several years. She also cited several concerns regarding
the needs document and implored the District to take their best year in which the
District had adequate revenues and surplus and use that to extrapolate from that
year a workable rate.
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Chairman Jones called on Mr. Tom Sullivan, who had requested to address
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the Board.
Mr. Sullivan expressed his reservations about the rationale for Mr.
Jones' resignation. Messrs. Deeba and Carney supported Mr. Jones, noting that
he had served with honor and dedication during his tenure.
Mr. Sullivan indicated that since the District was experiencing a
potential fiscal crisis why were they considering putting water meters in the
City. Mr. Jones replied that his own personal feeling was for the Distrtct to
fund the installation of the water meters, but have residents repay this over a
20 year period.
Mr. Sullivan raised questions about five stormwater projects which were
reported in the Webster-Kirkwood Times along Baptist Church Road. Mr. Briggs
indicated that he was in error in releasing certain Information regarding this
story.
Mr. Sullivan requested an accurate accounting of the legal costs
associated with the Beatty case. Mr. Sullivan also asked that the District's
Internal Auditor be used to review the cost of restoration from the 1993 flood.
Several Board members noted that the cost of restoration was being handled by the
insurance company who had a team of adjusters on site.
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Mr. Butchko made the attached presentation on the Cliff Cave drainage
situation.
ADOPTION OF PROPOSED ORDINANCE NO. 106-94 AUTHORIZING THE EXECUTIVE DIRECTOR AND
SECRETARY-TREASURER ON BEHALF OF THE METROPOLITAN ST. LOUIS SEWER DISTRICT TO
ENTER INTO A CONTRACT WITH METROPOLITAN LIFE INSURANCE COMPANY FOR THE DISTRICT'S
EMPLOYEE GROUP LIFE INSURANCE.
Proposed Ordinance No. 106-94, introduced December 14, 1993 by Messrs.
Carney, Deeba, Matheny, Gastorf and Jones, was again presented and read,
authorizing the Executive Director and Secretary-Treasurer on behalf of The
Metropolitan St. Louis Sewer District to enter into a contract with Metropolitan
Life Insurance Company for the District's Eraployee Group Life Insurance.
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ADOPTION OF PROPOSED ORDINANCE NO. 107-94 TO EXTEND THE BOUNDARIES OF THE
METROPOLITAN ST. LOUIS SEWER DISTRICT AND THE FEE FEE TRUNK SEWER SUBDISTRICT OF
THE METROPOLITAN ST. LOUIS SEWER DISTRICT TO INCLUDE AN AREA OF ST. LOUIS COUNTY
WHICH COULD BE EFFICIENTLY SERVED BY THE SEWER OR DRAINAGE FACILITIES OF THE
DISTRICT AND THE FEE FEE TRUNK SEWER SUBDISTRICT.
Carney, Deeba, Matheny, Gastorf and Jones, was again presented and read, to
extend the boundaries of The Metropolitan St. Louis Sewer District and the Fee
Fee Trunk Sewer Subdistrict of The Metropolitan St. Louis Sewer District to
include an area of St. Louis County which could be efficiently served by the
sewer or drainage facilities of the District and the Fee Fee Trunk Sewer
Subdistrict.
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ADOPTION OF PROPOSED OEU)INANCE NO. 108-94 TO EXTEND THE BOUNDARIES OF THE
METROPOLITAN ST. LOUIS SEWER DISTRICT AND THE FEE FEE TRUNK SEWER SUBDISTRICT OF
THE METROPOLITAN ST. LOUIS SEWER DISTRICT TO INCLUDE AN AREA OF ST. LOUIS COUNTY
WHICH COULD BE EFFICIENTLY SERVED BY THE SEWER OR DRAINAGE FACILITIES OF THE
DISTRICT AND THE FEE FEE TRUNK SEWER SUBDISTRICT.
Carney, Deeba, Matheny, Gastorf and Jones, was again presented and read, to
extend the boundaries of The Metropolitan St. Louis Sewer District and the Fee
Fee Trunk Sewer Subdistrict of The Metropolitan St. Louis Sewer District to
include an area of St. Louis County which could be efficiently served by the
sewer or drainage facilities of the District and the Fee Fee Trunk Sewer
Subdistrict.
Motion made by Mr. Matheny, seconded by Mr. Deeba, that proposed
Ordinance Nos. 106-94, 107-94 and 108-94 be adopted.
No discussion.
Poll taken:
T. M. Carney
C. M. Deeba
- aye
- aye
T. A. Matheny - aye
D. T. Jones
- aye
The Chairman declared proposed Ordinance Nos. 106-94, 107-94 and 108-94 and they
were assigned ordinance numbers as follows:
Proposed Ord. No.
106-94
107-94
108-94
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Final Ord. No.
9165
9166
9167
INTRODUCTION OF PROPOSED ORDINANCE NO. 129-94 APPROPRIATING $1,070,000.00 FROM
THE CLEAN WATER CAPITAL IMPROVEMENT TRUST FUND TO BE USED FOR PROJECT COSTS FOR
THE CONSTRUCTION OF THE BISSELL POINT ROADWAY IMPROVEMENTS (BP-13B, 94033), AT
THE BISSELL POINT WASTEWATER TREATMENT PLANT, IN THE CITY OF ST. LOUIS, MISSOURI;
AND CONFIRMING A CONTRACT WITH ALTMAN- CHARTER COMPANY, FOR THE AFORESAID
CONSTRUCTION. IN COMPLIANCE WITH SECTION 9.040 OF THE PLAN OF THE DISTRICT.
Proposed Ordinance No. 129-94 was presented and read, appropriating
$1,070,000.00 from the Clean Water Capital Improvement Trust Fund to be used for
project costs for the construction of the Bissell Point Roadway Improvements (BP13B, 94033) at the Bissell Point Wastewater Treatment Plant, in the City of St.
Louis, Missouri; and confirming a contract with Altman-Charter Company, for the
aforesaid construction, in compliance with Section 9.040 of the Plan of the
District.
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This ordinance appropriates funds for the construction of final
connecting roadways, sidewalks, shoulders, fencing, street lighting and signage.
Altman-Charter Company was the lowest of 7 bidders at $1,015,000.00. Bids ranged
from that low to a high of $1,332,000.00.
The engineer's estimate was
$1,271,477.00. The construction is a Consent Decree and Proposition "A" project
and will be funded from the Clean Water Capital Improvement Trust Fund.
Motion made by Mr. Carney, seconded by Mr. Matheny, for unanimous
consent of all members present for introduction and final voting on proposed
Ordinance No. 129-94 at this meeting.
No discussion.
Poll taken:
Motion passed
T. M. Carney - aye
C. M. Deeba - aye
- 4 ayes, no nays.
T. A. Matheny - aye
D. T. Jones
- aye
Motion made by Mr. Carney, seconded by Mr. Matheny, that proposed
Ordinance No. 129-94 be adopted.
No discussion.
Poll taken:
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T. M. Carney - aye
G. M. Deeba - aye
T. A. Matheny - aye
D. T. Jones
- aye
The Chairman declared proposed Ordinance No. 129-94 adopted, and it was assigned
Ordinance No. 9168.
INTRODUCTION AND ADOPTION OF PROPOSED ORDINANCE NO. 130-94 APPROPRIATING A TOTAL
OF $1,150,000.00 TO BE FUNDED AS FOLLOWS:
$358,700.00 FROM THE OPERATION,
MAINTENANCE AND CONSTRUCTION IMPROVEMENT FUND OF COLDWATER CREEK, AND $791,300.00
FROM THE COLDWATER CREEK SEWER EXTENSION AND IMPROVEMENT FUND TO BE USED FOR
PROJECT COSTS FOR THE CONSTRUCTION OF SANITARY SEWERS IN UPPER COLDWATER CREEK
SANITARY RELIEF SECTION E PHASE IB-2 (93083), IN THE CITY OF ST. ANN, MISSOURI;
AND CONFIRMING A CONTRACT WITH BATES UTILITY CO. FOR THE CONSTRUCTION OF THE
AFORESAID SANITARY SEWERS, IN COMPLIANCE WITH SECTION 9.040 OF THE PLAN OF THE
DISTRICT.
Proposed-Ordinance No. 130-94 was presented and read, appropriating
a total of $1,150,000.00, to be funded as follows:
$358,700.00 from the
Operation, Maintenance and Construction Improvement Fund of Coldwater Creek, and
$791,300.00 from the Coldwater Creek Sewer Extension and Improvement Fund to be
used for project costs for the construction of sanitary sewers in Upper Coldwater
Creek Sanitary Relief Section E Phase IB-2 (93083), in the City of St. Ann,
Missouri; and confirming a contract with Bates Utility Co. for the construction
of the aforesaid sanitary sewers in compliance with Section 9.040 of the Plan of
the District.
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This ordinance appropriates funds for the construction of approximately
4,273 lineal feet of 8 inch to 48 inch sanitary sewer to be constructed in an
area located north of St. Charles Rock Rd. and east of Cypress Rd. This is a
high priority sanitary relief project funded entirely by the District. Bates
Utility Co., Inc. was the lowest of 5 bidders at $975,215.00. Bids ranged from
that low to a high of $1,398,101.00. MSD's estimate was $1,282,000.00. We are
asking for introduction and adoption to meet an easement agreement to complete
construction work through the ball fields prior to Spring of 1994.
Motion made by Mr. Deeba, seconded by Mr. Carney, for unanimous consent
of all members present for introduction and final voting on proposed Ordinance
No. 130-94 at this meeting.
No discussion.
Poll taken:
T. M. Carney - aye
C. M. Deeba - aye
T. A. Matheny - aye
D. T. Jones
- aye
Motion raade by Mr. Deeba, seconded by Mr. Carney, that
No discussion.
Poll taken:
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proposed
T. M. Carney - aye
C. M. Deeba - aye
T. A. Matheny - aye
D. T. Jones
- aye
Ordinance No. 9169.
INTRODUCTION AND ADOPTION OF PROPOSED ORDINANCE NO. 131-94 APPROPRIATING
$282,450.00 FROM THE OPERATION, MAINTENANCE AND CONSTRUCTION IMPROVEMENT FUND OF
WELLSTON TO BE USED FOR PROJECT COSTS FOR THE CONSTRUCTION OF STORM SEWERS IN
GLENCHORT-SALZMAN (87088), IN THE CITY OF WELLSTON, MISSOURI; AND CONFIRMING A
CONTRACT WITH CONCRETE DESIGN, INC. FOR THE CONSTRUCTION OF THE AFORESAID STORM
SEWERS. IN COMPLIANCE WITH SECTION 9.040 OF THE PLAN OF THE DISTRICT.
$282,450.00 from the Operation, Maintenance and Construction Improvement Fund of
Wellston to be used for project costs for the construction of storra sewers in
Glenchort - Salzman (87088), in the City of Wellston, Missouri; and confirming
a contract with Concrete Design, Inc. for the construction of the aforesaid storm
sewers, in compliance with Section 9.040 of the Plan of the District.
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This ordinance appropriates funds for the construction of approximately
839 lineal feet of 12 inch to 30 inch storm sewers in an area north of Martin
Luther King Blvd. and east of Lucas and Hunt Rd.
This is a high priority
stormwater project funded entirely by MSD; Concrete Design, Inc. was the lowest
of 5 bidders at $196,876.99. Bids ranged from that low to a high of $287,929.00.
MSD's estimate was $201,607.00.
Motion made by Mr. Matheny, seconded by Mr. Carney, for unaniraous
No discussion.
Poll taken:
T. M. Carney - aye
C. M. Deeba - aye
T. A. Matheny - aye
D. T. Jones
- aye
Motion made by Mr. Matheny, seconded by Mr. Carney, that proposed
No discussion.
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Poll taken:
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T. M. Carney - aye
C. M. Deeba - aye
T. A. Matheny - aye
D. T. Jones
- aye
Ordinance No. 9170.
INTRODUCTION AND ADOPTION OF PROPOSED ORDINANCE NO. 132-94 VACATING A SEWER
EASEMENT IN ADJUSTED LOT 106 OF BRENTMOOR PLACE PLAT ONE, A SUBDIVISION IN ST.
LOUIS COUNTY. MISSOURI,
Proposed Ordinance No. 132-94 was presented and read, vacating a sewer
easement in Adjusted Lot 106 of Brentmoor Place Plat One, a subdivision in St.
Louis County, Missouri.
The pool and pool deck at the rear of the subject property encroach on
a ten foot easement thus excluding these improvements from title insurance
coverage. The owners plan to list the property for sale in the near future and
have asked for vacation of the easement to clear the title to the property.
There are no sewers in the easement to be vacated and no future need for the
easement.
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$42,333.00 FROM THE IMPROVEMENT FUND TO PAY THE STATE OF MISSOURI'S SHARE OF THE
TOTAL COSTS FOR THE CONSTRUCTION OF STORM SEWERS IN ADIE ROAD, FEE FEE ROAD AND
PARKWOOD LANE STORMWATER IMPROVEMENT (P-18813) , IN THE CITY OF MARYIAND HEIGHTS,
MISSOURI.
$42,333.00 from the Improvement Fund to pay the State of Missouri's share of the
total costs for the construction of storm sewers in Adie Road, Fee Fee Road and
Parkwood Lane Storrawater Improvement (P-18813), in the City of Maryland Heights,
Missouri.
This ordinance appropriates funds to reimburse the City of Maryland
Heights for the State of Missouri's share of the Adie Road, Fee Fee Road and
Parkwood Lane Stormwater Improvement projects. These projects are located in
various areas along Adie Road, Fee Fee Road and Parkwood Lane. This project
consists of the construction of approximately 1,414 lineal feet of 12 inch to 48
inch storm sewer pipe and appurtenances. The total cost of each project is as
follows:
Adie Road - $32,033.00; Fee Fee Road - $44,192.00; Parkwood Lane
$54,437.00; Total cost $130,662.00. This project was administered by the City
of Maryland Heights, and was reviewed, approved and inspected by the District.
TOTAL COSTS FOR THE CONSTRUCTION OF STORM SEWERS IN AMITIE LANE #11 STORM SEWER
PROJECT (P-19197). IN THE CITY OF MANCHESTER, MISSOURI.
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$5,282.67 frora the Improvement Fund to pay the State of Missouri's share of the
total costs for the construction of storm sewers in Amitie Lane #11 Storm Sewer
Project (P-19197), in the City of Manchester, Missouri.
This ordinance appropriates funds to reimburse the City of Manchester
for the State of Missouri's share of the Amitie Lane #11 Storm Sewer project.
This project is located north of Manchester Road and west of Baxter Road. This
project consists of the construction of approximately 127 lineal feet of 15 inch
diameter storm sewer pipe and appurtenances. The total cost of this project is
$15,848.00. This project was administered by the City of Manchester, and was
reviewed, approved and inspected by the District.
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TOTAL COSTS FOR THE CONSTRUCTION OF STORM SEWERS IN CORNELIA, PARK, EUNICE,
FAIRVIEW, KUHLMAN, N. FOREST STORMWATER PROJECT (P-17986), IN THE CITY OF WEBSTER
GROVES. MISSOURI.
total costs for the construction of storm sewers in Cornelia, Park, Eunice,
Fairview, Kuhlman, N. Forest Stormwater Project (P-17986), in the City of Webster
Groves, Missouri.
This ordinance appropriates funds to reimburse the City of Webster
Groves for the State of Missouri's share of the Cornelia, Park, Eunice, Fairview,
Kuhlman, North Forest State Stormwater Project. This project is located north
of Big Bend and west of Hanley Road. This project consists of the construction
of approximately 328 lineal feet of 12 inch to 24 inch diameter storm sewer pipe
and appurtenances. The total cost of this project is $34,705.00. This project
was administered by the City of Webster Groves, and was reviewed, approved and
inspected by the District.
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TOTAL COSTS FOR THE CONSTRUCTION OF STORM SEWERS IN BOMPART, E. GLEN, MASON
STORMWATER PROJECT (P-17975), IN THE GITY OF WEBSTER GROVES, MISSOURI.
total costs for the construction of storm sewers in Bompart, E. Glen, Mason
Stormwater Project (P-17975), in the City of Webster Groves, Missouri.
This ordinance appropriates funds to reiraburse the City of Webster
Groves for the State of Missouri's share of the Bompart, E. Glen, Mason
Stormwater Project. This project is located north of Big Bend and west of Edgar
Road. This project consists of the construction of approximately 371 lineal feet
of 12 inch to 18 inch diameter storm sewer pipe and appurtenances. The total
cost of this project is $22,681.00. This project was administered by the City
of Webster Groves, and was reviewed, approved and inspected by the District.
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TOTAL COSTS FOR THE CONSTRUCTION OF STORM SEWERS IN FOOTE, SLOCUM, FRISCO,
JONQUIL, HOLLY STORMWATER PROJECT (P-18565, 18563, 18562, 18567), IN THE CITY OF
WEBSTER GROVES. MISSOURI.
$11,289.80 from the Improvement Fund to pay the State.of Missouri's share of the
total costs for the construction of storm sewers in Foote, Slocum, Frisco,
Jonquil, Holly Stormwater Project (P-18565, 18563, 18562, 18567), in the City of
Webster Groves, Missouri.
This ordinance appropriates funds to reimburse the Ctty of Webster
Groves for the State of Missouri' share of the Foote, Slocum, Frisco, Jonquil,
Holly State Stormwater Project. This project is located in various areas within
the City of Webster Groves.
This project consists of the construction of
approximately 244 lineal feet of 12 inch to 15 inch diameter storm sewer pipe and
appurtenances. The total cost of this project is $33,869.40. This project was
administered by the City of Webster Groves, and was reviewed, approved and
inspected by the District.
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TOTAL COSTS FOR THE CONSTRUCTION OF STORM SEWERS IN SELMA, SWON, STARK COURT
STORMWATER PROJECT (P-17757). IN THE CITY OF WEBSTER GROVES. MISSOURI.
total costs for the construction of storm sewers in Selma, Swon, Stark Court
Stormwater Project (P-17757), in the City of Webster Groves, Missouri.
This ordinance appropriates funds to reimburse the City of Webster
Groves for the State of Missouri's share of the Selma, Swon, Stark Court State
Stormwater Project. This project is located north of Interstate 44 and west of
Edgar Road. This project consists of the construction of approxiraately 454 feet
of 12 inch to 18 in diameter storm sewer pipe and appurtenances. The total cost
of this project is $25,261.00. This project was administered by the City of
Webster Groves, and was reviewed, approved and inspected by the District.
TOTAL COSTS FOR THE CONSTRUCTION OF STORM SEWERS IN HIGHVIEW DRIVE #243 BANK
STABILIZATION PROJECT (P-18533). IN THE CITY OF BALLWIN. MISSOURI.
total costs for the construction of storm sewers in Highview Drive #243 Bank
Stabilization Project (P-18533), in the City of Ballwin, Missouri.
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This ordinance appropriates funds to reimburse the City of Ballwin for
the State of Missouri's share of the Highview Drive #243 Bank Stabilization
Project. This project is located north of Manchester Road and east of Clarkson
Road. This project consists of the construction of approximately 176 lineal feet
of gabion wall and appurtenances. The total cost of this project is $37,111.15.
This project was administered by the Ctty of Ballwin, and was reviewed, approved
and inspected by the District.
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TOTAL COSTS FOR THE CONSTRUCTION OF STORM SEWERS IN UPPER RUPRECHT STORMWATER
PROJECT (P-18762). IN THE CITY OF BELLA VILLA. MISSOURI.
total costs for the construction of storm sewers in Upper Ruprecht Stormwater
Project (P-18762), in the City of Bella Villa, Missouri.
This ordinance appropriates funds to reimburse the Ctty of Bella Villa
for the State of Missouri's share of the Upper Ruprecht Stormwater Project. This
project is located south of Bayless Road and east of Interstate 55. This project
consists of the construction of approximately 740 lineal feet of 12 inch to 15
inch diameter storm sewer pipe and appurtenances. The total cost of this project
is $77,557.80. This project was administered by the City of Bella Villa and was
reviewed, approved and inspected by the Distrtct.
TOTAL COSTS FOR THE CONSTRUCTION OF STORM SEWERS IN HUMES LANE DRAINAGE PROJECT
(P-18601). IN THE CITY OF FLORISSANT. MISSOURI.
total costs for the construction of storm sewers in Humes Lane Drainage Project
(P-18601), in the City of Florissant, Missouri.
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This ordinance appropriates funds to reimburse the City of Florissant
for the State of Missouri's share of the Humes Lane Drainage Project.
This
project is located north of Mullanphy Lane and east of Shackelford Road. This
project consists of the construction of approximately 591 lineal feet of 12 inch
to 18 inch diaraeter storm sewer pipe and appurtenances. The total cost of this
project is $73,670.76. This project was administered by the Ctty of Florissant,
and was reviewed, approved and inspected by the District.
TOTAL COSTS FOR THE CONSTRUCTION OF STORM SEWERS IN SIEBERT PARK-GRAND GLAIZE
CREEK BANK STABILIZATION PROJECT (P-18683). IN THE CITY OF MANCHESTER. MISSOURI.
total costs for the construction of storm sewers in Siebert Park-Grand Glaize
Creek Bank Stabilization Project (P-18683), in the City of Manchester, Missouri.
This ordinance appropriates funds to reiraburse the City of Manchester
for the State of Missouri's share of the Siebert Park-Grand Glaize Creek Bank
Stabilization project. This project is located south of Manchester Road and west
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of New Meramec Station Road.
This project consists of the construction of
approximately 265 lineal feet of bank stabilization and appurtenances. The total
cost of this project is $103,089.75. This project was administered by the City
of Manchester, and was reviewed, approved and inspected by the District.
INTRODUCTION AND ADOPTION OF PROPOSED ORDINANCE NO. 143-94 VACATING A PORTION OF
A' SEWER EASEMENT IN LOT 7 OF SHERWYN LANE SUBDIVISION, IN ST. LOUIS COUNTY,
MISSOURI.
Proposed Ordinance No. 143-94 was presented and read, vacating a
portion of a sewer easement in Lot 7 of Sherwyn Lane Subdivision, in St. Louis
County, Missouri.
A portion of the garage on Lot 7 of Sherwyn Lane Subdivision is on an
easement the property owners gave to MSD for improvement of a creek in their
yard. The owners are requesting vacation of a portion of the easement, which ts
in conflict with their garage.
There are no sewers in the easement to be
vacated.
Motion made by Mr. Deeba, seconded by Mr. Carney, for unaniraous consent
of all members present for introduction and final voting on proposed Ordinance
Nos. 132-94 through 143-94 at this meeting.
No discussion.
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Poll taken:
T. M. Carney - aye
C. M. Deeba - aye
T. A. Matheny - aye
D. T. Jones
- aye
Motion made by Mr. Deeba, seconded by Mr. Carney,
Ordinance Nos. 132-94 through 143-94 be adopted.
No discussion.
Poll taken:
that proposed
T. M. Carney - aye
C. M. Deeba - aye
T. A. Matheny - aye
D. T. Jones
- aye
The Chairman declared proposed Ordinance Nos. 132-94 through 143-94 adopted, and
they were assigned Ordinance numbers as follows:
Proposed Ord. No.
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132-94
133-94
134-94
135-94
136-94
137-94
138-94
139-94
140-94
141-94
142-94
143-94
Final Ord. No.
9171
9172
9173
9174
9175
9176
9177
9178
9179
9180
9181
9182
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INTRODUCTION AND ADOPTION OF PROPOSED ORDINANCE NO. 144-94 AMENDING ORDINANCE NO.
9030, AS ADOPTED JUNE 16, 1993, BY REPEALING SECTION NINE OF SAID ORDINANCE, AND
ENACTING A NEW SECTION NINE IN LIEU THEREOF, CONTINUING A FLAT RATE MONTHLY
STORMWATER SERVICE CHARGE.
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Proposed Ordinance No. 144-94 was presented and read, amending
Ordinance No. 9030, as adopted June 16, 1993, by repealing Section Nine of said
Ordinance, and enacting a new Section Nine in lieu thereof, continuing a flat
rate monthly Stormwater Service Charge.
Mr. Carney indicated that he would have to vote for this ordinance,
because what the District was trying to do would not work legally. He further
emphasized that voting for this ordinance did not change his commitment to change
the inequities. Mr. Deeba also concurred noting that we are prohibited from
levying these fees due to the Supreme Court decision and that hopefully the
District can move forward with an election which the public will support.
Mr. Matheny indicated that the Distrtct was attempting to rectify the
long term problems and that this delay was just putting off the inevitable. He
felt that the Dtstrict needed to move forward and he would like to see this issue
a ballot issue and that the District needs to obtain a meaningful rate.
No discussion.
Poll taken:
T. M. Carney - aye
C. M. Deeba - aye
T. A. Matheny - aye
D. T. Jones
- aye
I
No discussion.
Poll taken:
T. M. Carney - aye
C. M. Deeba - aye
T. A. Matheny - aye
D. T. Jones
- aye
The Chairman declared proposed Ordinance No. 144-94 be adopted, and it was
assigned Ordinance No. 9183.
TOTAL COSTS FOR THE CONSTRUCTION OF STORM CHANNELS IN CARTER COURT STORMWATER
PROJECT (P-18792). IN THE CITY OF OLIVETTE. MISSOURI.
total costs for the construction of storm channels in Carter Court Stormwater
Project (P-18792), in the City of Olivette, Missouri.
This ordinance appropriate funds to reimburse the City of Olivette for
the State of Missouri's share of the Carter Court Storrawater project.
This
project is located north of Olive Boulevard and west of Dielman Road. This
12
I
I
project consists of the construction of approximately 299 lineal feet of storm
channel improvement and appurtenances.
The total cost of this project is
$75,995.39.
This project was administered by the City of Olivette and was
reviewed, approved and inspected by the District.
TOTAL COSTS FOR THE CONSTRUCTION OF STORM CHANNELS IN FIDDLE CREEK - LAUREL LAKE
CT. STORMWATER PROJECT (P-1B866) . IN THE CITY OF TOWN & COUNTRY. MISSOURI.
total costs for the construction of storm channels in Fiddle Creek - Laurel Lake
Ct. Stormwater Project (P-18866), in the City of Town & Country, Missouri.
This ordinance appropriates funds to reimburse the City of Town and
Country for the State of Missouri's share of the fiddle Creek - Laurel Lake Court
Stormwater project. this project is located north of Manchester Road and east
of Mason Road. This project consists of the construction of approximately 400
lineal feet of channel improvement and appurtenances. The total cost of this
project is $108,922.47. This project was adrainistered by the City of Town and
Country, and was reviewed, approved and inspected by the District.
I
TOTAL COSTS FOR THE CONSTRUCTION OF STORM SEWERS IN OAK PARK DRAINAGE PROJECT (P18934). IN THE CITY OF CREVE COEUR. MISSOURI.
total costs for the construction of storm sewers in Oak Park Drainage Project (P18934), in the City of Creve Coeur, Missouri.
This ordinance appropriates funds to reimburse the City of Creve Coeur
for the State of Missouri's share of the Oak Park Drainage Stormwater project.
This project is located south of Ladue Road and West of Spoede Road.
This
project consists of approxiraately 195 lineal feet of 18 inch to 37 inch storm
sewer pipe and appurtenances. The total cost of this project is $28,833.00,
This project was administered by the City of Creve Coeur, and was reviewed,
approved and inspected by the District.
Ordinance Nos. 145-94, 146-94 and 147-94 at this meeting.
No discussion.
Poll taken:
I
T. M. Carney - aye
C. M. Deeba - aye
T. A. Matheny - aye
D. T. Jones
- aye
Ordinance Nos. 145-94, 146-94 and 147-94 be adopted.
No discussion.
13
Poll taken:
T. M. Carney - aye
C. M. Deeba - aye
T. A. Matheny - aye
D. T. Jones
- aye
The Chairman declared proposed Ordinance Nos. 145-94, 146-94 and 147-94 adopted,
and they were assigned Ordinance numbers as follows:
Proposed Ord. No.
I
Final Ord. No.
145-94
146-94
147-94
9184
9185
9186
ADOPTION OF RESOLUTION NO. 2121 EXPRESSING THE BOARD OF TRUSTEES' APPRECIATION
TO JAMES IVY FOR HIS 23 YEARS OF EXEMPLARY SERVICE TO THE DISTRICT FROM APRIL 8,
1970 TO HIS RETIREMENT EFFECTIVE JANUARY 1, 1994.
Resolution No. 2121 was presented and read, expressing the Board of
Trustees' appreciation to James Ivy for his 23 years of exemplary service to the
District from April 8, 1970 to his retirement effective January 1, 1994.
ADOPTION OF RESOLUTION NO. 2122 AUTHORIZING ENCROACHMENT OVER A PUBLIC SANITARY
SEWER IN LOTS 7, 8, 10, 11, 14 AND 15 OF THE TERRACES AT WOODS MILL COVE PLAT 2,
IN ST. LOUIS COUNTY. MISSOURI.
Resolution No. 2122 was presented and read, authorizing encroachment
over a public sanitary sewer in Lots 7, 8, 10, 11, 14 and 15 of The Terraces at
Woods Mill Cove Plat 2, in St. Louis County, Missouri.
I
The developer wishes to construct a masonry retaining/garden wall which
will encroach over an 8 inch sanitary sewer and easement. They are requesting
approval for the encroachment. The sewer in the easement is in good condition
and they have signed the "License to Encroach" agreement.
Motion made by Mr. Matheny, seconded by Mr. Carney, that Resolution
Nos. 2121 and 2122 be adopted.
No discussion.
Poll taken:
T. M. Carney - aye
C. M. Deeba - aye
T. A. Matheny - aye
D. T. Jones
- aye
PLAN APPROVAL
Mr. Etwert stated
recommends their approval.
that
the
staff
has
reviewed
these
plans
and
INFRASTRUCTURE REPAIR #019 CLAYTON (P744')
This project, designed by the District's engineering staff, is to
eliminate an inadequate sewerage pumping facility. It consists of approximately
830 feet of 8 inch diameter sanitary sewer from Clayton Road, west of Valley
Road, northwest to the existing sanitary sewer.
The estimated cost is
$133,432.00.
14
I
INFRASTRUCTURE REPAIR #098 (MAINTENANCE) 93102
I
repair existing inlets, manholes and pipes at 6 locations in the City of St.
Louis. The estimated cost is $50,000.00.
repair existing inlets, manholes and pipes at 6 locations in the City of
Bellefontaine Neighbors. The estimated cost is $50,000.00,
repair existing inlets, manholes and pipes at 7 locations in the Cities of
Berkeley, Ferguson, Florissant, Hazelwood, St. John and unincorporated St. Louis
County. The estimated cost is $50,000.00.
I
INFRASTRUCTURE REPAIR #107 fMAINTENANCE) 93115
repair existing inlets, manholes and pipes at 8 locations in the City of
Bellefontaine Neighbors. The estimated cost is $50,000.00.
INFRASTRUCTURE REPAIR #108 (MAINTENANCES 93116
repair existing pipes and structures in the Cities of Town & Country, Ellisville
and Manchester. The estimated cost is $50,000.00.
I
repair pipes and structures in the City of Kirkwood and unincorporated St. Louis
County. The estimated cost is $50,000.00.
15
ALDEN AND CHILTON LANE CHANNEL IMPROVEMENT (90263)
alleviate damage to property due to erosion. It consists of approximately 134
feet of reinforced concrete box culvert ranging in size from a double 9.5 foot
wide by 7.5 foot high culvert to a 10 foot wide by 7.5 foot high culvert, 692
feet of reinforced concrete vertical wall channel, ranging in size from 6 feet
wide by 9 feet high to 24 feet wide by 7.25 feet high and appurtenances.
I
Motion made by Mr. Matheny, seconded by Mr. Carney, that the above
listed plans be approved.
No discussion.
Mr. Deeba requested that the floor be opened to discuss the urgent
matters facing the District.
Mr. Carney expressed his position that the District would need to go
for a vote, but should not rescind the old rate. He felt that the District would
have a reasonably good chance in defending this rate in court, especially since
it is not being billed in advance and it is based on usage. He cautioned that
an election would be a difficult sell and was not in favor of an April election,
because he felt it would be too soon, but favored a June election.
Mr. Jones called upon Mr. Kriz regarding the timing for an April
election. Mr. Kriz indicated that February 8th was the deadline for an April
election and also recounted the processes the District would have to go through.
He further explained that if the District did not suspend the rules regarding the
15 days, then the latest the District could approve an April election is January
24th.
I
Mr. Deeba favored moving forward for an election as soon as possible
and felt that if we waged a concerted campaign and properly informed the people
then they would rally to support the District's efforts.
Mr. Jones questioned if the District could run an effective campaign.
Mr. Deeba indicated that if the District put forth an equitable measure and
obtained the cooperation and commitment frora key community leaders coupled with
the help of the citizen groups, then the District could win an election. Mr.
Jones favored going forward as soon as possible so long as the District could run
an effective campaign. If the District could not run an effective campaign for
April, then the District should move for a June election in that he did not see
a great difference between these two months.
Mr. Matheny expressed his concern and felt that the public needs to be
inforraed on the impact of a rate reduction and that no raaintenance could be
performed whatsoever.
Mr. Kriz explained that if the District had a rate that was not
sufficient to meet its needs, it would have to cease any construction activity
and just operate the existing system. Maintenance would be on an emergency basis
16
I
I
only. The District must strive to continue treating the water, because there
could be potential civil and criminal action under the District's NPDES permit.
Mr. Matheny questioned what the ramifications would be if the District
violated its NPDES .permit relative to paying back Federal grants. Mr. Kriz
indicated that the District could potentially have to pay back as much as $300
million for being in violation.
Mr. Deeba indicated that this issue is
relatively a moot point since the District would not have the funds to do this.
Mr. Matheny was in favor of the District continuing to collect the 1993
rate. He recognized that it could draw a lawsuit. However, He felt that this
rate was different in its computational basis as compared to the 1992 rate and
that the District needed the funds to complete the necessary projects for the
ratepayers.
Mr. Jones questioned how long the District could operate if it reverted
to the $4.18 rate. Mr. Kriz replied that the District could operate through the
next fiscal year, but would have to cut services. It's sole emphasis would be
on the treatraent of wastewater. Any new construction projects would corae from
the special taxing subdistricts.
Mr. Matheny indicated that he was in favor of developing a ballot issue
and emphasized that there is a lot of work there to be done.
I
Mr. Carney concurred that the District should develop a ballot issue
and recognized that the District has both a hiring freeze and developed a
contingency plan, but emphasized that the District needs to take additional
steps, such as not buying new equipment and not repairing equipment unless it is
done on an emergency basis. He stressed the District should save where it can.
Mr. Kriz responded that the District already has a hiring freeze in effect, has
stopped the purchase of new equipment and is only repairing equipment on an
eraergency basis. He reiterated his position that the District's sole priority
will be to meet the NPDES permit requirements.
Mr. Deeba indicated that Messrs. Matheny and Carney were in favor of
retaining the 1993 rate. As such, he felt that the District should both continue
to collect the funds and use the funds for the purpose for which they were
intended, emphasizing that it would be misleading to the public to collect but
save these funds.
There was a general Board discussion where Messrs. Matheny and Carney
took the position that the District would be prudent to continue billing the
existing rate, but save as much funds as possible for future contingencies. More
specifically, they felt that it would be prudent for the District to last as long
as possible. The District could lose another lawsuit, an election, and they did
not feel it prudent for the District to turn to the Federal courts to bail us
out. Messrs. Jones and Deeba reiterated their position that the District should
spend the monies for which they inforraed the public that they were to be used for
and that if the District could not get the public to ratify it by July 1, 1995,
then the District would be facing a very serious problem.
I
Mr. Matheny emphasized that the Board on an ongoing basis has the right
to review the expenditures on a monthly basis as part of the agenda and
reiterated his position that the District should save as much money as possible
to plan for future uncertainties.
17
Mr. Carney brought to the floor the issue of structuring a ballot issue
and asked Mr. Deeba his feeling regarding a flat versus usage based rate. Mr.
Deeba replied that from a theoretical perspective he preferred a usage based rate
in that a flat rate is not equitable.
However, given the circumstances the
District faces he is in favor of a moderate flat rate. He indicated that he is
leaning towards a moderate flat rate due to the results of the litigation, the
impact of metering the City residents, and the hardship already faced by certain
City customers. He then went on to point out that the District definitely has
the need for the funds to keep the sewer system functioning.
I
Mr. Carney brought up the topic of the cost to run a credible campaign.
Messrs. Kriz and Briggs indicated that the 1988 campaign cost approximately
$600,000 and that a similar effort in 1994 would cost approximately $750,000.
There was some questions raised as to the amount of money spent on professional
services and television for the 1988 campaign. Mr. Briggs indicated that less
than $100,000 was spent on professional services and that the bulk of the monies
were spent on buying television tirae. There was some discussion as to the amount
of raoney the District could raise. Mr. Briggs felt that the District could raise
between $100,000 to $150,000 for an April campaign.
There was a general discussion on the merits from a cost standpoint of
an April versus June ballot issue. Mr. Briggs pointed out that the County cost
should be less for an April election, because of the various municipal issues,
but the City cost would be approximately $200,000. For a June ballot issue the
City School Board would be on the ballot, so the cost of the ballot in the City
would be reduced. However, there would be few County issues, which would raise
the cost of the County ballot.
In general, the District spent approximately
$225,000 for the 1988 campaign where there were other issues on the ballot, and
approximately $500,000 for the February 1990 campaign where the District was the
sole issue on the ballot.
I
Mr. Matheny favored running a low budget campaign.
Mr. Deeba
reiterated that if the District got the commitment of the citizens and a
concerted City effort, he felt that a successful campaign could be waged.
There was a general Board discussion on whether to move forward with
a ballot issue that contained a flat rate charge.
Messrs. Jones and Deeba
preferred a flat rate charge because it was more saleable to the City residents.
Messrs. Matheny and Carney preferred a usage based charge. Mr. Carney indicated
that if a flat rate was more saleable to City residents, then the idea of moving
forward with a flat rate had merit. Mr. Etwert noted that the flat rate charge
would be $15.04 a month.
Mr. Byrne emphasized that whatever rate would be voted on needed to be
approved by DNR on behalf of EPA and that their criteria is that this rate must
be fair and equitable to the various user rate classes. He also noted that if
the District moved forward with a bifurcated rate, that is a different
computation used for City and County residents, such a rate could draw criticism.
Mr. Deeba noted that the only two feasible dates for the District to
move forward with a ballot issue would be April or June.
The Board agreed to study the issue and meet as soon as possible.
I
I
Motion made by Mr. Carney, seconded by Mr. Matheny, that the meeting
be adjourned. Meeting adjourned at 5:30 P.M.
Secretary-Treasurer
I
I
19
SUMMARY
I
CLIFF CAVE DRAINAGE PRESENTATION
At the request of the MSD Board of Trustees, staff has prepared a
response to the question of allowing drainage to sinkholes and
particularly, the effect of drainage from Clifton Oaks subdivision
on the flooding of Cliff Cave.
The Clifton Oaks subdivision is a 15 acre tract located just south
of Cliff Cave Park.
It is part of 642 acres that are tributary to
the creek at the entrance of the cave.
(See attached exhibit) .
Clifton Oaks is 2.3% of the total overland tributary drainage area.
This area is heavily populated with sinkholes, that if blocked,
I
would eventually drain to the creek outside the cave entrance.
Another
384
acres
could
be
tributary
to
the
underground drainage from sinkholes in this area.
total
of
1,026
acres of drainage
cave
through
This makes a
area that could possibly be
tributary to the cave entrance.
If Clifton Oaks is fully developed, it will generate approximately
3 6 cfs or about 10 cfs more than before it was developed.
The
total drainage area could generate about 1,400 cfs overland or
2,250 cfs through the cave.
Comparing the increase in runoff from
the Clifton Oaks subdivision to the total drainage runoff, the
added flow is insignificant to the total flow.
I
It is the policy of MSD and St. Louis County to direct runoff where
20
I
it naturally flows, including sinkholes.
the natural
stormwater runoff
There was no change to
in the design of Clifton Oaks
subdivision.
In summary, it appears that the design of Clifton Oaks drainage met
District and County policies, and we believe those policies make
reasonable and natural use of sinkholes for drainage relief.
I
I
21
CLIFF CAVE STUDY
I
Tributary Drainage Area
(Shaded Area)
642 AC.
Tributary Sinkhole Area
(Hatched Area)
384 AC.
Clifton Oaks Subd.
15 A C
Total Acres
T.D.A.
T.S.A.
C. Oak
Clifton Oaks 2.3% of T.DA.
1.5% of Total Area
I
22
642 AC.
384 AC.
(15 AC. Included in T.D.A.)
1026 AC.
I
METROPOLITAN ST. LOUIS SEWER DISTRICT
CLEAN WATER CAPITAL IMPROVEMENT TRUST FUND
FINANCIAL STATEMENTS (UNAUDITED)
INCEPTION TO-DATE
(January 12, 1994)
I
I
24
I
Table of Contents
Metropolitan St. Louis Sewer District
Clean Water Capital Improvement Trust Fund
Financial Statements (Unaudited)
Inception to-Date
(January 12, 1994)
Page No.
1
I
Introduction
Financial Statements (Unaudited)
Balance Sheet
3
Statement of Revenues, Expenditures & Changes
in Fund Balance
4
Statement of Cash Flows
5
Statement of Construction & Engineering Contracts
in Progress:
Contracts in Ordinance No. Sequence
6 - 8
Contracts Grouped by Major Project
9 - 12
I
25
INTRODUCTION
These financial statements are meant to serve as a periodic
financial report of the Clean Water Capital Improvement
Trust Fund (Trust Fund). This fund was created when voters
approved the establishment of a Capital
Improvement
Surcharge (Surcharge) for the purpose of financing certain
sewage treatment facilities and other capital improvements
required by the Federal Clean Water Act and the Missouri
Clean Water Law. The facilities and improvements are:
Consent Decree Projects
Bissell Point Secondary Treatment
Bissell Point Overflow, Regulation System
Bonfils-Missouri Bottoms Interception System
Woodside Trails Interceptor
Meramec Bottoms Interception System
Baumgartner Facilities Upgrade
Compliance Proiect
I
Coldwater Creek Wastewater Treatment Plant Outfall
The District is entitled to levy and collect these
surcharges until one of the following three events occurs:
1.
The cumulative collections total $436,000,000;
2.
The intended construction and improvements are
completed; or
We reach December 31, 1995, regardless of whether
the construction is completed or the cumulative
collection totals $436,000,000.00.
3.
The 54 3 6 million will be reduced by the amount of any grants
received as well as by any investment income from the Trust
Fund's investments.
This report covers the period from the inception of this
fund until the report date.
This enables the reader to
measure the total revenues, expenditures and changes in
financial position of the Trust Fund against that of the
voter-approved authorization.
The following is a brief description
included as a part of this report.
I
-1-
26
of
the
documents
I
Balance Sheet — A financial statement disclosing the
assets, liabilities and equity of the Trust Fund at a
specified date.
Statement of Revenues. Expenditures and Changes in Fund
Balance
— A financial statement that is the Trust Fund's operating
statement.
It presents increases (revenues and other
financing sources) and decreases (expenditures and other
financing uses) in the Trust Fund's fund balance.
Statement of Cash Flows — A statement that summarizes cash
receipts and disbursements of the Trust Fund from its
inception.
Statement of Construction and Engineering Contracts in
Progress
— A statement that lists all of the appropriations for the
Consent Decree and Compliance Projects from inception to the
report date. It indicates the amount of the appropriation,
the amount of payments charged against each appropriation,
the amount of any unspent appropriations at the completion
of the project which has been returned to fund balance
(cancelation of encumbrances), the unspent appropriations
(reserve for encumbrances) as of the report date, and the
amount of estimated grant revenue recorded for each project.
I
-227
Balance Sheet
January 12, 1994
I
ASSETS
Cash & Short-term investments
Receivables:
Capital improvement surcharge:
Billed
. Less allowance for uncollectible
accounts
$
55,898,365
9,376,950
(4,799,995)
4,576,955
6,832,423
577,062
Grants
Interest
TOTAL ASSETS
$
67,884,805
$
41,107,374
26,777,431
$
67,884,805
LIABILITIES, RESERVES, AND
FUND BALANCE
I
Reserve for encumbrances
Fund Balance
TOTAL LIABILITIES, RESERVES,
AND FUND BALANCE
I
-328
Statement of Revenues, Expenditures,
and Changes in Fund Balance
for the period from inception on
May 18, 1988 to January 12, 1994
REVENUES
Capital improvement surcharge:
Billed
Less provision for doubtful accounts
261,761,665
(4,799,995)
256,961,670
18,86 5,173
72,460,736
7,593,203
324,116
Investment income
Grant revenue
Cancellation of encumbrances
Other
TOTAL REVENUES
356,204,898
EXPENDITURES:
I
Contractual appropriations
329,427,467
TOTAL EXPENDITURES
FUND BALANCE
I
-429
329,427,467
$
26,777,431
Statement of Cash Flows
for the period from inception on
May 18, 1988 to January 12, 1994
I
Sources of cash:
Capital Improvement Surcharge
$ 252,384,715
Federal and State Grants
65,628,313
Interest
18,288,111
Other
324,116
Total sources of cash
336,625,255
Applications of cash:
Construction and Engineering
I
I
Cash and Short-term Investments
-530
280,726,890
$
55,898,365
Mecropolican Sc. Louis Sewer DiaericC
Clean Wacer CapiCal Improvemenc TrusC Fund
Scacemenc of Conscruccion and Engineering Concraccs in Progress
For che period from incepcion on May 18, 1988 Co January 12, 1994
Ord
No.
7586
7625
7629
7631
7633
7641
7671
7717
7743
7746
7748
7750
7774
7858
7860
7881
7909
791X
7913
7919
7924
7952
7981
8007
8028
8030
8041
8147
8148
8167
8168
8169
8170
8178
8202
8203
8235
8237
8239
8263
8264
8265
8266
Projecc Descripcion
Kiefer Creek InCercepcor (Woodside Trails)
Baumgarcner Facilicies Upgrade
Meramec Boccoms Pump Scacion
Bissell Poinc ORS - Sewer Rehab. No. 1 (Cedar & Gracioc)
Bissell Poinc WWTP - Final Clarifiers
Bissell Poinc WWTP - Owner Insurance Program
Bissell Poinc WWTP - Design and Conscruccion Mgc.
Missouri Boccoms Pump Scacion
Bonfils
Missouri BoCComs InCercepcor Sewer
Bonfils
Meramec Boccoms InCercepcor Force Main
Bissell Poinc WWTP - Effluenc Pump SCaCion
Bissell PoinC ORS - Sewer Rehab. No. 1 (Mill Cree)c)
Bonfils - Missouri Boccoms Force Mains
Bissell PoinC WWTP - Operacing CenCer
Bissell PoinC WWTP - Owner Insurance Program
Bissell Poinc WWTP - ConsCrucCion Mgc.
Bissell Poinc WWTP - Sludge Disposal Improvemencs
Riverview Pump SCaCion - Modificacion and Rehabilicacion
Hall Screec Combined Sewer Rehabilicacion
Bissell PoinC Wacershed Overflow Regulacion SysCem
Wescglen IneercepCor
Bissell Poinc ORS - Employees Building
R o c k y Branch Combined Sewer Rehabilicacion
Salisbury Screec Combined Sewer Rehabilicacion
Bissell Poinc WWTP - Effluenc Pump SCaCion
Bissell Poinc ORS - Sewer Rehab. (Lesperance u Bremen)
Bissell Poinc Wacershed Overflow Regulacion Syscem
Bissell Poinc ORS - Value Engineering Services
Bissell Poinc WWTP - Aeracion Tanks
Bissell PoinC WWTP - Trickling Filcers
Bissell Poinc WWTP - Trickling Filcers
Coldwacer Creek Wascewacer TreaCment Planc Oucfall Phase I
Bissell Poinc WWTP - Effluenc Pump Scacion
Aeracion Tanks
Bissell Poinc WWTP
Aeracion Air Compressors
Bissell Poinc WWTP
Final Clarifier Sludge Equipmenc
Bissell Point WWTP
Gravicy Belt Thickeners
Bissell Point WWTP
Trickling Filcer Influenc Pumps
Bissell Point WWTP
Professional Services
Bissell Point WWTP
Owner Insurance Program
Bissell Point WWTP
Coldwacer Creek Wascewacer Treatment Plant Oucfall Phase II
Concracc No.
Appropriaeion.
E469, LM23, LM24, LM25 S
ES62, E631, 86082
ES61, E64 5, 86143
C1324
C1326
M525
E442 AMEND 2 Sl 3
E489, E629, 86056
E644, 87173
E646, 86143FM
87096
E6S8
E4e9, E64 3, 87099
89091
M525
E4 4 2 AMEND 3
89108, E674
89208
89209
E520
85246
89214
90104
90128
87096
90135
E520
E682
E688
90207
90216A
90216B
90216C
90216D
86065
87096
90207
902eSA
90265B
91006A
90216
E4 4 2 AMEND 5
M525
90144
1,596,000
2, 140,000
1,940,000
418,000
24,030,000
1,447,000
2,268,292
3,160,000
876,000
660,000
3,940,000
54,000
4,700,000
9,400,000
2,484,000
3,000,000
40,800,000
1,160,000
1,000,000
210,010
156,000
666,000
2,560,000
510,000
900,000
1,115,000
1,011,000
256,000
52,000
1,170,000
3,220,000
4,560,000
900,000
710,000
7,900,000
700,000
3,830,000
4,900,000
1,200,000
1,100,000
1,610,000
2,000,000
1,000,000
1,600,000
Paymencs
1,517 ,14 9
2, 100,292
1,832 ,674
398 ,000
22,844 ,165
447 ,000
268 ,292
055 ,188
428 ,417
515 ,750
940 ,000
29 , 399
406 ,962
907 ,407
,000
484
,000
000
,000
40.800
,772
1, 158
,475
921
,010
210,
,002
103,
,764
587,
,266
2,434,
,000
486,
,000
900,
, 128
1,064,
,020
963,
,372
244,
,471
41,
000
1,170,
000
3,220,
000
4,560, 000
900, 000
710, 000
7,900, 760
557, 000
3,830, 000
4,900, 000
1,200, 000
1,100, 000
1,610, 000
2,000, 000
1,000, 090
1,594,
Cancellacion
of Encumbrances
78,851
39,708
107,326
20,000
1,185,835
Reserve
for
Encumbrances
Granc
Kevenue
$
l,363,lbi,
16,872,236
104,812
447,583
144,250
2,083,316
24,601
,293,038
492,593
78,525
52,998
78,236
125,734
24,000
50,872
47,980
11,628
10,529
142,240
6,0S9,2B1
28,706.730
4 50,000
432,760
452,794
210,175
Mecropolican SC. Louis Sewer DisCricC
Clean Wacer CapiCal Improvemenc Trust Fund
StatemenC of Conscruccion and Engineering Contracts in Progress
For the period from incepcion on May 18, 1988 Co January 12, 1994
Ord
No.
Project Descripcion
8278
8286
8288
8289
8322
8323
8324
8336
8337
8352
8423
8424
8425
8443
8454
8455
8456
8457
8458
8459
8460
8461
8491
8495
8505
8535
Bissell Poinc ORS - Mill Creek Combined Sewer RehabiliaCion
Bissell PoinC WWTP - Major Process Equipmenc
Riverview Pump SCation - Modificacion and Rehabilieation
Bissell Point WWTP - Aeration Tanks
Bissell Point ORS - Incerim SCADA System
Bissell Point Wacershed Overflow Regulacion Syscem
Bissell Poine W W T P - Sludge Disposal Improvemencs
Bissell Poine WWTP - Maincenance Ccr & Thickeners Facilicies
Bissell Poine Watershed Overflow Regulation Syscem
Bissell Poinc ORS - Mill Creek Combined Sewer RehabiliaCion
Bissell PoinC WWTP - Plane ConCrol Syscem
Biasell Poine Wacershed Overflow Regulacion Syscem
Coldwacer Creek Oucfall Phase IV
Bissell Poine WWTP - Aeracion Tanks
Bissell Poinc WWTP - Professional Services
Bissell Poine WWTP - Owner Insurance Program
Bissell Poinc WWTP - Trickling FilCers
Bissell Poinc WWTP - Major Process Equipment
Bissell Poinc WWTP - Maincenance Cer & Thickeners Facilicies
Bissell Poinc ORS - Central Pumping Stacion Modificacions
Bissell PoinC Wacershed Overflow Regulacion Syseem
Bissell PoinC Wacershed Overflow Regulacion System
Bissell Poine ORS - Cencral Sewer Rehabilicacion
Bissell Poinc ORS - Central Sewer Rehabilicacion
Bissell Poine WWTP - Incineracor Modificacions
Bissell Poinc ORS - Cencral Sewer Rehabilicacion
8566
8567
8568
8574
8584
8585
8631
8632
8633
8661
8662
8682
8689
8705
8706
8707
8733
8735
8752
Coldwacer Creek Oucfall Phase III
Bissell Poinc WWTP - Sludge Disposal Improvemenca
Bissell PoinC WWTP - Incineracor Modificacions
Bissell Poine ORS - Central Sewer Rehabilicacion
Bissell Poinc ORS - Supervisory Concrol S Daca Acquisicion
Bissell Point WWTP - Combustion Air Fans
Bissell Point Watershed Overflow Regulation System
Bissell Poinc ORS - Central Pumping Station Modifications
Bissell Point WWTP - Sludge Cake Pumps
Bissell Point WWTP - Heat Exchangers
Bissell Point Watershed Overflow Regulacion Syscem
Bissell Poinc ORS - Souch Pumping SCation Modifications
Bissell Point WWTP - Professional Services
Bissell PoinC WWTP - Incineracor Modificacions
Bissell PoinC WWTP - Aeracion Tanks (gas cleaning license)
Bisaell PoinC ORS - SouChern Sewer Rehabilicacion
Concracc No.
propriacion
91010A
90265
89208
90207
M537
E520
89108
91006
ES20
91010
91056
E682
90217
90207
E442
M525
90216
90265
91006
91075
E520
E442
91120
91120
E442
91120
90145
89108
92040
91120D
92006
E520
92040A
E520
91075
92040B
92040C
E682
E520
92055
E442
M52S
92040
90207
92046A
300,000
1,900,000
10,000
40,000
350,000
52,000
60,000
4,200,000
1,180,000
670,000
6,400,000
460,000
2,450,000
26,600,000
4,000,000
2,000,000
16,300,000
5,300,000
9,000,000
4,500,000
220,000
740,000
4,140,000
330,000
940,000
720,000
2,300,000
3,400,000
2,800,000
240,000
2,500,000
1,400,000
180,000
310,000
300,000
1,070,000
1,620,000
580,000
210,000
4,200,000
4,500,000
3,000,000
16,800,000
215,000
810,000
-7-
Paymencs
$
144,725
1,900,000
10,000
40,000
342,793
49, 140
60,000
4,200,000
1.129,090
552,220
6,362,436
460,000
2,042,070
25,316,603
3,958,272
772,131
15,566,498
4,864,078
8,288,110
4,388,478
211,723
740,000
4,140,000
309,369
940,000
644,281
1,988,674
2,925,203
2,522,497
216,482
1,808,852
1,390,469
137,660
296,061
287,072
919,563
1,439,200
311,129
202,781
3,372,754
4,361,533
1,080,032
11,888,965
205,520
693,571
Cancellation
of Encumbrances
Reserve
for
Encumbrances
Granc
Revenue
7,,207
2, 860
50,,910
117,,780
407,930
1,227,869
733,502
435,922
711, 890
111, 522
20,631
75, 719
311, 326
23,518
220,627
79.376
691 , 148
9 ,531
42 , 340
13,939
12 ,928
150 ,437
180 , 800
268.,871
7, 219
827, 246
138, 467
1,919, 968
4,911, 035
9,480
116, 429
Mecropolican Sc. Louis Sewer Discrict
Statement of Construction and Engineering Contracts in Progress
For the period from inception on May 18, 1988 Co January 12, 1994
Ord
No.
8753
8756
8786
8809
8813
8854
8880
8900
8901
8921
8922
8923
8938
8939
8966
8989
8990
8991
9055
9056
9082
9083
9084
9099
9100
9104
9112
9113
9118
9143
9144
9145
9148
9149
129-94
Projecc Descripcion
Bissell Poine ORS - SouChern Sewer Rehabilicacion
Bissell Polnc ORS - SouChern Sewer Rehabilicacion
Bissell Polnc WaCershed Overflow Regulation Syscem
Bissell Point Plant Control System
Bissell Point ORS - Pump Replacement Parts
Coldwater Creek Oucfall Phase I
Bissell Poinc WaCershed Overflow Regulacion Syseem
Bissell PoinC ORS - Medium Volcage Adjuscable Drive Syscems
Bissell Poine WWTP - Main Plane SubsCaCion Improvemencs
Bissell Poine WWTP - Professional Services
Compueerized Maincenance Managemenc Syseem
Bissell Polnc ORS - CenCral Sewer Rehabilieation
Bissell Poinc WWTP - Odor ConCrol SCudy
Bissell PoinC Wacershed Overflow Regulacion Syseem
Bissell Poine ORS - Norch Pump SCaCion Modificacions
Bissell Poinc WWTP - Riverview Quarry Landfill
Bissell Polnc WWTP - Communication System
Bissell Point ORS - Bissell Poinc Pumping SCaCion
Bissell Poinc ORS - Maincenance Shop
Bissell Poinc WWTP - Trickling Filcer Covers
Bissell Poine ORS - Norchern Sewer Rehabilieaeion
Bissell Point ORS - Northern Sewer Rehabilitation
Bissell Point ORS - Northern Sewer Rehabilitation
Bissell Point WWTP - Incinerator Modifications
Computerized Maintenance-Software and Hardware
Bissell Point WWTP - Professional Services
Bissell Point ORS - Northern Sewer Rehabilitacion
Bissell Poinc ORS - SouChern Sewer Rehabilicacion
Bissell Poinc WWTP - Tank Repairs
Bissell Poinc WWTP - OIMS Daeabase Developmenc Piloc Phase
Computerized Maintenance Managemenc Syscem
Bissell Poinc WWTP - Roadway Improvemencs
Concracc No.
92046C
92046B
E520
91056
93025A
86065
E768
93025B
92040
E442
E779
91120C
E782
E520
93025
93071
B442
91056
93070
93072
93088
92116B
92116C
92116D
92040
94036
E442
92116E
92046C
94027
E520
E799
E799
93071
94033
Appropriaeion
6,650 ,000
180 ,000
300 ,000
1,200 ,000
630 ,000
1,349 ,766
140 ,000
1,130 ,000
660 ,000
70 ,000
430 ,000
430 ,000
150 ,000
480 ,000
,000
6,000
,000
130
,000
90
,000
480
,000
1,100
,000
1,250
,000
2,220
,000
1,660,
,000
6,300,,000
780,,000
1,100,,000
400,,399
1,001,,000
670,,000
400,,000
1,100,,000
670,,000
480, 000
500, 000
20, 000
1,070,
Paymencs
5,197,876
165,000
Reserve
for
Encumbrances
Cancellacion
of Encumbrances
Grant
Revenu*;
1,452,124
S
15,000
300,000
52,372
595,736
1,009,932
116,609
324,618
628,892
1,147,628
339,834
23,391
805,382
70,000
397,488
386,104
81,501
217,465
1,692,203
45,553
78,156
383,298
149,886
268,825
43,896
68,499
262,535
4,307,797
84,447
11,844
950,114
981,175
2,184,900
1,660,000
5,472,014
780,000
1,100,000
218,570
1,001,399
670,000
400,000
1, 100,000
670,000
480,000
500,000
20,000
1,070,000
35,100
181,430
SRF Grancs
S
$ 329,427,467
S 280,726,890
S
7,593,203
S
41,107,374
5,651,584
S 72.460,736
Mecropolican SC. Louis Sewer District
scacemenc of ConsCrucCion and Engineering Concraccs in Progress
For the period from incepcion on May 18. 1988 Co January 12, 1994
Ord
No.
Bissell
7631
7633
7641
7746
7774
7858
7860
7881
8007
8148
8167
8168
8169
8170
8202
8203
8235
8237
8239
8263
8264
8265
8286
8289
8324
8336
8423
•8443
• 8454
8455
8456
8457
8458
8505
8567
8568
8631
8661
8662
Projecc Descripcion
Poinc Seconda ry Trea Cmenc:
Bissel
Poinc WWTP - Final Clarifiers
Bissel
Poine WWTP - Owner Insurance Program
Poinc WWTP - Design and Conscruccion Mgc.
Bissel
Bissel] Poinc WWTP - Effluenc Pump Scacion
Bissel
Poinc WWTP - Operating Cencer
Bissel L Poinc WWTP - Owner Insurance Program
Bissel L PoinC WWTP - Conscruccion Mgc.
Bissel L Poinc WWTP - Sludge Disposal Improvemencs
Bissel I Poinc WWTP - Effluenc Pump scacion
Bissel 1 Poine WWTP - Aeracion Tanks
Trickling Filcers
Bissel I Poine WWTP Trickling FilCers
Bissel
PoinC WWTP Trickling Filcers
Bissel
Poinc WWTP Trickling Filcera
Bissel I Polnc WWTP Effluenc Pump Scacion
Bissel I Poinc WWTP Aeracion Tanks
Bissel L Point WWTP Aeracion Air Compressors
Bissel
Point WWTP Final Clarifier Sludge Equipmenc
Bissel L Poinc WWTP Gravicy Belt Thickeners
Bissel
Poinc WWTP Trickling Filcer Influenc Pumps
Bissel
Poinc WWTP Professional Services
Poinc WWTP Bissel
Owner Insurance Program
Bissel
Poinc WWTP Major Process Equipmenc
Bissel L PoinC WWTP Aeracion Tanks
Bissel
Poine WWTP Bissel
Point WWTP - Sludge Disposal Improvemencs
Point WWTP - Maincenance CCr & Thickeners Facilities
Bissel
Bissel
Point WWTP - Plant Concrol Syscem
Bissel
Point WWTP - Aeracion Tanks
Bissel
Point WWTP - Professional Services
Bissel L Point WWTP - Owner Insurance Program
Bissel L Point WWTP - Trickling Filcers
Bissel I Point WWTP - Major Process Equipmenc
Bissel
Point WWTP - Maincenance Ccr & Thickeners Facilicies
Bissel
Poinc WWTP - Incineracor Modificacions
Bissell Poinc WWTP - Sludge Disposal Improvemencs
Bissel
Poinc WWTP - Incineracor Modificacions
Bissel
Poine WWTP - Combuscion Air Fans
Bissel] Poinc WWTP - Sludge Cake Pumps
Bissel] PoinC WWTP - HeaC Exchangers
Concracc No.
C1326
M525
E442 AMEND 2 S 3
87096
89091
M525
E442 AMEND 3
89108, E674
87096
90207
90216A
90216B
90216C
90216D
87096
90207
90265A
90265B
91006A
90216
E442 AMEND 5
M525
90265
90207
89108
91006
91056
90207
E442
M525
90216
90265
91006
E442
89108
92040
92040A
92040B
92040C
-9-
Appropriaeion
24,030 000
1,447 000
2,268 292
3,940 000
9,400, 000
2,484 000
3,000 000
40,800 000
900 000
1, 170 000
3,220 000
4,560 000
900 000
710 000
000
700
000
830
000
900
000
200
000
100
000
610
000
000
000
000,
000
900
000
40
000
60,
000
200,
000
400
000
26,600,
000
4,000, 000
2,000, 000
16,300, 000
5,300, 000
9,000, 000
940, 000
3,400, 000
2,800, 000
180, 000
1,070, 000
1,,620,
Paymencs
22,844 ,165
1,447 ,000
2,268 ,292
3,940 ,000
8,907 ,407
2,484 ,000
3,000 ,000
40,800 ,000
900 ,000
1, 170,000
3,220 ,000
4,560 ,000
900 , 000
710 ,000
557 ,760
,000
3,830
,000
4,900
,000
1,200
,000
1,100
,000
1,610
,000
2,000
.000
1,000.
,000
1,900,
,000
40,
,000
60,
,000
4,200,
,436
6,362,
,603
25,316,
,272
3,958,, 131
772,,498
15,566,,078
4,864,,110
8,288,,000
940,,2 03
2,925,,497
2,522,,660
137, 563
919, 200
1,439,
Cancellacion
of Encumbrances
Reserve
for
Encumbrances
S 1,185,835
$
16,872,2 J
2 , OS J, .11
6,059,2H
28,706.7 i
142,240
37,564
1,283,397
1,227,869
733,502
435,922
474,797
277,503
42,340
150,437
180,800
Mecropolican St. Louis Sewer District
Statement of Construction and Engineering Contraccs in Progress
For the period from incepcion on May 18, 1988 Co January 12. 1994
Ord
No.
CO
Biasell
8706
8707
8733
8735
8809
8901
8921
8922
8938
8989
8990
8991
9082
9100
9112
9104
9143
9145
9148
9149
129-94
Projecc Descripcion
Poinc Seconda ry Trea cmenc (Con'C):
Bissel] Poine WWTP - Professional Services
Bissell Poinc WWTP - Incineracor Modificacions
Bissell PoinC WWTP - Aeracion Tanks (gas cleaning license)
Bissell PoinC WWTP - Plant Concrol Syatem
Bissell Poinc WWTP - Main Plant Substation Improvements
Bissel] Poinc WWTP - Professional Services
Bissell Poinc WWTP - Computerized Maincenance Managemenc System
Bissell Poine WWTP - Odor Concrol Scudy
Bissell Poine WWTP - Riverview Quarry Landfill
Bissell Poinc WWTP - Communicacion Syscem
Bissell Poinc WWTP - Trickling FilCer Covers
Bissell Poinc WWTP - Incineracor Modificacions
Bissel] Poine WWTP - Professional Services
Bissell Poine WWTP - CompuCerized Maintenance-Software & Hardwar
Bissell Poine WWTP - Tank Repairs
Bissell Poinc WWTP - CMMS Database Developmenc Piloc Phase
Bissell Point WWTP - Computerized Maincenance Management System
Bissel] Poinc WWTP - Roadway Improvements
Concracc No.
E442
M525
92040
90207
91056
92040
E442
E779
E782
93071
E442
91056
93088
92040
E442
94036
94027
E799
E779
93071
94033
$
Subtocal
Bonfils-Missouri Boctoms Intercepeor SysCem:
7671 Bonfils - Missouri BoCtoms Pump Stacion
7717 Bonfils - Missouri BoCtoms Incerceptor Sewer
7750 Bonflls - Missouri BoCComs Force Mains
E489, E629, 86056
E644, 87173
E489, E643, 87099
Subcocal
Woodside Trails IneercepCor;
7544 Kiefer Creek Interceptor (Woodside Trails)
7919 Westglen Interceptor
E469, LM23, LM24, I>125
85246
Subtotal
Meramec Bottoms Interceptor System:
7625 Meramec BoCComs Pump SCation
7743 Meramec BoCtoms Interceptor Force Main
Appropriation
E561, E645, 86143
E646, 86143PM
Subtotal
•10-
4,500,000
3,000,000
16,800,000
215,000
1,200,000
660,000
70,000
430,000
150,000
130,000
90,000
480,000
2,220,000
1,100,000
1,001,399
400,000
1,100,000
480,000
500,000
20,000
1,070,000
Payments
$
4,361,533
1,080,032
11,888,965
205,520
52,372
628,892
70,000
397,488
81,501
45,553
78,156
383,298
35,100
Cane ellation
of Encumbrances
Re serve
for
Encumbrances
S
S
Grdra
Revenui
138,467
1 919,968
4 911,035
9,480
1 147,628
31,108
32,512
68,499
84,447
11,844
96,702
2 184,900
1 100,000
1 001,399
218,570
1 100,000
480,000
500,000
20,000
1 070,000
181,430
236,595,691
213,050,715
3 643,907
3, 160,000
876,000
4,700,000
3,055,188
428,417
3,406,962
104,812
447,583
1 293,038
8,736,000
6,890,567
1 845,433
1,596,000
156,000
1,517,149
103,002
78,851
52,998
1,752,000
1,620,151
131,849
1,940,000
660,000
1,832,674
515,750
107,326
144,250
2,600,000
2,348,424
251,576
19 901,069
S
6 J , 6 0 0 . •.
1 , 363. 1
1,36J. 1
Metropolitan St. Louis Sewer Districc
Clean Wacer Capital Improvement Trust Fund
Scacemenc of Construction and Engineering Concraccs in Progress
For che period from incepcion on May 18, 1988 Co January 12, 1994
Ord
No.
Ul
<Ti
Bissell
7629
7748
7909
7911
7913
7924
7952
7981
8028
8030
8041
8147
8278
8288
8322
8323
8337
8352
8424
8459
8460
8461
8491
8495
8535
8574
8584
8585
8632
8633
8682
8689
8705
8752
8753
8756
8786
8813
8880
8900
8923
8939
8966
9055
Projecc Description
Point Overflow Regulation System:
Bissell Point ORS - Sewer Rehab. No. 1 (Cedar & Gratiot)
Bissell Point ORS - Sewer Rehab. No. 1 (Mill Creek)
Riverview Pump Station - Modification and Rehabilitation
Hall Street Combined Sewer Rehabilitation
Bissell PoinC Wacershed Overflow Regulation System
Bissell Point ORS - Employees Building
Rocky Branch Combined Sewer Rehabilitation
Salisbury SCreec Combined Sewer Rehabilicacion
Bissell Point ORS - Sewer Rehab. (Lesperance & Bremen)
Bissell Point watershed Overflow Regulation System
Bissell Point ORS - Value Engineering Services
Bissell Point ORS - Mill Cree)i Combined Sewer Rehabiliation
Riverview Pump Scacion - Modificacion and Rehabilicacion
Bissell PoinC ORS - InCerim SCADA Syscem
Bissell Poinc Watershed Overflow Regulation System
Bissell Point ORS - Mill Creek Combined Sewer Rehabiliation
Bissell Point wacershed Overflow Regulacion SysCem
Bissell Poinc ORS - Cencral Pumping Scacion Modificacions
Bissell Poinc WaCershed Overflow Regulacion Syscem
Bissell PoinC WaCershed Overflow Regulacion SysCem
Bissell PoinC ORS - CenCral Sewer Rehabilicacion
Bissell Poine ORS - General Sewer Rehabilicacion
Bissell PoinC ORS - Supervisory Control & Daca Acquisicion
Bissell PoinC Wacerahed Overflow Regulacion System
Bissell Point ORS - Central Pumping Station Modifications
Bissell PoinC WaCershed Overflow Regulacion Syseem
Bissell PoinC WaCershed Overflow Regulacion SysCem
Bissell PoinC ORS - SouCh Pumping SCaCion Modifications
Bissell Point ORS - Southern Sewer Rehabilicacion
Bissell Poine ORS - Souehern Sewer Rehabilieaeion
Bissell Poine ORS - SouChern Sewer Rehabilieation
Bissell Point ORS - Pump Replacement Parts
Bissell
Bissell
Bissell
Bissell
Bissell
Bissell
Point
Point
Point
Point
Poine
Point
Watershed Overflow Regulation System
ORS - Medium Voltage Adjustable Drive Systems
ORS - Central Sewer Rehabilitation
Watershed Overflow Regulacion Syscem
ORS - North Pump Station Modifications
ORS - Bissell Point Pumping Scacion
Contract No.
C1324
E658
89208
89209
E520
89214
90104
90128
90135
E520
E682
E688
91010A
89208
M537
E520
E520
91010
E682
91075
E520
E442
91120
91120
91120
91120D
92006
E520
E520
91075
B682
E520
92055
92046A
•92046C
92046B
E520
93025A
£768
93025B
91120C
E520
93025
93070
Appropriation
418 ,000
54 ,000
1,160 ,000
1,000 ,000
210 , 010
666 ,000
2,560 000
510 ,000
1, 115,000
1,011 ,000
256 ,000
52 ,000
300 000
10 000
,000
350
,000
52
,000
1, 180
,000
670
,000
460
,000
4,500
,000
220
,000
740
,000
4,140
,000
330
,000
720,
,000
240,
,000
2,500,,000
1,400,,000
310,,000
300,,000
580,,000
210,,000
4,200,,000
810,,000
6,650,,000
180,,000
300, 000
630, 000
140, 000
1,130, 000
430, 000
480, 000
6,000, 000
1,100,
•Ll-
Paymencs
398,000
29, 399
1,158,772
921,475
210,010
587,764
2,434,266
486,000
1,064,128
963,020
244,372
41,471
144,725
10,000
342,793
49,140
1, 129,090
552,220
460,000
4,388,478
211,723
740,000
4,140,000
309,369
644,261
216,482
1,808,852
1,390,469
296,061
287,072
311,129
202,781
3,372,754
693,571
5,197,876
165,000
595,736
116,609
324,618
386,104
217,465
1,692,203
149,886
Cancellacion
of Encumbrance;
$
Reserve
for
Encumbrances
20,000
24,601
1,228
78,525
78,236
125,734
24,000
50,872
47,980
11,628
10,529
155,275
7,207
2,860
50,910
117,780
111,522
8,277
20,631
75,719
23,518
691,148
9, 531
13,939
12,928
268,871
7,219
827,246
116,429
1,452,124
15,000
300,000
34,264
23,391
805,382
43,896
262,535
,307,797
950,114
Grdiil.
Revenue
Metropolitan Sc. Louis Sewer District
Clean Wacer Capieal Improvemenc TrusC Fund
Scacemenc of ConsCrucCion and Engineering Concraccs in Progress
For che period from inception on May 18, 1988 to January 12, 1994
Ord
No.
Bissell
9056
9083
9084
9099
9113
9144
9118
Project Description
Contract No.
Poinc Overflow Regulacion Syscem (Con'C):
Bissell Poinc ORS - Maincenance Shop
Bissell PoinC ORS - NorCh Sewer Rehabilicacion
Bissell PoinC ORS - NorCh Sewer Rehabilicacion
Bissell PoinC ORS - Norch Sewer Rehabilicacion
Bissell PoinC ORS - Norch Sewer Rehabilieaeion
Bissell Poinc WaCershed Overflow Regulacion Syscem
Bissell Poine ORS - Souehern Sewer Rehabilicacion
93072
92116B
92116C
92116D
92116E
E520
92046C
$
Subtotal
Ul
-~1
Baumgartner Wastewater Facilities Upgrade:
7586 Baumgartner Facilities Upgrade
Coldwater Creek WWTP Outfall:
8178 Coldwater Creek Wastewater
8266 Coldwacer Creek Wascewacer
Treacmenc
TreaCment
Treatment
Treatment
Treatment
E562, E631, 86082
Planc
Plant
Plant
Plant
Plant
Oucfall
Outfall
Outfall
Outfall
Outfall
Phase
Phase
Phase
Phase
Phase
I
II
IV
III
I
Appropriation
86065
90144
90217
90145
86065
Subtotal
1,250,000
1,660,000
6,300,000
780,000
670,000
670,000
400,000
Paymencs
$
Reserve
for
Encumbrances
Cancellation
of Encumbrances
268,825
$
827,986
62,004,010
40,181,975
S 1,266,890
2,140,000
2,100,292
39,708
2,140,000
2,100,292
39,708
7,900,000
1,600,000
2,450,000
2,300,000
1,349,766
7,900,000
1,594,090
2,042,070
1,988,674
1,009,932
15,599,766
14,534,766
413,840
$ 329,427,467
$ 280,726,890
S 7,593,203
981,175
1,660,000
5,472,014
780,000
670,000
670,000
400,000
20,555,145
5,910
407,930
311,326
339,834
651,160
SRF Grants
Subtotal
-12-
$
41,107,374
1/12/M
CLEAN WATER CAPITAL IMPROVEMENT TRUST FUND PROJECTS
(000,000)
ORIGINAL
ESTIMATED
COST
CURRENT
ESTIMATED
COST
CURRENT
GRANTS
ANTICIPATED
Bissell Point Secon(dary Treatment
230.4
249.9
65.5
Bissell Point Overflow Regulotion
System
166.6
119.0
7.8
CURRENT
INTEREST
EARNED
CURRENT
ANTICIPATED
NEEDS
CONSENT DECREE PROJECT
165.5
18.9
111.2
Bonfils-Missouri Bottoms
Interception System
11.1
6.9
Woodside Trails Interceptor
3.2
1.6
Meramec Bottoms Interception
System
2.9
2.4
2.4
Baumgartner Facilites Upgrade
1.8
2.1
2.1
416.0
381.9
74.7
22.5
15.2
.8
438.5
397.1
75.5
00
6.9
1.4
.2
288.3
18.9
COMPLIANCE PROJECTS
Coldwater Creek WWTP Outfall
TOTAL NEEDS
14.4
302.7
18.9
P:\PC0>I
l:\CAI><MP2
"
CLEAN WATER CAPITAL IMPROVEMENT TRUST FUND PROJECTS
I
BISSELL PDINT SECDNDARY TREATMENT
BP-5
BP-12
BP-6
BP-9
BP-ll
BP-10
W-4
BP-15
BP-13
BP-14
BP-7
BP-9D
FINAL CLARIFIERS
EFFLUENT PUMP STATION
SECONDARY TREATMENT OPERATING CENTER
SLUVCE DISPOSAL IMPROVEMENTS
AERATION TANKS
PLANT CmfTRDL
TRICKLING FILTERS
MAINTENANCE CENTER 8. THICKENING FACILITIES
PLANT IMPROVEMENTS
DETRITUS TANK IMPRDVEMENTS
SITE ACQUISITIDN
DESIGN AND CONSTRUCTION MANAGEMENT
MAJOR PROCESS EQUIPMENT
INCINERATOR MODIFICATIONS
OWNER CONTROLLED INSURANCE PROGRAM
BISSELL POINT OVERFLOW REGUUTION SYSTEM
BP 02A
SEWER REHABIUTATION NO. 1 (CEDAR.GRAT10T)
BP 028,D.E
SEWER REHABIUTATION NO. 1
BP - 0 8
CENTTWL PUMPING STATION MODIRCATIONS
BP 07
CENTRAL SEWER REHABIUTATION
BP 09
BP - 0 1 0
BP - 0 1 2
BP- 0 1 3
BP - 0 5
BP - 0 4
BP 03
BP Oil
BP - 0 5 A
I
SOUTH PUMPING STATION MODIRCATIONS
SOUTH SEMER REHABIUTATION
NORTH PUMPING STATION MODIRCATIONS
NORTH SEWER REHABIUTATION
SCADA SYSTEM
PUMPING STATION MODIRCATIONS
SOUTH - RADIO COMMUNICATIONS
NORTH - RADIO COMMUNICATIONS
MAINTENANCE SHOP/EMPLOYEES BLDG.(BP-9A)
DE9GN AND CONSTRUCTION MANAGEMENT
BP -012A
RIVERVIEW PUMP STATION MODIRCATIONS
(PREVIOUSLY INCLUDED IN BP-012)
-013A
RIVERVIEW SEWER REHABIUTATION
BP
SOUTH SEWER REHABIUTATION PHASE II
BP- 0 1 OA
BP- 0 7 A i t 0138 CENTRAL tc NORTH SEWER REHABIUTATION PHASE II
(PREVIOUSLY INaUOED IN B P - 0 7 tt BP-013)
SEWER REHABIUTATION NO. 1 (MILL CREEK)
BP- 0 2 C
(PREVIOUSLY INCLUDED IN BP-02A)
BONRLS -
CURRENT
ESTIMATED
COSI
ORIGINAL
ESTIMATED
COST
CONSENT DECREE PROJECTS
ACTUAL
APPROPRIATION
ORIGINAL
CONSTRUCTION
START DATE
1/1/89
4/30/89
5/31/89
7/31/89
12/1/90
2/28/91
3/31/91
4/30/91
3/1/92
3/1/92
CURRENT
CONSTRUCTION
START DATE
12/14/94
ACTUAL
CONSTRUCTION
START DATE
ORIGINAL
CONSTRUCTION
COMPLETION DATE
CURRENT
CONSTRUCTION
COMPLETION DATE
ACTUAL
CONSTRUCTION
COMPLETION DATE
12/26/88
4/24/89
5/22/89
8/21/89
8/10/90
7/22/91
9/14/90
12/14/90
5/24/93
3/1/95
12/26/88
4/24/to
5/22/89
8/21/89
8/10/90
7/22/91
9/14/90
12/14/90
5/24/93
1/31/91
3/31/91
3/31/91
7/31/92
8/31/93
8/31/93
9/30/92
8/31/93
6/30/93
6/30/93
11/3/90
1/17/92
11/15/90
12/4/92
9/30/93
7/31/93
5/29/94
7/22/93
3/1/95
6/30/96
11/3/90
1/17/92
11/15/90
12/4/92
9/30/93
12/14/90
8/24/92
12/14/90
8/24/92
12/31/92
12/23/92
3/1/94
12/23/92
12/26/88
12/26/89
8/28/91
9/30/91
7/^/92
9/21/92
5/24/93
9/20/93
3/18/91
12/17/92
n/2»/8a
12/26/89
8/26/Sl
9/50/91
7/20/92
9/21/92
2/15/89
12/2/90
3/8/93
3/22/93
12/2/93
3/1/94
10/8/94
9/19/94
9/1/94
11/16/94
10/23/89
10/23/89
9/1/89
12/1/90
3/1/95
3/1/95
3/1/98
3/1/98
12/1/96
12/1/98
3/1/95
3/1/95
3/1/95
12/1/96
3/1/95
$22,844,165
$5,397,760
$8,907,407
$43.7a'V.?D3
$31,845,520
$10,000,000
$28,786,498
$14,300,000
$4,000,000
$8,300,000
$4,500,000
$18.19a84«
$12,864,078
* $22,344,165
• $5,397,760
• $8,!X)7,407
• $43,785,203
$31.1345.520
$9,760,788
<$28,786.498
$230,430,846
$249,901,777
$?32.tJ50,380
t5,800.000
t9,425.000
$7,236,516
$21,709,550
$10,854,775
$26,265,815
$10,720,880
$39,666,831
$15,947,138
$2.41^172
$3,718,765
$2,278,162
$1,340,095
$9,261,000
$398,000
$3,984,394
$4,800,000
$5,735,954
t4.200.000
$12,400,000
$6,000,000
$16,300,000
$3,350,000
$2,825,736
$0
$0
$1,837,764
$9,261,000
* $398,000
• $3,1)84,394
$4.{3OO.0O0
$5,735,954
$4,200,000
$8,025,000
$«,(XX),000
$9,410,000
$il542,793
$2.'325.736
$1,168,772
• $1,168.7/2
10/23/89
10/23/89
1/14/91
1/14/&1
$921,475
• |«21,475
10/23/69
10/23/89
3/7/90
3/7/90
«42325XI00
*5,250,000
»19,9SO,000
*ea,783,ooo
»46,305,000
$5,250,000
«33k070,000
$21,0(H),000
$3,465,000
*7440,000
$4,500,000
•17,190,846
•
$i4.:5oaooo
$2,32a000
$17.a77.963
•$12.(364.078
$24,:23a000
T9.931.000
• $1.(337.764
$7,837,015
1/1/89
12/1/89
9/1/93
9/1/93
9/1/94
9/1/94
6/1/95
6/1/95
9/1/93
9/1/93
9/1/93
6/1/95
9/1/93
3/18/B1
12/17/92
12/1/94
11/30/95
$21.S(X>.000
12/1/95
11/30/96
$696,945
* $396,940
$119,016,040
$60,719,849
$3,349,500
$5,659,500
$2,103,000
$3,055,188
$3,406,962
$428,417
• $3,055,188
* $3,406,962
• $(28,417
$11,112,000
$6,890,567
• $6,390,567
$1,517,149
0 $1,517,149
$103,002
. $103,002
$3,182,800
$1,620,151
• $1,620,151
$Z090,S50
$808,500
$1,832,674
$515,750
« $1,332,674
• $515,750
$^899,050
$2,348,424
$1,848,000
$2.100.292
$416,109,395
$381,876,951
$22,520,010
$15,185,926
$15,185,926
$438,629,405
$397,062,877
$321,815,589
1/21/91
1/21/91
11/21/90
12/2/90
3/31/94
$23,200,000
$166,636,699
7/22/93
2/7/92
2/7/92
8/16/90
9/12/90
7/24/89
8/16/90
9/12/90
7/24/89
MISSOURI BOTTOMS
BONRLS BONRLS BONRLS -
MISSOURI BOTTOMS PUMP STATION
MISSOURI BOTTOMS FORCE MAIN
MISSOURI BOTTOMS INTERCEPTOR SEWER
1/1/89
1/1/89
1/1/89
1/29/89
4/24/89
4/7/89
1/29/89
4/24/89
4/7/89
7/1/90
1/1/90
1/1/90
'
WOOOSIDE TRAILS
KIEFER CREEK INTERCEPTOR [WOOOSIDE TRAILS)
KIEFER CREEK INTERCEPTOR KLAMBERG)
KIEFER CREEK INTERCEPTOR [WESTGLEN)
$100,000
$2,799,300
$283,500
11/3/89
3/1/89
11/30/89
11/30/89
4/24/89
1/16/90
S/3/90
4/24/89
1/16/90
5/3/90
1/16/89
5/5/89
1/16/89
5/5/89
7/1/90
1/1/90
1/11/91
12/5/89
1/11/91
12/5/89
1/1/89
12/18/88
12/18/88
1/1/90
3/2/90
3/2/90
5/1/91
10/15/80
10/15/90
10/31/93
6/1/93
9/1/88
9/1/88
9/1/88
9/2S/8B
9/26/88
11/3/B9
1/1/89
1/1/89
9/26/88
MERAMEC BOTTOMS
MERAMEC BOTTOMS PUMP STATION
MERAMEC BOTTOMS FORCE MAIN
BAUMGARTNER FAOUTIES
I
$2,348,424
• $2,100,292
COMPUANfY PRairnTS
COLDWATER CREEK WWTP OUTFAU
TOTAL NEEDS
• ACTUAL COST
39
P: VjEtfCROJ^ROMTOXTBOSC

DT C, TRTMMAR Jones, Chairman Carney Deeba Matheny Gastorf

Transcription

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