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<br /> 2ND TO COAST CONST. CO. FOR SANITARY SEWERS ON SOUTH WILLAMETTE - ORD. 9575 - $1 1~184.97.
<br /> II
<br /> II 3RD TO COAST CONST. CO. FOR SANITARY SEWERS ON SOUTH WILLAMETTE - ORD. -95~1 - $104~~6.21.
<br /> 3RD TO COAST CONST. CO. FOR SANITARY SEWERS ON SOUTH WILLAMETTE - ORD~ 957- $9, .39.
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<br /> , 2ND TO COAST CONST. CO. FOR SANITARY SEWERS ON SOUTH WILLAMETTE - O~D. 9581 - $756.80.
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<br /> I 1ST TO COAST CONST. CO. FOR SANITARY SEWER IN ALLEY BET. WASHINGTON AND JEFFERSON FROM 24TH
<br /> I TO 25TH AVENUE ~ $1,202.50.
<br /> I, 2ND TO T. C. WILDISH FOR SANITARY SEWER ON 27TH WOODLAWN - CHERRY TO SPRING BLVD. -- $2,8\ 1.27.
<br /> II 1ST TO W. H. SHIELDS CONST. CO. FOR MAINTENANCE SHOP AT 3RD AND LINCOLN - $9,346.05.
<br /> II 2ND TO CASCADE CONST. & ENGR. CO. FOR BRIDGE FOR AMAZON AT PEARL - $12,030.76.
<br /> I 1ST TO HAMILTON AND THOMS FOR AMAZON BRIDGE AT 31ST - $3,607.50.
<br /> 1ST TO HAMILTON AND THOMS FOR AMAZON BRIDGE AT 24TH - $900.00. I
<br /> 1ST TO HAMILTON AND THOMS FOR AMAZON BRIDGE AT 29TH - $3,700.00.
<br /> II
<br /> IT WAS MOVED BY DAVIS, SECONDED BY CRUMBAKER TRAT THE ESTIMATES AS CERTIFIED BY W. C.
<br /> :1
<br /> CLUBB, C I TV ENG I NEER, AND THE CONTRACTOR, BE APPROVED AND THE PROPER CITY OfFICERS AUTHORIZED I
<br /> I
<br /> II TO ISSUE WARRANTS I N PAYMENT OF THE SAME. ROLLCALL VOTE. MOTION CARRIED. !
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<br /> REPORTS OF OFFICERS I
<br /> 3 A REPORT OF THE CITY MANAGER - RE: AUDIT REPORT AND AMAZON PROJECT WAS SUBMITTED.
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<br /> IT WAS MOVED BY DAVIS, SECONDED BY CRUMBAKER THAT THE REPORT OF THE CITY MANAGER BE
<br /> ADOPTED. MOTION CARRIED.
<br /> I REPORTS OF COMMITTEES
<br /> 4 A REPORT OF THE METROPOLITAN SEWAGE COMMITTEE - RE: METROPOLITAN SEWAGE DISTRICT WAS
<br /> SUBMITTED AND READ AS FOLLOWS:
<br /> "A MEETING OF THE METROPOLITAN SEWAGE COMMITTEE WAS HELD AT THE CITY HALL ON AUGUST 30, i
<br /> 1950 WITH THE FOLLOWING PRESENT: MAYOR JOHNSON; A. C. DIXON, SR.; JAMES RODMAN, JR.; I
<br /> MARVIN T. WARLICK; ORLANDO HOLLIS; LYNN MCCREADY; G. C. BLOHM; JESSE GODLOVE; DR.
<br /> CRUMBAKER; DR. TRIOLO; CITY MANAGER; CITY ATTORNEY AND CITY ENGINEER. ,
<br /> 'I THE CHARTER AMENDMENT DATED AUGUST 22, 1938, WAS REVIEWED WHICH AUTHORIZED THE
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<br /> II COMMON COUNCIL OF THE CITY OF EUGENE TO OWN, ACQUIRE, CONSTRUCT, EQU I P, OPERATE AND
<br /> !I MAINTAIN WITHIN OR WITHOUT THE CITY LIMITS OF EUGENE, A SEWAGE DISPOSAL PLANT OR PLANTS I
<br /> USEfUL OR CONVENIENT FOR A COMPLETE SEWER SYSTEM INCLUDING THE ACQUISITION OF PROPERTY,
<br /> I, RIGHTS-OF-WAY, OR EASEMENT AND TO ESTABLISH AND COLLECT JUST AND EQUITABLE CHARGES FOR I
<br /> II SERVICE UPON ALL WATER USERS.
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<br /> Ii THE CONSULTING FIRM OF CORNELL, HOWLAND, HAYES AND MERRYFIELD, WAS REVIEWED AND I
<br /> 'I
<br /> il PRELIMINARY ESTIMATED COSTS OF TEN PROJECTS BY THIS FIRM WERE COMPARED WITH ACTUAL CON-
<br /> il STRUCTION COSTS. THE RESULT SHOWED THAT MOST OF THE CONSTRUCTION COSTS WERE WITHIN. THE
<br /> I
<br /> !) PRELIMINARY ESTIMATED COST. I
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<br /> " MR. RALPH RODERICK OF THE ABOVE ENGINEERING FIRM ANALYZED THE REVISED ESTIMATES
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<br /> II PERTAINING TO PLAN 8 OF THE FEASIBILlfY SURVEY TO INCLUDE EUGENE AND SURROUNDING AREAS, I
<br /> BUT EXCLUDING ALL AREAS EAST OF THE WEST SIDE OF THE CITY OF SPRINGFIELD. THIS ESTIMATE(
<br /> I II SHOWED IMMEDIATE CONSTRUCTION COSTS TOTALING $955,388 WHICH INCLUDED $425,388 fOR THE
<br /> ,I
<br /> II INTERCEPTOR SEWER fROM POLK STREET TWO MILES WEST TO THE PROPOSED LOCATION OF THE SEWAGE
<br /> TREATMENT PLANT WHICH WAS ESTIMATED UNDER THIS PLAN AT AN INITIAL COST OF $530,000. THIS
<br /> II REVISED PLAN WOULD INCLUDE DISTRICTS NO. 1,2,3,4,5,6 7,8,9,10, II, 12, AND 13 AS
<br /> I, SHOWN ON FIGURE 15 Of THE fEASIBILITY STUDY COV~RING 33,284 ACRES TO SERVE POPULATION Of
<br /> :1
<br /> I' 85,000 AND WOULD BE CAPABLE Of EXPANDING TO SERVE AN ULTIMATE POPULATION OF 232,000 OVER A
<br /> il 40 YEAR PERIOD AT A TOTAL OVER-ALL ESTIMATED COST Of $7,601,886. CONSIDERABLE DISCUSSION
<br /> Ii TOOK PLACE RELATIVE TO THE SIZE AND CAPACITY Of THE PROPOSED OUTFALL LINE fROM POLK
<br /> STREET TO THE LOCATION Of THE SEWAGE PLANT TWO MILES WEST. THE COMMITTEE fELT THAT THIS
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<br /> WAS ONE OF THE MOST IMPORTANT I TEMS AND THAT IT WOULD BE IMPERATIVE TO KNOW THAT THIS I
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<br /> II OUTfALL LIN€ WAS DESIGNED TO CARRY THE ULTIMATE CAPACITY FOR THIS AREA INCLUDING BOTH
<br /> II DOMESTIC AND INDUSTRIAL WASTES. MR. RODERICK STATED THAT A THOROUGH AND COMPLETE STUDY
<br /> i: WOULD BE MADE BEFORE THE FINAL SIZES WERE ESTABLISHED AND ASSURED THE COMMITTEE THAT
<br /> II THEIR RECOMMENDATIONS WOULD INCLUDE ADEQUATE OUTfALL LINE CAPACITY. HE STATED THAT UNDER
<br /> Ii THE STATE SANITARY LAWS, IT WAS NECESSARY fOR THE CITY TO TREAT THREE TIMES THE DRY
<br /> II
<br /> II WEATHER CAPACITY OF THE SEWAGE SYSTEM AND THAT THE REMAINDER COULD BE DIVERTED INTO THE
<br /> il WILLAMETTE RIVER DURING FLOOD SEASONS. HE GAVE THIS AS T~E REASON fOR THE REDUCTION i
<br /> II FROM THE 90" PRESENT OUTFALL LINE ON POL~ STREET TO THE PROPOSED 66" LINE FROM POLK
<br /> II STREET TWO MILES WEST TO THE SEWAGE PLANT.
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<br /> DifFERENCES IN ESTIMATED COSTS BETWEEN COMPLETE TREATMENT AND PRIMARY TREATMENT WERE
<br /> II ANALYZED WITH RELATION TO PERMANENT MINIMUM FLOWS IN BOTH THE WILLAMETTE AND McKENZIE
<br /> RIVERS. IT WAS BROUGHT OUT THAT ADEQUATE MINIMUM FLOWS MUST BE MAINTAINED ON A PERMANENT
<br /> I,
<br /> :1 BASIS AND THE POSSIBILITY OF PREVIOUSLY ESTABLISHED WATER RIGHTS ON THE McKENZIE INFRINGING
<br /> II UPON THESE MINIMUM FLOWS WAS DISCUSSED. IT WAS BROUGHT OUT THAT IF ADEQUATE MINIMUM FLOWS
<br /> i' WERE REDUCED AT SOME FUTURE DATE THAT THE CITY AND DISTRICT MIGHT BE PUT TO ADDITIONAL
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<br /> Ii EXPENSE TO THEN EFFECT COMPLETE SEWAGE TREATMENT.
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