Draft Contract Between the City of Atlantic Beach and JEA Mayport Village Force Main v _ i ., i
*-N,414.1,,.-- • CITY OF
1' r• >gtettitee Fear -•
��vuda
1200 SANDPIPER LANE
ATLANTIC BEACH,FLORIDA 322334381
TELEPHONE(904)247-5834
A► z,,4 FAX(904)247-5843
September 19, 1997
Mr. Herbert B. Bridwell,Jr.,P.E.
Jacksonville Electric Authority
21 West Church Street, CC-6
Jacksonville,FL 32202-3139
Re: Draft Contract Between the City of Atlantic Beach
and the Jacksonville Electric Authority
Mayport Village Force Main
Dear Mr. Bridwell:
"Vitstave prepared the enclosed Draft copy of the proposed"Contract Between the City of Atlantic Beach
* and the Jacksonville Electric Authority" for the Mayport Village Force Main to be constructed on State
Road'MA, anti connected to an existing sewage force main leading to the City of Atlantic Beach
Buccaneer Wastewater Treatment Plant on Wonderwood Drive. Please review this document and call me
with any questions or comments you might have.
As requested, we are sending a copy of the Bid Tabulation containing bid prices for the Courtyards Lift
Station wetwell lining. Please disregard the letter dated September 8, 1997,concerning the Courtyards
Lift Station, and substitute the recently mailed letter dated September 15, 1997.
If you have any questions, please call at any time.
Sincerely,
Robert S. Kosoy,P.E.
Director of Public Works
Enclosures
cc: Harry McNally,Distribution/Collection Division Director
Jim Jacques,Assistant to the Public Works Director
Jim Jarboe,City Manager
Alan C. Jensen, City Attorney
I
CONTRACT
BETWEEN
THE CITY OF ATLANTIC BEACH, FLORIDA
AND
THE JACKSONVILLE ELECTRIC AUTHORITY, FLORIDA
THIS CONTRACT made this day of , 1997,by and
between the CITY OF ATLANTIC BEACH and THE JACKSONVILLE El.FCTRIC
AUTHORITY, all of the State of Florida;
WITNESSETH:
WHEREAS,the parties hereto share a common need for additional sewage
treatment and disposal facilities to serve their existing and projected populations; and
WHEREAS,the parties have determined that the most practical, economical and
efficient method of providing sewage treatment and disposal facilities for the service areas
described herein is to plan and provide for such facilities; and
NOW THEREFORE,in consideration of the mutual covenants and agreements
herein contained, it is agreed by the parties as follows:
September 19, 1997 Page No. 1
ARTICLE 1
DEFINITIONS
As used herein,the following terms shall have the following meanings unless the
context clearly requires otherwise. All terms which denote the singular number shall'include the
plural number and vice-versa, and all terms which denote persons shaltihidliide natural persons,
firms, associations, corporations and public bodies. Alfr
"Atlantic Beach" shall mean the City of Atlantic Beach, Florida, a municipal
corporation.
"Collection System" shall mean the sewer systems whichdischarge sewage into
the separate treatment systems owned or maintained by the separate Municipalities or private
utility companies,consisting of collection sewers, internal local pumping stations, and other
facilities used in the collection and transmission'of sewage to the treatment facility at the
Connection Point, all as described in Exhibit A attached hereto.
"Connection Point" shall meanthe location at which the pumping facilities and
transmission force main within the Jacksonville Electric Authority's collection system is to be
connected to the collection system of the City of Atlantic Beach.
"Connection Fee"shall mean the charge for providing and approving connections
to the'Municipal sewer system,and shall include any Impact Fee,Downstream Pollution Fee,or
other costs or fees necessary for connection to the collection system of the City of Atlantic
Beach,based onestimated impact and future costs for sewage collection,transmission and
treatment for the City of Atlantic Beach, and as further defined in the Atlantic Beach Code of
Ordinances,Chapter 22.
September 19, 1997 Page No. 2
"Consulting Engineer" shall mean, in respect of any Municipality, an engineer or
engineering firm having experience and of favorable repute in the field of sanitary engineering
and hired by the Municipality with whom the engineer consults.
"Construction Plan" shall mean the time schedule required to construct the
Project as provided for in Exhibit A.
"FDEP" shall mean the Florida Department of Environmental Protection of the
State of Florida or-its successor.
"Domestic Sewage" shall mean the normal water-carried household and toilet
waste from residences, commercial establishments, institutions, industries, government or
military facilities, and other users of the Collection System.
"Downstream Pollution Fee"shall mean the fee for,providing facilities for new
construction and capacity increases for growth for any connection to the Atlantic Beach
Collection system. This shall be the same meaning as for"Impact Fee".
"Duval County" shall mean Duval County, Florida, a political subdivision of the
State.
"EPA'shall mean the United States Environmental Protection Agency or its
successor.
"Final Net Project Cost Estimate"or"Project Costs"shall mean the costs referred
to in Sections 3.01,3.03 and 4.02 hereof.
"Force Main" shall mean the pressurized pipe used to transmit Sewage from the
pumping facility to a Connection Point in a portion of another Collection System.
"Impact Fee" shall mean the fee for providing facilities for new construction and
September 19, 1997 Page No. 3
capacity increases for growth for any connection to the Atlantic Beach Collection system. This
shall be the same meaning as for"Downstream Pollution Fee".
"Industrial Waste" shall mean any water-carried solid, liquid, or gaseous
substance ejected, escaping, or discharged in the source of any industrial, manufacturing, trade,
or business process or in the course of the development, recovery, or processing of natural
resources, as distinct from Domestic Sewage. Industrial waste shall be subject to pretreatment
requirements to preclude upsets at the City of Atlantic Beach's Wastewater Treatment Plant.
"Jacksonville" shall mean the City of Jacksonville,Florida, a municipal
corporation.
"Jacksonville Electric Authority" shall mean the independent authority in charge
of operating and maintaining electric, water and sanitary sewer systems within the City of
Jacksonville.
"Metering Station"shall mean a facility for the accurate measurement of the
volume of sewage flow from the Municipalities pumping facilities. In accordance with sound
engineering principles, Metering Stations will be located at the pumping station discharging
from one Municipality to another Municipality.
"Monthly Billing for Sewer" shall mean the charges for collection, treatment and
disposal of Sewage, based on the Atlantic Beach Code of Ordinances applicable for sewer usage,
at the applicable monthly rate based either on water usage or on actual measured sewage at a
Metering Station discharged into the Collection System. These charges are in addition to any
........................................
Connection Fees as described above.
"Operating Expenses" shall mean the total of the costs and expenses of operating
September 19, 1997 Page No. 4
the pumping facilities,Collection system, and Connection Pont, necessarily incurred in
connection with the operations, administration and maintenance of such facilities and properly
chargeable thereto under generally accepted accounting principles applied on a consistent basis.
Without limiting the generality of the foregoing, such costs and expenses shall include: salaries
and wages of operating and supervisory personnel, chemicals, power, taxes, insurance
premiums, supplies and fees and expenses for engineering; legal and accounting services.
"Party" or"Parties"shall mean the City of Atlantic Beach and the Jacksonville
Electric Authority.
"Project" shall mean the planning, design, financing, and construction of the
transmission force main as part of the Collection System in accordance with plans and
AP"-
specifications prepared by the Jacksonville Electric Authors and its`Consulting Engineer.
"Pumping Facility"*nit inean thephysical collection of pumps, motors,controls
and other appurtenances used to collect Sewage from a gravity fed sewer main and transmit the
Sewage under pressure into a Force Main leading to another portion of a Collection System.
"Sewage" shall mean either Domestic Sewage and/or Industrial Waste.
"State" shall mean the State of Florida.
"Treatment Capacity" shall mean the physical capacity of the Wastewater
Treatment Plant reserved to treat the sewage collected within the Village of Mayport and the
United States Coast,(`ward facility,and transmitted to the City of Atlantic Beach for treatment.
September 19, 1997 Page No. 5
ARTICLE II
GENERAL CONTRACT
Section 2.01 Scope and Purpose of Contract. It is the intent of this Contract to
provide an efficient, environmentally sound means of planning, designing, constructing and
operating the Sewage Force Main from a Pumping Facility constructed within the corporate
limits of the City of Jacksonville to connect to a portion of the Collection System of the City of
Atlantic Beach for-eventual treatment in the Atlantic Beach Wastewater Treatment Plant on
Wonderwood Drive.
Section 2.02 Authorizations. Each Party represents and warrants that it has duly
authorized the execution and delivery of this Contract by all necessary legal action and agrees to
take all further action reasonably required of it hereunder in a timely manner to the end that the
design, construction, financing and operation of the Sewage Force Main may be accomplished
expeditiously.
Section 2.03 Cooperation. The Parties,jointly and separately, agree to take
every reasonable step to assist each other in obtaining permits, access, and other necessary items
as may be needed from time to time in the design, construction and operation of the Sewage
Force Main, and for costs incurred in the treatment and effluent disposal of the domestic sewage
transmitted from the Jacksonville Electric Authority to Atlantic Beach.
September 19, 1997 Page No. 6
ARTICLE III
SEWAGE FORCE MAIN DESIGN
3.01 Plans, and Specifications. The Project plans and specifications shall be
prepared by the Jacksonville Electric Authority and its Consulting Engineer. All associated
costs shall be paid for by the Jacksonville Electric Authority.
3.02 Review by Atlantic Beach. The City of Atlantic Beach shall provide all
necessary review and comments to aid in the design of the Project plans and specifications.
3.03 Permits. All required permits, and associated permit application fees, for
State and local agencies shall be obtained by the Jacksonville Electric Authority.
3.04 Treatment Capacity. The Jacksonville Electric Authority shall provide
information to the City of Atlantic Beach as to the expected sewage flows to be received and
treated. Any expansion of the Buccaneer Wastewater Treatment Plant shall be designed and
constructed by the City of Atlantic Beach in consideration of the expected sewage flows as
described below. The actual capacity of the Wastewater Treatment Plant used to treat the (;\i
sewage collected within the Village of Mayport and the United States Coast Guard facility, and
transmitted to the City of Atlantic Beach for treatment, shall be based on the total of the metered{
flows as included in the monthly certifications. Any flow exceeding the rates given below shall
be grounds for the City of Atlantic Beach to invoke necessary charges to cover additional
expansion costs, and other costs as described in the City of Atlantic Beach Code of Ordinances,
uP
Chapter 22. 6
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September 19, 1997 Pae No. 7 1\IJ
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The maximum flow rates agreed to by both parties to be transmitted and received are as follows:
3.04.01 Average Daily Flow 113,000 gallons per da):3
3.04.02 Maximum Daily Flow 200,000 gallons per day
3.04.03 Average Lift Station Pumping Rate 600 gallons,per minute
3.04.04 Maximum Lift Station Pumping Rate 900 gallons per minute
3.05 Industrial Pretreatment. Any user generating Industrial Waste within the
service area will have an approved Industrial Pretreatment Program in place prior to connecting
to the Collection System. The program shall conform to the requirements as included in Exhibit
B, attached hereto. A complete listing of all users who generate Industrial Waste will be
provided to the City of Atlantic Beach prior to connecting to the Collection System.
September 19, 1997 Page No. 8
ARTICLE IV
CONSTRUCTION OF SEWAGE FORCE MAIN
Section 4.01 Location of Sewage Force Main. The Sewage Force Main shall be
constructed within the Right-of-Way of State Road AlA, leading from the Village of Mayport to
Wonderwood Drive. The location shall be as shown on the approved Construction Plans. (7
Section 4.02 Construction. Subject to the provisions of other Articles within
this Contract, the Sewage Force Main shall be constructed in accordance with the approved and
'permitted plans and specifications, the construction contracts,and all legal requirements, to be
completed and placed in operation for the benefit of the Municipalities as expeditiously as
possible. Each Party hereby grants to the Municipalities,their contractors, subcontractors,
agents, and other representatives, and their successors and assigns,all easements, rights-of-way
and other rights necessary and desirable, in, along, over and under streets, roads, lanes, courts,
public squares, alleys, and highways within its corporate area, in, along, over and under which
the Sewage Force Main shall be constructed,together with free ingress, egress, and regress
therein and thereto,for the purpose of constructing, replacing, repairing, altering, maintaining,
and operating the Sewage Force Main. The Municipalities'shall repair or restore or cause their
contractors to repair or restore such streets, roads, lanes, courts, public squares, alleys, and
highways in accordance with the standards of the parties, the Construction Plans and
Specifications, and the Florida Department of Transportation with respect to repair or restoration
of comparably constructed State highways, and shall repair or restore other areas within the
Project area to as close to their original condition as possible. All associated construction costs
shall be paid for by the Jacksonville Electric Authority.
September 19, 1997 Page No. 9
Section 4.03 Connection Point. The Parties hereby approve the location of the
Connection Point as shown on Exhibit A attached hereto. The cost of repairing, maintaining and
replacing the pipes, fittings, asphalt, concrete, or other materials at the connection point shall be
the responsibility of the Jacksonville Electric Authority.
Section 4.04 General Right of Inspection. Each Party agrees that as to any
facilities constructed under this Contract, the other Party and their agents or representatives, at
their sole expense,-shall be permitted at all reasonable times and from time to time during
construction and thereafter, to inspect, observe, examine and make tests regarding all aspects of
construction, including all records of construction, operation and maintenance, of such facilities.
September 19, 1997 Page No. 10
ARTICLE V
OPERATIONAL COSTS
Section 5.01 Impact Charges. The normal Impact Charges for connection to the
City of Atlantic Beach sanitary sewer system, as provided in the the City of Atlantic Beach
Codes of Ordinances, Chapter 22,Utilities, are to be applied to each residential or commercial
user connected to the collection system leading to sewage dischar•- into the sewa_e force main /�
of the city Atlantic Beach. TT '.� ,,,,4j
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Section 5.02 Seer Rates. The normal Sewer Rates for discharging raw sewage
for treatment to the City of Atlantic Beach sanitary sewer system as provided in the Codes of
ef
Ordinances are to be collected from the Jacksonville Electric Authority,based on the metered
amount of potable water to each user contributing sewage to the new force main. For
connections to the sewage collection system which are not on normal metering, special metering
as necessary shall be provided by the Jacksonville Electric Authority to properly account for all �'
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sewage flow being collected and treated by the City of Atlantic Beach.
Section 5.03 Billing Methods. The Jacksonville Electric Authority shall submit x
certified statements with all water usage shown which contributes to sewage flow being v)` A
collected and treated in the City of All ntic Beach, as provided in the Codes of Ordinances
the City of Atlantic Beach.
Section 5.04 New Connections to the Collection System Within the Village of
Mayport. The Jacksonville Electric Authority shall notify the City of Atlantic Beach with all
necessary information concerning new customers,connected to any Collection System leading to
any City of Jacksonville or other lift station connected to the new force main, with all water are( 63 //%
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September 19, 1997 Page No. 11
usage shown, which contributes to sewage flow being collected and treated in the City of
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Atlantic Beach, as provided in the Code of Ordinances of the City of Atlantic Beach. Such
notification will occur at least five (5) working days prior to the connection. A list of all new
connections and well permits shall be included with each month's statement, and the method of
metering the new sewage flows. Aitmeters shall be manufactured by Sensus Technologies, Inc.,
and be available for verification of readings by City of Atlantic Beach water distribution
personnel.
Section 5.05 Certified Statements of Water Usage to Develop Sewage Flows.
The Jacksonville Electric Authority shall provide to the City of Atlantic Beach all necessary
information as to the actual potable and other water usage within the area of the collection
system of the Village of Mayport and the United States Coast Guard facility. This certified
amount will be the basis for sewage flows generated and transmitted to the City of Atlantic
Beach for eventual treatment. The certification shall include, but not be limited to, the following
information to accompany each month's billing:
5.05.01 Average Water Daily Flow gallons per day
5.05.02 Maximum Water Daily Flow gallons per day
5.05.03 Average Lift Station Pumping Rate gallons per minute
5.05.04 Maximum Lift Station Pumping Rate gallons per minute
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September 19, 1997 Page No. 12 rye« 6atil J
ARTICLE VI
Lt/J
MISCELLANEOUS PROVISIONS .7 .
Section 6.01 Insurance. Each of the parties shall maintain general liability
insurance covering the construction and operation of the new force main, which shall be written
in such amounts, have such named insured, cover such risks and contain such other terms as
shall be recommended by their respective insurance agents and in accordance with any
applicable indentures and leases. Each of the parties shall also maintain fire and extended
coverage insurance against loss or damage to the physical structures and other sewer facilities
normally included in such policies, in such amounts as shall be recommended by their respective
insurance agents.
Section 6.02 Fines. If any fines or other monetary penalties are imposed upon the
parties based upon their ownership and operation of the Collection System as a result of a
violation of this Contract by any other party,including the parties as operators of their collection
systems, such other party shall indemnify and reimburse the Municipalities for the amount
therefor and any costs, including reasonable attorney's fees, related thereto, provided that the
parties of this Contract shall have notified such other party immediately upon learning of any
investigation or proceeding which might result in such fines or penalties and allowed such other
party to join in the defense thereof at its cost and expense.
In addition, any fines or other monetary penalties imposed upon the parties in
their operation of the Collection System not as a result of any violation of the Contract by any
party shall be deemed an operating expense of the Collection System payable as an additional
service charge.
September 19, 1997 Page No. 13
Section 6.03 Force Majeure. The performance by the parties of this Contract is
subject to Force Majeure and is contingent upon strikes, accidents, acts of God, flood,
regulations or restrictions imposed by any government agency, breakdowns of the Collection
System, or other delays beyond the parties control, provided, however that nothing in this
Section shall be deemed or construed to supercede or suspend payment obligations hereunder.
Section 6.04 Severability. Should any provision hereof for any reason be held
illegal or invalid, no other provision of this Contract shall be affected; and this Contract shall
then be construed and enforced as if such illegal or invalid provision had not been contained
herein.
Section 6.05 Headings. The headings in this Contract are solely for convenience
and shall have no effect on the legal interpretation of any provision hereof.
Section 6.06 Waiver. The failure of any party to insist upon strict performance of
this Contract or of any of the terms or conditions hereof shall not be construed as a waiver of any
of its rights hereunder.
Section 6.07 Counterparts. This Contract may be executed in any number of
counterparts, each of which shall be regarded for all purposes as an original, but such
counterparts shall together constitute but one and the same instrument.
Section 6.08 Notice. Each notice when required hereunder shall be deemed to
have been given when mailed by U.S. Postal Service certified mail, postage prepaid; addressed
as follows:
..........
a. City of Atlantic Beach, 800 Seminole Road, Atlantic Beach, FL 32233,
Attention: City Manager
September 19, 1997 Page No. 14
b. Jacksonville Electric Authority, 21 West Church Street, Jacksonville, FL
32202-3139
Attention: Executive Vice-President, Water and Sewer Business Unit
Section 6.09 Attachments and Exhibits. All exhibits, attachments, appendices
and schedules which may, from time to time, be referred to in any duly executed amendment
hereto are by such-reference incorporated herein and shall be deemed a part of this contract as
fully as if set forth herein. The Exhibits attached hereto to the extent not completed at the time
of execution hereof, shall confirm substantially to the description thereof contained on each
Exhibit page and may be supplied by the parties.
Section 6.10 Rights and Obligations Not Transferrable. Except as provided in
this Contract,the rights and obligations of the parties hereunder are not assignable and may not
be transferred without the prior written consent of the other party hereto, which will not be
unreasonably withheld.
Section 6.11 Effective Date of Contract. This Contract shall become effective
after the enactment of appropriate enabling ordinances by the parties authorizing its execution
by appropriate officials of said parties after due execution hereof by all the parties.
Section 6.12 Term. The term of this Contract shall be from the effective date
referred to above and continuing for a period not less than the useful life of the Collection
System and any additions, alterations or modifications thereto.
Section 6.13 Amendments. The parties agree to negotiate in good faith such
amendments to this Contract or additional Contracts or Agreements as may be necessary to
September 19, 1997 Page No. 15
provide for capital improvements to the Collection System required to maintain adequate
service. Any such amendments shall be made in accordance with the provisions of Chapter 163,
part I, Florida Statutes, and of this Contract.
Section 6.14 Governing Law. This Contract shall be governed in all respects by
the laws of the State of Florida.
IN WITNESS WHEREOF, the parties hereto have caused this Contract to be
executed under their respective seals by their officers hereunto duly authorized as of the date
first written above.
JACKSONVILLE ELECTRIC AUTHORITY
Attest: By:
Clerk James M. Chansler, P.E.
Executive Vice President,
Water and Sewer Business Unit
By:
Attorney Project Manager
CITY OF' ATLANTIC BEACH
Attest: By:
City Clerk Mayor
By:
City Attorney City Manager
September 19, 1997 Page No. 16
EXHIBIT A
Exhibit A is the plans as prepared by the Jacksonville Electric Authority for the
construction of the new force main on State Road AlA, and connecting to an existing force main
of the City of Atlantic Beach in Wonderwood Drive, and shows sufficient detail to describe all
necessary construction aspects. The plans are on file with the office of the City Clerk of the City
of Atlantic Beach, and at the offices of the Jacksonville Electric Authority.
September 19, 1997 Page No. 17
EXHIBIT B
Exhibit B is the Industrial Pretreatment requirements as prepared by the Jacksonville
Electric Authority for the regulation of sewage into a Publicly Owned Treatment Plant(POTW)
or other Collection System eventually connecting to the Wastewater Treatment Plant of the City
of Atlantic Beach. Industrial Waste shall be subject to pretreatment requirements to preclude
upsets at the City of Atlantic Beach's Wastewater Treatment Plant. The provisions contained
therein are acceptable to the City of Atlantic Beach, and shall be enforced by the Jacksonville
Electric Authority.
The document is titled:
JACKSONVILLE ELECTRIC AUTHORITY
WATER& WASTEWA TER TREATMENT GROUP
INDUSTRIAL PRETREATMENT
JACKSONVILLE,FLORIDA
•
September 19, 1997 Page No. 18
JACKSONVILLE ELECTRIC AUTHORITY
WATER & WASTEWATER TREATMENT GROUP
INDUSTRIAL PRETREATMENT
JACKSONVILLE, FLORIDA
PRETREATMENT PROHIBITIONS AND STANDARDS REGULATING
DISCHARGES TO THE SANITARY SEWER SYSTEM
No person shall introduce into the POTW any of the following pollutants which,
acting alone or in conjunction with other substances present in the POTW,
interfere with the operation of the POTW:
1) Liquids, solids or gases which by reason of their nature or quantity,
are or may be sufficient either alone or by interaction with other
substances to cause fire or explosion or be injurious in any other way
to the POTW or the operation of the POTW. At no time shall two
successive readings on an explosion hazard meter at the point of
discharge into the system or at any point in the system be more than
five percent of the lower explosive limit of the meter nor shall a
single reading be over ten percent of the lower explosive limit of the
meter. Prohibited materials include gasoline, kerosene, naphtha,
benzene, toluene, xylene, ethers, alcohols, ketones, aldehydes,
peroxides, chlorates, perchlorates, bromates, carbides, hydrides and
sulfides and any other substance which the City, the State or the EPA
has notified the User is a fire hazard or a hazard to the system.
[Pollutants which create a fire or explosive hazard in the POTW,
including, but not limited to, waste streams with a closed-cup
flashpoint of less than 140 degrees Fahrenheit (60 degrees Centigrade)
using the test methods specified in 40 CFR 261.21. ]
2) Pollutants which cause corrosive structural damage to the POTW, but in
no case discharges with a pH lower than 5.5 or higher than 9.5 Standard
Units.
3) Solid or viscous pollutants in amounts which cause obstruction to the
flow of the sewers or other interference with the operation of or which
cause injury to the POTW, including waxy or other materials which tend
to coat and clog a sewer line or other appurtenances thereto.
4) A pollutant, including oxygen-demanding pollutants, released in a
discharge of such volume or strength as to cause interference with the
POTW. In no case shall a peak discharge have a rate that exceeds two
and one-half times the average concentration or flow during normal
operation.
5) Heat in amounts which will inhibit biological activity in the POTW
resulting in interference, but in no case, heat in such quantities that
the temperature at the treatment works influent exceeds 104 degrees
Fahrenheit (40 degrees Centigrade) . Unless a higher temperature is
allowed in the Users wastewater discharge❑ permit, no User shall
discharge into a sewer line or other appurtenance of the POTW
wastewater with a temperature exceeding 150 degrees Fahrenheit (65.5
degrees Centigrade) .
Page 2
Prohibitions/Limits
6) Wastewater containing toxic pollutants in sufficient quantity, either
singly or by interaction with other pollutants, to injure or interfere
with a wastewater treatment process, constitute a hazard to humans or
animals, create a toxic effect in the receiving water of the POTW or
exceed the limitations set forth in a categorical pretreatment
standard. A toxic pollutant shall include a pollutant identified
pursuant to Section 307 (a) of the Clean Water Act.
7) Water or waste containing fats, wax, grease or oils, whether or not
emulsified, in excess of 100 parts per million by weight, which may
solidify or become viscous at temperatures between 40 and 150 degrees
Fahrenheit.
8) Storm water, surface water, groundwater, roof run-off, subsurface
drainage, uncontaminated cooling water or unpolluted industrial process
waters; provided that this water may be discharged into approved storm
sewers, but not into sanitary sewers.
9) A noxious or malodorous gas or substance capable of creating a public
nuisance or hazard to life, or preventing the entry of persons into the
POTW for maintenance, inspection and repair.
10) Water containing quantities of radioactive waste or isotopes in excess
of applicable Federal or State regulations or permits issued by Federal
or State Agencies.
11) Concentrated dye wastes, spent tanning solutions or other wastes which
are highly colored, or wastes which are of unusual volume,
concentration of solids or composition, that may create obstruction to
the flow in sewers, or other interference with the POTW.
12) Waters or wastes containing phenols or other taste or odor-producing
substances, in such concentrations exceeding limits established by the
Manager as necessary after treatment of the composite sewage to meet
requirements of Federal, State or other public agencies having
jurisdiction for the discharge to the receiving waters.
13) Garbage that is not properly shredded garbage. The installation and
operation of a garbage grinder equipped with a motor of three-fourths
of a horsepower (seventy-six hundredths horse power metric) or greater
shall be subject to the review and approval of the Manager.
- . Page 3
Prohibitions/Limits
The following pretreatment standards have been established to protect against
pass through and interference. No person shall discharge wastewater in excess
of these pollutants. These standards apply at the point where the Users
wastewater is discharged to the POTW. Pretreatment standards may differ for
Users that are identified as "Categorical" .
Pollutant Minimum Maximum
Cadmium 1.20 mg/1
Chromium 10.00 mg/1
Copper 3.38 mg/1
Cyanide 3.38 mg/1
Lead 1.90 mg/1
Mercury 0.006 mg/1
Nickel 3.98 mg/1
Silver 0. 43 mg/1
Zinc 2. 61 mg/1
Oil/Grease 100 mg/1
pH 5.5 S.U. 9.5 S.U.
Chemical Oxygen Demand (COD) and Total Suspended Solids (TSS) are regulated as
a sewer surcharge. The standard for COD is 600 mg/1 and the standard for TSS
is 300 mg/1.
ending May 31 of the current year, as determined by the Bureau of
Statistics, United States Departurent. of_Labor. . . Provided,
however, that at least 'sixty days prior to any CPI or annual rate
adjustment, the Finance Committee shall advertise and hold a •
public hearing on the proposed annual rate adjustment . The first
item of. the agenda for such public hearing shall be a
presentation by the Public Utilities Department of- the prior
year' s revenues generated, expenses incurred and the status of
the reserve balances . . , --
Ord. 75-923-481, s . 3 ; Ord. 75-1189-690, s . 2 ; Ord. 79-347-156,
s . 1; Ord. 80-857-708, s . 5 ; Ord. 81-924-393 , s . 6; Ord. 83-591-
400, s. - 1; Ord. 88-290-140, s. 1; Ord. 90-157-89, s . 2; Ord. 91-
1128-466, s. 8 ; Ord. 93-138-148, s . 42 ; Ord. 94-903-552, s . 48 .
Note. --Former s . 612 . 604 . --
750 . 605 Sewer surcharge. In all cases where the character of the
sewage, waters or waste from a manufacturing or industrial plant,
business or commercial location, building or premises has a
chemical oxygen demand of more than six hundred (600) parts per
million by weight or contains more than three hundred (300) parts
per million by weight of suspended solids, or both, and the
sewage, waters or- waste are accepted into the sewage system for
treatment, the discharger shall pay to the city a rate, fee or
charge, desinated as a surcharge . Surcharge shall be in addition
to any sewer service charge which might be based upon the
customer' s premises as set forth in this ChapteY. The Director
reserves the right to deny any discharger treatment capacity
based on his determination that additional organic loading above
600/ppm COD, 300/ppm suspended solids or additional hydraulic
load,. or any combination of the above, will hamper or reduce the
effective operations of the treatment facility.
The surcharge shall consist of an amount calculated
•
according to the following formula:
S = Vs x {$0 . 000577 (COD - 600) + $0 . 000705 (SS - 300) }
Where :
S = surcharge in dollars;
Vs = sewage volume in hundred cubic feet;
$0 . 000577 = unit charge factor for COD based on 9 .25 cents per
pound of COD;
COD = chemical oxygen demand strength index in parts per
million by weight;
600 = allowable COD strength under normal volume charges
in parts per million by weight;
• $0 . 000705 = unit charge factor for suspended solids based upon . .
11.3 cents per pound of suspended solids; and
68
-•1
SS = suspended solids _strength index.
The amount of the surcharge for the use of the city' s sewerage
system shall be separately stated as a part of the total sewer
service charge for the billing period and shall be payable,
collectible and enforceable in the manner provided for sewer
service charges . Unless otherwise recuired by the Director for
compliance with local, State and federal law or regulations, each
customer to which this surcharge applies shall submit, on a
monthly basis, a laboratory analysis of such scope as to permit
the Department to render an accurate billing of this charge as
provided herein.
Each sewer customer to which this surcharge could apply that does
not submit a laboratory analysis shall be charged a sewer
surcharge based upon the average surcharge factors of- other
customers who have the same property use code as assigned by the
Duval County Property Appraiser' s Office or based upon factors
assigned by the Director until reporting of actual surcharge
factors are provided by the sewer customer.
Ord. 75-923-481, s . 4 ; Ord. 76-430-228, s . 1; Ord. 80-857-708 , s .
6; Ord. 81-924-393 , s . 7; Ord. 83 -591-400, s•. 1; Ord. 91-1128-
466, s . 9; Ord. 93-138-148 . s . 43 ; Ord. 94-903-552, S . 49 .
r s
Note. --Forme
_ 6612 . 605 ._
750 . 606 Scavenger waste charges.
(a) Scavencer wastes, as described in s . 750 . 305, may be
disposed of at a city sewage treatment plant after approval of
the Director and prior payment of a charge of three dollars and
forty-seven cents ($3 .47) for fiscal year 1992/93 , three dollars
and seventy-five cents ($3 . 75) for fiscal year 1993/94, four
dollars and four cents ($4 . 04) for fiscal year 1994/95, four •
dollars and twenty-eight cents ($4 .28) for fiscal year 1995/96 or
four dollars and forty-nine cents ($4 .49) for fiscal year 1996/97
for each one hundred gallons of waste based on the full capacity
of each vehicle for each discharge . There shall be a minimum fee
of thirty dollars for each discharge.
(b) Effective October 1, 1997, and the first date of each
fiscal year thereafter, the .rates in this section shall be
adjusted by a factor equal to seventy percent (7M _of the change
in the Consumer Price Index for all consumers for the twelve (12)
months ending May 31 of the current year, as determined by the
Bureau of Statistics, United States Department of Labor.
Provided, however, that at least sixty days prior to any CP1 or
annual rate adjustment, the Finance Committee shall advertise and
hold a public hearing on the proposed annual rate adjustment .
69 -
BID ANALYSIS FOR LINING SANITARY SEWERS NEAR LIFT STATION"A"-BID OPENING 9/3/97
BID PACKAGE GRINER'S PIPELINE SERVICES IINSITUFORM TECHNOLOGIES
1
BID ITEM EST.QTY. UNIT UNIT PR. TOT.PR. UNIT PR. TOT.PR.
BASE BID
1.INSTALL LINING IN EXISTING SANITARY SEWER PIPE
A.12" 700 LF $38.00 $26,600.00 $55.00 $38,500.00
2.RECONNECT EXISTING SERVICES IN LINING
A.4"OR 6"IN 12"PIPE 2 EA $75.00 $150.00 $150.00 $300.00
3.INSTALL MANHOLE LINER IN EXISTING MANHOLE
A.6'TO 8'DEEP 2 EA $2,992.00 $5,984.00 $2,300.00 $4,600.00
B.8'TO 10'DEEP 1 EA $3,575.00 $3,575.00 $2,700.00 $2,700.00
4.SITEWORK 1 LS $10.00 $3,000.00
SUBTOTAL $36,319.00 $49,100.00
Contingency-10%of Base Bid $3,631.90 $4,910.00
Total Base Bid $39,950.90 $54,010.00
ADDITIVE ALTERNATE"A"BID ITEMS
A-1.INSTALL LINING IN EXISTING SANITARY SEWER PIPE
A.8" 635 LF $28.00 $17,780.00 $44.00 $27,940.00
A-2.RECONNECT EXISTING SERVICES IN LINING
A.4"OR 6"IN 12"PIPE 12 EA $75.00 $900.00 $150.00 $1,800.00
A-3.INSTALL MANHOLE LINER IN EXISTING MANHOLE
A.6'TO 8'DEEP 2 EA $2,992.00 $5,984.00 $2,300.00 $4,600.00
A-4.SITEWORK 1 LS $10.00 $1,000.00
SUBTOTAL $24,674.00 $35,340.00
Contingency-10%of Additive Alternate"A"Bid $2,467.40 $3,534.00
Total Additive Alternate"A"Bid $27,141.40 $38,874.00
ADDITIVE ALTERNATE"B"BID ITEMS
B-1.INSTALL LINING IN EXISTING WETWELL AT THE
COURTYARDS LIFT STATION,COMPLETE 1 LS $19,690.00 $32,780.00
B-2.SITEWORK 1 LS $2,200.00 $500.00
SUBTOTAL $21,890.00 $33,280.00
Contingency-10%of Additive Alternate"B"Bid $2,189.00 $3,328.00
Total Additive Alternate"B"Bid $24,079.00 $36,608.00
RECAPITULATION OF BIDS
TOTAL BASE BID $39,950.90 $54,010.00
TOTAL ADDITIVE ALTERNATE'A"BID $27,141.40 $38,874.00
TOTAL ADDITIVE ALTERNATE"B"BID $24,079.00 $36,608.00
BASE BID WITH ADDITIVE ALTERNATE"A"BID $67,092.30 $92,884.00
BASE BID WITH ADDITIVE ALTERNATE"B"BID $64,029.90 $90,618.00
BASE BID WITH ADDITIVE ALTERNATES'A"AND"B"BIDS $91,171.30 $129,492.00
Deliverables Required at Bid Opening
A. Triplicate Proposal Forms YES YES
B. Bid Bond YES YES
C. Insurance Certificates YES YES
D.Three(3)References YES YES
E. Proof of Contractor's License YES YES
F. Document Requirements Checklist YES YES
Average Bid-Base Bid $46,980.45
High Bid-Base Bid $54,010.00
Low Bid-Base BId $39,950.90
Average Bid-Aditive Alternate"A" $33,007.70
High Bid-Additive Alternate"A" $38,874.00
Low BId-Additive Alternate"A" $27,141.40
Average Bid-Additive Alternate"B" $30,343.50
High Bid-Additive Alternate"B" $36,608.00
Low Bld-Additive Alternate"B" $24,079.00
Bid Analysis By:
9/447
Robert S.Kosoy,P.E.
Director of Public Works