HomeMy WebLinkAboutIII (B) Approval and Authorization to Extend the Existing Contract with PSI to extend the Monitoring Program for Forest Lake Golf Course Load Test Study to Sept. 1996 for a NTE additional amount of $2,000, also, to Conduct Hydrogeologic Services AGENDA 2-6-96
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<>..) JAMES
or000W.SHIRA,P.E.
CITY ENGINEER/UTILITIES DIRECTOR
150 N.LAKESHORE DRIVE•OCOEE,FLORIDA 34761
PHONE(407)656-2322 EXT.142•FAX(407)656-7835
MEMORANDUM
DATE: January 15, 1996
TO: The Honorable Mayor and B . v of City Commissioners
FROM: James W. Shira, P.E. �
a
City Engineer/Utilities Director
SUBJECT: Hydrogeologic Evaluation
On March 7, 1995, the City Commission authorized PSI, a geotechnical consulting firm, to perform a
hydrogeologic evaluation of the wastewater plant site and the golf course. The purpose of the
evaluation was to determine the effluent disposal capacity of these two sites. This data was to be
submitted to FDEP in support of our wastewater treatment plant operating permit application.
Because of the heavy rainfall we have experienced, the data collected to date does not provide an
accurate assessment of the effluent disposal capacity of these sites under average rainfall conditions.
FDEP has requested that we extend the study period until fall of 1996, so that we can get a more
accurate data set. In addition, we believe that additional work is needed to determine the total effluent
disposal capacity of the plant site. This additional work will provide data that will allow us to model
several potential modifications to the current pond configuration. We will use the data to examine
what effect there would be on effluent disposal capacity by expanding the existing ponds, and by the
addition of new ponds.
Without this additional information, we will limit our ability to argue successfully for an increased
effluent disposal capacity rating at the plant and golf course sites. We need to maximize these sites
since they are already owned by the utility and are therefore the most cost effective locations for
effluent disposal.
PSI has submitted two proposals, copies of which are attached for your review. The first, dated
January 5, 1996 is for work at the golf course. Their fee for this work is $2,000.00. The second
proposal is dated January 8, 1996 and is for work at the plant site. The fee for this work is $5,065.00.
This fee is higher due to the need for more groundwater monitoring wells and the extensive modeling
that will be required to determine optimum pond sizes and locations.
I recommend that the City Commission authorize PSI to proceed with the work outlined in their
proposal dated January 5, 1996 for a not-to-exceed fee of $2,000.00., and also to proceed with the
work outlined in their proposal dated January 8, 1996 for a not-to-exceed fee of$5,065.00.
7 Attachments
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THE PRIDE OF WEST ORANGE
Environmental
Geotechnical
Construction
Consulting • Engineering • Testing
January 5, 1996
TO: City of Ocoee
150 North Lakeshore Drive
Ocoee, FL 32761
Attention: Mr. Jim Shira, P.E.,
City Engineer/utilities Director
SUBJECT: Proposal, Continuation of Load Test and Evaluation of Additional Data, Forest
Lake Golf Course, Ocoee, Florida
Dear Mr. Shira,
As we discussed during our recent meeting concerning the Forest Lake Golf Course load test
study, we are recommending that the monitoring program be extended to approximately
September 1996. This extended monitoring time will require additional engineering services
above what was originally proposed. Additional services associated with this extension to the
monitoring program include continued review of monitoring sheets submitted by the golf course
operator, reduction of collected data, detailed evaluation of the collected data, and time for
various meetings with the City and FDEP. For the purpose of this proposal we have estimated
2 meetings with the City and 1 meeting with FDEP.
At this time we are estimating that our scope of additional services associated with this extension
will require additional fees in the amount of $2,000.00.
We appreciate the opportunity to be of continued service on this project and we trust that this
letter meets with your approval. If you have any questions concerning this letter please feel free
to contact us.
Sincerely,
PSI
c0C-CA
ipx/t`+1Dan Fulford, P.E. N' olas ESr. Vice Pres/Chief Engineer 'ydrogeot
PSI•1675 Lee Road•Winter Park,FL 32789•Phone 407/645-5560•Fax 407/645-1320
.
i1 t+/ Environa._:ntal -- I II
�I Geotechnical ��
Construction C
Consulting • Engineering • Testing :I I I 6 l',-;to
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IJ
January 8, 1996
TO: City of Ocoee
150 North Lakeshore Drive
Ocoee, FL 32761
Attention: Mr. Jim Shim, P.E.,
City Engineer/Utilities Director
SUBJECT: Proposal, Additional Investigation
Groundwater Modelling and Permitting of Effluent Disposal
Expansion Areas at the A.D. Mims WWTP, City of Ocoee, Florida
Dear Mr. Shim:
In accordance with your request, PSI is pleased to submit for your review the following proposal
to conduct hydrogeologic services at the A.D. Mims Treatment Plant. The purpose of this
additional work as outlined herein is to conduct soil borings, measure groundwater levels, model
additional ponds and prepare permit level report for effluent disposal expansion at specific areas
within the City owned property located adjacent to the existing effluent disposal system.
'To investigate the potential !expansion areas and to conduct the necessary groundwater flow
modelling for the new efflue' t disposal areas, we have developed the following scope of work.
The scope of this work will b� sufficient to develop a hydrogeologic report suitable for submittal
to the FDEP for permitting. The scope of our work will be divided into two (2) tasks.
TASK 1 FIELD INVESTIGATION
For the purpose of a proper characterization and groundwater measurements we recommend
propose the following investigations and testing at the potential expansion site(s).
1. Drill a series of manual auger borings in selected areas identified for possible expansion
of the disposal system and install shallow groundwater level piezometers. We estimate
approximately 6 or 7 soil borings and 4 or 5 piezometers would be sufficient for this
purpose.
PSI•1675 Lee Road•Winter Park,FL 32789•Phone 407/645-5560•Fax 407/645-1320
City of Ocoee
January 8, 1996 -2-
2. Drill 2 deep auger borings (approximately 50 feet) to identify soil stratigraphy and to
characterize the aquifer system at the selected expansion areas.
3. Measure the stabilized groundwater levels in the installed piezometers initially and
coordinate with the plant operations personnel to monitor water levels on a routine basis
through the duration of the project.
4. Conduct laboratory classification tests on selected soil samples, including percent
moisture and fines passing the #200 sieve.
5. Present the results of the field and laboratory investigation in report form for subsequent
engineering interpretation and evaluation.
TASK 2 ENGINEERING SERVICES
The engineering evaluations, modelling and reporting would consist of the following:
1. Review the results of the site specific field investigations of the expansion areas
and load test information and modelling for the existing site.
2. Reduce the exploratory soil boring and groundwater information and incorporate
into the existing groundwater flow model associated with the recently conducted
load test. This will be done to evaluate the disposal capacity of expansion areas.
3. Model the disposal capacity of the expansion areas using the revised groundwater
model. Since the selection of new disposal sites and method of disposal (i.e.
infiltration basins, spray irrigation) will be reliant on the results of our
evaluations, there may be a number of scenarios which must be evaluated. For
the scope of this investigation we are budgeting a total of 2 scenarios.
4. Attend meetings and conduct site visits throughout the course of the investigation.
We estimate that 1 site visit, 2 meetings with the City and 1 meeting with FDEP
will be necessary.
5. Prepare a summary report detailing the results of our engineering evaluation of
the proposed expansion areas. This report will be suitable for submittal to FDEP
for permitting purposes.
��i
City of Ocoee
January 8, 1996 .3-
We estimate our fee to conduct these investigations including analyses, modelling and
preparation of report will be $5,065.00. A breakdown of the associated fees to
complete our work is shown as an attachment. We can begin this investigation within a few
days after authorization to proceed.
We appreciate the opportunity to be of continued service on this project and we trust that this
proposal is sufficient for your needs. If you have any questions concerning the contents of this
proposal please feel free to contact us.
Sincerely,
PSI
Fora
m'C' f9/
Dan Fulford, P.E. icolas Andrey- , P.E.
Sr. Vice Pres/Chief Engineer Hydrogeologic ' sultant
14110Pi
ATTACHMENT
SCOPE OF WORK AND FEE ESTIMATE
I. FIELD INVESTIGATION
1. Auger Borings
2 borings to 50 feet deep
100 lineal feet @ $6.00/LF $ 600.00
2. Drill manual auger borings, install piezometers and measure
groundwater levels
2 crew days @ $550.00/test $ 1.100.00
Subtotal $ 1,700.00
II. LABORATORY INVESTIGATION
1. Visual Stratification $ 120.00
2. Moisture and -200 Classification Tests $ 150.00
Subtotal $ 270.00
III. ENGINEERING SERVICES
1. Principal/Senior Manager
10 hours @ $90.00/hr $ 900.00
2. Project Engineer
26 hours @ $65.00/hr $ 1,690.00
3. Drafting Services
10 hours @ $32.50/hr $ 325.00
4. Secretarial Services
6 hours @ $30.00/hr $ 180.00
TOTAL $ 5,065.00
Nv'
RECEIVED
JAN 1 6 1996
BY:
MEMORANDUM
DATE: January 15, 1996
TO: Jean Grafton, City Clerk
FROM: James W. Shim, P.E.
City Engineer/Utilities Director
SUBJECT: Hydrogeologic Evaluation
Attached please find agenda item for the February 6th Commission meeting.
jbw
Attachment
MEMORANDUM
DATE: March 1, 1996
TO: Jean Grafton, City Clerk
FROM: Ernie Kovacs
Engineering Aide
SUBJECT: Reflections Unit Three Plat Signatures
Attached is the plat of Reflections Unit Three subdivision that was approved at the City
Commission meeting of February 6, 1996. This is ready to be signed by the Mayor, City
Attorney and you. Please return to me for recording after all signatures are in place.
EK/jbw /
Attachment