HomeMy WebLinkAbout19 UNDERGD STORM DR 06-06-94NO. 19
,6-6-94
OATE:
JUNE 6, 1994
lnter-Co.m
TO: WILLIAM A. HUSTON, CITY MANAGER
FROM: PUBLIC WORKS DEPARTMENT
SUBJECT: PROFESSIONAL SERVICES AGREEMENT FOR CONSULTING SERVICES FOR
CONDUCTING AN INSPECTION OF UNDERGROUND STORM DRAINS
RECOMMENDATION
It is recommended that the City Council approve the selection of
Speedflo to provideprofessional consulting services for conducting an
inspection of the underground storm drain system in 'the City of Tustin
and authorize execution of the Professional Services Agreement by the
Mayor and City Clerk.
FISCAL IMPACT
The proposed fee for services is $28,216.50. The City Council allocated
$78,125.00 in the 1993-94 budget for this project. The balance of the
amount budgeted should beretained in this account to fund any repair or
debris removal costs associated with the inspection Of the facilities,
as well as the purchase of computer software 'for on-going facility
maintenance.
BACKGROUND AND DISCUSSION ~
On April 17, 1990, the City Council authorized 'the City to 'be a co-
permittee on the Orange County application for a National Pollutant'
DisCharge Elimination System (NPDES) permit, as required by the .Clean'
Water Act. 7-
The Stormwater Permit Implementation Agreement executed on December 18,
1990, governs the administration of the NPDES municipal stormwater
permits. The Agreement identifies the County of Orange, the
incorporated cities, other government entities and the Orange County
Flood Control District as co-permittees. The County of Orange acts as
the Lead Agency.
As part of the overall compliance with the NPDES program, the Drainage
Area Management Plan (DAMP) was developed containing all the required
programs that must be completed by each co-permittee. Included in the
DAMP are items such as the stenciling of all catch basins to read "DO
NOT DUMP - DRAINS TO OCEAN" (this project is currently in progress).and
the reconnaissance survey, as well as programs already in existence such
as street sweeping and recycling.
The purpose of the reconnaissance survey is to identify .illegal
connections to the storm drain system. At this time, we are only
required to survey those pipes thirty-nine inches (39") or larger,
although it is anticipated that the surveying requirements will
eventually include smaller pipes as well. It is required that the
reconnaissance survey be completed by July 1995.
The City of Tustin has a total of 112,866 lineal feet of storm drain
facilities thirty-nine inches (39") or larger. The proposal from
Speedflo for a vi4eo-taped inspection is $0.25 per lineal foot for a
total of $28,216.50.
Proposals were solicited from twelve (12) consulting firms experienced
in similar types of projects. Seven firms responded. They are:
Speedflo
Dependable Sewer and Drains Cleaning
Hoffman Southwest Corporation
Empire Pipe Cleaning and Equipment, Inc.
Lockman and Associates
Video Inspection Specialists
PSSI
Each proposal was thoroughly evaluated based upon demonstrated
competence, professional qualifications necessary for the satisfactory
performance oft he required services, familiarity, prior experience with
providing this type of service, and the reasonableness of the proposed
schedule.
CONCLUSION
Based upon the-hoted_evaluation criteria and favorable recommendations
from other agencies, including the City of Irvine, the City of
Huntington Beach and the City of Newport Beach, Speedflo was selected as
the most qualified firm.to provide the required services.
Upon concurrence bythe city Council, it is requested that the Mayor and
the City Clerk be authorized to execute the Professional 'Services
Agreement between the City of Tustin and Speedflo.
Robert Ledendecker
Director of Public Works/City Engineer
~tcher
Administrative Assistant~ II
RL: KP: ccg: psadrs
Attachment
PROFESSIONAL SERVICES A~REEMENT
19
referred to as "City") and
referred to as "Consultant").
THIS AGREEMENT, made and entered into this day of ,
, by and between CITY OF TUSTIN, a municipal corporation (hereinafter
(hereinafter
WITNESSETH:
WHEREAS, City desires to employ Consultant to furnish the necessary
services for providing hereinafter referred to
as "Project"; and
WHEREAS, Consultant is qualified to provide the necessary services in
connection with said Project and has agreed to provide the necessary
services; and
WHEREAS, Consultant has submitted to Citya proposal dated
attached hereto.
NOW, THEREFORE, City agrees to employ and does hereby employ Consultant
_
to provide the professional services, for the Project, and City and
Consultant, for the consideration hereinafter set forth, agree as follows:
Section 1: Scope of Consultant's Services. Consultant agrees to furnish
to City consUlting services for the Project. These services shall include
all of the services solicited in City's Request for Proposal dated
· a copy of which is attached hereto, marked Exhibit "A", and all
-
services included within the Consultant's proposal.
Section Z: Time for Completion. It is hereby understood and mutually
agreed that the time for completion of the work to be performed by Consultant
is an essential condition of this agreement. Consultant agrees that it shall
prosecute regularly and diligently the work of this agreement accordingly to
;easonable schedules established by City for the various items described and
-- i
as outlined within Consultant's proposal. Consultant shall not be
accountable for delays in the progress of its work caused by any condition
beyond its control and without the fault or negligence of Consultant. Any
delays shall not entitle Consultant to any additional compensation,
regardless of the party responsible for the delay.
·
Section 3: Compensation. The compensation to be paid under this
agreement shall be as set forth in the Consultant's proposal with a not to
exceed total cost of $ . Progress payments for work completed
will be paid as the work progresses, within thirty (30) days of the date of
Consultant's invoice. These payments Will be based upon submittal of
detailed invoices and based upon the actual work performed for each
individual task not ex6eeding that provided in the consultant's proposal~
Section 4: Statement of Costs. Pursuant to the provisions of
California Government Code 'section 7550, the total amount expended by
City relating to'the preparation of the report and documents prescribed
herein shall be set forth within the final edition thereof, in a
separate section, in a statement substantially as follows: "Pursuant to
CalSfornia Government Code Section 7550, the City of Tustin expended the
total amount of $ for the preparation of this report and/or
documents."
Section 5: Job Site Con4itions. The City agreesthat in accordance
with generally accepted construction practices, the construction
contractor' will be required to assume sole and complete responsibility for
job site conditions during the course of construction of this project,
including safety of all persons and property and that this requirement
shall be made to apply continuously and not be limited to normal working
hours.
- 2 -
Section 6: ~[scellaneous Provisions.
A. City and Consultant further agree to the following conditions:
(1) City, by notifying Consultant in writing, shall have the
right to terminate.any or all of the services covered by this agreement
at any time. In the event of such termination, Consultant shall be paid for
services rendered to the effective date of the termination.
(2) Consultant agrees that it shall proceed immediately and
diligently to perform the services provided for in this Agreement upon
receipt of notice from City to proceed therewith.
(3) The terms and provisions. of this ~agreement shall extend to
and be binding upon and inure to the benefit of heirs, executors,
._
administrators, successors and assigns of the respective parties thereto;
(4) Consultant shall perform the services hereunder as an
independent contractor and under no circumstances or conditions shall
~onsultant or any of its agents, servants and employees, be considered as an
_
employee or agent of the City.
(5) Consultant shall perform all services required under this
agreement using that degree of care and skill ordinarily exercised under
similar conditions in similar localities, and shall be responsible for all
errors and omissions for services performed by Consultant under the terms of
this Agreement. Consultant agrees to indemnify, defend and hold City, its
agents, employees, successors and assigns harmless from any loss, 'd~age,
injury, sickness, death, or other claim made by other persons and from
all costs, expenses and charges, including attorney's fees, arising from
Consultant's negligent performance of this agreement. Consultant shall
maintain in full force and effect during the term of this agreement policies
of comprehensive general liability, personal injury and liability insurance
ith limits of at least $1,000,000 combined single limit coverage per
- 3 -
occurrence, and professional liability insurance coverage with limits of at
least $250,000 combined single limit coverage per occurrence for which
certificates of insurance in form satisfactory to the City have heretofore
been delivered to City.
(6) Consultant shall carry and pay for Such compensation
insurance as is necessary to fully protect Consultant and its employees
under California Worker's Compensation Insurance and Safety Laws, to
relieve City from all responsibility under said laws in connection with
the performance of this agreement, and upon execution of this agreement,
to file with City a certificate certifying to said protection.
(7) ConsUltant certifies that there shall be no discrimination
against any employee who is employed in the work covered by this' agreement,
or against any application for such employment, because of race, religion,
~
color, sex or national origin including, but not limited to, the following:
a. Employment, upgrading, demotion or transfer,
recruitment, or recruitment advertising, lay-off
-.
or termination, rates of pay or other forms of
compensation, and selection for training, including
apprenticeship.
(8) Consultant shall provide City monthly with a detailed
itemization of all work performed, and the fees accrued thereon, in
complete and sufficient detail to fully apprise City thereof.
(9) Upon termination of this Agreement or completion of the
Project, all documents relating to the Project shall become the sole property
of City. Should City terminate this Agreement pursuant to subparagraph (1)
of this Section, Consultant shall, within ten (10) business days of receipt
of notice of termination, provide City with all documents within Consultant's
possession relating to this Agreement and the Project, including but not
limited to all completed documents and all drafts of uncompleted documents.
- 4 -
IN WITNESS WHEREOF, this Agreement was executed by the parties'on
..... he day and year first above written.
CITY OF TUSTIN, a Municipal Corporation
BY
Mayor
BY
(Signature)
(Name Printed/Title)
ATTEST:
City Clerk
APPROVED AS TO FORM:
City Attorney
- 5 -
EXHIBIT "A"
April , 1994
Attention:
Mr. John Doe
Re: Request for Proposals - Video Tape. Inspection of Storm Drain
System
Dear Mr. Doe:
This letter represents a Request for PropoSal for
consultant/contractor. services relating to the video tape
inspection with report of underground, storm drains in the City of
Tustin as part of a pollution prevention plan for compliance with
the National Pollutant Drainage Elimination System (NPDES) program.
'The service to be provide will include the video taped
reconnaissance surveying '0f all storm drains thirty-nine inches
(39") in diameter and larger in the City. A report of all findings
will also be required. A map outlining the storm drain locations
and sizes, as well as a complete inventory of all storm drains in
--the City, is included for your reference. Your firm has been
selected as one of those being considered to provide this service.
Selection of a firm to provide this service will be based upon
demonstrated competence~ professional qualifications necessary for
the satisfactory performance of the services required; and.
familiarity and prior experience with providing this type of
service. Upon our selection of the most highly qualified firm to
provide the required services, we will negotiate the price for the
work to be done. If we can reach a price we deem fair and
reasonable, the contraCt will be awarded. If we are not able to
negotiate a price we deem to be fair and reasonable to the City of
Tustin, we will thank you for your proposal, and we will proceed to
the next most highly qualified firm to provide the requested
service and will seek to reach a negotiated price with that
company, and so on.
The City may reject any or all proposals submitted in response to
this RFP. The City shall not be liable for any costs incurred in
connection with the preparation and submittal of any proposal.
It is required that at a minimum, the following be submitted with
your proposal:
le
A brief list of similar types of projects which your firm
has previously performed, including scope, engineering
cost, construction cost, and agency for whom the project
was completed, and agency individual in charge of the
project with current telephone numbers.
·
Identification, resumes, and titles of individuals who
will supervise and perform the service; including any
sub-consulting firms to be utilized as well.
·
A project time schedule (submit as Exhibit B) indicating
stages of work and time frames.
·
A brief review of your procedure to complete the Work,
containing any suggestions you might have to expedite the
work or special concerns that the City of Tustin should
be made aware of.
5. A Fee Schedule containing a summary listing the key items
of cost, and the total cost (not to exceed) for the work
(submit as Exhibit A in a separate sealed envelope).This
fee schedule shall be detailed based upon work hours,
hourly rates and other associated costs. The proposed
cost to complete each task shall include the costs of all
administration and overhead, project site visits, any
attendance at m~etings, and all reproduction costs.
The Scope of Work to be done by the consultant/contractor to the
satisfaction of the City shall consist of the following:
-.
1. PROJECT DESCRIPTION
The scope of this work includes the television inspection and
videotaping, by means of a closed circuit color television camera
mounted on a City approved camera transporter, all storm drain
lines, exceeding 39" but not larger than 120" in diameter, as
identified by the City of Tustin staff. Pulled skids, sleds,
floats, and physical walking of the drains will not be acceptable.
This project includes the production of an approved video tape
inspection, with all pertinent documentation, of storm drain main
lines and laterals. The principle purpose of the inspection is to
identify illegal connections and suspected pollutant discharges.
The City has 112,866 lineal feet to be inspected under this
proposal.
2. DESCRIPTION OF SERVICES
A. The consultant/contractor shall visually inspect, videotape
(VHS format), and provide a written log of all inspected storm
drains. Consultant/contractors proposed log format shall be
approved by the city of Tustin prior to commencement of work.
B. The consultant/contractor shall use equipment specially
designed and constructed for storm drain inspection and
televising. The camera must have light sources of suitable
illumination output to provide a clear picture of the entire
periphery of pipe ranging in size from 39" to 120". The
camera must be able to be raised or lowered to a position that
will assure that the total periphery of the drain is in focus
at all times regardless of the diameter of the pipe being
inspected. The camera, transport system, and other components
of the video system shall be capable of producing a picture
adequate for the purposes of the inspection as stated herein.
The adequacy of the proposed equipm~nt''~hd resulting
videotapes shall be demonstrated to the City of Tustin if so
requested, prior to award of contract. Cost of such
demonstration shall be borne by the proposer.
C. A cable footage counter, accurate to within two (2) feet +/-
per 1000 feet, shall be used and shall indicate on the monitor
and be recorded.~0n the videotape. The date of inspection,
access manhole reference, and continuous forward and reverse
readout of c~mera distance from referenced access manhole
shall be displayed on the monitor and recorded on the
videotape.
D. Videotapes supplied to the City of Tustin shall be new, NTSC
color, high quality on VHS format. All tapes shall be
recorded at the SP speed.
E. Ail tapes shall become the property of the City of Tustin.
F. The television inspection, monitoring and recording shall be
performed by technicians with proven experience in this type
of project, and the consultant/contractor shall, if requested,
furnish qualification details for each technician.
G. The television camera shall be moved ~hrough the storm drain
in a downstream direction, unless otherwise approved or
directed by the City Engineer or his representative. Maximum
rate of travel shall be not to exceed the following table:
PIPE DIAMETER
MAXIMUM FEET PER MINUTE
39" - 48" 30
49" - 60" 45
61" - UP 60
H. During inspection, the operating technician, in addition to
his/her videotape (with audio) record of conditions, shall log
in writing the location of all laterals all indicated
infiltrations, cracks, deflected joints, collapsed sections,
unusual debris (carts, tires, etc.), exfiltrations,
misalignments, deposits, and other conditions or data
pertinent to the physical condition of the storm drain.
Conditions and defects shall be located by footage counter and
video clock reference (videotape counter).
I. The consultant/contractor shall submit videotapes and written
reports summarizing all defects and conditions specified above
to the City Engineer within fift~een (15) days of inspection.
J. Ail videotapes'shall be labeled (on the cassette and also on
the cassette storage carton) with the following information:
1. Tape number.~
2. Date of inspection.
3. Name of consultant/contractor
4. Pipe size and material.
5. Number and street name or intersection location of
upstream/downstream access hole.
6. Location in feet from upstream/downstream manhole.
7. Name of storm drain facility and project number.
K. Written reports shall contain as a minimum the following
information:
1. Date and time of inspection.
2. Name of consultant/contractor.
3. Names of operating, technical/inspector.
4. Pipe size, material, and total length.
5. Number and ~ street name or intersection locatiOn of
upstream/downstream access hole.
6. Location in feet from upstream/downstream manhole.
7. Direction of inspection (N-S-E-W).
8. Videotape number.
9. Observation, comments, recommendations, laterals not
shown on plans referenced to footage counter and
videotape clock (tape'counter).
10. Name of storm drain facility.
11. Corresponding tape number (if-any)~.
12. Preparation of budget estimates, by a registered civil
engineer, for debris removal and/or repair of defects
identified during inspection.
L. At all..points within the storm drain showing defects and
lateral connections, the consultant/contractor shall stop the
camera, rotate (up to 360 degrees) and/or tilt the camera lens
to ensure adequate video coverage.
M. The camera shall be stopped and/or backed up to view and
analyze conditions that appear unusual or uncommon to a storm
drain in good condition. There shall be no loss of. video
quality at any time.
N. As the videotape is produced, the technician shall provide and
record an audio narration of the inspection (on the videotape)
to include identification of the storm drain location,
identification of starting and terminating access manholes,
inspection direction (upstream/downstream N-S-E-W), and
complete descriptions of the line conditions as they are
encountered. The audio portion of the videotape shall be free
from electrical interference, feedback, hum, and background
noise. Audio dubbing after the inspection is not permitted.
O. If the camera cannot pass the entire storm drain reach from
·
ae
Be
its point of i~sertion, the reach shall b~'inspected from both
directions. The inspection logs for the reach shall include
an identification of the nature and location of the blockage.
The consultant/contractor shall notify the city Engineer
immediately withinthirty (30) minutes of any such obstruction
SO that it may be Verified and/or repaired.
Videotapes showing debris, condensation, poor or out of focus
images, poor audio, or otherwise poor image quality shall be
cause for rejection and may necessitate re-televising at the
consultant/contractor's expense. The City of Tustin reserves
the right to reject any videotape which in its sole judgement
is not of acceptable quality.
SAFETY
The consultant/contractor, and all personnel under his
responsibility, shall at all times follow the applicable
safety codes of the State of California, OSHA, City of Tustin
and other applicable authorities. The consultant/contractor
shall supply an affidavit stating that he/she understandS this
provision and will fully comply with it.
No personnel ~hail enter a manhole, or storm drain without
proper .safety equipment, training, and supervision. Cables
used within the manholes, access holes and stormdrains shall
not exceed a voltage that wOuld be considered dangerous for a
short circuit condition when operated in a water flowing storm
drain environment 100 VDC, 55VAC.
The consultant/contractor shall submit a traffic control plan
prepared, stamped, and signed by a California Registered
traffic Engineer tot he City Engineer for review and approval
at least fourteen (14) days prior to commencing any work in
the public right-of-way. Said plan shall indicate the
locations of all signing, barricades, flashing arrow signs,
delineators, lane closures, temporary lane..-tines, etc.,
required to control traffic and detours during'the inspection.
All such devices shall be removed from the view of traffic
when not required.
REPRESENTATIONS
The proposer is responsible for making all necessary
investigations and examinations of documents, operations, and
demised premises affecting performance. Failure to do so will
not act to relieve any condition of the above documents. It
is mutually agreed that the submission of a proposal shall be
considered conclusive evidence that the proposer has made such
investigations and examinations.
Any reasonable inquiry to determine the responsibility of a
proposer may be conducted. The submission of a proposal shall
constitute permission by the proposer for the City to verify
all information contained therein. If the City deems it
necessary, additional information may be requested from the
proposer. The unreasonable failure of a proposer to promptly
supply information in connection with such inquiry, including
but not limite~ co information regarding p~st performance and
ability to perform on schedule, may be grounds for a
determination of non-responsibility of a proposer, and
disqualification from further consideration.
C. The proposer may withdraw its proposal at any time prior to
the date and time which is set forth herein as the deadline
for acceptance of proposals, upon written request for same.
De
Ail· proposals shall be firm offers and may not be withdrawn
for a period of ninety (90) days following the date set to
receive proposals.
E.
The City reserves the right to consider a late proposal.
However, should that happen, all timely, responsive
respondents shall also be given an additional period of time
equivalent to the late submittal within which to supplement
and/or modify the proposals which were submitted on time.
SUBMISSION OF PROPOSALS
A. The proposal must be typewritten on 8 1/2" x 11" white paper
and bound in a secure manner. The response should be as brief
as possible. _It should not include elaborate or unnecessary
promotional material. Resumes of all professional staff must
be included. Subconsultant/subcontractor professional staff
resumes must also be included.
Be
The original proposal and four (4) '·original copies must be
submitted in a sealed envelope, plainly marked with the name,
address, and the telephone number of the proposer, and bearing
the words: "Proposal for a Professional Agreement For
Conducting Television Video Tape Inspection of Underground
Storm Drains For the City of Tustin". ' "
Ce
It is the sole responsibility of the proposer to see that the
proposal is received before the submission deadline. A'-
proposer shall bear all risks associated with delays in the
U.S. Mail.
The City of Tustin will be responsible for providing all available
existing data, information, reports, records and maps available in
City files necessary for the successful completion of this project.
Attached for your information and use is a sample "Certification of
Insurance" and a sample "Professional Services Agreement" utilized
by the City of Tustin for such work. The consultant/contractor
should also be advised that if selected, a minimum of one million
dollars of general liability coverage is required.
Also attached is a map outlining the storm drain system in the City
of Tustin, as well as a detailed inventory of the facilities.
If your firm is interested in submitting a proposal for this work,
it must be received by 5:00 p.m., Thursday, , 1994, at the
City of Tustin Public Works Department/Engineering Divi§ion, 300
Centennial Way, Tustin, CA 92680. Please note that five (5)
copies of your proposal are required to be submitted.
Should you require ~ny additional information or have any questions
regarding this project, please do not hesitate to contact Katie
Pitcher of my staff at (714) 573-3173.
Very Truly Yours,
Robert S. Ledendecker
Director of Public Works/City Engineer
RSL: ccg: stofqual
FO:
CITY OF TUSTIN
CERTIFICATE OF INSURANCE AND DESIGNATION OF NAMED ADDITIONAL INSURED
NO MODIFICATIONS OR ADDITIONS MAY BE MADE TO THIS FORM
CITY OF TUSTIN
P.O. Box 3539
Tustin, CA 92681-3539
PROJECT:
COMPANIES AFFORDING COVERAGE
NAME AND ADDRESS OF INSURED COHTRACTOR:
NAME AND ADDRESS OF INSURANCE AGENCY:
Company Letter A
Company Letter B
Company Letter C '
Company Letter D
Company Letter E
Company Letter F
Th~ b to certify that the policies of insurance listed below have been issued to the insured name abM, are in force at this time, that the City of
Turin is a named additional in~ured thereon a~ re~pect~ clalrrm arising in connection with ~ hereinabove named Projec~ and that such irmurance
~J~all be primary with respect to any other irmurance in force procured by the CiW of Tussle.
Coo
Type of Insurance
GENERAL UABIUTY
[ ] Commercial General
Uability
[ ] Claims Made [ l OCC.
[ ] Owner's & Contractors'
Protective
[]
AUTOMOBILE UABIUTY
[ ] Any Auto
( ] All Owned Autos
[ ] SCheduled Autos
[ ] Hired Autos
[ ] Non-Owned Autos
[ ] Garage Liability
[]
EXCESS UABILITY
[ ] Umbrella Form
[ ] Other Than Umbrella Form
WORKERS COMPENSATION
AND EMPLOYER'S LIABILITY
OTHER
Policy Number
Policy
Effective Date
Policy
Expiration Date
All Umits in Thousands
General Aggregate $
Prods-Comp/
Op$ Agg.
Pars. & Advg. Injury $
Each Occurrence $
Fire Damage $
(Any One Fire)
Medical Expense
(Any One Person)
CSL
Bbdily Injury
(Per Person)
Bodily Injury
(Per Occurrence)
Property
EACH OCCURRENCE
$
AGGREGATE
$
STATUTORY
$ Each Accident
$ Disease-Policy Limit
$ Disease-Each Employee
Description of Operations/Locations/Vehicles Special Items
t is certified that a waiver of subrogation is hereby issued to the City of Tustin as pertains to the terms of all Workers Compensation insurance. The issu..g
=ompany will give thirty (30! days written notice to the City of Tustin prior to modification or cancellation.
:)ATE ISSUED:
Authorized Representative of the above-named insurance company(les!
PROPOSAL FOR A PROFESSIONAL AGREEMENT
FOR CONDUCTING TELEVISION VIDEO TAPR INSPRCTION
OF UNDERGROUND STORM DRAINS FOR ~ CITY OF TUSTIN
Submitted by:
SPEEDFLO INC.
'" P.O. BOX 963
La Habra, California 90633-0963
1-310-691-1660
Jeffrey C. Jerome
May 5, 1994
CI~ OF ~JS~IN
VIDRO INSP~ION OF STOI~ DI~INS
TABLE OF CONTENTS
PAGE NO.
I e
NPDES EXPERIENCE
II. .STATEMENT OF CONTRACTORS GENERAL BACKGROUND
III. STATEMENT OF TECHNICAL CAPABILITIES
IV.
OVERALL APPROACH TO PROJECT
V. PROJECT PERSONNEL
VI. REFERENCES
VII. FEE RATE SCHEDULE
ENCLOSED'.
Two samples of inspection reports from the
City of Newport Beach
Ie
NPDRS EXPERIENCE
The following is a list of completed contracts directly related
to NPDES requirements.
RIVERSIDE~D CONTROL DISTRICT
P.O. Box 1033
Riverside, California 92502-1033
Contact: Jason Christie, Engineer contact for NPDES
909-275-1229
PROJECT DESCRIPTION: NPDES inspection of 320,000 linear feet of
storm drain. April 1992 r-- October 1992
Pipe size range 36" RCP - 120" RCP
CITY OF HUNTINGTON BEACH
2000 Main Street
P.O. Box 190
Huntington Beach, California 92648
Contact: Randy Huttenberger, CitY Engineer
714-536-5242
PROJECT DESCRIPTION: NPDES inspection of 29,000' linear feet of
storm drain. November 1991
Pipe size range~ 39" - 96" RCP
CITY OF NEWPORT BEACH
3300 Newport Boulevard
Newport Beach, California 92659-1768
Contact: Phil Aquna City Engineer
714~644-3011
- .
PROJECT DESCRIPTION: NPDES ~nspection of 68,000 linear feet of
storm drain. December 1992 -- February 1993
Pipe size range 39" - 96" RCP
.
An additional 20,000 linear feet of storm
drain was inspected in February 1994.
CITY OF LA HABRA
P.O. Box 337
La Habra, California 90633-0337
Contact: Majdi Ataya, City Engineer
310-905-9720
PROJECT DESCRIPTION: NPDES inspection of 56,000 linear feet of
storm drain. March 1993 --- April 1993
Pipe size range 39" -- 96" RCP
CITY OF STANTON
10660 Western Avenue
P.O. Box J
Stanton, California 90680
Contact: Fred Wickman, Director of Public Works
(714_) 379-9222
-
~PROJECT DESCRIPTION: NPDES inspection of 10,000 linear feet of
storm drain, June 1993
Pipe size range: 39"---96" RCP
Disneyland .
1313 Harbor Boulevard
P.O. Box 3232
Anaheim, California 92803-3232
Contact: Buzz Golden, Supervisor Area Facilities
(714) 999-4459
PROJECT DESCRIPTION: NPDES inspection of all storm drains.
July 1993 --- in progress
Pipe size: 6" --- 42" RCP
CITY OF SAN BERNARDINO
300 North "D" Street
San Bernardino, California 92418' '
Contact: Gene Klatt or Richard Bowman
(909) 384-5111
PROJECT DESCRIPTION: NPDES inspection of 180,000 linear feet of
storm drain. July 1993--October 1993
Pipe size: 18" --- 120" RCP and up to
11' X 9' RCB
CITY OF CORONA
815 West Sixth Street
Corona, California 91720
Contact: Mehdi Khailaizadeh or Dave Putnam
(909) 279-3526
PROJECT DESCRIPTION: NPDES Inspection of 90,000 linear feet of
storm drain. December 1993--January 1994
Pipe size: 36"--120" RCP
CITY OF IRVINE
One Civic Center Plaza
P.O. Box 19575
Irvine, California 92713
Contact: Mike Loving, Senior Engineer
(714) 724-6315
PROJECT DESCRIPTION: NPDES Inspection of 100,000 linear feet of
storm drain. February 1994 -- May 1994.
.PiPe size: 39" --- 120" RCP
II. STATEMENT OF CONTRACTOR GENERAL BACKGROUND
SPEEDFLO INC., is a California corPoration owned and operated by
its' President, Mr. Jeffrey C. Jerome.
Jeffrey Jerome has eighteen (%~) years experience in the
management, transportation and treatment of non-hazardous liquid
waste arising from sewers, clarifiers, traps and sewage treatment
facilities. During the past three years, Jeffrey Jerome has
worked in close association with Pearpoint, Inc., who designs,
manufactures and sells worldwide state-of-the-art mainline close
circuit television (C.C.T.V.) equipment.
III. STATEMENT OF TECHNICAL CAPABILITIES
SPEEDFLO uses the Pearpoint, Inc. "Flexi-Scan" system which is a
self-propelled, tractor mounted camera and lighting system
capable of inspecting two thousand (2000) linear feet from each
location. The system is capable of inspecting line diameters
ranging in size from six (6) to one hundred twenty (120) inches.
The system uses standard VHS tape cartridges and produces
computer generated inspection reports using the latest version of
Hansen Software. Other versions of information software, such as
Genesis, Oasis or Pisces can be loaded into our computer to
generate information compatible with the needs ofour clients. In
addition to the inspection reports, an audio narration of the
inspection can be added to the VHS tape while the inspection is
in progress.
Because the system uses a self propelled camera, a uniform rate
of travel is readily maintained. Also, the resulting video is
free from pull cable obstruction and the inspection is conducted
utilizing only the single C.C.T.V. vehicle. The computer
generated reporting features of the system improves the accuracy
of both the inventory of the inspected structure and the location
of obstructions, tie-ins and other pertinent information.
The following is a list of the equipment used in the inspection
and video recording:
- Pearpoint Mainline Flexi-scan camera with the 170 watt
elevating light head and large diameter pipe options.
- Pearpoint P 279/10 power Supply
- Pearpoint P 147 remote control system
·
- Panasonic AG - 6300 video cassette recorder
- Two (2) Sony 1342 digital 14" monitors
- NK AT 386 custom built industrial computer with an Acer
14" VGA monitor
- Mitsubishi CP - 10U color video printer
- Hewlett Packard Desk Jet 500 printer
- All the equipment is custom built into a Ford E-350
chassis with a Stoner aluminum service body.
TV. OVERALL APPROACH ?0 PROtTEC~
This project will require'the use of:
a. One self contained C.C.T.V. vehicle
b. One technician
c. One technical assistant'
d. Standard (as required to conform with the WATCH handbook)
cones, barricades and sign boards, to effect traffic
control
The pipe sections will be inspected without cleaning to the
greatest extent possible. This will facilitate locating both
debris collection points and pipe deficiencies.
If the debris accumulation warrants cleaning in order to achieve
an accurate inspection and .inventory, we will notify the City
Engineer.immediately so that"it may be verified.
·
The definitions and descriptions used in b~th the audio portion
of the videotape record and the accompanying written reports will
conform with the requirements and generally accepted terminology
set forth in the National Association of Sewer Service Companies.-
(NASSCO) " Inspector Handbook for Sewer Collection System
Rehabilitation" Fourth Edition printed February, 1993.
Both the videotape record and written reports will indicate the
location of the following pipe defects by footage and clock
reference-.
Cracked Pipe
Broken Pipe
Collapsed Pipe
Longitudinal Defect
Corrosion
Misalignment
Separated Joints
Open Cracks
Crushed Pipe
Circumferential Defects
Erosion
Dips
Off-Set Joints
Infiltrating Joints
In addition, all debris, curtains, blockages, connections,
laterals and other sources of inflow will be noted in the audio
portion of the videotape, written reports and on the District
provided maps, as required.
Daily the Project Technician will check the accuracy of the
footage meter in accordance with NASSCO guidelines. Also, daily
television inspection logs of each manhole section will be
maintained to document the progress of the project.'
To conform with the NPDES requirements, all laterals found will
be compared with the storm drain atlas to insure documentation.
Ail Inflows and Infiltrations will be noted in the inspection
report.
V. PROJECT PERSO _NN~.
Project Manager:. Jeffrey C. Jerome, President of
SPEEDFLO INC.
In addition to the qualifications described in item II
above, Mr. Jerome received this technical and field survey
training from Pearpoi.nt, Inc., the manufacturer of the
system to be utilized on this project and Uniflo Sewer
Services of Ontario, Canada, an inspection firm with many
years of experience video inspecting storm, sewer, gas and
oil pipelines. .-
Mr. Jerome also attends the monthly meetings of the Storm
Water Task Force and is a member of their monitoring committee
chaired by Richard Boon of Orange County.
Technical Assistant: James Aanderud
Mr. Aanderud has assisted with most of the project~ listed
in Item I. Before working with Speedflo Mr. Aanderud spent four
years with Southwest Treatment Systems helping prequalify
industrial liquid waste streams for disposal.
VI. REFACES
The following references are not storm drain related.
T~ining and Associates, Inc.
747 West Katella Avenue, SUite 105
'Orange, California 92667
Corrosion Engineering and Inspection Services
Contact: James Isom, Vice President
(714) 771-0855
TechnolOgies
'23832 Rockfield Boulevard, Suite 185
Lake Forest, California 92630
Computer Information SOftware and Analysis
Contact: David Haynes, Engineer
(714) 951-5024
CITY OF VERNON
4305 Sante Fe Avenue
Vernon, California 90058
Contact: Gene DeFrank, City Engineer
(213) 583-8811
VII. FEEl/ATE SCHEDU~
Video Inspection of 39"
and larger Storm Drains ................... $0.25 per lineal foot*
Total cost for inspecting 112,866 lineal feet will be $28,216.50
* includes traffic control and all pertinent supplies.
SPEEDFLO INCORPORATED
TV INSPECTION HARDCOPY
REPORT DATE 04/29/94
REPORT NO. CR3351V1
9:26 AM
REQUESTED BY~
PAGE _
MANHOLE NUMBERS CB09-001 TO 0S09-002
UPS ADDRESS
DWNADDRESS
AREA NEWPORT BEACH
SURFACE ASPHALT STREET
PROJECT P7
JOB NUMBER 0220
TV DATE 02/21/94
OPERATOR JCJ
WEATHER FAIR
%.I~RFORMAT VHS
TAPE NOMBER 22194
~ INDEX 37:00 TO 1:0155
SUMMARY:
RECOMMENDATIONS:
SIERRA VISTA
PIPE WIDTH/DIAM 12.00
REVERSE SET UP
LENGTH
UPS DEPTH
DWN DEPTH
JOINT LENGTH
FLOW DEPTH
QUAL
QUAL
LOCATION STREET ROW, LIGHT TRAFFIC
PIPE TYPE CORRUGATED METAL PIPE
PIPE DETER N
N SKETCH N
255 PRIOR HISTORY N
0.0 CONDITION RATINGS:
0.0 STRUCTURAL 87
o I/I o
0.0 ROOT 11
MAIN LINE 53
FOOTAGE VTR CLOCK
READING LOC POS .'- DESCRIPTION
D 1.0 37:00 0
COMMENTS: START INSPECTION AT CATCH BASIN CB09-001
D 91.0 43:20 4 'ROOTS ROOTS - MEDIUM
COMMENTS: BETWEEN THE JOINT
D 94.0 44:25 7 ROOTS ROOTS - MEDIUM
COMMENTS: BETWEEN THE JOINT
D 97.0 45:15 7 ROOTS ROOTS - LIGHT
D 103.0 45:50 7 ROOTS ROOTS -MEDIUM
COMMENTS:. SLIGHTLY MISPLACED JOINT
D 106.0 46:40 5 ROOTS ROOTS - LIGHT
D 142~0. 48:45 9 ROOTS ROOTS MEDIUM
D 145.0 49:20 7 BROKEN JOINT BRK JT - LIGHT
COMMENTS: HOLE EXPOSING SOIL
D 192.0 53:25 0
COMMENTS: TRANSITION TO A 12" CMP
D 193.0 54:10 0 STRUCT. DETER. PIPE DET - HEAVY
COMMENTS: LARGE HOLES EXPOSING SOIL AT 4 AND 9 POSITIONS
D 236.0 58:10 ~' RADIAL CRACK HOLE IN PIPE - SMALL
D 254.0 1:0000 6 MISALIGNED JOINT WD JT 2" - 3"
COMMENTS: LARGE HOLE WHERE JOINT HAS SEPARATED
O 255.0 1:0155 6 MISALIGNED JOINT WD JT > 4"
STRUCT. DETER. PIPE DET - HEAVY
COMMENTS: END OF INSPECTION DUE TO SEPARATED JOINT
ORT DATE 04/29/94
REPORT NO. CR3351V1
SPEEDFLO INCORPORATED
TV INSPECTION HARD COPY
9:28 AM
REQUESTED BY JCJ
PAGE 1
MANHOLE UMBERS CB18-001 TOOS18-001
UPS ADDRESS BAYSIDE
DWN ADDRESS
~AREA NEWPORT BEACH
SURFACE ASPHALT STREET
P~Ot3]~T Jll
JOB NUMBER 0220
TV DATE 02/21/94
iOPERATOR JCJ
WEA~ FAIR
VTR FORMAT VHS
TAPE NU~ER 22194
~ INDEX 1:2345 TO 1:4130
SUMMARY:
RECOMMENDATIONS:
~
DR 0UAL
QUAL
LOCATION STREET ROW, HEAVY TRAFFIC
PIPE TYPE REINFORCED CONCRETE PIPE
PIPE WIDTH/DIAM 24 . 00 PIPE DETER N
REVERSE SET UP N SKETCH N
LENGTH 352- PRIOR HISTORY N
UPS DEPTH 0.0 CONDITION RATINGS:
DWN DEPTH 0.0 STRUCTURAL 0
JOINT LENGTH 0 I/I 0
FLOW DEPTH 0 . 0 ROOT 0
' MAIN LINE 0
FOOTAGE VTR CLOCK
READING LOC POS DESCRIPTION
~D 3.0 1:2345 0 ~
COMMENTS: START INSPECTION A~ CATCH BASIN CB18-001
i~ 109.0 1:2810 0
. ~MENTS: MANHOLE MH18-001
D 303.0 1:3545 3 LATERAL FACTORY SERVICE
COMMENTS: 15" CMP - NO FLOW - JUNCTION STRUCTURE
D 306.0 1:3800 0 DEBRIS DEBRIS - MEDIUM '
COMMENTS: END OF INSPECTION DUE TO A PILE OF CONCRETE (CHANGE TIRES)
D 342.0 1:4010' 9 LATERAL PLUMBER SERVICE
COMMENTS: 18" RCP - POOR CONNECTION - EXPOSED REBAR - NO FLOW
D 352.0 1:4130 0
COMMENTS: END OF INSPECTION AT OUTLET OS18-001