Backup Documents 07/13/2021 Item #17A �,t r rl, 1 7 A
COLLIER COUNTY FLORIDA C 14,..r_�'
REQUEST FOR LEGAL ADVERTISING OF PUBLIC HEARINGS .'
C, -1.To: Clerk to the Board: Please place the following as a: fits
® Normal legal Advertisement ❑ Other:
(Display Adv,,location,etc.)
Originating Dept/Div: Public Utilities Engineering Person: Tom Chmelik,Director Date: 6/22/21
Petition No.(If none,give brief description): Resolution—amendments to Utilities Standards Manual
Petitioner: (Name&Address): n/a
Name&Address of any person(s)to be notified by Clerk's Office: (If more space is needed, attach separate sheet)
Hearing before BCC BZA Other
Requested Hearing date: (Based on advertisement appearing 10 days before hearing.)July 13,2021 (ad to run no later than
Wednesday,June 30,2021)
Newspaper(s)to be used: (Complete only if important):
® Naples Daily News ❑ Other ❑Legally Required
Proposed Text: (Include legal description & common location & Size): A RESOLUTION OF THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA,AS THE GOVERNING BODY OF COLLIER COUNTY,FLORIDA AND EX-
OFFICIO GOVERNING BOARD OF THE COLLIER COUNTY WATER-SEWER DISTRICT,APPROVING AMENDMENTS TO THE
COLLIER COUNTY WATER-SEWER DISTRICT'S UTILITIES STANDARDS MANUAL, WHICH IS AN INTEGRAL PART OF
COLLIER COUNTY ORDINANCE NO. 2004-31, AS AMENDED, KNOWN AS THE COLLIER COUNTY UTILITIES STANDARDS
AND PROCEDURES ORDINANCE, WHICH IS CODIFIED IN CHAPTER 134, ARTICLE III OF THE CODE OF LAWS AND
ORDINANCES; AND PROVIDING FOR AN EFFECTIVE DATE TO COINCIDE WITH THE COMPANION AMENDING
ORDINANCE.
Does Petition Fee include advertising cost?❑ Yes ❑ No If Yes,what account should be charged for advertising costs:
PO#4500211329 (Acct.No.408-210155)
Revievd by.
, 6/TA i
Diviii n Administrator or Designee Date
List Attachments: Resolution
DISTRIBUTION INSTRUCTIONS
A. For hearings before BCC or BZA: Initiating person to complete one copy and obtain Division Head approval before
submitting to Clerk's Office for processing. Note: If legal document is involved,be sure that any necessary legal review,
or request for same,is submitted to County Attorney before submitting to Minutes& Records. The Manager's office will
distribute copies:
❑ County Manager agenda file: to ❑ Requesting Division ❑Original
Clerk's Office
B. Other hearings: Initiating Division head to approve and submit original to Clerk's Office,retaining a copy for file.
FOR CLERK'S OFFICE USE O Y:
Date Received: ! dd- ?/ Date of Public hearing: 7 , - r( Date Advertised: (a '!XJ c?-1
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RESOLUTION NO. 2021 -
A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF
COLLIER COUNTY, FLORIDA, AS THE GOVERNING BODY OF
COLLIER COUNTY, FLORIDA AND EX-OFFICIO GOVERNING BOARD
OF THE COLLIER COUNTY WATER-SEWER DISTRICT, APPROVING
AMENDMENTS TO THE COLLIER COUNTY WATER-SEWER
DISTRICT'S UTILITIES STANDARDS MANUAL, WHICH IS AN
INTEGRAL PART OF COLLIER COUNTY ORDINANCE NO. 2004-31, AS
AMENDED, KNOWN AS THE COLLIER COUNTY UTILITIES
STANDARDS AND PROCEDURES ORDINANCE, WHICH IS CODIFIED
IN CHAPTER 134, ARTICLE III OF THE CODE OF LAWS AND
ORDINANCES; AND PROVIDING FOR AN EFFECTIVE DATE TO
COINCIDE WITH THE COMPANION AMENDING ORDINANCE.
WHEREAS, on May 11, 2004, as Agenda Item 8 D, the Board of County Commissioners
as the Ex Officio Governing Board of the Water-Sewer District (Board) concurrently adopted
Collier County Ordinance No. 2004-31, entitled the Collier County Utilities Standards and
Procedures Ordinance (the "Ordinance"), and the Collier County Water-Sewer District Utilities
Standards Manual, ("Manual"), including all of the Manual's exhibits, and
WHEREAS Ordinance No. 2004-31 is codified in Chapter 134, Article III of the Collier
County Code of Laws and Ordinances; and
WHEREAS, since the 2004 adoption of the Manual it has become necessary to make
updates that reflect current standards in design and preparation of plans and specifications for all
utilities construction projects; and
WHEREAS, after input from stakeholders staff has recommended that the Board adopt
this Resolution to approve amendments to the Manual as identified in the attached Exhibit "A";
and
WHEREAS, Section 134-61 of the Code of Laws and Ordinances requires the Manual to
be amended by Resolution of the Board under the scheduled public hearings or the summary
agenda section; and
WHEREAS, it is in the interest of the health, safety, and welfare that this Resolution be
adopted.
[Space Intentionally Left Blank]
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NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AS THE GOVERNING BODY
OF COLLIER COUNTY, FLORIDA AND EX-OFFICIO GOVERNING BOARD OF
THE COLLIER COUNTY WATER-SEWER DISTRICT,that:
The amendment of the Collier County Water-Sewer District Utilities Standards Manual
as provided in attached Exhibit "A" is hereby approved and shall take effect upon the filing of
Ordinance No. 2021- with the Florida Department of State.
This Resolution adopted after motion, second and majority vote, this 13th day
of July, 2021.
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA, AS THE
GOVERNING BODY OF COLLIER
COUNTY, FLORIDA AND EX-OFFICIO
ATTEST: GOVERNING BOARD OF THE COLLIER
CRYSTAL K. KINZEL, CLERK COUNTY WATER-SEWER DISTRICT
By: By:
Deputy Clerk Penny Taylor, Chairman
Approved as to Form and Legality:
Derek D. Perry
Assistant County Attorney
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[19-EIS-04145/1637733/2] Page 2 of 2
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EXHIBIT GG A
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Table of Contents
• Section 1 — Design Criteria, Part 3 "Wastewater Collection and Transmission Systems,"
Subsection 3.3 "Wastewater Pump Stations"
• Section 2—Technical Specifications
o Section 330130.16 "Televising and Inspection of Gravity Sewer Systems"
o Section 330502 "High Density Polyethylene (HDPE) Pipe and Fittings"
• Section 4—Appendices,Appendix D: Utilities Conveyance Checklist
cnc�
Section 1 —Design Criteria,Part 3 "Wastewater Collection and Transmission Systems," 1 7 "
Subsection 3.3 "Wastewater Pump Stations"
design shall consider the potential for damage or interruption of operation due to flooding. Pump
station structures and electrical and mechanical equipment shall be designed to be protected from
physical damage by the 100-year flood event. Pump stations shall be designed to remain fully
operational and accessible during the 25-year flood event. Pump stations shall be designed to
avoid operational problems from the accumulation of grit.
Pump stations shall be designed to be readily accessible by maintenance vehicles, including
pumper trucks, during all weather conditions. Pump stations shall be designed and located on
the site to minimize adverse effects from odors, noise, and lighting. Pump stations shall be
located on the site to have a minimum separation of 20 feet from the edge of the CUE for the
pump station to edge of a body of water and 15 feet from the edge of the CUE for the pump station
to a residential structure (including appurtenances).
The effective volume of wet wells shall be based on design average flows and a filling time not to
exceed 30 minutes unless the facility is designed to provide flow equalization. The pump
manufacturer's duty cycle recommendations shall be utilized in selecting the minimum cycling
time. Pump stations requiring a pump motor of twenty horsepower or greater shall operate by a
VFD (variable frequency drive) that varies the operating speed of the pump based on wet well
water levels. Pump stations shall have a compacted earth berm on three sides with 3:1 slopes to
divert liquid toward the ROW. Top of berm shall be 12 inches wide and six inches higher than
back of curb (with curb) or edge of pavement (without curb). Minimum berm height shall be six
inches.
When a pump station has a peak design flow coming into the station greater than 500 gpm,
contact Public Utilities Engineering and Project Management Department for specifications.
A pump station that is connected connects directly to the a County force main from
a subdivision or site development, where multiple pump stations are or will be connected to said
force main-(Community Pump Station),and any pump station that receives flow from one or more
upstream pump stations or discharges through a force main 12 inches or larger (see FAC 62-
604.400 (2)(a)1) shall have uninterrupted pumping capability (standby diesel pump or generator)
with three days of fuel storage (compliant with Technical Specification 263213) and a concrete
pad for a future odor control system.
Except for grinder pump stations, which require Deviation approval, no new private pump stations
are allowed. Grinder pump stations are required to have a standard generator receptacle. All
other pump stations shall conform to these standards and shall be conveyed to the Collier County
Water-Sewer District in accordance with the utilities conveyance policies and procedures outlined
in the Collier County Utilities Standards and Procedures Ordinance (Ord. No. 2004-31 as
amended).
All pump stations shall have water available to them. Available water means a water main is
accessible in the adjacent ROW or CUE.
Landscaping is not required, per these standards, to be installed around wastewater pump
stations. If landscaping is provided, it shall be maintained by the developer, homeowners
association, or land owner and shall NOT be located in the CUE. Landscaping, if provided, shall
be located as to not block access or interfere with operations. If plant material dies, it is the
responsibility of the landscaping owner to replace it. The landscaping shall be maintained to not
block telemetry antenna line of site.
COLLIER COUNTY
WordOslGN CRITERIA are deletions; words underlined are additions. Page 16 of 19
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Section 2—Technical Specifications
SECTION 330130.16
TELEVISING AND INSPECTION OF GRAVITY SEWER SYSTEMS
PART 1 GENERAL
1.1 DESCRIPTION OF WORK
A. Work specified herein:
1. Furnish all labor, tools, test equipment and materials, including any and all
permits required to televise, inspect, video tapc, still photograph and
document the gravity wastewater collection systems.
1.2 QUALITY ASSURANCE
A. Utilize services of competent personnel in the field of TVFvideo inspection of
wastewater collection systems.
B. Schedule all work with ENGINEER.
C. Equipment used shall be in good working order and provide continuous operation
during Plivideo tape inspection.
D. VHS videotapes or DVDVideo recording media shall be of good visual quality
capable of slow motion and pausing without significant reduction of visual quality.
1.3 SUBMITTALS
A. Submit to the County Manager or designee a list of equipment and materials to be
used on the project, including all permits obtained prior to commencing with the
Work.
B. Engineer of Record shall certify and Ssubmit to the County Manager or designee
a copy of all television inspection log sheets and VHS videotapes or DVDvideo
recording media completed.
PART 2 MATERIALS
2.1 GENERAL
A. Equipment used shall be designed for use in gravity wastewater collection
systems. CONTRACTOR has the option of a County approved equal device or
other material than that which is specified. Submittals are required prior to
commencement of work.
Section 330130.16
COLLIER COUNTY TELEVISING AND INSPECTION OF
TECHNICAL SPECIFICATIONS GRAVITY SEWER SYSTEMS
Words stricken are deletions; words underlined are additions. Page 1 of 6
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2.2 TELEVISION CAMERA
A. Camera used shall be 360 degrco360-deqree COLOR RVC camera. Camera shall
be operative in 100% relative humidity and be specifically designed for the
environment. Camera shall have an integral lighting system capable of producing
clearly focused, well-defined images of the entire periphery of the pipe. Camera
shall have an integral depth measurement device capable of clearly showing the
depth of vertical dips. The quality of video picture and definition provided shall be
to the satisfaction of the ENGINEER and, if unsatisfactory, equipment shall be
removed and replaced with satisfactory equipment.
2.3 MONITOR
A. A-#High resolution TV monitor scrcenvideo shall be used. Quality of fnonitec-video
shall be to the satisfaction of the County Manager or designee.
2.4 VIDEO TAPE VERIFICATION EQUIPMENT
A. Furnish videotape equipment to provide a visual and audio recording of all areas
in the pipe. Videotape system at the site shall be capable of rewind, play back,
slow motion and stop motion. The videotape shall be 1/2 inch color
VHS,equipped with an audio channel for clearly recording the camera locations
and operator observations (cracks, leaks, service connections, etc.). The system
shall continuously indicate distance, in feet, from manhole to manhole and the
manhole-to-manhole run numbers on the video recording.
2.5 WINCHES
A. Furnish variable speed powered remote controlled winches for upstream and
downstream manhole locations to control two-way movement of the camera. If a
self-propelled camera is used, winches are not necessary.
2.6 POWER SUPPLY
A. Power supply shall be continuous. If night operations occur, supply all labor,
power and lighting equipment for operations, traffic safety, permits, etc.
PART 3 EXECUTION
3.1 GENERAL
A. All sanitary sewer gravity lines shall be televiewed televised at the
CONTRACTOR's expense_; and a A videotape of the subject mains shall be
provided prior to preliminary final acceptance and at the 1 y ar warranty
inspection by Collier County Utilities. Televiewing may only occur after the
stabilized subgrade has been installed and satisfactory density tests have been
submitted to Collier County Utilities. The sewer video inspection shall include
rotating the camera lens to inspect the interior of each sewer lateral.
Section 330130.16
COLLIER COUNTY TELEVISING AND INSPECTION OF
TECHNICAL SPECIFICATIONS GRAVITY SEWER SYSTEMS
Words stricken are deletions; words underlined are additions. Page 2 of 6
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B. Demonstrate the ability of the TV/video equipment (camera/light/video-tape/audio/
photograph system) to the satisfaction of the County Manager or designee.
Distance meter shall be furnished on the video tape recording. Meter shall be
checked using distances between manholes. Meter distances and actual
distances shall be consistent. Depth measurement device shall be visible in the
video recording during movement of the camera in the pipe.
3.2 TELEVISING/INSPECTION
A. Inspection shall be done one manhole section at a time. Stop flow into the section
being inspected prior to video inspection, unless otherwise approved in writing by
the County Manager or designee.
B. Locate video vehicle on upstream side of manhole. Video tape--in the downstream
direction such that camera movement is with the flow.
C. Insert the camera in the upstream manhole after flow restrictions required have
been accomplished. Flow into the system being inspected shall be stopped, with
the exception of service laterals into the system being inspected. Move camera
through the pipe tinespipelines at a moderate speed not exceeding 30 feet per
minute. Stop camera at locations where one or more of the following conditions is
observed:
1. Infiltration/inflow sources.
2. Service Laterals.
3. Structural defects including broken pipe; collapsed or collapsing pipe,
cracks, deterioration, punctures, etc.
4. Abnormal joint conditions such as misalignments, open joints and joints not
sealed.
5. Unusual conditions such as root intrusion, protruding pipes, in-line pipe size
changes, mineral deposits, grease and obstructions.
D. Stop camera long enough for a thorough visual inspection of the conditions. All
such conditions as specified above shall be audio recorded on videotape and the
inspection log sheet. Move the camera and rotate to obtain optimum view of the
conditions. If requested by the County Manager or designee, view problem areas
in the opposite direction by pulling the video camera from the opposite
direction at no additional cost to the COUNTY.
E. While the camera is stopped at each service connection, rotate the camera so as
to be able to view the service connection for a length of time that enables a good
visual inspection of the service connection for damage and infiltration. Be
Section 330130.16
COLLIER COUNTY TELEVISING AND INSPECTION OF
TECHNICAL SPECIFICATIONS GRAVITY SEWER SYSTEMS
Page 3 of 6
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responsible for measurements such as service lateral locations, if used for
subsequent rehabilitation work.
F. When, during the inspection operation, the television camera will not pass through
the entire manhole-to-manhole section, set up equipment so that the inspection
can be performed from the opposite manhole at no additional cost to the
COUNTY.
G. Prior to final acceptance, all manholes will
shall be televised and inspected. The complete interior of each manhole shall be
inspected and video recorded after the interior coating has been completed.
Manhole identification numbers shall be displayed on the video recording, and the
recording shall accompany the submittal of the gravity lines inspection. Any
deficiencies shall be corrected prior to acceptance by the County.
3.3 DOCUMENTATION
A. Furnish a detailed report and videotapes of the system inspected. The minimum
information supplied shall be the following:
1. Name and address of CONTRACTOR and the ENGINEER.
2. Name of OWNER, system(s) inspected, and OWNER's representative
involved.
3. Log reports:
a. Log sheet for each section of pipe
b. Separate line for each deficiency and location
c. Corresponding videotapes and location of each section of pipe and
deficiencies on tapevideo.
4. Video tapes shall be labeled with the following information:
a. System that is video taped recorded (street name and manhole to
manhole numbers) and log report number corresponding to videotape
b. Date video was tapedrecorded
c. CONTRACTOR's name and representative
d. OWNER's name
B. All tapes videos shall be rendered unable to be taped over after they are
completed.
Section 330130.16
COLLIER COUNTY TELEVISING AND INSPECTION OF
TECHNICAL SPECIFICATIONS GRAVITY SEWER SYSTEMS
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3.4 MAINTENANCE OF TRAFFIC
A. Be responsible for all maintenance of traffic around work site. CONTRACTOR
shall maintain traffic in accordance to all federal, state and local regulations. At no
additional cost to the COUNTY, submit a Maintenance of Traffic Plan, for review
and approval by Collier County DOT as necessary, prior to commencing work.
Obtain all necessary permits prior to commencing work, at no additional cost to
the COUNTY.
B. MOT shall also include construction and maintenance of any necessary detour
facilities, furnishings, installing and maintaining of traffic control and safety devices
during construction, control of dust, and any other special requirements for safe
and expeditious movement of traffic around or through the work site.
C. Be responsible for coordination with all affected agencies when roadways will be
closed or traffic will be detoured. No detours or roadway closings shall be
permitted unless specifically approved in writing by the County Manager or
designee or ENGINEER.
END OF SECTION
Section 330130.16
COLLIER COUNTY TELEVISING AND INSPECTION OF
TECHNICAL SPECIFICATIONS GRAVITY SEWER SYSTEMS
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Section 330130.16
COLLIER COUNTY TELEVISING AND INSPECTION OF
TECHNICAL SPECIFICATIONS GRAVITY SEWER SYSTEMS
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SECTION 330502
HIGH DENSITY POLYETHYLENE (HDPE) PIPE AND FITTINGS
PART 1 GENERAL
1.1 SCOPE OF WORK
A. Furnish all labor, materials, equipment, and incidentals required to install
High Density Polyethylene (HDPE) pressure pipe, fittings, and appurtenances as
shown on the Drawings and specified in the Contract Documents.
B. High Density Polyethylene (HDPE) — Collier County Utilities has the option
of approving the use of HDPE for pipeline crossings of roadways, ditches, canals,
and environmentally sensitive lands. HDPE mains shall have the same equivalent
internal diameter and equivalent pressure class rating as the corresponding PVC
pipe, unless otherwise approved by the County Manager or designee. For all
roadway crossings requiring casing pipe, a steel or DR 11 HDPE casing pipe must
be provided. The Department of Transportation having jurisdiction of said road
and right-of-way must grant specific approval.
1.2 REFERENCED STANDARDS
A. All standard specifications, i.e., Federal, ANSI, ASTM, etc., made a portion
of these Specifications by reference, shall be the latest edition and revision
thereof.
1.3 QUALIFICATIONS
A. Furnish all HDPE pipe, fittings, and appurtenances by a single manufacturer
who is fully experienced, reputable and qualified in the manufacture of the items to
be furnished.
B. Installer Certification is required for the CONTRACTOR installinq thermally butt-
fused HDPE pipe.
1.4 SUBMITTALS
A. Submit to the ENGINEER, a list of materials to be furnished, the names of
the suppliers, and the appropriate shop drawings for all HDPE pipe and fittings.
B. Submit the pipe manufacturer's certification of compliance with the
applicable sections of the Specifications.
C. Submit shop drawings showing installation method and the proposed
method and specialized equipment to be used.
Section 330502
COLLIER COUNTY HIGH DENSITY POLYETHYLENE
TECHNICAL SPECIFICATIONS (HDPE) PIPE AND FITTINGS
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1.5 INSPECTIONS AND TESTS
A. All work shall be inspected by the County Manager or designee who shall
have the authority to halt construction if, in his opinion, these specifications or
standard construction practices are not being followed. Whenever any portion
of these specifications is violated, the County Manager or designee, may order
further construction to cease until all deficiencies are corrected.
1.6 WARRANTY AND ACCEPTANCE
A. Warrant all work to be free from defects in workmanship and materials for a
period of one year from the date of completion of all construction and final utility
acceptance. If work meets these specifications, a letter of acceptance, subject to
the erone-year warranty period, shall be given . A final
acceptance letter shall be given upon final inspection at the end of the one year
ce specifications. In the
event deficiencies are discovered during the warranty period, the CONTRACTOR
shall correct them without additional charge to the COUNTY before final
acceptance, or the COUNTY wilimay otherwise correct them an4by drawing upon
the Utilities Performance Security for reimbursement of costs. During the warranty
period, the ENGINEER COUNTY will determine if warranty repairs or replacement
work shall be performed by the GONTRACTORis needed. The decision of the
ENGINEER COUNTY shall be binding upon the CONTRACTOROWNER.
RACTOR installing thermal butt fused HDPE
PART 2 PRODUCTS
2.1 POLYETHYLENE PIPE AND FITTINGS
A. Provide polyethylene pressure pipe manufactured from PE3408
polyethylene meeting AWWA C906 standards. When specified by the ENGINEER
on the construction drawings, as an alternate to PVC, HDPE (ductile iron pipe
sized) piping can be used for buried applications. Iron pipe sized (IPS) HDPE
piping can be used for below-ground applications as determined by the
ENGINEER.
B. The diameter of DR 11 HDPE casing pipe provided for roadway crossings or
other purposes shall conform to the following.
For HDPE pressure carrier pipes, casing spacers are not required when HDPE
DR11 (or DR17 for 42" to 54" or DR21 for 63") casing is used. The casing inside
diameter shall be a minimum of two inches larger than the carrier pipe's outside
diameter.
Section 330502
COLLIER COUNTY HIGH DENSITY POLYETHYLENE
TECHNICAL SPECIFICATIONS (HDPE) PIPE AND FITTINGS
Page 2 of 9
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HDPE to HDPE pipe
C. i e connections shall be bythermal butt fusion. Thermal
fusion shall be accomplished in accordance with the pipe manufacturer and fusion
equipment supplier specifications. The CONTRACTOR installing thermal butt
fused HDPE pipe shall be certified in this type of work and have a minimum of five
years experience performing this type of work. The CONTRACTOR shall provide
certification to the Engineer of Record, who will provide the Engineering Review
Services Department with the certification.
D. Qualification of Manufacturer: The Manufacturer shall have manufacturing
and quality control facilities capable of producing and assuring the quality of the
pipe and fittings required by these specifications. The Manufacturer's production
facilities shall be open for inspection by the County Manager or designee.
Qualified manufacturers shall be approved by the County Manager or designee.
E. See the County Approved Product List, Appendix F, for manufacturers that
are qualified. Products from other manufacturers proposed for the work must
receive approval from the County Manager or designee prior to ordering.
F. Materials: Materials used for the manufacture of polyethylene pipe and
fittings shall be PE3408 high density polyethylene meeting cell classification
345434C or 345434E per ASTM D3350; and meeting Type III, Class B or Class C,
Category 5, Grade P34 per ASTM D1248; and shall be listed in the name of the
pipe and fitting manufacturer in PPI (Plastics Pipe Institute) TR-4, Recommended
Hydrostatic Strengths and Design Stresses for Thermoplastic Pipe and Fittings
Compounds, with a standard grade rating of 1600 psi at 73°F. The Manufacturer
shall certify that the materials used to manufacture pipe and fittings meet these
requirements.
G. Polyethylene Pipe: Polyethylene pipe shall be manufactured in accordance
with ASTM F714, Polyethylene (PE) Plastic Pipe (SDR-PR) Based on Outside
Diameter or ASTM D3035, Polyethylene (PE) Plastic Pipe (DR-PR) Based on
Controlled Outside Diameter and shall be so marked. Each production lot of pipe
shall be tested for (from material or pipe) melt index, density, % carbon, (from
pipe) dimensions and either quick burst or ring tensile strength (equipment
permitting).
H. Color Identification: HDPE must have at least three equally spaced
horizontal colored marking stripes. Permanent identification of piping service shall
be provided by adhering to the following colors.
Blue — potable water (Underground HDPE pipe shall be one of the
following:
a. Solid-wall blue pipe;
b. Co-extruded blue external skin; or
Section 330502
COLLIER COUNTY HIGH DENSITY POLYETHYLENE
TECHNICAL SPECIFICATIONS (HOPE) PIPE AND FITTINGS
Page 3 of 9
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c. White or black pipe with blue stripes incorporated into, or
applied to, the pipe wall.
White — raw water
Green —wastewater, sewage
Pantone Purple — non-potable irrigation, reclaimed or reuse water
Polyethylene Fittings and Custom Fabrications: Polyethylene fittings and
custom fabrications shall be molded or fabricated by the pipe manufacturer. Butt
fusion outlets shall be made to the same outside diameter, wall thickness, and
tolerances as the mating pipe. All fittings and custom fabrications shall be fully
rated for the same internal pressure as the mating pipe. Pressure de-rated
fabricated fittings are prohibited.
J. Molded Fittings: Molded fittings shall be manufactured in accordance with
ASTM D3261, Butt Heat Fusion Polyethylene (PE) Plastic Fittings for Polyethylene
(PE) Plastic Pipe and Tubing, and shall be so marked. Each production lot of
molded fittings shall be subjected to the tests required under ASTM D3261.
K. X-Ray Inspection: The Manufacturer shall submit samples from each
molded fittings production lot to x-ray inspection for voids; and shall certify that
voids were not found.
L. Fabricated Fittings: Fabricated fittings shall be made by heat fusion joining
specially machined shapes cut from pipe, polyethylene sheet stock, or molded
fittings. Fabricated fittings shall be rated for internal pressure service equivalent to
the full service pressure rating of the mating pipe. Directional fittings 16" IPS and
larger such as elbows, tees, crosses, etc., shall have a plain end inlet for butt
fusion and flanged directional outlets. Part drawings shall be submitted for the
approval of the ENGINEER.
M. Polyethylene Flange Adapters: Flange adapters shall be made with
sufficient through-bore length to be clamped in a butt fusion joining machine
without the use of a stub-end holder. The sealing surface of the flange adapter
shall be machined with a series of small v-shaped grooves to provide gasketless
sealing, or to restrain the gasket against blow-out.
N. Back-up Rings and Flange Bolts: Flange adapters shall be fitted with lap
joint flanges pressure rated equal to or greater than the mating pipe. The lap joint
flange bore shall be chamfered or radiused to provide clearance to the flange
adapter radius. Flange bolts and nuts shall be Grade 2 or higher.
2.2 MANUFACTURER'S QUALITY CONTROL
A. The pipe and fitting manufacturer shall have an established quality control
program responsible for inspecting incoming and outgoing materials. Incoming
polyethylene materials shall be inspected for density, melt flow rate, and
Section 330502
COLLIER COUNTY HIGH DENSITY POLYETHYLENE
TECHNICAL SPECIFICATIONS (HDPE) PIPE AND FITTINGS
Page 4 of 9
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contamination. The cell classification properties of the material shall be certified
by the supplier; and verified by Manufacturer's Quality Control. Incoming
materials shall be approved by Quality Control before processing into finished
goods. Outgoing materials shall be checked for:
1. Outside diameter, wall thickness, and eccentricity as per ASTM D2122 at a
frequency of at least once/hour or once/coil, whichever is less frequent.
2. Out of Roundness at frequency of at least once/hour or once/coil, whichever is
less frequent.
3. Straightness, inside and outside surface finish, markings and end cuts shall be
visually inspected as per ASTM F714 on every length of pipe.
B. Quality Control shall verify production checks and test for:
1. Density as per ASTM D1505 at a frequency of at least once per extrusion lot.
2. Melt Index as per ASTM D1238 at a frequency of at least once per extrusion
lot.
3. Carbon content as per ASTM D1603 at a frequency of at least once per day per
extrusion line.
4. Quick burst pressure (sizes thru 4-inch) as per ASTM D1599 at a frequency of
at least once per day per line.
5. Ring Tensile Strength (sizes above 4-inch equipment permitting) as per ASTM
D2290 at a frequency of at least once per day per line.
6. ESCR (size permitting) as per ASTM F1248 at a frequency of at least once per
extrusion lot.
C. X-ray inspection shall be used to inspect molded fittings for voids, and
knit line strength shall be tested. All fabricated fittings shall be inspected for
joint quality and alignment.
2.3 COMPLIANCE TESTS
A. In case of conflict with Manufacturer's certifications, the CONTRACTOR,
ENGINEER, or County Manager or designee may request re-testing by the
manufacturer or have re-tests performed by an outside testing service. All re-
testing shall be at the requestor's expense; and shall be performed in accordance
with the Specifications.
Section 330502
COLLIER COUNTY HIGH DENSITY POLYETHYLENE
TECHNICAL SPECIFICATIONS (HDPE) PIPE AND FITTINGS
Page 5 of 9
Words stricken are deletions; words underlined are additions.
S
1 7 A
B. Installation shall be in accordance with Manufacturer's recommendations
and this specification. All necessary precautions shall be taken to ensure a safe
working environment in accordance with the applicable codes and standards.
PART 3 EXECUTION
3.1 INSTALLATION OF HIGH HIGH-DENSITY POLYETHYLENE PRESSURE PIPE
AND FITTINGS
A. Install all high high-density polyethylene (HDPE) pressure pipe by direct
bury, directional bore, or a method approved by the COUNTY or ENGINEER prior
to construction. If directional bore is used, or if directed by the County Manager or
designee or ENGINEER, surround the entire area of construction by silt barriers.
Install all high high-density polyethylene pressure pipe and fittings in accordance
with Manufacturer's recommendations, and this specification. Take all necessary
precautions to ensure a safe working environment in accordance with the
applicable codes and standards.
3.2 HEAT FUSION JOINING
A. Make joints between plain end pipes and fittings by butt fusion, and joints
between the main and saddle branch fittings by using saddle fusion using only
procedures that are recommended by the pipe and fitting Manufacturer. Ensure
that persons making heat fusion joints have received training and certification for
heat fusion in the Manufacturer's recommended procedure. Maintain records of
trained personnel, and shall certify that training was received not more than 12
months before commencing construction. External and internal beads shall not be
removed.
3.3 MECHANICAL JOINING
A. HDPE pipe and fittings shall be fused together by heat welding when
possible. HDPE pipe and fittings may be joined together or to other materials by
means of flanged connections with back-up rings, by mechanical joint adapter with
glands, or mechanical couplings designed for joining HDPE pipe or for joining
HDPE pipe to another material. A stainlesc stainless-steel sleeve insert shall be
used with a mechanical coupling. Mechanical couplings shall be fully pressure
rated and fully thrust restrained such that when installed in accordance with
manufacturer's recommendations, a longitudinal load applied to the mechanical
coupling will cause the pipe to yield before the mechanical coupling disjoins.
3.4 BRANCH CONNECTIONS
A. Make branch connections to the main with saddle fittings or tees. Saddle
fuse polyethylene saddle fittings to the main pipe.
Section 330502
COLLIER COUNTY HIGH DENSITY POLYETHYLENE
TECHNICAL SPECIFICATIONS (HDPE) PIPE AND FITTINGS
Page 6 of 9
Words strieken are deletions; words underlined are additions.
1 7 A
3.5 EXCAVATION
A. Excavate trenches in conformance to this specification, the plans and
drawings, or as authorized in writing by the County Manager or designee, and in
accordance with all applicable codes. Remove excess groundwater. Where
necessary, shore or reinforce trench walls.
3.6 LARGE DIAMETER FABRICATED FITTINGS
A. Butt fuse fabricated directional fittings 16" IPS and larger to the end of a
pipe. Make up the flanged directional outlet connections in the trench.
3.7 MECHANCIAL JOINT AND FLANGE INSTALLATION
A. Install mechanical joints and flange connections in accordance with the
Manufacturer's recommended procedure. Center and align flange faces to each
other before assembling and tightening bolts. Do not use the flange bolts to draw
the flanges into alignment. Lubricate bolt threads, and fit flat washers under the
flange nuts. Tighten bolts evenly according to the tightening pattern and torque
step recommendations of the Manufacturer. At least one hour after initial
assembly, re-tighten flange connections following the tightening pattern and
torque step recommendations of the Manufacturer. The final tightening torque
shall be 100 ft-lbs or less as recommended by the Manufacturer.
3.8 FOUNDATION AND BEDDING
A. Lay pipe on grade and on a stable foundation. Remove unstable or mucky
trench bottom soils, and install a 6-inch foundation or bedding of compacted Class
I material to pipe bottom grade. Remove excess groundwater from the trench
before laying the foundation or bedding and the pipe. A trench cut in rock or stony
soil shall be excavated to 6 inches below pipe bottom grade- and brought back to
grade with compacted Class I bedding. Remove all ledge rock, boulders, and
large stones.
3.9 PIPE HANDLING
A. When lifting with slings, use only wide fabric choker slings to lift, move, or
lower pipe and fittings. Do not use wire rope or chain. Slings shall be of sufficient
capacity for the load; and shall be inspected before use. Do not use worn or
defective equipment.
3.10 TESTING
A. Hydrostatic Pressure Testing: Pressure test and flush HDPE pipes after
swabbing in accordance with Section 022501 and 025400.
Section 330502
COLLIER COUNTY HIGH DENSITY POLYETHYLENE
TECHNICAL SPECIFICATIONS (HDPE) PIPE AND FITTINGS
Page 7 of 9
Words stricken are deletions; words underlined are additions.
C't o
1 7 A
END OF SECTION
Section 330502
COLLIER COUNTY HIGH DENSITY POLYETHYLENE
TECHNICAL SPECIFICATIONS (HDPE) PIPE AND FITTINGS
Page 8 of 9
Words stricken are deletions; words underlined are additions.
C'Ao
I 7A
NO TEXT FOR THIS PAGE
Section 330502
C-A0i
COLLIER COUNTY HIGH DENSITY POLYETHYLENE
TECHNICAL SPECIFICATIONS (HDPE) PIPE AND FITTINGS
Page 9 of 9
Words stricken are deletions; words underlined are additions.
17A
Section 4—Appendices,Appendix D: Utilities Conveyance Checklist
Utilities Conveyance Checklist
POTABLE WATER, NON-POTABLE IRRIGATION WATER AND WASTEWATER
FACILITIES ACCEPTANCE
Today's Date:
Project Name:
Original Utility
Project No. PL#:
(AR/PL):
Submittal Requirements
N/A review i accepttem ed Item Needed Notes
11. ❑ ❑ ❑ Final Utility Conveyance Acceptance-Application
2. ❑ ❑ ❑ Addressing Checklist(ID number or Folio number of Property)
Legal Documents
' Item
"
N/A review accepted cept Item Needed Notes
1. ❑ ❑ ❑ Attorney's Affidavit
2. 0 ❑ 0 Owner's Affidavit
3. 0 0 0 Warranty Deed/Bill of Sale with Exhibit B per Utilities Standards and Procedures
Ordinance Section 134-60(b)(4), Code of Laws and Ordinances1-?6
4. 0 0 0 Utilities Facilities Securities Subordination (required when any security
interest in the utility facilities/systems is involved). UCC-1(s)can be subordinated by a
Subordination or by use of UCC-3(s)if not released by Subordination.
5. ❑ ❑ 0 Deed of Utility Easement- Copy of last Deed that conveyed title of the
Associated Real Property and Copy of all Utility Easements then being
conveyed to the County, including legal description with Surveyor's
Sketch of Easement.
(Utility easements are not required provided all utility facilities then being conveyed are
in public right-of way, are in then existing utility easements,or are in CUEs)
. ❑ 0 0 Utilities Performance Security (UPS) per Utilities Standards and Procedures
Ordinance Section 134-58(e), Code of Laws and Ordinances1-024-0f-TOtai-Cost-
ginal-Obligations-sasil-be-nd-ef-- R-6939-&-alaeve)
7. ❑ 0 ❑ Final Release of Lien from Utility Contractor for the system(s) or
portion(s) thereof constructed
Page 1 of 3
i Rev.7428482/2021
Words stricken are deletions; words underlined are additions.
it
CHECKLIST I I 4
WATER&SEWER FACILITIES ACCEPTANCE
COUNTY ORDINANCE 97-17,AS AMENDED
Page 2
❑ ❑ ❑
{�
. Q U ❑ Final Attorney's Affidavit (provide upon recording legal documents)
ests, Certifications and Supplemental Documents
N/A In Item Notes
review accepted Item Needed
1. ❑ ❑ ❑ Sewer Video of constructed gravity sewer(Sewer Report & Master Utility
Sheet)
2. ❑ ❑ ❑ Certification of pressure testing of wastewater force mains by Engineer of
Record
3. ❑ ❑ ❑ Certification of the infiltration/exfiltration tests for the sewer lines by
Engineer of Record
4. ❑ ❑ ❑ Coating certification from the manufacturer or a professional testing
laboratory for all manholes, wet wells and valve vault.
5. ❑ ❑ ❑ Lift station(s) start up report(s)
6. ❑ ❑ ❑ Electrical Contractor's certification of Lift Station electric service wire
sizing and voltage drop pursuant to National Electrical Code
Specifications
7. ❑ ❑ ❑ Start-up and successful testing of Data Flow telemetry equipment
(AR-7936&above)
8. ❑ ❑ ❑ Certification of pressure testing of water and non-potable irrigation mains
by Engineer of Record
9. ❑ ❑ ❑ Letter by Engineer certifying that:
• All water, non-potable irrigation and/or sewer facilities are located
within the public right-of-way or dedicated easements
• All the utilities system(s), or portion(s) thereof, has been
constructed in accordance with County Ordinances and
Regulations, including the required color for piping
10. ❑ ❑ ❑ One year(1) Warranty on work performed and system(s) or portion(s)
thereof installed by Utilities Contractor
11. ❑ ❑ ❑ Engineer's Final Payment Confirmation
11 2. ❑ ❑ ❑ DEP Certification Form and copy of General Permit for WATER facilities
(including interim facilities, if applicable);
13. ❑ ❑ ❑ DEP WATER Certification approval to be forwarded when received
Page 2 of 3
Words stricken are deletions; words underlined are additions. Rev.07i20182i2021
(Ao
CHECKLIST 7 A
WATER &SEWER FACILITIES ACCEPTANCE
COUNTY ORDINANCE 97-17,AS AMENDED
Page 3
14. ❑ ❑ ❑ DEP Certification Form and copy of General Permit for SEWER facilities
(including interim facilities, if applicable);
15. ❑ ❑ ❑ DEP SEWER Certification approval to be forwarded when received
16. ❑ ❑ ❑ DEP Certification Form and copy of General Permit for(RECLAIMED)
NON-POTABLE IRRIGATION WATER facilities (including interim
facilities, if applicable); In-service Letter to be forwarded when received
17. ❑ ❑ ❑ Lab results on bacteriological tests for potable water mains
18. ❑ ❑ ❑ Satisfactory Test Reports and Certification of backflow device by Certified
Laboratory.
19. ❑ ❑ ❑ Verification of Final Cost(Include materials and labor, misc.)
Cost breakdown —Contributory Assets for County/Private Materials
(materials only)
(i.e.detailed quantities,sizes, unit cost,total cost,etc)
20 ❑ 0 ❑ Letter from the Fire District regarding ownership and maintenance of
fire hydrants
21. ❑ ❑ ❑ Signed copy of field fire flow testing by the applicable Fire Control District
Engineering Documents
N/A In Item
review accepted Item Needed Notes
1. ❑ ❑ ❑ One (1) complete set of Record Drawings to include all utilities and all
related underground work signed and sealed by the Engineer of Record
for potable water, non-potable irrigation water and / or wastewater
system(s) or portion(s) thereof
2. ❑ ❑ ❑ One (1) computer-generated disk of Record Drawings in CAD and PDF
format per Utilities Standards and Procedures Ordinance Section 134-58(e), Code of
Laws and Ordinances
3. ❑ LI ❑ Longitude and latitude shall appear on detail sheet. (AR-7936&above)
Office Use Only below this line
Ow Owls Os ❑IRR
Page 3 of 3
Rev.07/20182/2021
Words stricken are deletions; words underlined are additions.
1 ? A
Acct #324207
June 22, 2021
Attn: Legals
Naples News Media Group
1100 Immokalee Road
Naples, Florida 34110
Re: Resolution - Amendments to Utilities Standards Manual
Dear Legals:
Please advertise the above referenced notice (in the Classified Section of the paper)
on Wednesday, June 30, 2021 and kindly send the Affidavit of Publication, together
with charges involved, to this office.
Thank you.
Sincerely,
Martha Vergara,
Deputy Clerk
P.O. #4500211329
1 7 A
NOTICE OF HEARING
Notice is hereby given that a public hearing will be held by the Collier County Board of County Commissioners
on June 22,2021, in the Board of County Commissioners Meeting Room, Third Floor,Collier Government
Center, 3299 Tamiami Trail East,Naples FL.,the Board of County Commissioners(BCC)will consider the
enactment of a County Resolution. The meeting will commence at 9:00 A.M. The title of the proposed
Resolution is as follows:
A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY,
FLORIDA,AS THE GOVERNING BODY OF COLLIER COUNTY,FLORIDA AND EX-OFFICIO
GOVERNING BOARD OF THE COLLIER COUNTY WATER-SEWER DISTRICT,APPROVING
AMENDMENTS TO THE COLLIER COUNTY WATER-SEWER DISTRICT'S UTILITIES
STANDARDS MANUAL,WHICH IS AN INTEGRAL PART OF COLLIER COUNTY ORDINANCE NO.
2004-31,AS AMENDED,KNOWN AS THE COLLIER COUNTY UTILITIES STANDARDS AND
PROCEDURES ORDINANCE,WHICH IS CODIFIED IN CHAPTER 134,ARTICLE III OF THE CODE
OF LAWS AND ORDINANCES; AND PROVIDING FOR AN EFFECTIVE DATE TO COINCIDE WITH
THE COMPANION AMENDING ORDINANCE.
A copy of the proposed Resolution is on file with the Clerk to the Board and is available for inspection. All
interested parties are invited to attend and be heard.
NOTE:All persons wishing to speak on any agenda item must register with the County manager prior to presentation
of the agenda item to be addressed. Individual speakers will be limited to 3 minutes on any item. The selection of
any individual to speak on behalf of an organization or group is encouraged. If recognized by the Chairman, a
spokesperson for a group or organization may be allotted 10 minutes to speak on an item.
Persons wishing to have written or graphic materials included in the Board agenda packets must submit said
material a minimum of 3 weeks prior to the respective public hearing. In any case, written materials intended to be
considered by the Board shall be submitted to the appropriate County staff a minimum of seven days prior to the
public hearing. All materials used in presentations before the Board will become a permanent part of the record.
As part of an ongoing initiative to promote social distancing during the COVID-19 pandemic,the public will have
the opportunity to provide public comments remotely,as well as in person, during this proceeding. Individuals
who would like to participate remotely, should register up to 6 days in advance through the link provided on the
front page of the county website at www.colliercountyfl.gov. Individuals who register will receive an email in
advance of the public hearing detailing how they can participate remotely in this meeting.
Any person who decides to appeal any decision of the Board will need a record of the proceedings pertaining
thereto and therefore, may need to ensure that a verbatim record of the proceedings is made,which record includes
the testimony and evidence upon which the appeal is based.
If you are a person with a disability who needs any accommodation in order to participate in this proceeding,you
are entitled, at no cost to you,to the provision of certain assistance. Please contact the Collier County Facilities
Management Division, located at 3335 Tamiami Trail East, Suite 101,Naples, FL 34112-5356, (239)252-8380, at
least two days prior to the meeting. Assisted listening devices for the hearing impaired are available in the Board
of County Commissioners Office.
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
PENNY TAYLOR., CHAIRMAN
CRYSTAL K. KINZEL, CLERK
By: Martha Vergara, Deputy Clerk(SEAL)
1 7 A
Martha S. Vergara
From: Gannett Legals Public Notices 4 <ganlegpubnotices4@gannett.com>
Sent: Tuesday, June 22, 2021 3:34 PM
To: Martha S. Vergara
Subject: RE:4793624 Resolution - Amendment to the Utilities Standards & Procedures Manual
Attachments: OrderConf.pdf
External Message: Please use caution when opening attachments, clicking links, or replying to this message.
Hello,
Your notice is scheduled to publish Jun 30 in the Desert Sun. The total cost of your notice is $539, which
includes a publisher affidavit that will be mailed to you after the last date of publication.
Thank you,
`lath or,',i\;',;'b r
Pubic Nc e <:i> er1taI:vc
VIVO '` L.O+CALIQ
Office:844-254-5287
From: Martha S. Vergara <Martha.Vergara@collierclerk.com>
Sent:Tuesday,June 22, 2021 2:19 PM
To: NDN-Legals<legals@naplesnews.com>
Subject:4793624 Resolution -Amendment to the Utilities Standards& Procedures Manual
Hello,
Please advertise the following attached on Wednesday,June 30, 2021.
(Please place this ad were legal notices are placed.)
Please forward an ok when received, if you have any questions feel free to call.
Thanks,
1
1 7 A
I
PART OF THE USA TODAY NETWORK
BCC COMPREHENSIVE PL
3299 TAMIAMI TRL E 700
NAPLES FL 34112-
Account AD# Net Amount Tax Amount Total Amount Payment Method Payment Amount Amount Due
1303804 0004793624 $539.00 $0.00 $539.00 Invoice $0.00 $539.00
Sales Rep: mweber Order Taker: mweber Order Created 06/22/2021
Product #Ins Column Agate Lines Start Date End Date
NDN-Naples Daily News 1 2.00 154 06/30/2021 06/30/2021
NDN-naplesnews.com 1 2.00 154 06/30/2021 06/30/2021
ALL TRANSACTIONS CONSIDERED PAID IN FULL UPON CLEARANCE OF FINANCIAL INSTITUTION
Text of Ad: 06/22/2021 1 7 A
NOTICE OF HEARING
Notice is hereby given that a public hearing will be held by the
Collier CountyBoard of County Commissioners on June 22,2021,
in the Board of County Commissioners Meeting Room, Third
Floor, Collier Government Center, 3299 Tamiami Trail East, Na-
ples FL., the Board of County Commissioners (BCC) will consider
the enactment of a County Resolution. The meeting will com-
mence at 9:00 A.M. The title of the proposed Resolution is as
follows:
A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF
COLLIER COUNTY, FLORIDA, AS THE GOVERNING BODY OF COL-
LIER COUNTY, FLORIDA AND EX-OFFICIO GOVERNING BOARD OF
THE COLLIER COUNTY WATER-SEWER DISTRICT, APPROVING
AMENDMENTS TO THE COLLIER COUNTY WATER-SEWER DIS-
TRICT'S UTILITIES STANDARDS MANUAL, WHICH IS AN INTE-
GRAL PART OF COLLIER COUNTY ORDINANCE NO. 2004-31, AS
AMENDED, KNOWN AS THE COLLIER COUNTY UTILITIES STAND-
ARDS AND PROCEDURES ORDINANCE, WHICH IS CODIFIED IN
CHAPTER 134, ARTICLE III OF THE CODE OF LAWS AND ORDI-
NANCES; AND PROVIDING FOR AN EFFECTIVE DATE TO COIN-
CIDE WITH THE COMPANION AMENDING ORDINANCE.
A copy of the proposed Resolution is on file with the Clerk to
the Board and is available for inspection. All interested parties
are invited to attend and be heard.
NOTE: All persons wishing to speak on any agenda item must
register with the County manager prior to presentation of the
agenda item to be addressed. Individual speakers will be limit-
ed to 3 minutes on any item. The selection of any individual to
speak on behalf of an organization or group is encouraged. If
recognized by the Chairman, a spokesperson for a group or or-
ganization may be allotted 10 minutes to speak on an item.
Persons wishing to have written or graphic materials included in
the Board agenda packets must submit said material a minimum
of 3 weeks prior to the respective public hearing. In any case,
written materials intended to be considered by the Board shall
be submitted to the appropriate County staff a minimum of
seven days prior to the public hearing. All materials used in pre-
sentations before the Board will become a permanent part of
the record.
As part of an ongoing initiative to promote social distancing
during the COVID-19 pandemic, the public will have the oppor-
tunity to provide public comments remotely, as well as in per-
son, during this proceeding. Individuals who would like to par-
ticipate remotely, should register up to 6 days in advance
through the link provided on the front page of the county
website at www.colliercountyfl.gov. Individuals who register
will receive an email in advance of the public hearing detailing
how they can participate remotely in this meeting.
Any person who decides to appeal any decision of the Board
will need a record of the proceedings pertaining thereto and
therefore, may need to ensure that a verbatim record of the
proceedings is made, which record includes the testimony and
evidence upon which the appeal is based.
If you are a person with a disability who needs any accommoda-
tion in order to participate in this proceeding, you are entitled,
at no cost to you, to the provision of certain assistance. Please
contact the Collier County Facilities Management Division, locat-
ed at 3335 Tamiami Trail East, Suite 101, Naples, FL 34112-5356,
(239) 252-8380, at least two days prior to the meeting. Assisted
listening devices for the hearing impaired are available in the
Board of County Commissioners Office.
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY,FLORIDA
PENNY TAYLOR.,CHAIRMAN
CRYSTAL K.KINZEL,CLERK
By: Martha Vergara,Deputy Clerk(SEAL)
Pub Dates:June 30,2021 #4793624
Martha S. Vergara f A
From: Gannett Legals Public Notices 4 <ganlegpubnotices4@gannett.com>
Sent: Tuesday, June 22, 2021 3:19 PM
To: Martha S. Vergara
Subject: DO NOT REPLY
External Message: Please use caution when opening attachments, clicking links, or replying to this message.
This is an auto generated email, please do not reply.
Please note the Legal Dept will be closed July 5th for the Holiday. Early deadlines will be in effect
ask for details to avoid any delays in processing and publishing.
The legal department has received your email and will be processing your notice as soon as possible.
We will provide a proof as well as publication dates, cost and payment requirements prior to the notice
running.
All Legal/Public Notices will be processed for the desired publication if received by deadline.
Office Hours: Monday— Friday 8:00 am -5:00 pm CST/EST
Thank you for your business.
Gannett Legal/Public Notice Department
17A
Martha S. Vergara
From: Martha S. Vergara
Sent: Wednesday, June 23, 2021 8:08 AM
To: RodriguezWanda; ChmelikTom; 'raineyjennifera@colliercountyfl.gov'; 'PerryDerek'
Subject: Resolution - Amendment to Utilities Standards Manual
Attachments: OrderConf.pdf
Morning All,
Attached is the above referenced ad request.
Please let me know of any changes needed.
Thanks,
Martha Vergara
BMR &VAB Senior Deputy Clerk
Office: 239-252-7240
`'%. Fax: 239-252-8408
E-mail: martha.vergara@CoilierClerk.com
Office of the Clerk of the Circuit Court
& Comptroller of Collier County
, ti " 3299 Tamiami Trail E, Suite #401
Naples, FL 34112
www.CollierClerk.com
i
Martha S. Vergara 1 7 A
From: ChmelikTom <Tom.Chmelik@colliercountyfl.gov>
Sent: Wednesday, June 23, 2021 9:06 AM
To: RodriguezWanda
Cc: PerryDerek; FeyEric; RaineyJenniferA
Subject: • Utilities Ordinance and Manual ads
Attachments: ad proof: Resolution - Amendment to Utilities Standards Manual; ad proof: Ord.
Amending Ord. 2004-31 Utilities Standards & Procedures Ord.
Wanda,
Both ads are approved as requested in your two attached emails. Thank you for your prompt assistance.
Respectfully,
Tom Chmelik
Division Director
Co r County
Public Utilities Department
Engineering& Project Management Division
Motto: "Continuous Improvement"
3339 Tamiami Trail East, Suite 303, Naples, FL 34112-5361
Phone: 239-252-6213 Cell: 239-438-0824
www.colliercountyfl.gov
"HOW ARE WE DOING?" Please click here for our Customer Service Survey
Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response to a
public records request, do not send electronic mail to this entity. Instead, contact this office by telephone or in writing.
1
11A
Martha S. Vergara
From: PerryDerek <Derek.Perry@colliercountyfl.gov>
Sent: Thursday, June 24, 2021 9:08 AM
To: RodriguezWanda
Cc: CrotteauKathynell
Subject: RE: proof for approval: Resolution - Amendment to Utilities Standards Manual
Wanda: This item is approved.
Thank you,
Derek D. Perry
Assistant County Attorney
(239) 252-8066
From: RodriguezWanda <Wanda.Rodriguez@colliercountyfl.gov>
Sent:Thursday,June 24, 2021 8:58 AM
To: PerryDerek<Derek.Perry@colliercountyfl.gov>
Cc: CrotteauKathynell <Kathynell.Crotteau@colliercountyfl.gov>
Subject: FW: proof for approval: Resolution -Amendment to Utilities Standards Manual
Derek,
Have you had a chance to look at this yet?
From: RodriguezWanda
Sent: Wednesday, June 23, 2021 8:20 AM
To: PerryDerek<Derek.Perry@colliercountyfl.gov>
Subject: proof for approval: Resolution -Amendment to Utilities Standards Manual
Derek,
For your approval.
Wanda Rodriguez, MCP, CPM
Office of the County .Attorney
(239) 252-8400
From: Martha S. Vergara <Martha.Vergara@collierclerk.com>
Sent: Wednesday,June 23, 2021 8:08 AM
To: RodriguezWanda <Wanda.Rodriguez@colliercountyfl.gov>; ChmelikTom <Tom.Chmelik@colliercountyfl.gov>;
'raineyjennifera@colliercountyfl.gov' <raineyiennifera@colliercountyfl.gov>; PerryDerek
<Derek.Perry@colliercountyfl.gov>
Subject: Resolution -Amendment to Utilities Standards Manual
i
Martha S. Vergara 1 7 A
From: RodriguezWanda <Wanda.Rodriguez@colliercountyfl.gov>
Sent: Thursday,June 24, 2021 9:29 AM
To: Minutes and Records; Martha S. Vergara
Cc: ChmelikTom; RaineyJenniferA
Subject: proof approval: Resolution -Amendment to Utilities Standards Manual
Attachments: OrderConf.pdf; Utilities Ordinance and Manual ads; RE: proof for approval: Resolution -
Amendment to Utilities Standards Manual
Martha,
Staff and CAO approvals are attached. Thank you,
Wanda Rodriguez, ACT, CP.t4
Office of the County .attorney
(239) 252-8400
From: Martha S. Vergara <Martha.Vergara@collierclerk.com>
Sent: Wednesday,June 23, 2021 8:08 AM
To: RodriguezWanda <Wanda.Rodriguez@colliercountyfl.gov>; ChmelikTom <Tom.Chmelik@colliercountyfl.gov>;
'raineyjennifera@colliercountyfl.gov' <raineyjennifera@colliercountyfl.gov>; PerryDerek
<Derek.Perry@colliercountyfl.gov>
Subject: Resolution -Amendment to Utilities Standards Manual
This email is from an external source. Confirm this is a trusted sender and use extreme caution when
opening attachments or clicking links.
Morning All,
Attached is the above referenced ad request.
Please let me know of any changes needed.
Thanks,
1
17A
Martha S. Vergara
From: Martha S. Vergara
Sent: Thursday,June 24, 2021 9:45 AM
To: 'Gannett Legals Public Notices 4'
Subject: RE:4793624 Resolution -Amendment to the Utilities Standards & Procedures Manual
Hi Madison,
This ad proof has been reviewed and approved by the legal department.
Please proceed with publishing as requested.
Thanks,
Martha
From: Gannett Legals Public Notices 4<ganlegpubnotices4@gannett.com>
Sent: Tuesday,June 22, 2021 3:34 PM
To: Martha S. Vergara <Martha.Vergara@collierclerk.com>
Subject: RE: 4793624 Resolution -Amendment to the Utilities Standards & Procedures Manual
E x =rr, 41 1414>, <a, rx: Please use caution when opening attachments,clicking links, or replying to this message.
Hello,
Your notice is scheduled to publish Jun 30 in the Desert Sun. The total cost of your notice is $539, which
includes a publisher affidavit that will be mailed to you after the last date of publication.
Thank you,
USA ORK L/' /+/�LI
NCTWQit1{ ''VV�\rrM
844-254-5287
From: Martha S. Vergara <Martha.Vergara@collierclerk.com>
Sent:Tuesday,June 22, 2021 2:19 PM
To: NDN-Legals<legals@naplesnews.com>
Subject: 4793624 Resolution -Amendment to the Utilities Standards & Procedures Manual
1
(!(42 1)
1 7 A
1OD I WEDNESDAY, JUNE 30,2021 I NAPLES DAILY NEWS
Public Notices
NOTICE OF HEARING
Notice is hereby given that a public hearing will be held by the
Collier County Board of County Commissioners on June 22,2021,
in the Board of County Commissioners Meeting Room, Third
Floor, Collier Government Center, 3299 Tamiami Trail East, Na-
ples FL., the Board of County Commissioners (BCC) will consider
the enactment of a County Resolution. The meeting will com-
mence at 9_00 A.M. The title of the proposed Resolution is as
follows:
A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF
COLLIER COUNTY, FLORIDA, AS THE GOVERNING BODY OF COL-
LIER COUNTY, FLORIDA AND EX-OFFICIO GOVERNING BOARD OF
THE COLLIER COUNTY WATER-SEWER DISTRICT, APPROVING
AMENDMENTS TO THE COLLIER COUNTY WATER-SEWER DIS-
TRICT'S UTILITIES STANDARDS MANUAL, WHICH IS AN INTE-
GRAL PART OF COLLIER COUNTY ORDINANCE NO. 2004-31, AS
AMENDED, KNOWN AS THE COLLIER COUNTY UTILITIES STAND-
ARDS AND PROCEDURES ORDINANCE, WHICH IS CODIFIED IN
CHAPTER 134, ARTICLE III OF THE CODE OF LAWS AND ORDI-
NANCES; AND PROVIDING FOR AN EFFECTIVE DATE TO COIN-
CIDE WITH THE COMPANION AMENDING ORDINANCE.
A copy of the proposed Resolution is on file with the Clerk to
the Board and is available for inspection. All interested parties
are invited to attend and be heard.
NOTE: All persons wishing to speak on any agenda item must
register with the County manager prior to presentation of the
agenda item to be addressed. Individual speakers will be limit-
ed to 3 minutes on any item. The selection of any individual to
speak on behalf of an organization or group is encouraged. If
recognized by the Chairman, a spokesperson for a group or or-
ganization may be allotted 10 minutes to speak on an item.
Persons wishing to have written or graphic materials included in
the Board agenda packets must submit said material a minimum
of 3 weeks prior to the respective public hearing. In any case,
written materials intended to be considered by the Board shall
be submitted to the appropriate County staff a minimum of
seven days prior to the public hearing. All materials used in pre-
sentations before the Board will become a permanent part of
the record.
As part of an ongoing initiative to promote social distancing
during the COVID-19 pandemic, the public will have the oppor-
tunity to provide public comments remotely, as well as in per-
son, during this proceeding. Individuals who would like to par-
ticipate remotely, should register up to 6 days in advance
through the link provided on the front page of the county
website at www.colliercountyfl.gov. Individuals who register
will receive an email in advance of the public hearing detailing
how they can participate remotely in this meeting.
Any person who decides to appeal any decision of the Board
will need a record of the proceedings pertaining thereto and
therefore, may need to ensure that a verbatim record of the
proceedings is made, which record includes the testimony and
evidence upon which the appeal is based.
If you are a person with a disability who needs any accommoda-
tion in order to participate in this proceeding, you are entitled,
at no cost to you, to the provision of certain assistance. Please
contact the Collier County Facilities Management Division, locat-
ed at 3335 Tamiami Trail East, Suite 101, Naples, FL 34112-5356,
4 (239) 252-8380, at least two days prior to the meeting. Assisted
listening devices for the hearing impaired are available in the
Board of County Commissioners Office.
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY,FLORIDA
PENNY TAYLOR.,CHAIRMAN
CRYSTAL K.KINZEL,CLERK
By: Martha Vergara,Deputy Clerk(SEAL)
Pub Dates:June 30,2021 #4793624
4.1 1 ? A
S. Batt
,atitt .
PART OF THE USA TODAY NETWORK
Published Daily
Naples, FL 34110
BCC COMPREHENSIVE PL ANNING DEV
3299 TAMIAMI TRL_ E 700
NOTICE OF HEARING
NAPLES, FL 34112
Notice is hereby given that a public hearing will be held by the
Collier County Board of County Commissioners on June 22,2021,
in the Board of County Commissioners Meeting Room, Third
Affidavit of Publication Floor, Collier Government Center, 3299 Tamiami Trail East,STATE OF WISCONSIN Na-
ples FL, the Board of County Commissioners (BCC)will consider
the enactment of a County Resolution. The meeting will corn-
COUNTY OF BROWN mence at 9:00 A.M. The title of the proposed Resolution is as
follows:
Before the undersigned they serve as the authority, A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF
COLLIER COUNTY, FLORIDA,AS THE GOVERNING BODY OF COL-
personally appeared said legal clerk who on oath says that LIER COUNTY,FLORIDA AND EX-OFFICIO GOVERNING BOARD OF
he/she :serves as Legal Clerk of the Naples Daily News, a THE COLLIER COUNTY WATER-SEWER DISTRICT, APPROVING
AMENDMENTS TO THE COLLIER COUNTY WATER-SEWER DIS-
daily newspaper published at Naples, in Collier County, TRICT'S UTILITIES STANDARDS MANUAL, WHICH IS AN INTE-
Florida• distributed in Collier and Lee counties of Florida; GRAL PART OF COLLIER COUNTY ORDINANCE NO, 2004-31, AS
AMENDED, KNOWN AS THE COLLIER COUNTY UTILITIES STAND-
that the attached copy of the advertising was published in ARDS AND PROCEDURES ORDINANCE, WHICH IS CODIFIED IN
Said newspaper on dates listed. Affiant further says that the CHAPTER 134, ARTICLE III OF THE CODE OF LAWS AND ORDI-
NANCES; AND PROVIDING FOR AN EFFECTIVE DATE TO COIN-
said Naples Daily News is a newspaper published at CIDE WITH THE COMPANION AMENDING ORDINANCE.
Naples, in said Collier County, Florida, and that the said A copy of the proposed Resolution is on file with the Clerk to
newspaper has heretofore been continuously published in the Board and is available for inspection. All interested parties
said are invited to attend and be heard.
Collier County, Florida: distributed in Collier and Lee NOTE: All persons wishing to speak on any agenda item roust
counties of Florida, each day and has been entered as register with the County manager prior to presentation of the
agenda Item to be addressed. Individual speakers will be limit-
second class mail matter at the post office in Naples, in ed to 3 minutes on any item. The selection of any individual to
said Collier County, Florida, for a period of one year next speak on behalf of an organization or group is encouraged: If
recognized by the Chairman, a spokesperson for a group or or•
preceding the first publication of the attached copy of ganization may allotted 10 minutes to speak on an item.
advertisement; and uffi,n; further says that he has neither Persons wishing to have written or graphic materials included in
paid nor proini,ec1 any person. or corporation any discount, the Board agenda packets must submit said material a minimum
rebate, commission or refund for the purpose of securing of 3 weeks prior to the respective public hearing. Jn any case,
written materials intended to be considered by the Board shall
this advertisement for publication in the said newspaper. be submitted to the appropriate County staff a minimum of
seven days prior to the public hearing.All materials used in pre-
sentations before the Board will become a permanent part of
Published:06/30/2021 the record.
As part: of an ongoing initiative to promote social distancing
during the COVID-19 pandemic, the public will have the oppor-
tunity to provide public comments remotely, as well as in per-
son, during this proceeding. Individuals who would like to par-
Subscribed and sworn to before on June 30, 2021. ticipate remotely, should register up to 6 days in advance
through the link provided on the front page of the county
website at www,colliercountyfl.gov. Individuals who register
will receive an email in advance of the public hearing detailing
how they can participate remotely in this meeting.
Any person who decides to appeal any decision of the Board
Notary, State of Wi,County of Brown will need a record of the proceedings pertaining thereto and
therefore, may need to ensure that a verbatim record of the
�.._ proceedings is made, which record includes the testimony and
evidence upon which the appeal is based.
If you are a person with a disability who needs any accommoda-
s'. r;s i r• tion in order to participate in this proceeding, you are entitled,
at no cost to you, to the provision of certain assistance, Please
contact the Collier County Facilities Management Division, locat-
ed at 3335 Tamiami Trail East,Suite 101,Naples,FL 34112-5356,
(239)252-8380, at least two days prior to the meeting. Assisted
My commission expires August 6, 2021 listening devices for the hearing impaired are available in the
Board of County Commissioners Office.
BOARD OF COUNTY COMMISSIONERS
Publication Cost: $539.00 COLLIER COUNTY,FLORIDA
PENNY TAYLOR.,CHAIRMAN
Ad No: 0004793674
Customer No: 1303804 CRYSTAL K.KINZEL,CLERK
PO#: Commissioners Pub
Martha Vergara,Deputy Clerk(SEAL)
Pub Dates:June 30,2021 44793624
#of Affidavits)
This is not an invoice
ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP 1 7 A
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO
THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE
Print on pink paper. Attach to original document. The completed routing slip and original documents are to be forwarded to the County Attorney Office
at the time the item is placed on the agenda. All completed routing slips and original documents must be received in the County Attorney Office no later
than Monday preceding the Board meeting.
**NEW** ROUTING SLIP
Complete routing lines#1 through#2 as appropriate for additional signatures,dates,and/or information needed. If the document is already complete with the
exception of the Chairman's signature,draw a line through routing lines#1 through#2,complete the checklist,and forward to the County Attorney Office.
Route to Addressee s (List in routing order) Office Initials Date
3 County Attorney Office County Attorney Office
Db e 0112-k
4. BCC Office Board of County c b Commissioners ) 7/1-691
5. Minutes and Records Clerk of Court's Office ter+ 1C1}2 r (,,011VL-
PRIMARY CONTACT INFORMATION
Normally the primary contact is the person who created/prepared the Executive Summary. Primary contact information is needed in the event one of the addressees
above,may need to contact staff for additional or missing information.
Name of Primary Staff Eric Fey/Public Utilities Engineering& Phone Number 252-1037
Contact/ Department Project Management Division
Agenda Date Item was 7/13/2021 Agenda Item Number 17A
Approved by the BCC
Type of Document Resolution ^ ' �� Number of Original 1
Attached o,L 1 Documents Attached
PO number or account
number if document is
to be recorded
INSTRUCTIONS & CHECKLIST
Initial the Yes column or mark"N/A"in the Not Applicable column,whichever is Yes N/A(Not
appropriate. (Initial) Applicable)
1. Does the document require the chairman's original signature?
2. Does the document need to be sent to another agency for additional signatures? If yes, N/A
provide the Contact Information(Name;Agency;Address;Phone)on an attached sheet.
3. Original document has been signed/initialed for legal sufficiency. (All documents to be EF
signed by the Chairman,with the exception of most letters,must be reviewed and signed
by the Office of the County Attorney.
4. All handwritten strike-through and revisions have been initialed by the County Attorney's N/A
Office and all other parties except the BCC Chairman and the Clerk to the Board
5. The Chairman's signature line date has been entered as the date of BCC approval of the EF
document or the final negotiated contract date whichever is applicable.
6. "Sign here"tabs are placed on the appropriate pages indicating where the Chairman's
signature and initials are required.
7. In most cases(some contracts are an exception),the original document and this routing slip N/A
should be provided to the County Attorney Office at the time the item is input into SIRE.
Some documents are time sensitive and require forwarding to Tallahassee within a certain
time frame or the BCC's actions are nullified. Be aware of your deadlines!
8. The document was approved by the BCC on 7/13/2021 and all changes made during N/A is not
the meeting have been incorporated in the attached document. The County Y�P an option for,
Attorney's Office has reviewed the changes,if applicable. 5" this line.
9. Initials of attorney verifying that the attached document is the version approved by the N/A is not
BCC,all changes directed by the BCC have been made,and the document is ready for the De an option for
Chairman's signature. this line.
I:Forms/County Forms/BCC Forms/Original Documents Routing Slip WWS Original 9.03.04,Revised 1.26.05,Revised 2.24.05;Revised 11/30/12
17A
MEMORANDUM
Date: July 19, 2021
To: Eric Fey, Principal Project Manager
PU Engineering & Project Management
From: Teresa Cannon, Deputy Clerk
Minutes & Records Department
Re: Resolution 2021-153: Amending the Collier County Water-Sewer
District's Utilities Standards Manual
Attached for your records is a scanned copy of the document referenced above, (Item
#17A) adopted by the Board of County Commissioners on Tuesday, July 13, 2021.
The original document will be held in the Minutes and Record's Department for the
Board's Official Record.
If you have any questions, please feel free to call me at 252-8411.
Thank you.
Attachment
1 7 A
RESOLUTION NO. 2021 - 1 5 3
A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF
COLLIER COUNTY, FLORIDA, AS THE GOVERNING BODY OF
COLLIER COUNTY, FLORIDA AND EX-OFFICIO GOVERNING BOARD
OF THE COLLIER COUNTY WATER-SEWER DISTRICT, APPROVING
AMENDMENTS TO THE COLLIER COUNTY WATER-SEWER
DISTRICT'S UTILITIES STANDARDS MANUAL, WHICH IS AN
INTEGRAL PART OF COLLIER COUNTY ORDINANCE NO. 2004-31, AS
AMENDED, KNOWN AS THE COLLIER COUNTY UTILITIES
STANDARDS AND PROCEDURES ORDINANCE, WHICH IS CODIFIED
IN CHAPTER 134, ARTICLE III OF THE CODE OF LAWS AND
ORDINANCES; AND PROVIDING FOR AN EFFECTIVE DATE TO
COINCIDE WITH THE COMPANION AMENDING ORDINANCE.
WHEREAS, on May 11, 2004, as Agenda Item 8 D, the Board of County Commissioners
as the Ex Officio Governing Board of the Water-Sewer District (Board) concurrently adopted
Collier County Ordinance No. 2004-31, entitled the Collier County Utilities Standards and
Procedures Ordinance (the "Ordinance"), and the Collier County Water-Sewer District Utilities
Standards Manual, ("Manual"), including all of the Manual's exhibits, and
WHEREAS Ordinance No. 2004-31 is codified in Chapter 134, Article III of the Collier
County Code of Laws and Ordinances; and
WHEREAS, since the 2004 adoption of the Manual it has become necessary to make
updates that reflect current standards in design and preparation of plans and specifications for all
utilities construction projects; and
WHEREAS, after input from stakeholders staff has recommended that the Board adopt
this Resolution to approve amendments to the Manual as identified in the attached Exhibit "A";
and
WHEREAS, Section 134-61 of the Code of Laws and Ordinances requires the Manual to
be amended by Resolution of the Board under the scheduled public hearings or the summary
agenda section; and
WHEREAS, it is in the interest of the health, safety, and welfare that this Resolution be
adopted.
[Space Intentionally Left Blank]
[19-EIS-04145/1637733/2] Page 1 of 2
cy
17q
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AS THE GOVERNING BODY
OF COLLIER COUNTY, FLORIDA AND EX-OFFICIO GOVERNING BOARD OF
THE COLLIER COUNTY WATER-SEWER DISTRICT, that:
The amendment of the Collier County Water-Sewer District Utilities Standards Manual
as provided in attached Exhibit "A" is hereby approved and shall take effect upon the filing of
Ordinance No. 2021- 24 with the Florida Department of State.
This Resolution adopted after motion, second and majority vote, this 13th day
of July, 2021.
BOARD OF COUNTY COM4ISSIONERS
COLLIER COUNTY, FLORIDA, AS THE
GOVERNING BODY OF COLLIER
COUNTY, FLORIDA AND(? EX-OFFICIO
ATTkSq^of 0, GOVERNING BOARD OF T`HE COLLIER 7.
CRYSTAL I 'K 7�EL, CLERK COUNT ER-SEWER IiS' 'RICT
� By'
igt25t 'S iQ Cfigi TWOU
ty Clerk P nny Tayl Chairman
Approved as to Form and Legality:
Derek D. Perry
Assistant County Attorney
\/�
Agenda 5174
Date /�
R e y' /1
::spray silk
[19-EIS-04145/1637733/2] Page 2 of 2
17 ,
EXHIBIT GG »
Table of Contents
• Section 1 — Design Criteria, Part 3 "Wastewater Collection and Transmission Systems,"
Subsection 3.3 "Wastewater Pump Stations"
• Section 2—Technical Specifications
o Section 330130.16 "Televising and Inspection of Gravity Sewer Systems"
o Section 330502 "High Density Polyethylene (HDPE) Pipe and Fittings"
• Section 4—Appendices, Appendix D: Utilities Conveyance Checklist
1 7 A
Section 1 —Design Criteria, Part 3 "Wastewater Collection and Transmission Systems,"
Subsection 3.3 "Wastewater Pump Stations"
design shall consider the potential for damage or interruption of operation due to flooding. Pump
station structures and electrical and mechanical equipment shall be designed to be protected from
physical damage by the 100-year flood event. Pump stations shall be designed to remain fully
operational and accessible during the 25-year flood event. Pump stations shall be designed to
avoid operational problems from the accumulation of grit.
Pump stations shall be designed to be readily accessible by maintenance vehicles, including
pumper trucks, during all weather conditions. Pump stations shall be designed and located on
the site to minimize adverse effects from odors, noise, and lighting. Pump stations shall be
located on the site to have a minimum separation of 20 feet from the edge of the CUE for the
pump station to edge of a body of water and 15 feet from the edge of the CUE for the pump station
to a residential structure (including appurtenances).
The effective volume of wet wells shall be based on design average flows and a filling time not to
exceed 30 minutes unless the facility is designed to provide flow equalization. The pump
manufacturer's duty cycle recommendations shall be utilized in selecting the minimum cycling
time. Pump stations requiring a pump motor of twenty horsepower or greater shall operate by a
VFD (variable frequency drive) that varies the operating speed of the pump based on wet well
water levels. Pump stations shall have a compacted earth berm on three sides with 3:1 slopes to
divert liquid toward the ROW. Top of berm shall be 12 inches wide and six inches higher than
back of curb (with curb) or edge of pavement (without curb). Minimum berm height shall be six
inches.
When a pump station has a peak design flow coming into the station greater than 500 gpm,
contact Public Utilities Engineering and Project Management Department for specifications.
A pump station that is connected connects directly to the a County force main from
a subdivision or site development, where multiple pump stations are or will be connected to said
force main-(Community Pump Station),and any pump station that receives flow from one or more
upstream pump stations or discharges through a force main 12 inches or larger (see FAC 62-
604.400 (2)(a)1) shall have uninterrupted pumping capability (standby diesel pump or generator)
with three days of fuel storage (compliant with Technical Specification 263213) and a concrete
pad for a future odor control system.
Except for grinder pump stations, which require Deviation approval, no new private pump stations
are allowed. Grinder pump stations are required to have a standard generator receptacle. All
other pump stations shall conform to these standards and shall be conveyed to the Collier County
Water-Sewer District in accordance with the utilities conveyance policies and procedures outlined
in the Collier County Utilities Standards and Procedures Ordinance (Ord. No. 2004-31 as
amended).
All pump stations shall have water available to them. Available water means a water main is
accessible in the adjacent ROW or CUE.
Landscaping is not required, per these standards, to be installed around wastewater pump
stations. If landscaping is provided, it shall be maintained by the developer, homeowners
association, or land owner and shall NOT be located in the CUE. Landscaping, if provided, shall
be located as to not block access or interfere with operations. If plant material dies, it is the
responsibility of the landscaping owner to replace it. The landscaping shall be maintained to not
block telemetry antenna line of site.
COLLIER COUNTY
DESIGN RITERIA Page 16 of 19
Words s are deletions; words underlined are additions.
C
I 7 A
Section 2 —Technical Specifications
SECTION 330130.16
TELEVISING AND INSPECTION OF GRAVITY SEWER SYSTEMS
PART 1 GENERAL
1.1 DESCRIPTION OF WORK
A. Work specified herein:
1. Furnish all labor, tools, test equipment and materials, including any and all
permits required to televise, inspect, video tape, still photograph and
document the gravity wastewater collection systems.
1.2 QUALITY ASSURANCE
A. Utilize services of competent personnel in the field of TV/video inspection of
wastewater collection systems.
B. Schedule all work with ENGINEER.
C. Equipment used shall be in good working order and provide continuous operation
during TV/video tape inspection.
D. VHS videotapes or DVDVideo recording media shall be of good visual quality
capable of slow motion and pausing without significant reduction of visual quality.
1.3 SUBMITTALS
A. Submit to the County Manager or designee a list of equipment and materials to be
used on the project, including all permits obtained prior to commencing with the
Work.
B. Engineer of Record shall certify and Ssubmit to the County Manager or designee
a copy of all television inspection log sheets and VHS videotapes or DVDvideo
recording media completed.
PART 2 MATERIALS
2.1 GENERAL
A. Equipment used shall be designed for use in gravity wastewater collection
systems. CONTRACTOR has the option of a County approved equal device or
other material than that which is specified. Submittals are required prior to
commencement of work.
Section 330130.16
COLLIER COUNTY TELEVISING AND INSPECTION OF
TECHNICAL SPECIFICATIONS GRAVITY SEWER SYSTEMS
Page 1 of 6
Words stricken are deletions; words underlined are additions.
17A
2.2 TELEVISION CAMERA
A. Camera used shall be 360ee360-degree COLOR RVC camera. Camera shall
be operative in 100% relative humidity and be specifically designed for the
environment. Camera shall have an integral lighting system capable of producing
clearly focused, well-defined images of the entire periphery of the pipe. Camera
shall have an integral depth measurement device capable of clearly showing the
depth of vertical dips. The quality of video picture and definition provided shall be
to the satisfaction of the ENGINEER and, if unsatisfactory, equipment shall be
removed and replaced with satisfactory equipment.
2.3 MONITOR
A. A--I4High resolution TV monitor screenvideo shall be used. Quality of monitor video
shall be to the satisfaction of the County Manager or designee.
2.4 VIDEO TAPE VERIFICATION EQUIPMENT
A. Furnish videotape equipment to provide a visual and audio recording of all areas
in the pipe. Videotape system at the site shall be capable of rewind, play back,
slow motion and stop motion. The videotape shall be 1/2 inch color
VHS,equipped with an audio channel for clearly recording the camera locations
and operator observations (cracks, leaks, service connections, etc.). The system
shall continuously indicate distance, in feet, from manhole to manhole and the
manhole-to-manhole run numbers on the video recording.
2.5 WINCHES
A. Furnish variable speed powered remote controlled winches for upstream and
downstream manhole locations to control two-way movement of the camera. If a
self-propelled camera is used, winches are not necessary.
2.6 POWER SUPPLY
A. Power supply shall be continuous. If night operations occur, supply all labor,
power and lighting equipment for operations, traffic safety, permits, etc.
PART 3 EXECUTION
3.1 GENERAL
A. All sanitary sewer gravity lines shall be televiewed televised at the
CONTRACTOR's expense_; and a A videotape of the subject mains shall be
provided prior to preliminary final acceptance and at the 1 year warranty
Televiewing may only occur after the
stabilized subgrade has been installed and satisfactory density tests have been
submitted to Collier County Utilities. The sewer video inspection shall include
rotating the camera lens to inspect the interior of each sewer lateral.
Section 330130.16
COLLIER COUNTY TELEVISING AND INSPECTION OF
TECHNICAL SPECIFICATIONS GRAVITY SEWER SYSTEMS
Page 2 of 6
Words stricken are deletions; words underlined are additions.
CAO
17A
B. Demonstrate the ability of the TV/video equipment (camera/light/video tape/audio/
photograph system) to the satisfaction of the County Manager or designee.
Distance meter shall be furnished on the video tape recording. Meter shall be
checked using distances between manholes. Meter distances and actual
distances shall be consistent. Depth measurement device shall be visible in the
video recording during movement of the camera in the pipe.
3.2 TELEVISING/INSPECTION
A. Inspection shall be done one manhole section at a time. Stop flow into the section
being inspected prior to video inspection, unless otherwise approved in writing by
the County Manager or designee.
B. Locate video vehicle on upstream side of manhole. Video tape in the downstream
direction such that camera movement is with the flow.
C. Insert the camera in the upstream manhole after flow restrictions required have
been accomplished. Flow into the system being inspected shall be stopped, with
the exception of service laterals into the system being inspected. Move camera
through the pipe line pipelines at a moderate speed not exceeding 30 feet per
minute. Stop camera at locations where one or more of the following conditions is
observed:
1. Infiltration/inflow sources.
2. Service Laterals.
3. Structural defects including broken pipe; collapsed or collapsing pipe,
cracks, deterioration, punctures, etc.
4. Abnormal joint conditions such as misalignments, open joints and joints not
sealed.
5. Unusual conditions such as root intrusion, protruding pipes, in-line pipe size
changes, mineral deposits, grease and obstructions.
D. Stop camera long enough for a thorough visual inspection of the conditions. All
such conditions as specified above shall be audio recorded on videotape and the
inspection log sheet. Move the camera and rotate to obtain optimum view of the
conditions. If requested by the County Manager or designee, view problem areas
in the opposite direction by pulling the video camera from the opposite
direction at no additional cost to the COUNTY.
E. While the camera is stopped at each service connection, rotate the camera so as
to be able to view the service connection for a length of time that enables a good
visual inspection of the service connection for damage and infiltration. Be
Section 330130.16
COLLIER COUNTY TELEVISING AND INSPECTION OF
TECHNICAL SPECIFICATIONS GRAVITY SEWER SYSTEMS
Page 3of6
Words stricken are deletions; words underlined are additions.
174
responsible for measurements such as service lateral locations, if used for
subsequent rehabilitation work.
F. When, during the inspection operation, the television camera will not pass through
the entire manhole-to-manhole section, set up equipment so that the inspection
can be performed from the opposite manhole at no additional cost to the
COUNTY.
G. Prior to the end of the one year warranty periodfinal acceptance, all manholes will
shall be televised and inspected. The complete interior of each manhole shall be
inspected and video recorded after the interior coating has been completed.
Manhole identification numbers shall be displayed on the video recording, and the
recording shall accompany the submittal of the gravity lines inspection. Any
deficiencies shall be corrected prior to acceptance by the County.
3.3 DOCUMENTATION
A. Furnish a detailed report and videotapes of the system inspected. The minimum
information supplied shall be the following:
1. Name and address of CONTRACTOR and the ENGINEER.
2. Name of OWNER, system(s) inspected, and OWNER's representative
involved.
3. Log reports:
a. Log sheet for each section of pipe
b. Separate line for each deficiency and location
c. Corresponding videotapes and location of each section of pipe and
deficiencies on taevideo.
4. Video tapes shall be labeled with the following information:
a. System that is video taped recorded (street name and manhole to
manhole numbers) and log report number corresponding to video tape
b. Date video was tapedrecorded
c. CONTRACTOR's name and representative
d. OWNER's name
B. All tapes videos shall be rendered unable to be taped over after they are
completed.
Section 330130.16
COLLIER COUNTY TELEVISING AND INSPECTION OF
TECHNICAL SPECIFICATIONS GRAVITY SEWER SYSTEMS
Page 4 of 6
Words stricken are deletions; words underlined are additions.
17A
3.4 MAINTENANCE OF TRAFFIC
A. Be responsible for all maintenance of traffic around work site. CONTRACTOR
shall maintain traffic in accordance to all federal, state and local regulations. At no
additional cost to the COUNTY, submit a Maintenance of Traffic Plan, for review
and approval by Collier County DOT as necessary, prior to commencing work.
Obtain all necessary permits prior to commencing work, at no additional cost to
the COUNTY.
B. MOT shall also include construction and maintenance of any necessary detour
facilities, furnishings, installing and maintaining of traffic control and safety devices
during construction, control of dust, and any other special requirements for safe
and expeditious movement of traffic around or through the work site.
C. Be responsible for coordination with all affected agencies when roadways will be
closed or traffic will be detoured. No detours or roadway closings shall be
permitted unless specifically approved in writing by the County Manager or
designee or ENGINEER.
END OF SECTION
Section 330130.16
COLLIER COUNTY TELEVISING AND INSPECTION OF
TECHNICAL SPECIFICATIONS GRAVITY SEWER SYSTEMS
Page 5 of 6
Words stricken are deletions; words underlined are additions.
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Section 330130.16
COLLIER COUNTY TELEVISING AND INSPECTION OF
TECHNICAL SPECIFICATIONS GRAVITY SEWER SYSTEMS
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SECTION 330502
HIGH DENSITY POLYETHYLENE (HDPE) PIPE AND FITTINGS
PART 1 GENERAL
1.1 SCOPE OF WORK
A. Furnish all labor, materials, equipment, and incidentals required to install
High Density Polyethylene (HDPE) pressure pipe, fittings, and appurtenances as
shown on the Drawings and specified in the Contract Documents.
B. High Density Polyethylene (HDPE) — Collier County Utilities has the option
of approving the use of HDPE for pipeline crossings of roadways, ditches, canals,
and environmentally sensitive lands. HDPE mains shall have the same equivalent
internal diameter and equivalent pressure class rating as the corresponding PVC
pipe, unless otherwise approved by the County Manager or designee. For all
roadway crossings requiring casing pipe, a steel or DR 11 HDPE casing pipe must
be provided. The Department of Transportation having jurisdiction of said road
and right-of-way must grant specific approval.
1.2 REFERENCED STANDARDS
A. All standard specifications, i.e., Federal, ANSI, ASTM, etc., made a portion
of these Specifications by reference, shall be the latest edition and revision
thereof.
1.3 QUALIFICATIONS
A. Furnish all HDPE pipe, fittings, and appurtenances by a single manufacturer
who is fully experienced, reputable and qualified in the manufacture of the items to
be furnished.
B. Installer Certification is required for the CONTRACTOR installing thermally butt-
fused HDPE pipe.
1.4 SUBMITTALS
A. Submit to the ENGINEER, a list of materials to be furnished, the names of
the suppliers, and the appropriate shop drawings for all HDPE pipe and fittings.
B. Submit the pipe manufacturer's certification of compliance with the
applicable sections of the Specifications.
C. Submit shop drawings showing installation method and the proposed
method and specialized equipment to be used.
Section 330502
COLLIER COUNTY HIGH DENSITY POLYETHYLENE
TECHNICAL SPECIFICATIONS (HDPE) PIPE AND FITTINGS
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1.5 INSPECTIONS AND TESTS
A. All work shall be inspected by the County Manager or designee who shall
have the authority to halt construction if, in his opinion, these specifications or
standard construction practices are not being followed. Whenever any portion
of these specifications is violated, the County Manager or designee, may order
further construction to cease until all deficiencies are corrected.
1.6 WARRANTY AND ACCEPTANCE
A. Warrant all work to be free from defects in workmanship and materials for a
period of one year from the date of completion of all construction and final utility
acceptance. If work meets these specifications, a letter of acceptance, subject to
the erne-one-year warranty period, shall be given at the time of completion. A final
• n upon final inspect•^^ t the end ^f the-ear "
warranty period, provided the work still complies with these specifications. In the
event deficiencies are discovered during the warranty period, the CONTRACTOR
shall correct them without additional charge to the COUNTY before final
acceptance, or the COUNTY willmay otherwise correct them an4by drawing upon
the Utilities Performance Security for reimbursement of costs. During the warranty
period, the ENGINEER COUNTY will determine if warranty repairs or replacement
work shall be peed by the CONTRACTORis needed. The decision of the
ENGINEER COUNTY shall be binding upon the CONTRACTOROWNER.
pipe.
PART 2 PRODUCTS
2.1 POLYETHYLENE PIPE AND FITTINGS
A. Provide polyethylene pressure pipe manufactured from PE3408
polyethylene meeting AWWA C906 standards. When specified by the ENGINEER
on the construction drawings, as an alternate to PVC, HDPE (ductile iron pipe
sized) piping can be used for buried applications. Iron pipe sized (IPS) HDPE
piping can be used for below-ground applications as determined by the
ENGINEER.
B. The diameter of DR 11 HDPE casing pipe provided for roadway crossings or
other purposes shall conform to the following.
For HDPE pressure carrier pipes, casing spacers are not required when HDPE
DR11 (or DR17 for 42" to 54" or DR21 for 63") casing is used. The casing inside
diameter shall be a minimum of two inches larger than the carrier pipe's outside
diameter.
Section 330502
COLLIER COUNTY HIGH DENSITY POLYETHYLENE
TECHNICAL SPECIFICATIONS (HDPE) PIPE AND FITTINGS
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C. HDPE to HDPE pipe connections shall be by thermal butt fusion. Thermal
fusion shall be accomplished in accordance with the pipe manufacturer and fusion
equipment supplier specifications. The CONTRACTOR installing thermal butt
fused HDPE pipe shall be certified in this type of work and have a minimum of five
years experience performing this type of work. The CONTRACTOR shall provide
certification to the Engineer of Record, who will provide the Engineering Review
Services Department with the certification.
D. Qualification of Manufacturer: The Manufacturer shall have manufacturing
and quality control facilities capable of producing and assuring the quality of the
pipe and fittings required by these specifications. The Manufacturer's production
facilities shall be open for inspection by the County Manager or designee.
Qualified manufacturers shall be approved by the County Manager or designee.
E. See the County Approved Product List, Appendix F, for manufacturers that
are qualified. Products from other manufacturers proposed for the work must
receive approval from the County Manager or designee prior to ordering.
F. Materials: Materials used for the manufacture of polyethylene pipe and
fittings shall be PE3408 high density polyethylene meeting cell classification
345434C or 345434E per ASTM D3350; and meeting Type III, Class B or Class C,
Category 5, Grade P34 per ASTM D1248; and shall be listed in the name of the
pipe and fitting manufacturer in PPI (Plastics Pipe Institute) TR-4, Recommended
Hydrostatic Strengths and Design Stresses for Thermoplastic Pipe and Fittings
Compounds, with a standard grade rating of 1600 psi at 73°F. The Manufacturer
shall certify that the materials used to manufacture pipe and fittings meet these
requirements.
G. Polyethylene Pipe: Polyethylene pipe shall be manufactured in accordance
with ASTM F714, Polyethylene (PE) Plastic Pipe (SDR-PR) Based on Outside
Diameter or ASTM D3035, Polyethylene (PE) Plastic Pipe (DR-PR) Based on
Controlled Outside Diameter and shall be so marked. Each production lot of pipe
shall be tested for (from material or pipe) melt index, density, % carbon, (from
pipe) dimensions and either quick burst or ring tensile strength (equipment
permitting).
H. Color Identification: HDPE must have at least three equally spaced
horizontal colored marking stripes. Permanent identification of piping service shall
be provided by adhering to the following colors.
Blue — potable water (Underground HDPE pipe shall be one of the
following:
a. Solid-wall blue pipe;
b. Co-extruded blue external skin; or
Section 330502
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TECHNICAL SPECIFICATIONS (HDPE) PIPE AND FITTINGS
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c. White or black pipe with blue stripes incorporated into, or
applied to, the pipe wall.
White — raw water
Green —wastewater, sewage
Pantone Purple— non-potable irrigation, reclaimed or reuse water
Polyethylene Fittings and Custom Fabrications: Polyethylene fittings and
custom fabrications shall be molded or fabricated by the pipe manufacturer. Butt
fusion outlets shall be made to the same outside diameter, wall thickness, and
tolerances as the mating pipe. All fittings and custom fabrications shall be fully
rated for the same internal pressure as the mating pipe. Pressure de-rated
fabricated fittings are prohibited.
J. Molded Fittings: Molded fittings shall be manufactured in accordance with
ASTM D3261, Butt Heat Fusion Polyethylene (PE) Plastic Fittings for Polyethylene
(PE) Plastic Pipe and Tubing, and shall be so marked. Each production lot of
molded fittings shall be subjected to the tests required under ASTM D3261.
K. X-Ray Inspection: The Manufacturer shall submit samples from each
molded fittings production lot to x-ray inspection for voids,- and shall certify that
voids were not found.
L. Fabricated Fittings: Fabricated fittings shall be made by heat fusion joining
specially machined shapes cut from pipe, polyethylene sheet stock, or molded
fittings. Fabricated fittings shall be rated for internal pressure service equivalent to
the full service pressure rating of the mating pipe. Directional fittings 16" IPS and
larger such as elbows, tees, crosses, etc., shall have a plain end inlet for butt
fusion and flanged directional outlets. Part drawings shall be submitted for the
approval of the ENGINEER.
M. Polyethylene Flange Adapters: Flange adapters shall be made with
sufficient through-bore length to be clamped in a butt fusion joining machine
without the use of a stub-end holder. The sealing surface of the flange adapter
shall be machined with a series of small v-shaped grooves to provide gasketless
sealing, or to restrain the gasket against blow-out.
N. Back-up Rings and Flange Bolts: Flange adapters shall be fitted with lap
joint flanges pressure rated equal to or greater than the mating pipe. The lap joint
flange bore shall be chamfered or radiused to provide clearance to the flange
adapter radius. Flange bolts and nuts shall be Grade 2 or higher.
2.2 MANUFACTURER'S QUALITY CONTROL
A. The pipe and fitting manufacturer shall have an established quality control
program responsible for inspecting incoming and outgoing materials. Incoming
polyethylene materials shall be inspected for density, melt flow rate, and
Section 330502
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TECHNICAL SPECIFICATIONS (HDPE) PIPE AND FITTINGS
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contamination. The cell classification properties of the material shall be certified
by the supplier; and verified by Manufacturer's Quality Control. Incoming
materials shall be approved by Quality Control before processing into finished
goods. Outgoing materials shall be checked for:
1. Outside diameter, wall thickness, and eccentricity as per ASTM D2122 at a
frequency of at least once/hour or once/coil, whichever is less frequent.
2. Out of Roundness at frequency of at least once/hour or once/coil, whichever is
less frequent.
3. Straightness, inside and outside surface finish, markings and end cuts shall be
visually inspected as per ASTM F714 on every length of pipe.
B. Quality Control shall verify production checks and test for:
1. Density as per ASTM D1505 at a frequency of at least once per extrusion lot.
2. Melt Index as per ASTM D1238 at a frequency of at least once per extrusion
lot.
3. Carbon content as per ASTM D1603 at a frequency of at least once per day per
extrusion line.
4. Quick burst pressure (sizes thru 4-inch) as per ASTM D1599 at a frequency of
at least once per day per line.
5. Ring Tensile Strength (sizes above 4-inch equipment permitting) as per ASTM
D2290 at a frequency of at least once per day per line.
6. ESCR (size permitting) as per ASTM F1248 at a frequency of at least once per
extrusion lot.
C. X-ray inspection shall be used to inspect molded fittings for voids, and
knit line strength shall be tested. All fabricated fittings shall be inspected for
joint quality and alignment.
2.3 COMPLIANCE TESTS
A. In case of conflict with Manufacturer's certifications, the CONTRACTOR,
ENGINEER, or County Manager or designee may request re-testing by the
manufacturer or have re-tests performed by an outside testing service. All re-
testing shall be at the requestor's expense,- and shall be performed in accordance
with the Specifications.
Section 330502
COLLIER COUNTY HIGH DENSITY POLYETHYLENE
TECHNICAL SPECIFICATIONS (HDPE) PIPE AND FITTINGS
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B. Installation shall be in accordance with Manufacturer's recommendations
and this specification. All necessary precautions shall be taken to ensure a safe
working environment in accordance with the applicable codes and standards.
PART 3 EXECUTION
3.1 INSTALLATION OF HIGH HIGH-DENSITY POLYETHYLENE PRESSURE PIPE
AND FITTINGS
A. Install all high high-density polyethylene (HDPE) pressure pipe by direct
bury, directional bore, or a method approved by the COUNTY or ENGINEER prior
to construction. If directional bore is used, or if directed by the County Manager or
designee or ENGINEER, surround the entire area of construction by silt barriers.
Install all high high-density polyethylene pressure pipe and fittings in accordance
with Manufacturer's recommendations, and this specification. Take all necessary
precautions to ensure a safe working environment in accordance with the
applicable codes and standards.
3.2 HEAT FUSION JOINING
A. Make joints between plain end pipes and fittings by butt fusion, and joints
between the main and saddle branch fittings by using saddle fusion using only
procedures that are recommended by the pipe and fitting Manufacturer. Ensure
that persons making heat fusion joints have received training and certification for
heat fusion in the Manufacturer's recommended procedure. Maintain records of
trained personnel, and shall certify that training was received not more than 12
months before commencing construction. External and internal beads shall not be
removed.
3.3 MECHANICAL JOINING
A. HDPE pipe and fittings shall be fused together by heat welding when
possible. HDPE pipe and fittings may be joined together or to other materials by
means of flanged connections with back-up rings, by mechanical joint adapter with
glands, or mechanical couplings designed for joining HDPE pipe or for joining
HDPE pipe to another material. A stainless stainless-steel sleeve insert shall be
used with a mechanical coupling. Mechanical couplings shall be fully pressure
rated and fully thrust restrained such that when installed in accordance with
manufacturer's recommendations, a longitudinal load applied to the mechanical
coupling will cause the pipe to yield before the mechanical coupling disjoins.
3.4 BRANCH CONNECTIONS
A. Make branch connections to the main with saddle fittings or tees. Saddle
fuse polyethylene saddle fittings to the main pipe.
Section 330502
COLLIER COUNTY HIGH DENSITY POLYETHYLENE
TECHNICAL SPECIFICATIONS (HDPE) PIPE AND FITTINGS
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3.5 EXCAVATION
A. Excavate trenches in conformance to this specification, the plans and
drawings, or as authorized in writing by the County Manager or designee, and in
accordance with all applicable codes. Remove excess groundwater. Where
necessary, shore or reinforce trench walls.
3.6 LARGE DIAMETER FABRICATED FITTINGS
A. Butt fuse fabricated directional fittings 16" IPS and larger to the end of a
pipe. Make up the flanged directional outlet connections in the trench.
3.7 MECHANCIAL JOINT AND FLANGE INSTALLATION
A. Install mechanical joints and flange connections in accordance with the
Manufacturer's recommended procedure. Center and align flange faces to each
other before assembling and tightening bolts. Do not use the flange bolts to draw
the flanges into alignment. Lubricate bolt threads, and fit flat washers under the
flange nuts. Tighten bolts evenly according to the tightening pattern and torque
step recommendations of the Manufacturer. At least one hour after initial
assembly, re-tighten flange connections following the tightening pattern and
torque step recommendations of the Manufacturer. The final tightening torque
shall be 100 ft-lbs or less as recommended by the Manufacturer.
3.8 FOUNDATION AND BEDDING
A. Lay pipe on grade and on a stable foundation. Remove unstable or mucky
trench bottom soils, and install a 6-inch foundation or bedding of compacted Class
I material to pipe bottom grade. Remove excess groundwater from the trench
before laying the foundation or bedding and the pipe. A trench cut in rock or stony
soil shall be excavated to 6 inches below pipe bottom grade; and brought back to
grade with compacted Class I bedding. Remove all ledge rock, boulders, and
large stones.
3.9 PIPE HANDLING
A. When lifting with slings, use only wide fabric choker slings to lift, move, or
lower pipe and fittings. Do not use wire rope or chain. Slings shall be of sufficient
capacity for the load; and shall be inspected before use. Do not use worn or
defective equipment.
3.10 TESTING
A. Hydrostatic Pressure Testing: Pressure test and flush HDPE pipes after
swabbing in accordance with Section 022501 and 025400.
Section 330502
COLLIER COUNTY HIGH DENSITY POLYETHYLENE
TECHNICAL SPECIFICATIONS (HDPE) PIPE AND FITTINGS
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END OF SECTION
Section 330502
COLLIER COUNTY HIGH DENSITY POLYETHYLENE
TECHNICAL SPECIFICATIONS (HDPE) PIPE AND FITTINGS
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Section 330502
COLLIER COUNTY HIGH DENSITY POLYETHYLENE
TECHNICAL SPECIFICATIONS (HDPE) PIPE AND FITTINGS
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Section 4—Appendices, Appendix D: Utilities Conveyance Checklist 1 7 A
Utilities Conveyance Checklist
POTABLE WATER, NON-POTABLE IRRIGATION WATER AND WASTEWATER
FACILITIES ACCEPTANCE
Today's Date:
Project Name:
Original Utility
Project No. PL#:
(AR/PL):
Submittal Requirements
N/A review acce Itempted Item Needed Notes
1, ❑ ❑ ❑ Final Utility Conveyance Acceptance Application
2. ❑ ❑ ❑ Addressing Checklist (ID number or Folio number of Property)
Legal Documents
In Item Item Needed Notes
N/A review accepted
1. ❑ ❑ ❑ Attorney's Affidavit
2. ❑ ❑ ❑ Owner's Affidavit
3. ❑ ❑ ❑ Warranty Deed/Bill of Sale with Exhibit B per Utilities Standards and Procedures
Ordinance Section 134-60(b)(4), Code of Laws and Ordinances10.2.6
4. ❑ El ❑ Utilities Facilities Securities Subordination (required when any security
interest in the utility facilities/systems is involved). UCC-1(s)can be subordinated by a
Subordination or by use of UCC-3(s)if not released by Subordination.
5. ❑ ❑ ❑ Deed of Utility Easement- Copy of last Deed that conveyed title of the
Associated Real Property and Copy of all Utility Easements then being
conveyed to the County, including legal description with Surveyor's
Sketch of Easement.
(Utility easements are not required provided all utility facilities then being conveyed are
in public right-of way, are in then existing utility easements, or are in CUEs)
❑ ❑ ❑ Utilities Performance Security (UPS) per Utilities Standards and Procedures
Ordinance Section 134-58(e), Code of Laws and Ordinances10% Of Total Cost
Final Obligations cash bond of not less than $1,000 (AR 5930&above)
7. ❑ ❑ ❑ Final Release of Lien from Utility Contractor for the system(s) or
portion(s) thereof constructed
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CHECKLIST 1 WATER & SEWER FACILITIES ACCEPTANCE
COUNTY ORDINANCE 97-17, AS AMENDED
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. ❑ ❑ ❑ Facilities Lease (when applicable)
. U U 0 Facilities Lease (including Sub Developer) use Form 10.1
. ❑ ❑ ❑ Final Attorney's Affidavit (provide upon recording legal documents)
ests, Certifications and Supplemental Documents
N/A In Item Notes
review accepted Item Needed
1. ❑ ❑ ❑ Sewer Video of constructed gravity sewer (Sewer Report & Master Utility
Sheet)
2. ❑ ❑ ❑ Certification of pressure testing of wastewater force mains by Engineer of
Record
3. ❑ ❑ ❑ Certification of the infiltration/exfiltration tests for the sewer lines by
Engineer of Record
4. ❑ ❑ ❑ Coating certification from the manufacturer or a professional testing
laboratory for all manholes, wet wells and valve vault.
5. ❑ ❑ ❑ Lift station(s) start up report(s)
6. ❑ ❑ ❑ Electrical Contractor's certification of Lift Station electric service wire
sizing and voltage drop pursuant to National Electrical Code
Specifications
7. ❑ ❑ ❑ Start-up and successful testing of Data Flow telemetry equipment
(AR-7936&above)
8. ❑ ❑ ❑ Certification of pressure testing of water and non-potable irrigation mains
by Engineer of Record
9. ❑ ❑ ❑ Letter by Engineer certifying that:
• All water, non-potable irrigation and/or sewer facilities are located
within the public right-of-way or dedicated easements
• All the utilities system(s), or portion(s) thereof, has been
constructed in accordance with County Ordinances and
Regulations, including the required color for piping
10. ❑ ❑ ❑ One year (1) Warranty on work performed and system(s) or portion(s)
thereof installed by Utilities Contractor
11. ❑ ❑ ❑ Engineer's Final Payment Confirmation
12. ❑ ❑ ❑ DEP Certification Form and copy of General Permit for WATER facilities
(including interim facilities, if applicable);
13. ❑ ❑ ❑ DEP WATER Certification approval to be forwarded when received
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CHECKLIST / !�"� A
WATER& SEWER FACILITIES ACCEPTANCE
COUNTY ORDINANCE 97-17, AS AMENDED
Page 3
14. ❑ ❑ ❑ DEP Certification Form and copy of General Permit for SEWER facilities
(including interim facilities, if applicable);
15. ❑ ❑ ❑ DEP SEWER Certification approval to be forwarded when received
16. ❑ ❑ ❑ DEP Certification Form and copy of General Permit for (RECLAIMED)
NON-POTABLE IRRIGATION WATER facilities (including interim
facilities, if applicable); In-service Letter to be forwarded when received
17. ❑ ❑ ❑ Lab results on bacteriological tests for potable water mains
18. ❑ ❑ ❑ Satisfactory Test Reports and Certification of backflow device by Certified
Laboratory.
19. ❑ ❑ ❑ Verification of Final Cost (Include materials and labor, misc.)
Cost breakdown —Contributory Assets for County/Private Materials
(materials only)
(i.e.detailed quantities,sizes, unit cost,total cost,etc)
20 ❑ ❑ ❑ Letter from the Fire District regarding ownership and maintenance of
fire hydrants
21. ❑ ❑ ❑ Signed copy of field fire flow testing by the applicable Fire Control District
Engineering Documents
N/A in item review accepted Item Needed Notes
1. ❑ ❑ ❑ One (1) complete set of Record Drawings to include all utilities and all
related underground work signed and sealed by the Engineer of Record
for potable water, non-potable irrigation water and / or wastewater
system(s) or portion(s) thereof
2. ❑ ❑ ❑ One (1) computer-generated disk of Record Drawings in CAD and PDF
format per Utilities Standards and Procedures Ordinance Section 134-58(e), Code of
Laws and Ordinancesin accordance with Section 10.4: Record Drawings of
the Utilities Standards and Procedures Ordinance
3. ❑ ❑ ❑ Longitude and latitude shall appear on detail sheet. (AR-7936&above)
Office Use Only below this line
❑W ❑W/S ❑S ❑IRR
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