Technical Exhibit X-Div 33 UTILITIES 23 May 2023.pdf

POM Job Order Contracting (SATOC) 2503

SECTION TABLE OF CONTENTS

DIVISION 33 - UTILITIES

SECTION 33 01 30.16

TV INSPECTION OF SEWER LINES

11/21

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.2.1 CCTV Video

1.2.2 Cleaning

1.2.3 Defects

1.2.4 Entry Point

1.2.5 Exit Point

1.2.6 Heavy Cleaning

1.2.7 Hydraulically Propelled Cleaning Tools

1.2.8 National Association of Sewer Service Companies (NASSCO)

1.2.9 Pipe Segment

1.2.10 Pipeline Assessment and Certification Program (PACP)

1.2.11 Point Repair

1.2.12 Post-Installation CCTV (Post-TV)

1.2.13 Pre-Installation CCTV (Pre-TV)

1.2.14 Re-TV Inspection

1.2.15 TV Inspection Log

1.2.16 Warranty CCTV (Warranty-TV)

1.3 ADMINISTRATIVE REQUIREMENTS

1.3.1 Disposal Plan

1.3.2 Sewage Handling Permit

1.4 SUBMITTALS

1.5 QUALITY CONTROL

1.5.1 Regulatory Requirements

1.5.2 Qualifications

1.5.3 CCTV Technician's Qualifications

1.6 DELIVERY, STORAGE, AND HANDLING

1.6.1 Delivery

1.6.2 Inspection

1.6.3 Storage

1.6.4 Handling

1.7 PROJECT/SITE CONDITIONS

PART 2 PRODUCTS

2.1 SYSTEM DESCRIPTION

2.2 EQUIPMENT

2.2.1 Cleaning Equipment

2.2.1.1 Rodding

2.2.1.2 Bucket Machine

2.2.1.3 Hydraulic Flusher

2.2.1.4 Sanitary Sewer Cleaning Equipment

2.2.2 CCTV Equipment

2.2.2.1 Pipe Inspection Camera and Associated Equipment

SECTION 33 01 30.16 Page 1

2.3 MATERIALS

2.3.1 Herbicide

2.3.2 Cleaning Products

PART 3 EXECUTION

3.1 PREPARATION

3.1.1 Traffic Control

3.1.2 Herbicide Application Plan

3.1.3 Sewer Line Cleaning

3.1.3.1 Sanitary Sewer Cleaning

3.1.4 Manhole or Structure Cleaning

3.1.5 Flow Control

3.1.5.1 Flow Reduction

3.1.5.2 Floating the Camera

3.1.6 Root Removal

3.1.7 Material Removal and Disposal

3.1.7.1 Dams or Weirs

3.1.7.2 Sludge and Debris Storage

3.1.7.3 Hauling of Waste Material

3.2 APPLICATION

3.2.1 Chemical Root Treatment

3.2.1.1 Equipment Calibration and Tank Measurement

3.2.1.2 Mixing and Application

3.2.1.3 Clean Up, Disposal, And Protection

3.2.1.3.1 Disposal of Herbicide

3.2.2 Inspection of Sewer Lines

3.2.2.1 Communication

3.2.2.2 Flush Main

3.2.2.3 Camera Operation

3.2.2.3.1 Recording Defects

3.2.2.4 Documentation of CCTV Inspection

3.2.2.4.1 Video Recordings

3.2.2.4.2 TV Inspection Logs

3.2.2.4.3 Digital Photographs

3.2.3 Pre-TV Inspection

3.2.4 Post-TV Inspection

3.2.4.1 Post-TV Defects

3.2.5 Warranty-TV Inspection

3.2.5.1 Warranty-TV Defects

3.2.6 RE-TV Inspection

3.3 FIELD QUALITY CONTROL

3.3.1 Verification of Measurement

3.3.2 Inspection

3.3.2.1 Technical Representative

3.4 CLOSEOUT ACTIVITIES

3.4.1 Sewer Cleaning

3.4.2 Herbicides

-- End of Section Table of Contents --

SECTION 33 01 30.16 Page 2

SECTION 33 01 30.16

TV INSPECTION OF SEWER LINES

11/21

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. DEPARTMENT OF DEFENSE (DOD)

DODI 4150.07 (2019) DOD Pest Management Program

1.2 DEFINITIONS

1.2.1 CCTV Video

CD or DVD storage media containing the recorded video.

1.2.2 Cleaning

To remove soil or solid deposited materials from a pipe segment when the pipe is less than half full of deposited materials.

1.2.3 Defects

Defects in the pipe, manholes, structures, and services include cracks, separation of joints, collapsed pipe, grade irregularities, leaks, roots, grease buildup, offset joints, reverse grades, obstructions, delamination, missing pipe, restrictions, fractures and similar structural irregularities.

1.2.4 Entry Point

The leading edge of the access point or the manhole or structure wall where the pipe segment begins. Only the pipe is video inspected from manhole or structure wall to manhole or structure wall and does not include any portion of the manhole or structure.

1.2.5 Exit Point

The point where the downstream access manhole or structure wall is encountered. Only the pipe is video inspected from manhole or structure wall to manhole or structure wall and does not include any portion of the manhole or structure.

1.2.6 Heavy Cleaning

To remove soil or solid deposited materials from a pipe segment when the materials in the pipe are between half full to full.

SECTION 33 01 30.16 Page 3

1.2.7 Hydraulically Propelled Cleaning Tools

Tools that depend upon water pressure to provide their cleaning force.

1.2.8 National Association of Sewer Service Companies (NASSCO)

National Association of Sewer Service Companies (NASSCO) identifies the generally accepted industry standards for CCTV inspection, observation coding, and certification.

1.2.9 Pipe Segment

The length of pipe from entry point to exit point along the main or service.

1.2.10 Pipeline Assessment and Certification Program (PACP)

A CCTV Inspection standardization certification and observation coding system sponsored by NASSCO.

1.2.11 Point Repair

The location of a failure where a repair is has occurred.

1.2.12 Post-Installation CCTV (Post-TV)

Post-TV inspection is used to determine the slip lining of sanitary or storm sewers has been completed in accordance with the contract documents.

1.2.13 Pre-Installation CCTV (Pre-TV)

Pre-TV inspection is a video inspection of existing sewer lines to confirm cleaning activities, locations of service connections, and identify defects in the existing sewer system infrastructure prior to any work being performed.

1.2.14 Re-TV Inspection

Upon the completion of repairs made after performing a Post-TV Inspection or Warranty TV inspection, the mains or services are re-inspected by performing a Re-TV inspection. Also, refers to rework for a TV-Inspection that has video interruptions, gaps, or is not continuous.

1.2.15 TV Inspection Log

Information collected and recorded by the CCTV operator for each CCTV inspection effort and includes pertinent information for the respective inspection section; such as, date of inspection, location of site, CCTV technician, direction of CCTV inspection with manhole or structure identifiers, weather conditions, pipe size(s), pipe materials, conditions found, locations where the conditions were found.

1.2.16 Warranty CCTV (Warranty-TV)

Warranty-TV inspection is used to determine the slip lining of sanitary or storm sewers does not have any defects present, remains in compliance with project specifications and Post-TV inspection.

SECTION 33 01 30.16 Page 4

1.3 ADMINISTRATIVE REQUIREMENTS

1.3.1 Disposal Plan

Submit a disposal plan prior to performing any work that might generate waste materials. Include a complete description of the materials that are expected to be encountered and their proposed disposal sites. No changes to the disposal plan will be made without prior written acceptance by the Contracting Officer.

1.3.2 Sewage Handling Permit

Prior to commencing application of herbicide, obtain and maintain a valid State sewage handling permit and permits required by local jurisdictions.

Submit a copy of this permit to the Contracting Officer prior to beginning any cleaning or pump and haul operations.

1.4 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Traffic Control Plan; G

Disposal Plan; G

Herbicide Application Plan; G

List of Equipment

Sewage Handling Permit; G

SD-03 Product Data

Herbicide; G

Cleaning Products; G

SD-05 Design Data

Herbicide Application Records

SD-06 Test Reports

Calibration Test

SD-07 Certificates

SECTION 33 01 30.16 Page 5

Qualifications; G

CCTV Technician's Qualifications; G

Pre-TV Inspection; G

Post-TV Inspection; G

Warranty-TV Inspection; G

RE-TV Inspection; G

SD-11 Closeout Submittals

Pest Management Report

Verification of Measurement

Records of Disposals

1.5 QUALITY CONTROL

1.5.1 Regulatory Requirements

Comply with DODI 4150.07 for requirements on Contractor's licensing, certification, and record keeping. Maintain daily records using the Pest Management Maintenance Record, DD Form 1532-1, or a computer generated equivalent, and submit copies of records when requested by the Contracting Officer. These forms may be obtained from the Armed Forces Pest Management Board web site:

https://www.acq.osd.mil/eie/afpmb/docs/standardlists/dd1532-1.xlsm

1.5.2 Qualifications

For the application of herbicides, use the services of an applicator who is commercially certified in the state where the work is to be performed as required by DODI 4150.07. Herbicide applicators must also be certified in the U.S. Environmental Protection Agency (EPA) pesticide applicator category which includes sewer root pest control. Submit a copy of the pesticide applicator certificates.

1.5.3 CCTV Technician's Qualifications

Provide a CCTV technician with three years of total experience with the CCTV technology. Submit a current PACP Operator certification for personnel performing closed circuit television inspection and pipeline assessments.

1.6 DELIVERY, STORAGE, AND HANDLING

1.6.1 Delivery

Deliver herbicides to the site in the original unopened containers bearing legible labels indicating the EPA registration number, manufacturer's registered uses and in new or otherwise good condition as supplied by the manufacturer or formulator.

SECTION 33 01 30.16 Page 6

1.6.2 Inspection

Inspect herbicides upon arrival at the job site for conformity to type and quality in accordance with paragraph HERBICIDE. Each label must bear evidence of registration by the EPA or under appropriate regulations of the host county. Inspect other materials for conformance with specified requirements. Remove unacceptable materials from the job site.

1.6.3 Storage

Storage of herbicides on the installation will not be permitted unless it is written into the contract.

1.6.4 Handling

Handle and mix herbicides in accordance with the manufacturer's label.

Prevent contamination by dirt, water, and organic material. Protect herbicides from weather and the elements as recommended by the manufacturer's label. Spill kits must be maintained on applicator vehicles and must be available at the mixing site. Conduct herbicide mixing at a site designated by the contracting officer with adequate spill containment.

1.7 PROJECT/SITE CONDITIONS

Application of herbicide will not be permitted during or immediately following heavy rains, when conditions may allow runoff, or when they may create an environmental hazard. Herbicide applications are not permitted when they may contaminate aquifers or endanger humans or animals.

PART 2 PRODUCTS

2.1 SYSTEM DESCRIPTION

TV inspection of sewer pipelines encompasses cleaning, heavy cleaning, CCTV inspection and video recording of the existing sanitary or storm sewer mains included in the contract documents. This work includes by-pass pumping or diversion of sanitary sewer, sound reduction enclosure of by-pass pump, inspection logs, video requirements, permits, traffic control and the legal disposal of materials removed from the mains. It is typically used in coordination with slip lining existing piping.

It includes the mechanical equipment used to clean and dispose of the materials found in sewer pipes and structures, CCTV cameras and recording devices used to record the internal conditions of non-pressurized sewer piping.

2.2 EQUIPMENT

2.2.1 Cleaning Equipment

Utilize mechanically powered equipment necessary for the proper rodding, bucketing, brushing, root cutting, and flushing of the sewers, including a heavy duty power rodding machine that is compatible with the cleaning to be performed.

2.2.1.1 Rodding

Provide rodding equipment capable of rodding distances of up to 1000 feet

SECTION 33 01 30.16 Page 7 in one set-up and having the following capabilities:

a. The ability to spin the rod either clockwise or counter-clockwise, and be able to be pushed straight out or pulled back without rotating the machine.

b. The capability of pulling pipe-size swabs or brushes back through the pipeline for cleaning and flushing purposes.

2.2.1.2 Bucket Machine

Provide heavy-duty bucket machines for use on dragline work to clean the pipeline with buckets, brushes, scrapers, swabs or other similar devices in order to effectively remove debris and provide a clean sewer for the CCTV inspection, repair, or lining activities.

2.2.1.3 Hydraulic Flusher

Provide hydraulic high-pressure sewer cleaners used for sewer cleaning, specifically designed and constructed for such cleaning, that have a minimum usable water capacity of 600 gallons and a pump capable of delivering at least 30 gallons per minute (gpm) at 100 psi and having the following capabilities:

a. Pressure regulator nozzle capable of adjustment from 1 psi to 1500 psi.

b. Constructed for ease of use and safety of operation with two or more high-velocity nozzles capable of producing a scouring action from 15 to 45 degrees in lines designated to be cleaned.

c. A high-velocity gun for washing and scouring the manhole or structure walls and floor capable of producing flows from a fine spray to a solid stream.

d. Carry its own water tank, auxiliary engines, pumps, and hydraulically driven hose reel.

2.2.1.4 Sanitary Sewer Cleaning Equipment

Provide movable dam type hydraulically propelled equipment constructed in such a way that a portion of the dam may be collapsed at any time during the cleaning operation to protect against flooding of the sanitary sewer and having the following capabilities:

a. A movable dam equal in diameter to the pipe being cleaned.

b. A flexible scraper around the periphery to ensure the removal of grease.

Sewer cleaning balls or other equipment, which cannot be collapsed, are not allowed when cleaning sanitary sewer.

2.2.2 CCTV Equipment

Provide a video system capable of producing a sharply focused, well-lit and color balanced picture in accordance with the following requirements:

SECTION 33 01 30.16 Page 8

2.2.2.1 Pipe Inspection Camera and Associated Equipment

a. Provide a pipe inspection camera system that produces a video using a pan and tilt, radial viewing, that pans a minimum of 275 degrees and rotates 360 degrees. Illumination sensitivity of 3 Lux or less and a minimum of 460 lines of resolution is required.

b. Utilize video cameras specifically designed and constructed for CCTV inspection.

c. Provide a camera that is operative in 100 percent humidity conditions.

d. Provide a camera with an accurate footage counter that displays on the monitor the exact distance of the camera to the nearest 1/10 of a foot.

e. Provide a camera with a height adjustment so that the camera lens is typically centered in the pipe, or higher depending on water levels in the pipe.

f. Provide equipment that will produce digital color images and allows the CCTV technician to remotely balance the iris and color to produce a clear and true video of the pipeline.

g. Provide lighting for the camera that is suitable to provide a clear color picture of the entire periphery of the pipe.

h. Provide a reflector in front of the camera as necessary to enhance the lighting on dark or large diameter pipes.

i. Provide an accompanying computer and recording device capable of projecting and recording the facility location, project name, Contractor's name, date, line size, material type, line identification, manhole or structure ID numbers and ongoing footage counter onto the video screen.

2.3 MATERIALS

2.3.1 Herbicide

Provide herbicides currently registered by the EPA or approved for such use by the appropriate agency of the host county and approved by the Contracting Officer. Select herbicides that will eliminate root growth, inhibit future root growth, and are suitable for the wastewater treatment plant, and climatic conditions at the project site. Herbicides must be applied at the highest labeled rate. Submit manufacturer's label and Safety Data Sheet (SDS) for herbicides proposed for use.

2.3.2 Cleaning Products

Select cleaning products that do not present a health and safety concern, are allowed for use in the sewer system according to Federal and State regulations, will not adversely affect the water quality of the water being conveyed in the sewer system, are suitable for the wastewater treatment plant and the climatic conditions at the project site. Submit manufacturer's label and SDS for the cleaning products proposed for use.

SECTION 33 01 30.16 Page 9

PART 3 EXECUTION

3.1 PREPARATION

3.1.1 Traffic Control

a. Submit a detailed Traffic Control Plan to the Contracting Officer at least 10 days in advance when the manholes used to perform the TV inspection are located in or adjacent to the road. Comply with all applicable State Highway, Local and Installation requirements when preparing the traffic control plan.

b. Provide labor, signs, barricades, cones, arrow boards, flaggers, and any additional equipment necessary to complete the work.

3.1.2 Herbicide Application Plan

Prior to commencing application of herbicides, submit a herbicide application plan with the proposed sequence of treatment including dates and times of application. Include the herbicide trade name, EPA registration number, chemical composition, formulation, application rate, method of application, area or volume treated, and amount applied.

Include a copy of the pesticide applicator certificates.

3.1.3 Sewer Line Cleaning

Immediately prior to conducting CCTV activities, thoroughly clean the segment of sewer pipe to be video inspected. Clean the segments using hydraulically propelled, high-velocity jet, or mechanically powered equipment.

a. During cleaning and preparation operations, undertake precautions to protect the sewer system and property from damage. Restore property damaged as a result of such cleaning and preparation operations to pre-existing conditions.

b. During the course of normal cleaning operations immediately report pre-existing damage such as broken or missing pipe to the Contracting Officer.

c. When hydraulically propelled cleaning tools or tools which retard the flow in the sewer line are utilized, take precautions to ensure that the water pressure created does not damage or cause flooding on the adjacent site.

d. Maintain access to fire hydrants for the purpose of fire protection at all times.

e. If cleaning of an entire sewer section cannot be successfully performed from one manhole or structure, set up the equipment on the other entry or exit point and attempt cleaning again.

f. If successful cleaning cannot be performed from the opposite end or the equipment fails to traverse the entire pipeline section, cease cleaning those specific sewer sections, notify the Contracting Officer and CCTV inspect both sides of the pipeline section to determine the cause of the blockage.

SECTION 33 01 30.16 Page 10

3.1.3.1 Sanitary Sewer Cleaning

Minimize the interruptions to the existing flows to perform the cleaning of the sewers. Prevent sewage backups and immediately clear back-ups resulting from the cleaning operations. When possible, utilize the flow in the sewer system to provide the necessary pressure for the hydraulic cleaning devices. Return sewage diverted during cleaning operations to the sanitary system and do not discharge onto any surface, or into any water body or storm drain system.

3.1.4 Manhole or Structure Cleaning

Clean concrete and masonry surfaces prior to CCTV inspection. Completely remove grease, laitance, loose bricks, mortar, unsound concrete, loose or damaged wall mounted steps (cut flush with wall), and other materials.

Utilize water blasting (minimum 1200 psi) with compatible nozzles as the primary method of cleaning. It is acceptable to use other methods of cleaning such as concrete cleaners, degreasers or mechanical means to clean the surfaces. Thoroughly rinse, scrub, and neutralize the surfaces in order to remove cleaning agents and their reactant products. Do not allow material to pass to pipeline sections, which could adversely affect water quality, cause stoppages, accumulations of sand in wet wells, or damage to pumping equipment.

3.1.5 Flow Control

Reduce the flow depth to allow a minimum of 80 percent of the pipe wall to be displayed at all times during inspection so that defects, features, and other notable information can be collected.

3.1.5.1 Flow Reduction

Flow depth reduction can be accomplished by:

a. Providing bypass pumping.

b. High-pressure jet nozzle.

c. Plugging or by pulling the camera with a swab.

d. Performing the CCTV inspection during periods of minimal flow.

3.1.5.2 Floating the Camera

Video inspection performed while floating the camera is not acceptable.

Lower water levels as indicated in paragraph FLOW CONTROL.

3.1.6 Root Removal

Remove roots in the designated sewer sections and manholes or structures.

Ensure complete removal of roots to the joints. Use mechanical equipment that can be operated remotely, such as rodding machines, bucket machines, winches using root cutters and porcupines, and equipment such as high-velocity jet cleaners. Capture and remove roots from the sewerline at the downstream manhole or structure.

SECTION 33 01 30.16 Page 11

3.1.7 Material Removal and Disposal

Remove sludge, dirt, roots, grease, and other solid or semi-solid material resulting from cleaning operations at the downstream manhole or structure of the section being cleaned.

3.1.7.1 Dams or Weirs

When hydraulic cleaning equipment is used, place dam or weir in the downstream manhole or structure to trap such materials. Do not allow material to pass from pipeline section to pipeline section, which could cause stoppages, accumulations of sand in wet wells, or damage to pumping equipment.

3.1.7.2 Sludge and Debris Storage

Under no circumstances is sludge or other debris removed during these operations to be stored, dumped or spilled into streets, ditches, storm drains, or other sanitary sewer systems.

a. Dispose of solids and semi-solids resulting from the cleaning operations no less often than the end of each work day in accordance with the approved Disposal Plan.

b. Under no circumstances will debris be allowed to accumulate on the work site beyond the end of each work day, except in totally enclosed containers and as acceptable by the Contracting Officer.

c. Continuously maintain the haul route and work areas neat, clean, and reasonably free of odor. Cleanup any spill which occurs during the transport of cleaning or surface preparation by-products. Perform the cleanup of any such material pursuant to this Contract and in accordance with applicable law and environmental regulations.

d. Immediately notify the Contracting Officer of any spill and begin clean up any such spill or waste.

e. The Government will charge to the Contractor for any costs incurred or penalties imposed upon the Government as a result of the spill, dump or discard.

f. Under no circumstances is this material to be discharged into the waterways or any place other than where authorized to do so in accordance with the approved Disposal Plan.

3.1.7.3 Hauling of Waste Material

Provide vehicles hauling such waste material that meet the following requirements:

a. Provide transport vehicles of the type(s) approved for this application by the jurisdictions where those vehicles will be operated in the performance of activities associated with this Contract.

b. Provide transport vehicles with watertight bodies equipped and fitted with seals and covers to prohibit material spillage or drainage.

c. Clean vehicles to prevent deposits of material on roadways.

SECTION 33 01 30.16 Page 12

d. Load vehicles within legal weight limits and operate safely within traffic speed regulations.

e. The routes used for the conveyance of this material on a regular basis is subject to approval by the local governing bodies having jurisdiction over such routes.

3.2 APPLICATION

3.2.1 Chemical Root Treatment

Where permitted by the Contracting officer, State sewer regulations and the utility provider's requirements use a herbicide to aid in the removal of roots and treat pipeline sections that have root intrusion with an acceptable herbicide in accordance with the following conditions:

a. There can be no adverse effects on the performance of the wastewater treatment plant caused by the active ingredients of the herbicide. If adverse effects are identified in the wastewater treatment system, the Contractor must immediately suspend the application of the herbicide as directed by the Contracting Officer. Application of herbicides will be terminated, as directed by the Contracting Officer, if the adverse effects cannot be corrected to the satisfaction of the wastewater treatment plant operator.

b. Adhere to safety precautions as recommended by the manufacturer concerning handling and application of the herbicide.

c. Apply the herbicide to the roots in accordance with the manufacturer's recommendations and specifications.

3.2.1.1 Equipment Calibration and Tank Measurement

Submit a list of equipment to be used. Conduct calibration test on the application equipment to be used immediately prior to commencement of herbicide application. Measure the volume and contents of the application tank. Testing must confirm that the application equipment is operating within the manufacturer's specifications and meets the requirements of the herbicide label. Submit written certification of the equipment calibration test results within one week of testing. Where results from the equipment calibration and tank measurements tests are unsatisfactory, re-treatment will be required.

3.2.1.2 Mixing and Application

Perform all work related to formulating, mixing, and application in the presence of a DOD certified pesticide applicator, Pest Management QAE/PAR, or Integrated Pest Management Coordinator. Submit herbicide application records. Records will include the following information: date of application, location and site, type of operation, area treated, name of applicator, pesticide information (trade name, active ingredient, and formulation), amount of pesticide applied, and calculated pounds of active ingredient applied.

A closed system is recommended as it prevents the herbicide from coming into contact with the applicator or other persons. Only use water from designated sources. Fit filling hoses with a backflow preventer meeting local plumbing codes or standards. Prevent overflow during the filling operation. Spill kits must be maintained on applicator vehicles and must

SECTION 33 01 30.16 Page 13 be available at the mixing site. Herbicide mixing must be conducted at a site that has been designated by the Contracting Officer and that has adequate spill containment. Inspect the application equipment prior to each day of use for leaks, clogging, wear, or damage. Immediately perform repairs on the application equipment to prevent or eliminate leaks and clogging.

3.2.1.3 Clean Up, Disposal, And Protection

Once application has been completed, proceed with clean up and protection of the site without delay. Clean the site of all material associated with the treatment measures, according to label instructions. Remove and dispose of excess and waste material off Government property.

3.2.1.3.1 Disposal of Herbicide

Dispose of residual herbicides and containers off Government property, and in accordance with the approved disposal plan, label instructions and EPA requirements.

3.2.2 Inspection of Sewer Lines

Inspection of sewer lines applies to Pre-TV inspection, Post-TV inspection, RE-TV inspection and Warranty-TV inspection. Perform inspections of sewer lines in the presence of the Contracting Officer.

3.2.2.1 Communication

Set up hand operated radios, telephones, or other means of communication between the entry and exit points being inspected to ensure uninterrupted communication between members of the CCTV crew when manually operated winches are used to pull the television camera through the line.

3.2.2.2 Flush Main

Introduce a minimum of 1000 gallons of clear, potable water into the upstream manhole or structure or access structure of the mains to be CCTV inspected just prior to inserting the camera. The Contractor is responsible for collecting and disposing of the water in accordance with the approved disposal plan.

3.2.2.3 Camera Operation

Set counter to 0.00 feet at the entry point, which is the beginning manhole or structure wall. Move the camera through the line in either direction at a moderate speed, stopping to permit proper documentation of the sewer's condition or service connection locations. In no case will the camera be operated at a speed greater than 30 feet per minute. Slowly pan and tilt the camera at the beginning and ending manhole, structure connections, service connections, joints, visible defects, and pipe arterial transitions. Provide a full 360 degree view of the pipe, joints, and service connections.

Utilize manual winches, power winches, cable, powered rewinds or other devices that do not obstruct the camera view or interfere with camera operation or CCTV inspection of the pipe conditions as the camera is moved through the sewer line.

SECTION 33 01 30.16 Page 14

3.2.2.3.1 Recording Defects

During CCTV inspection, temporarily stop the camera at each defect or feature along the line.

3.2.2.4 Documentation of CCTV Inspection

Documentation of CCTV inspection applies to Pre-TV inspection, Post-TV inspection, RE-TV inspection and Warranty-TV inspection.

Utilize a data logger and reporting system that is PACP compliant to make a video and audio recording of the CCTV inspections. Submit video recordings, inspection logs, and digital photographs as indicated in the following sub-paragraphs.

3.2.2.4.1 Video Recordings

Provide a color video showing the completed work and document the inspection on a digital recorder. Capture inspection video in either MPEG-4 or Windows Media Video (WMV) format with a minimum resolution of 352 x 240 pixels and an interlaced frame rate at a minimum of 24 frames per second. Save video on CD or DVD. However, the CCTV inspection video of a segment must be wholly contained on a single CD or DVD. The video recording must meet the following requirements:

a. Provide a continuous and uninterrupted recorded video for the pipe segment being examined. Include the official project title, Contracting party, Contractor's name, street name, manhole or structure ID numbers, direction of video and flow, date and time video was recorded, continuous counter text, pipe size and material, material changes in the pipe segment, audio and text call outs of laterals, fixtures and problem areas in the recorded video.

b. Include an audio track recorded by the CCTV technician during the actual inspection work with a description of the parameters of the line being inspected on the video recordings. The audio may be from the voice of the CCTV technician or it may be computer generated.

c. Include the location, pipe diameter, pipe material, defects, service lateral locations and any unusual conditions found in PACP format.

d. Submit labeled CDs or DVDs of the video inspections.

e. Without exception, CCTV inspections must be continuous without video interruption or gaps for pipe segments.

f. Clean, flush, and RE-TV pipe segments with video interruptions or gaps.

3.2.2.4.2 TV Inspection Logs

Submit computer generated records that clearly show the location and orientation in relation to an adjacent manhole or structure of each infiltration point observed during the inspection.

Record other points of significance such as locations and orientations of service connections, missing or broken pipe, roots, the presence of grease, scale or corrosion, bellies, fractures, cracks, and other discernible features using PACP designations.

SECTION 33 01 30.16 Page 15

3.2.2.4.3 Digital Photographs

Submit JPEG images at a minimum resolution of 640 x 480 pixels. Save digital photographs in JPEG file format on CD or DVD. Document noted defects and lateral connections as color digital files and hard copy print-outs. Photo logs are to accompany each photo submitted.

3.2.3 Pre-TV Inspection

Immediately after cleaning has been performed, complete a Pre-TV inspection, in accordance with paragraph INSPECTION OF SEWER LINES.

Submit Pre-TV inspection documentation in accordance with paragraph

DOCUMENTATION OF CCTV INSPECTION.

3.2.4 Post-TV Inspection

Immediately after visual, deflection, pressure and leak testing and service reconnections are complete on a pipe segment, complete Post-TV inspection accordance with paragraph INSPECTION OF SEWER LINES. Submit Post-TV inspection documentation in accordance with paragraph DOCUMENTATION OF CCTV INSPECTION. Provide post installation inspection documentation within 10 working days of the liner installation. The Contracting Officer may, at his or her discretion, suspend any further installation of lining materials if post-installation documentation is not submitted within 10 working days. As a result of this suspension, no additional working days will be added to the Contract, nor will any adjustment be made for increase in cost.

3.2.4.1 Post-TV Defects

If defects are found in the mains or services during the Post-TV inspection make repairs according to the specifications. RE-TV all repairs accordance with paragraph INSPECTION OF SEWER LINES. Provide additional RE-TV inspections of complete pipe segments as follows:

a. Perform a RE-TV inspection of the complete pipe segment. If no additional defects are found in the Re-TV inspections, then the Post-TV inspection is complete.

b. If defects are found in these additional inspections make repairs according to the specifications and provide Re-TV inspection for the complete pipe segment.

c. If defects are found in these additional inspections make repairs according to the specifications and Re-TV the repaired pipe segments until no Post-TV defects are found.

3.2.5 Warranty-TV Inspection

Submit Warranty-TV Inspection no later than 30 days prior to the expiration of the warranty. Comply with paragraphs TV INSPECTION OF SEWER LINES and DOCUMENTATION OF CCTV INSPECTION. Complete Warranty-TV inspections in the presence of the Contracting Officer. The Contracting Officer has the option to select the pipe segments for the Warranty-TV inspection. Comply with the following requirements:

a. Provide a complete pipe segment Warranty-TV inspection of pipe segments where a liner repair was performed during Post-TV Inspection.

SECTION 33 01 30.16 Page 16

b. Provide a complete pipe segment Warranty-TV inspection of pipe segments where a point repair was performed.

c. Provide a Warranty-TV inspection of at least one full pipe segment of each size and type of slip lining installed.

d. Provide a Warranty-TV inspection of at least 10 percent of the total length of all pipe segments.

All of Warranty-TV inspections above may be included to satisfy the percentage of total length requirement. If no defects are found in the mains and services in the above minimum pipe segments inspected, then the Warranty-TV inspection is complete.

3.2.5.1 Warranty-TV Defects

If defects are found in the mains or services during the Post-TV inspection make repairs according to the specifications. RE-TV all repairs. Provide additional Warranty-TV inspections of complete pipe segments as follows:

a. Warranty-TV inspect an additional 15 percent of the footage based on the length of the total project. If no additional defects are found in the additional Warranty-TV inspections, then the Warranty-TV inspection is complete.

b. If defects are found in these additional inspections make repairs according to the specifications, RE-TV all repairs and provide Warranty-TV inspections for the remaining pipe segments in the project.

c. If defects are found in these additional inspections make repairs according to the specifications and Re-TV the repaired pipe segments.

3.2.6 RE-TV Inspection

After repairs are made to a main or service, complete RE-TV inspection accordance with paragraph INSPECTION OF SEWER LINES and DOCUMENTATION OF

CCTV INSPECTION.

3.3 FIELD QUALITY CONTROL

3.3.1 Verification of Measurement

Once herbicide applications have been completed, measure tank contents to determine the remaining volume. The total volume measurement of used contents for the application must equal the established application rate for the project site conditions. Submit written verification that the volume of herbicide used meets the application rate.

3.3.2 Inspection

3.3.2.1 Technical Representative

Provide a technical representative who is a DOD certified pesticide applicator or Pest Management Quality Assurance Evaluator (QAE)/Performance Assessment Representative (PAR). The technical representative must be present at all meetings concerning root removal and during treatment application. Contact the Integrated Pest Management Coordinator prior to starting work.

SECTION 33 01 30.16 Page 17

3.4 CLOSEOUT ACTIVITIES

3.4.1 Sewer Cleaning

Submit copies of Records of Disposals indicating the disposal site, date, amount, and a brief description of the materials disposed.

3.4.2 Herbicides

Upon completion of work, submit the Pest Management Report DD Form 1532-1, or an equivalent computer product, to the Integrated Pest Management Coordinator. This form identifies the target pest, type of operation, brand name of pesticide, formulation, and concentration or rate of application used.

-- End of Section --

SECTION 33 01 30.16 Page 18

DIVISION 33 - UTILITIES

SECTION 33 01 30.72

RELINING SEWERS

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PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.3 ADMINISTRATIVE REQUIREMENTS

1.3.1 Scheduling

1.4 SUBMITTALS

1.5 QUALITY CONTROL

1.5.1 Qualifications

1.5.1.1 Contractor's Qualifications

1.5.1.2 CIPP Installer's Qualifications

1.5.1.3 Superintendent's Qualifications

1.5.1.4 Quality Control Specialist

1.5.1.5 Liner Manufacturer

1.5.1.6 Quality Control Laboratory

1.5.2 Quality Control Plan

1.6 DELIVERY, STORAGE, AND HANDLING

1.6.1 Resin

1.7 PROJECT/SITE CONDITIONS

1.7.1 Environmental Requirements

1.7.1.1 Disposal Of Process Water

1.8 WARRANTY

1.8.1 Warranty-TV Inspection

PART 2 PRODUCTS

2.1 SYSTEM DESCRIPTION

2.1.1 Design Requirements

2.1.1.1 Structural Requirements

2.1.1.1.1 Cured-In-Place Pipe

2.1.1.1.2 Fold and Form Pipe

2.1.2 Performance Requirements

2.1.2.1 Cured-In-Place Pipe

2.1.2.2 Fold-And-Form Pipe

2.1.3 Tolerances

2.1.3.1 Cured-In-Place Pipe

2.1.3.2 Fold-And-Form Pipe

2.1.3.2.1 Fold-And-Form Poly (Vinyl Chloride) Pipe

2.1.3.2.2 Polyethylene (PE) Liner

2.2 MATERIALS

2.2.1 Hydrophilic Seals

2.2.2 Lubricant

2.2.3 Cured-In-Place Pipe

2.2.3.1 Resin-Impregnated Tube

2.2.3.2 Thermosetting Resin Pipe

2.2.3.3 Product Data

SECTION 33 01 30.72 Page 1

2.2.3.4 Test Reports

2.2.3.5 Certificates

2.2.3.6 Manufacturer's Instructions

2.2.3.7 Resin

2.2.4 Fold-And-Form Pipe

2.2.4.1 Manufacturer's Instructions

PART 3 EXECUTION

3.1 EXAMINATION

3.2 PREPARATION

3.2.1 Traffic Control

3.2.2 Set-Up and Sequence

3.2.3 Sewer Flow Control

3.2.3.1 Bypassing Existing Sewage Flows

3.2.4 Cleaning

3.2.4.1 Line Obstructions

3.2.5 Protection

3.2.6 Surface Preparation

3.3 INSTALLATION

3.3.1 Cured-In-Place Pipe

3.3.1.1 Finish

3.3.2 Fold-And-Form Pipe

3.3.2.1 Finish

3.3.3 Manhole Connections

3.3.4 Cured-In-Place Pipe

3.3.4.1 Resin

3.3.5 Reconnections Of Existing Services

3.4 FIELD QUALITY CONTROL

3.4.1 Tests

3.4.1.1 Cured-In-Place Pipe

3.4.1.2 Fold-And-Form Pipe

3.4.2 Inspection

3.4.2.1 Cured-In-Place Pipe

3.4.2.2 Fold-And-Form Pipe

3.4.3 Inspections

3.4.4 Repair Of Defects

3.4.4.1 Cured-In-Place Pipe

3.4.4.2 Fold-And-Form Pipe

3.5 ADJUSTING AND CLEANING

3.5.1 Lateral Connections

SECTION 33 01 30.72 Page 2

SECTION 33 01 30.72

RELINING SEWERS

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PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE MOP 120 (2009) Trenchless Renewal of Culverts and Storm Sewers

AMERICAN WATER WORKS ASSOCIATION (AWWA)

AWWA M45 (2013; 3rd Ed) Fiberglass Pipe Design

ASTM INTERNATIONAL (ASTM)

ASTM D790 (2017) Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials

ASTM D2412 (2021) Standard Test Method for Determination of External Loading Characteristics of Plastic Pipe by Parallel-Plate Loading

ASTM D2990 (2017) Standard Test Methods for Tensile, Compressive, and Flexural Creep and Creep-Rupture of Plastics

ASTM D5813 (2004; R 2018) Standard Specification for Cured-In-Place Thermosetting Resin Sewer Piping Systems

ASTM F1216 (2022) Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube

ASTM F1504 (2014) Standard Specification for Folded Poly(Vinyl Chloride) (PVC) Pipe for Existing Sewer and Conduit Rehabilitation

ASTM F1533 (2001; R 2009) Standard Specification for Deformed Polyethylene (PE) Liner

ASTM F1606 (2019) Standard Practice for Rehabilitation of Existing Sewers and Conduits with Deformed Polyethylene (PE)

SECTION 33 01 30.72 Page 3

Liner

ASTM F1743 (2016) Standard Practice for Rehabilitation of Existing Pipeline and Conduits by Pulled-In-Place Installation of Cured-In-Place Thermosetting Resin Pipe

(CIPP)

ASTM F1867 (2006; R 2012) Standard Practice for Installation of Folded/Formed Poly (Vinyl Chloride) (PVC) Pipe Type A for Existing Sewer and Conduit Rehabilitation

ASTM F1871 (2011) Standard Specification for Folded/Formed Poly (Vinyl Chloride) Pipe Type A for Existing Sewer and Conduit Rehabilitation

ASTM F2019 (2011) Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Pulled in Place Installation of Glass Reinforced Plastic (GRP) Cured-in-Place Thermosetting Resin Pipe (CIPP)

1.2 DEFINITIONS

Use the definitions in the applicable standard. When the the applicable standard does not have a definition, use ASCE MOP 120.

1.3 ADMINISTRATIVE REQUIREMENTS

1.3.1 Scheduling

Minimize obstruction and inconvenience to traffic, pedestrians, and tenants.

1.4 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Contractor Quality Control (CQC) Plan; G

Sequence Of Liner Installation; G

Traffic Control Plan; G

Bypass Plan; G

Disposal Of Process Water; G

SD-02 Shop Drawings

SECTION 33 01 30.72 Page 4

FFP Repair Method; G

SD-03 Product Data

Hydrophilic Seal; G

Lubricant; G

Fabric Tube; G

CIPP Product Data; G

Catalyst; G

Raw Resin Data; G

Flexible Membrane; G

SD-05 Design Data

Engineering Design Calculations; G

Resin To Tube Ratio; G

FFP Engineering Design Calculations; G

SD-06 Test Reports

IR Analyses; G

Temperature Logs; G

Curing Logs; G

CIPP Sample Test Results; G

FFP Temperature Logs; G

FFP Curing Logs; G

FFP Sample Test Results; G

SD-07 Certificates

Contractor's Qualifications; G

Superintendent's Qualifications; G

Certificate of QC Laboratory Accreditation; G

Resin Dye; G

SECTION 33 01 30.72 Page 5

Liner Manufacturer; G

CIPP Installer's Qualifications; G

Shipping Documents; G

Manufacturing Certificate; G

SD-08 Manufacturer's Instructions

Manufacturer's Instructions; G

1.5 QUALITY CONTROL

1.5.1 Qualifications

1.5.1.1 Contractor's Qualifications

The Contractor is to have a minimum of three years of continuous experience installing Cured-In Place Pipe (CIPP) in pipe of a similar size, length and configuration. A minimum of 150,000 linear feet of shop wet-out liner installation is required and a minimum of six onsite wet-out installations are required as specifically applicable to this Contract.

A minimum of three years experience using the proposed Fold-And-Form Pipe (FFP) rehabilitation of sewers' product is required as well as the installation of at least 50,000 linear feet of the proposed FFP product(s). Employees and subcontractors performing work on the FFP rehabilitation are to be certified by the FFP rehabilitation system supplier as qualified to perform work with the proposed product. The firm performing the work is to be licensed by the liner process manufacturer.

1.5.1.2 CIPP Installer's Qualifications

The lead personnel including the superintendent, the foreman and the lead crew personnel for the resin wet-out, the CIPP installation, liner curing and the robotic service reconnections each are to have a minimum of three years of total experience with the CIPP technology utilized.

1.5.1.3 Superintendent's Qualifications

The superintendent for the Contract is to have supervised projects in which at least 25,000 linear feet of pipe has been rehabilitated using the product. The superintendent must be on-site during all phases of the work involving the insertion and processing of the liner.

1.5.1.4 Quality Control Specialist

The Quality Control (QC) Specialist is responsible for monitoring and documenting activities related to QC of the liner system from manufacturing through installation. The QC Specialist is to have a minimum of three years of continuous experience installing FFP CIPP of similar size, length and configuration as contained in this contract. The QC Specialist is to be certified by the liner system supplier as qualified to perform work with the proposed liner system.

1.5.1.5 Liner Manufacturer

Use felt material manufactured by companies specializing in felt

SECTION 33 01 30.72 Page 6 production for CIPP. The manufacturer is to have manufactured felt material for CIPP for at least two years as documented by references.

Submit felt manufacturer, references and location of the manufacturing facility. The felt material manufacturer and facility cannot change during construction unless specifically approved by the Contracting Officer in writing and in advance of its use.

1.5.1.6 Quality Control Laboratory

Select a QC Laboratory that has provided QC testing for at least three completed projects with the proposed liner system; and is independent from, and not associated with, the Contractor. QC Laboratory must be certified to perform testing in accordance with the following standards:

ASTM D790, ASTM D2412, ASTM D2990, ASTM D5813, and ASTM F1216. Submit the Certificate of QC Laboratory Accreditation.

1.5.2 Quality Control Plan

Submit a detailed Contractor Quality Control (CQC) Plan that fully represents and conforms to the requirements of these specifications. At a minimum the CQC is to include the following:

a. Defined responsibilities, of the personnel, for assuring that quality requirements, for this Contract are met. Assign these responsibilities to specific personnel.

b. Submit clearly defined proposed procedures for quality control, product sampling and testing as part of the plan.

c. Proposed methods for product performance controls, including method of and frequency of product sampling and testing both in raw material form and cured product form.

d. A scheduled performance and product test result review with the Contracting Officer at a regularly scheduled progress meeting.

e. Prepare Inspection Forms and guidelines for quality control inspections in accordance with the standards specified in this Contract and submitted with the QCP.

f. Outline specific repair or replacement procedures for potential defects that occur in the installed liner system, following repair or replacement procedures that are compatible with the system being used. Submit Repair or Replacement Procedures must adhere to the product manufacturer's written specifications for repair or replacement.

1.6 DELIVERY, STORAGE, AND HANDLING

Ship, store, and handle materials in a manner consistent with the written specifications of the liner system manufacturer to avoid damage. Damage may include, but is not limited to, gouging, abrasion, flattening, cutting, puncturing, or ultra-violet (UV) degradation. Select on site storage locations for approval by the Contracting Officer. Promptly remove and dispose of damaged materials.

As a minimum the FFP delivered to the job site is to contain the manufacturers name or trademark, the nominal outside diameter, the cell

SECTION 33 01 30.72 Page 7 classification, the DR designation, and the ASTM designation of the pipe.

1.6.1 Resin

Ship the resin directly from the resin manufacturer's facility to the CIPP wet-out facility. Submit copies of the shipping documents from the resin manufacturer to the Contracting Officer showing dates of shipment, the originating location and the receiving location.

1.7 PROJECT/SITE CONDITIONS

The use of the product is not to result in the formation or production of any detrimental compounds or by-products including cuttings and pipe coupons, at the wastewater treatment plant or environment.

1.7.1 Environmental Requirements

Cool superheated water to below 100 degrees F before discharge. Notify the Contracting Officer and identify any by-products produced as a result of the installation operations. Comply with local waste discharge requirements.

1.7.1.1 Disposal Of Process Water

Submit a procedure for the containment and disposal of process water for approval by the Contracting Officer.

1.8 WARRANTY

1.8.1 Warranty-TV Inspection

a. Complete a Warranty-TV inspection starting no earlier than 60 days prior to expiration of the warranty. Perform Warranty-TV Inspection as specified in Section 33 01 30.16 TV INSPECTION OF SEWER LINES and at a time directed by the Contracting Officer. The specific locations will be selected by the Contracting Officer.

b. Repair any defects or abnormalities in lining, laterals or manhole connections which may materially affect the integrity, strength, function or operation of the pipe in accordance with Repair or Replacement Procedures.

PART 2 PRODUCTS

2.1 SYSTEM DESCRIPTION

Rehabilitate sewer pipelines by the installation of FFP CIPP .

2.1.1 Design Requirements

2.1.1.1 Structural Requirements

2.1.1.1.1 Cured-In-Place Pipe

Design the CIPP in accordance with the applicable provisions of ASTM F1216 for fully or partially gravity pipe conditions. Provide engineering design calculations, performed and sealed by a qualified registered Professional Engineer in accordance with ASTM F1216 Appendix X1 Design Considerations for each length of liner to be installed including the

SECTION 33 01 30.72 Page 8 thickness of each pipe segment. It is acceptable to submit a design for the most severe line condition and apply that design to…