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BUILDING DEPARTMENT R
IECIEED� V
VILLAGE OF RYE BROOK MAR 17 2025
938 KING STREET RYE BROOK,NY 10573
(914) 939-0668
tttttt.rxel7run4.nt .r�ov VILLAGE OF RYE BROOK
BUILDING DEPARTMENT
PLUMBING PERMIT APPLICATIO
FOR OFFICE USE ONLY BP#: PP#: f
Approval Date: - I � -rr Z O LSD Permit Fee: S
Approval Signature: b� �� Disapproved:
(fees are non-refundable)
DO M)t sTART W ORK or CONSI'Rl'C'TION I'NTIL A PERMIT HAS BEEN ISSFED 131 TIIE Ill ILDING
INSPEC'TOR. THE:ILDMINISTRATIVE FEE FOR WORK PROGRESSED OR COMPLETED W1"FIiOI T A
PERMIT IS 12%OF THE TOTAL COST OF CONSTRUCTION WITH A MINIMUM FEE OF S750.00
Application dated, 3 7 X-5 is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of
a Permit to install and/or remove Plumbing as per detailed statement described below.The applicant&property owner,by signing this
document agree that said plumbing work will be in conformance with all applicable Federal,State,County and Local Codes. /�
1.Address: �� 'J-1 kJ N "0 j/I� SBLt 1 �i�3 _ -_ _� Zone:/C—/
2.Proposed Work: I N '� � 1 2�
`ow
3.Property Owner: N 60 Address: I HE# I_k !Y Mj!j kNl
Phone#: 6 ������Cell#: email:
4.Master Plumber: Address: C�I C(��1 J y C
Lic. #: Phone#: 9 y ](��j' Cell#: //-f f: — email: "V -t lo G
Company Name:o �II�N �tSln � T! I�r�A� Address:
INDICATE FIXTURES&LINES TO BE INSTALLED AS PER THE FOLLOWING SCHEDULE:
Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Natural/ Other* Total
Closets Fountains Tubs Tubs Service Service Sewer LP Gas
Basement
Ist Floor
2nd Floor
3"Floor
4`1 Floor
5'h Floor
Exterior
5.* List Other Equipment/Provide Details: S L�c �tl N
(Notarized Signatures Required Next 2 Pages)
-1- 6/1/2024
BUILDING DEPARTMENT R
IE C IE � " F
VILLAGE OF RYE BROOK FMAR17 2025 ID
938 KING STREET RYE BROOik, NY 10573
(914)939-0668 VILLAGE OF RYE BROOK
w4;1 chirotliy. r�� BUILDING DEPARTMENT
AFFIDAVIT OF COMPLIANCE
VILLAGE CODE §216 • STORM SEWERS AND SANITARY SEWERS
THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED
ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT
APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT .
STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as:
[.S nonl�-�rr3-�k.,dil�f�..' ' , residing at,
—i Milt a1'1111k:i
being duly sworn, deposes and states that(s)he is the applicant above named,and further states that(s)he is the
legal owner of the property to which this Affidavit of Compliance pertains at,
�� �`4� ��l�rr✓Alr' , Rye Brook,NY.
Further that all statements contained herein are true,and that to the best of his/her knowledge and belief,that
there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer,and further
that there are no roof drains,sump pumps, or other prohibited stormwater or groundwater connections or sources
of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State,
County and Village Codes.
Si_naturc i�t Nm��crtt l l��ncrf�I i
�,I' I !'ruE�crt� ri�•,e��Rtii�
Sworn to before me this
EMMA B. VINCENT
day of N1avGh ,20 25 NOTARY PUBLIC-STATE OF NEW YORK
No.01 V1639B159
Qualified in New York County
(Nolan I'llhltk:I My Commission Expires 09.23-2027
h'1"_Ili
STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as:
being duly sworn,deposes and states that he/she is the applicant above named,
(print name of individual signing as the applicant)
and further states that(s)he is the Master Plumber for the legal owner and is duly authorized to make and file this application.
That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use
conducted at the above captioned property will be in conformance with the details as set forth and contained in this application
and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire
Prevention& Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations.
Sworn to before me this 3 Sworn to before me this I -7
day of !K 20 � day of ~ ,20 -
Signature of Property Owner Si na a of Applicant
Print Name of Property Owner Print Xame of Applicant
EMMA B. VINCENT 1 ` atCa
Notary Public NOTARY PUBLIC-STATE OF NEW YORK Notary Public
No.01V16398159 SHARI MELlLLO
Qualified in New York County Notary Public,State of New York
My Commission Expires 09-23-2027 No.01ME6160063
Qualified In Westchestet Courdy
Com i ie Expit
This application must be properly completed in its entirety and must Inc C the IIAT hZe s) of
the legal owner(s)of the subject property,and the applicant of record in the spaces provided. Applications
not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be
returned to the applicant.
.2.
6/1/2024
�E BRC�k•
cu �
Fb
1932• BUILDING DEPARTMENT
❑BUILDING INSPECTOR
ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK
❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573
(914) 939-0668 FAx (914) 939-5801
www.ryebrook.org
- - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - -
ADDRESS : 1 f ` A v DATE: U
PERMIT# i ` Z O L) ISSUED: SECT: /3�• BLOCK: LOT:
LOCATION: r "_,� IA ! ' f ) OCCUPANCY:
❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/ REINSPECTION
JSITE INSPECTION REQUIRED
❑ FOOTING
❑ FOOTING DRAINAGE
❑ FOUNDATION
❑ UNDERGROUND PLUMBING NOTES ON INSPECTION:
❑ ROUGH PLUMBING
❑ ROUGH FRAMING
❑ INSULATION
❑ NATURAL GAS
❑ L.P. GAS
❑ FUEL TANK
❑ FIRE SPRINKLER
❑ FINAL PLUMBING
❑ CROSS CONNECTION
❑ FINAL
❑ OTHER
QyE BRC��,
cu �
1 '9�2 BUILDING DEPARTMENT
❑,6UILDING INSPECTOR
ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK
❑CODE ENFORCEMENT OFFICER 938 KING STREET . RYE BROOK,NY 10573
(914) 939-0668 FAx (914) 939-5801
www.ryebrook.org
- - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - -
ADDRESS :- 1 (7 W PVJ .> *�t' A DATE:
PERMIT# % ` ISSUED-3- /�'Z5 SECT:11Y, t?3 BLOCK: LOT:
LOCATION: v 1\ l W ►J GJ Pn OCCUPANCY:
❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/ REINSPECTION
❑ SITE INSPECTION REQUIRED
❑ FOOTING
❑ FOOTING DRAINAGE
❑ FOUNDATION
0 UNDERGROUND PLUMBING NOTES ON INSPECTION:
❑ ROUGH PLUMBING
❑ ROUGH FRAMING
❑ INSULATION
❑ NATURAL GAS L
❑ L.P. GAS j
❑ FUEL TANK
❑ FIRE SPRINKLER
FINAL PLUMBING
❑ CROSS CONNECTION
❑ FINAL
OTHER F P
-Sic w e
�r
�.� N `''
s
: .
Department Of %LAXV,%5s
Attn : - - Inspector
RE :
Dear —Plumbing Inspector : Za,v
This will confirm that in accordance with the New York State international Plumbing Code
Section 316 , an alternative engineered design will be followed explicitly and in its entirety I\afor the
proposed installation under Permittee ,i —President of G o rti, P`"'�
of a "Perma-Liner Lateral Lining with Stinger Steam Cure System" (which
maintains certifications throijgh ASTM F1216, ASTM F1743, NSF, ICC , UCP, ICP, et. al.) , for a
distance of approximately! ft. into an existing I sewer pipe at the subject premises .
A"DYE TEST' will be performed by The
Attached please find information regarding the above specified product usage, performance and
history within the"Cured-in-Place-Pipe' ( CIPP) market.
Also attached please find the applicable ]CC"International Code Council" Evaluation Report.
If you require any additional information , please contact the undersigned .
=\
(1 ` - ��� `
Pro fessional Engineer
j^ '
Design Professional of Record ': ��
BA@ALY BADA ENGINEERING PLLC
2 Wilson PI,Mt Vernon,NY 10550
March 31, 2025
ATT: Building & Code Enforcement
Village of Rye Brook ----...
938 King Street D U -�,!j (E
Rye Brook, NY 10573APR 0 Z AND
u v L�
RE: 18 Hawthorne Avenue APR 0 2 2025
Rye Brook, NY 10573
SBL: 135.83-1-31 VILLAGE OF RYE BROOK
BUILDING DEPARTMENT
To Whom It May Concern:
This letter is provided to confirm that in accordance with the 2020 New York State Plumbing
Code Section 316, an alternative engineered design will be followed explicitly and in its entirety
for the proposed installation under Permittee, All Rooter Inc., of a "Perms-Liner Lateral Lining with
Stinger Steam Cure System" (which maintains certifications through ASTM F1216, ASTM F1743,
NSF, ICC , UCP, ICP, et al.), for a distance of approximately 90 ft.into an existing 6"clay sewer
pipe at the subject premises.Attached please find information regarding the above
specified product usage, performance and history within the"Cured-In-Place-Pipe" (CIPP)
market.Also attached please find the applicable ICC "International Code Council" Evaluation
Report If you require any additional information.
Should you have any questions, please call me at 914-465-9010.
Respectfully Submitted,
OF NEwY
* j
f
095887
FESSIO�P�
Shahin Badaly
P.E. 095887
badaly.com T:914-465-9010
1/1
Designation: F1216- 16
NVTERNAT/ONAL
Standard Practice for ; r�
Rehabilitation of Existing Pipelines and Conduits the
Inversion and Curing of a Resin-Impregnated Tu 3 APR 0 2 2025
This standard is issued under the fixed designation F1216;the number immediately following the desig tioli/RJk-,AG, &OF RYE BROOK
original adoption or,in the case of revision,the year of last revision.A number in parentheses indicates th ye1V-LDq e'dE'pARTMENT
superscript epsilon(e)indicates an editorial change since the last revision or reapproval.
1. Scope* and Reinforced Plastics and Electrical Insulating Materi-
1.1 This practice describes the procedures for the recon- als
struction of pipelines and conduits (2 to 108-in. diameter) by D903 Test Method for Peel or Stripping Strength of Adhe-
the installation of a resin-impregnated, flexible tube which is sive Bonds
inverted into the existing conduit by use of a hydrostatic head D 1600 Terminology for Abbreviated Terms Relating to Plas-
or air pressure. The resin is cured by circulating hot water or tics
introducing controlled steam within the tube. When cured, the D3567 Practice for Determining Dimensions of"Fiberglass"
finished pipe will be continuous and tight-fitting. This recon- (Glass-Fiber-Reinforced Thermosetting Resin) Pipe and
struction process can be used in a variety of gravity and Fittings
pressure applications such as sanitary sewers, storm sewers, D3839 Guide for Underground Installation of "Fiberglass"
process piping, electrical conduits, and ventilation systems. (Glass-Fiber Reinforced Thermosetting-Resin) Pipe
D5813 Specification for Cured-In-Place Thermosetting
1.2 The values stated in inch-pound units are to be regarded Resin Sewer Piping Systems
as standard.The values given in parentheses are mathematical E797/E797M Practice for Measuring Thickness by Manual
conversions to SI units that are provided for information only Ultrasonic Pulse-Echo Contact Method
and are not considered standard. F412 Terminology Relating to Plastic Piping Systems
1.3 This standard does not purport to address all of the 2.2 AWWA Standard.
safety concerns, if any, associated with its use. It is the Manual on Cleaning and Lining Water Mains, M 284
responsibility of the user of this standard to establish appro-
priate safety and health practices and determine the applica- 2.3 NASSCO Standard:
bility of regulatory limitations prior to use. For specific Recommended Specifications for Sewer Collection System
precautionary statements, see 7.4.2. Rehabilitation
2. Referenced Documents 3. Terminology
2.1 ASTM Standards:3 3.1 Definitions are in accordance with Terminology F412
D543 Practices for Evaluating the Resistance of Plastics to and abbreviations are in accordance with Terminology D1600,
Chemical Reagents unless otherwise specified.
D638 Test Method for Tensile Properties of Plastics 3.2 Definitions of Terms Specific to This Standard:
D790 Test Methods for Flexural Properties of Unreinforced 3.2.1 cured-in-place pipe (CIPP)—a hollow cylinder con-
taining a nonwoven or a woven material, or a combination of
nonwoven and woven material surrounded by a cured thermo-
This practice is under the jurisdiction of ASTM Committee 1`17 on Plastic setting resin. Plastic coatings may be included. This pipe is
Piping Systems and is the direct responsibility of Subcommittee 1:17.67 on formed within an existing pipe.Therefore,it takes the shape of
Trenchlesc Plastic Pipeline Technology.
Current edition approved Aug. 1, 2016. Published August 2016. Originally and fits tightly to the existing pipe.
approved in 1989. Last previous edition approved 20O9 as F1216-09. DOI: 3.2.2 inversion—the process of turnip the resin-
10.1520/FI216-16. p g
2 The following report has been published on one of the processes:Driver.F.T., impregnated tube inside out by the use of water pressure or air
and Olson. M. R.. "Demonstration of Sewer Relining by the lnsintfornr Process, pressure.
Northbrook.Illinois."EPA-600/2-83-064,Environmental Protection Agency, 1983.
Interested parties can obtain copies from the Environmental Protection Agency or
from a local technical library.
'For referenced ASTM standards, visit the ASTM website,www.asim.org,or 'Available from American Water Works Association(AWWA).6666 W.Quincy
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Ave.,Denver.CO 80235,http://www.awwa.org.
Standards volume information,refer to the standard's Document Summary page on `Available from the National Association of Sewer Service Companies. 2470
the ASTM website. Longstone Lane,Suite M Marriottsville,MD 21104.httpJ/www.nacuo.tirg/
*A Summary of Changes section appears at the end of this standard
Copyright O ASTM International,100 Barr Harbor Drive,PO Box C700,West Conshohocken,PA 19428-2959.United States
Copyright by ASTM Intl(all rights reserved);Tue Dec 13 15:39:13 EST 2016 1
Downloaded/printed by
John Heisler(Pipe Lining Supply,Inc.)pursuant to License Agreement.No further reproductions authorized.
F1216 - 16
3.2.3 lift—a portion of the CIPP that has cured in a position 7.1.2 Cleaning of Pipeline—All internal debris should be
such that it has pulled away from the existing pipe wall. removed from the original pipeline. Gravity pipes should be
cleaned with hydraulically powered equipment, high-velocity
4. Significance and Use jet cleaners, or mechanically powered equipment (see
4.1 This practice is for use by designers and specifiers, NASSCO Recommended Specifications for Sewer Collection
regulatory agencies,owners,and inspection organizations who System Rehabilitation). Pressure pipelines should be cleaned
are involved in the rehabilitation of conduits through the use of with cable-attached devices or fluid-propelled devices as
a resin-impregnated tube inverted through the existing conduit. shown in AWWA Manual on Cleaning and Lining Water
As for any practice,modifications may be required for specific Mains, M 28.
job conditions. 7.1.3 Inspection of Pipelines—Inspection of pipelines
should be performed by experienced personnel trained in
5. Materials locating breaks, obstacles, and service connections by closed-
5.1 Tube—The tube should consist of one or more layers of circuit television or man entry. The interior of the pipeline
flexible needled felt or an equivalent nonwoven or woven should be carefully inspected to determine the location of any
material, or a combination of nonwoven and woven materials, conditions that may prevent proper installation of the impreg-
capable of carrying resin, withstanding installation pressures nated tube, such as protruding service taps, collapsed or
and curing temperatures. The tube should be compatible with crushed pipe,and reductions in the cross-sectional area of more
the resin system used.The material should be able to stretch to than 40%. These conditions should be noted so that they can
fit irregular pipe sections and negotiate bends. The outside be corrected.
layer of the tube should be plastic coated with a material that 7.1.4 Line Obstructions—The original pipeline should be
is compatible with the resin system used. The tube should be clear of obstructions such as solids,dropped joints,protruding
fabricated to a size that, when installed, will tightly fit the service connections,crushed or collapsed pipe, and reductions
internal circumference and the length of the original conduit. in the cross-sectional area of more than 40% that will prevent
Allowance should be made for circumferential stretching the insertion of the resin-impregnated tube. If inspection
during inversion. reveals an obstruction that cannot be removed by conventional
5.2 Resin—A general purpose, unsaturated, styrene-based, sewer cleaning equipment, then a point repair excavation
thermoset resin and catalyst system or an epoxy resin and should be made to uncover and remove or repair the obstruc-
hardener that is compatible with the inversion process should tion.
be used.The resin must be able to cure in the presence of water 7.2 Resin Lnpregnation—The tube should be vacuum-
and the initiation temperature for cure should be less than impregnated with resin (wet-out) under controlled conditions.
180°F(82.2°C). The CIPP system can be expected to have as The volume of resin used should be sufficient to fill all voids in
a minimum the initial structural properties given in Table I. the tube material at nominal thickness and diameter. The
These physical strength properties should be determined in volume should be adjusted by adding 5 to 10%excess resin for
accordance with Section 8. the change in resin volume due to polymerization and to allow
for any migration of resin into the cracks and joints in the
6. Design Considerations original pipe.
6.1 General Guidelines—The design thickness of the CIPP 7.3 Bypassing—If bypassing of the flow is required around
is largely a function of the condition of the existing pipe. the sections of pipe designated for reconstruction, the bypass
Design equations and details are given in Appendix X 1. should be made by plugging the line at a point upstream of the
7. Installation pipe to be reconstructed and pumping the flow to a downstream
point or adjacent system.The pump and bypass lines should be
7.l Cleaning and Inspection: of adequate capacity and size to handle the flow. Services
7.1.1 Prior to enteringg c access areas such as manholes, and s within this reach will be temporarily out of service.
performing inspection or cleaning operations,an evaluation of 7.3.1 Public advisory services will be required to notify all
the atmosphere to determine the presence of toxic or flammable parties whose service laterals will be out of commission and to
vapors or lack of oxygen must be undertaken in accordance with local, state, or federal safety regulations. advise against water usage until the mainline is back in service.
7.4 Inversion:
TABLE 1 CIPP Initial Structural Properties`' 7.4.1 Using Hydrostatic Head—The wet-out tube should be
Minimum Value inserted through an existing manhole or other approved access
Property Test Method psi (MPa) by means of an inversion process and the application of a
Flexural strength D790 4 500 (31) hydrostatic head sufficient to fully extend it to the next
Flexural modulus D790 250 000 (1 724) designated manhole or termination point. The tube should be
Tensile strength(for D638 3 000 (21) inserted into the vertical inversion standpipe with the imper-
pressure pipes only) meable plastic membrane side out. At the lower end of the
^The values in Table 1 are for field ins inversion standpipe, the tube should be turned inside out and
Inspection.The purchaser should consult the attached to the standpipe that a leakproof seal is created.The
manufacturer for the long-term structural properties. P I�s p
inversion head should be adjusted to be of sufficient height to
Copyright by ASTM Int'I(all rights reserved),Tue Dec 13 15:39:13 EST 2016 2
Downloadediprinted by
John Heisler(Pipe Lining Supply.Inc.)pursuant to License Agreement.No further reproductions authorized.
} F1216 — 16
cause the impregnated tube to invert from point of inversion to appear to be hard and sound and the remote temperature sensor
point of termination and hold the tube tight to the pipe wall, indicates that the temperature is of a magnitude to realize an
producing dimples at side connections. Care should be taken exotherm or cure in the resin. After initial cure is reached,the
during the inversion so as not to over-stress the felt fiber. temperature should be raised to the post-cure temperature
7.4.1.1 An alternative method of installation is a top inver- recommended by the resin manufacturer. The post-cure tem-
sion. In this case, the tube is attached to a top ring and is perature should be held for a period as recommended by the
inverted to form a standpipe from the tube itself or another resin manufacturer, during which time the recirculation of the
method accepted by the engineer. water and cycling of the boiler to maintain the temperature
NoTE 1—The tube manufacturer should provide information on the continues. The curing of the CIPP must take into account the
maximum allowable tensile stress for the tube. existing pipe material,the resin system,and ground conditions
7.4.2 Using Air Pressure—The wet-out tube should be (temperature,moisture level,and thermal conductivity of soil).
inserted through an existing manhole or other approved access 7.6.2 Using Steam—After inversion is completed, suitable
by means of an inversion process and the application of air steam-generating equipment is required to distribute steam
pressure sufficient to fully extend it to the next designated throughout the pipe. The equipment should be capable of
manhole or termination point.The tube should be connected by delivering steam throughout the section to uniformly raise the
an attachment at the upper end of the guide chute so that a temperature within the pipe above the temperature required to
leakproof seal is created and with the impermeable plastic effect a cure of the resin.The temperature in the line during the
membranes side out. As the tube enters the guide chute, the cure period should be as recommended by the resin manufac-
tube should be turned inside out. The inversion air pressure turer.
should be adjusted to be of sufficient pressure to cause the 7.6.2.1 The steam-generating equipment should be fitted
impregnated tube to invert from point of inversion to point of with a suitable monitor to gage the temperature of the outgoing
termination and hold the tube tight to the pipe wall,producing steam. The temperature of the resin being cured should be
dimples at side connections. Care should be taken during the monitored by placing gages between the impregnated tube and
inversion so as not to overstress the woven and nonwoven the existing pipe at both ends to determine the temperature
materials. Warning—Suitable precautions should be taken to during cure.
eliminate hazards to personnel in the proximity of the construc- 7.6.2.2 Initial cure will occur during temperature heat-up
tion when pressurized air is being use. and is completed when exposed portions of the new pipe
7.4.3 Required Pressures—Before the inversion begins, the appear to be hard and sound and the remote temperature sensor
tube manufacturer shall provide the minimum pressure re- indicates that the temperature is of a magnitude to realize an
quired to hold the tube tight against the existing conduit, and exotherm or cure in the resin.After initial cure is reached, the
the maximum allowable pressure so as not to damage the tube. temperature should be raised to post-cure temperatures recom-
Once the inversion has started,the pressure shall be maintained mended by the resin manufacturer. The post-cure temperature
between the minimum and maximum pressures until the should be held for a period as recommended by the resin
inversion has been completed. manufacturer,during which time the distribution and control of
7.5 Lubricant—The use of a lubricant during inversion is steam to maintain the temperature continues.The curing of the
recommended to reduce friction during inversion. This lubri- CIPP must take into account the existing pipe material, the
cant should be poured into the inversion water in the downtube resin system, and ground conditions (temperature, moisture
or applied directly to the tube. The lubricant used should be a level, and thermal conductivity of soil).
nontoxic, oil-based product that has no detrimental effects on 7.6.3 Required Pressures—As required by the purchase
the tube or boiler and pump system,will not support the growth agreement, the estimated maximum and minimum pressure
of bacteria, and will not adversely affect the fluid to be required to hold the flexible tube tight against the existing
transported. conduit during the curing process should be provided by the
seller and shall be increased to include consideration of the
7.6 Curing: external ground water,if present.Once the cure has started and
7.6.1 Using Circulating Heated Water—After inversion is dimpling for laterals is completed, the required pressures
completed, a suitable heat source and water recirculation equipment are required to circulate heated water throughout the should be maintained until the cure has been completed. For
water or steam, the pressure should be maintained within the
pipe.The equipment should be capable of delivering hot water estimated maximum and minimum pressure during the curing
throughout the section to uniformly raise the water temperature above the temperature required to effect a cure of the resin. process. If the steam pressure or hydrostatic head drops below
the recommended minimum during the cure, the CIPP should
Water temperature in the line during the cure period should be be inspected for lifts or delaminations and evaluated for its
as recommended by the resin manufacturer.7.6.1.1 The heat source should be fitted with suitable ability to fully meet the applicable requirements of 7.8 and
Section 8.
monitors to gage the temperature of the incoming and outgoing
water supply.Another such gage should be placed between the 7.7 Cool-Down:
impregnated tube and the pipe invert at the termination to 7.7.1 Using Cool Water After Heated Water Cure—The new
determine the temperatures during cure. pipe should be cooled to a temperature below 100°F (38°C)
7.6.1.2 Initial cure will occur during temperature heat-up before relieving the static head in the inversion standpipe.
and is completed when exposed portions of the new pipe Cool-down may be accomplished by the introduction of cool
Copyright by ASTM lnt'I(all rights reserved).Tue Dec 13 15:39:13 EST 2016 3
Downloaded/printed by
John Heisler(Pipe Lining Supply,Inc.)pursuant to License Agreement.No further reproductions authorized.
F1216 - 16
water into the inversion standpipe to replace water being 8.1.3.2 Tensile Properties—The tensile strength should be
drained from a small hole made in the downstream end. Care measured for pressure pipe applications in accordance with
should be taken in the release of the static head so that a Test Method D638 and must meet the requirements of Table 1.
vacuum will not be developed that could damage the newly 8.2 Gravity Pipe Leakage Testing—If required by the owner
installed pipe. in the contract documents or purchase order, gravity pipes
7.7.2 Using Cool Water After Steam Cure—The new pipe should be tested using an exfiltration test method where the
should be cooled to a temperature below 113°F(45°C) before CIPP is plugged at both ends and filled with water. This test
relieving the internal pressure within the section. Cool-down should take place after the CIPP has cooled down to ambient
may be accomplished by the introduction of cool water into the temperature.This test is limited to pipe lengths with no service
section to replace the mixture of air and steam being drained laterals and diameters of 36 in. or less. The allowable water
from a small hole made in the downstream end.Care should be exfiltration for any length of pipe between termination points
taken in the release of the air pressure so that a vacuum will not should not exceed 50 U.S. gallons per inch of internal pipe
be developed that could damage the newly installed pipe. diameter per mile per day, providing that all air has been bled
7.8 Workmanship—The finished pipe should be continuous from the line.During exfiltration testing,the maximum internal
over the entire length of an inversion run and be free of dry pipe pressure at the lowest end should not exceed 10 ft(3.0 m)
spots, lifts, and delaminations. If these conditions are present, of water or 4.3 psi (29.7 kPA)and the water level inside of the
remove and replace the CIPP in these areas. inversion standpipe should be 2 ft (0.6 m)higher than the top
7.8.1 If the CIPP does not fit tightly against the original pipe of the pipe or 2 ft higher than the groundwater level,whichever
at its termination point(s), the space between the pipes should is greater. The leakage quantity should be gaged by the water
be sealed by filling with a resin mixture compatible with the level in a temporary standpipe placed in the upstream plug.The
CIPP. test should be conducted for a minimum of one hour.
7.9 Service Connections—After the new pipe has been Noce 2—It is impractical to test pipes above 36-in.diameter for leakage
cured in place, the existing active service connections should due to the technology available in the pipe rehabilitation industry. Post
be reconnected. This should generally be done without inspection of larger pipes will detect major leaks or blockages.
excavation, and in the case of non-man entry pipes, from the 8.3 Pressure Pipe Testing—If required by the owner in the
interior of the pipeline by means of a television camera and a contract documents or purchase order,pressure pipes should be
remote-control cutting device. subjected to a hydrostatic pressure test. A recommended
pressure and leakage test would be at twice the known working
8. Inspection Practices pressure or at the working pressure plus 50 psi, whichever is
less. Hold this pressure for a period of two to three hours to
8.1 For each inversion length designated by the owner in the allow for stabilization of the CIPP. After this period, the
Contract documents or purchase order, the preparation of a pressure test will begin for a minimum of one hour. The
CIPP sample is required, using one of the following two allowable leakage during the pressure test should be 20 U.S.
methods, depending on the size of the host pipe. gallons per inch of internal pipe diameter per mile per day,
8.1.1 For pipe sizes of 18 in. or less, the sample should be providing that all air has been evacuated from the line prior to
cut from a section of cured CIPP at an intermediate manhole or testing and the CIPP has cooled down to ambient temperature.
at the termination point that has been inverted through a like
diameter pipe which has been held in place by a suitable heat NoTE 3—The allowable leakage for gravity and pressure pipe testing is
sink, such as sandbags. a function of water loss at the end seals and trapped air in the pipe.
8.1.2 In medium and large-diameter applications and areas 8.4 Delamination Test—If required by the owner in the
with limited access, the sample should be fabricated from contract documents or purchase order, a delamination test
material taken from the tube and the resin/catalyst system used should be performed on each inversion length specified. The
and cured in a clamped mold placed in the downtube when CIPP samples should be prepared in accordance with 8.1.2,
circulating heated water is used and in the silencer when steam except that a portion of the tube material in the sample should
is used. This method can also be used for sizes 18 in. or less, be dry and isolated from the resin in order to separate tube
in situations where preparing samples in accordance with 8.1.1 layers for testing. (Consult the tube manufacturer for further
can not be obtained due to physical constrains, if approved by information.)Delamination testing shall be in accordance with
the owner. Test Method D903, with the following exceptions:
8.1.3 The samples for each of these cases should be large 8.4.1 The rate of travel of the power-actuated grip shall be
enough to provide a minimum of three specimens and a 1 in. (25 mm)/min.
recommended five specimens for flexural testing and also for 8.4.2 Five test specimens shall be tested for each inversion
tensile testing, if applicable. The following test procedures specified.
should be followed after the sample is cured and removed. 8.4.3 The thickness of the test specimen shall be minimized,
8.1.3.1 Short-Tenn Flexural(Bending)Properties—The ini- but should be sufficient to adequately test delamination of
tial tangent flexural modulus of elasticity and flexural stress nonhomogeneous CIPP layers.
should be measured for gravity and pressure pipe applications 8.5 The peel or stripping strength between any nonhomo-
in accordance with Test Methods D790 and should meet the geneous layers of the CIPP laminate should be a minimum of
requirements of Table 1. 10 lb/in.(178.60 g/mm)of width for typical CIPP applications.
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NOTE 4—The purchaser may designate the dissimilar layers between ments should be made around the internal circumference of the
which the delamination test will be conducted. installed CIPP within the host pipe at a distance of 12 to 18 in.
NoTE 5—For additional details on conducting the delamination test. from the end of the pipe. For pipe diameters of fifteen(15)in.
contact the CIPP contractor.
or greater, a minimum of sixteen (16)evenly spaced measure-
8.6 CIPP Wall Thickness—The method of obtaining CIPP menu shall be recorded. The ultrasonic method to be used is
wall thickness measurements should be determined in a man- the Saw detector with A-scan display and direct thickness
nee consistent with 8.1.2 of Specification D5813. Thickness readout as defined in 6.1.2 of E797/E797M.A calibration block
measurements should be made in accordance with Practice shall be manufactured from the identical materials used in the
D3567 for samples prepared in accordance with 8.1. Make a installed CIPP to calibrate sound velocity through the liner.
minimum of eight measurements at evenly spaced intervals Calibration of the transducer shall be performed daily in
around the circumference of the pipe to ensure that minimum accordance with the equipment manufacturer's recommenda-
and maximum thicknesses have been determined.Deduct from lions. The average thickness should be calculated using all
the measured values the thickness of any plastic coatings or measured values and shall meet or exceed minimum design
CIPP layers not included in the structural design of the CIPP. thickness as agreed upon between purchaser and seller. The
The average thickness should be calculated using all measured values and shall meet or exceed minimum design thickness as minimum wall thickness at any point shall not be less than 87.5 agreed upon between purchaser and seller.The minimum wall % of the specified design thickness as agreed upon between
purchaser and seller.
thickness at any point shall not be less than 87.5% of the
specified design thickness as agreed upon between purchase 8.7 Inspection and Acceptance—The installation may be
and seller. inspected visually if appropriate,or by closed-circuit television
8.6.1 Ultrasonic Testing of Wall Thickness—An alternative if visual inspection cannot be accomplished. Variations from
method to 8.6 for measuring the wall thickness may be true line and grade may be inherent because of the conditions
performed within the installed CIPP at either end of the pipe by of the original piping. No infiltration of groundwater should be
the ultrasonic pulse echo method as described in Practice observed.All service entrances should be accounted for and be
E797/E797M.A minimum of eight(8)evenly spaced measure- unobstructed.
APPENDIXES
(Nonmandatory Information)
X1. DESIGN CONSIDERATIONS
X1.1 Terminology: _ 2KE, 1 C
X l.l.l partially deteriorated pipe—the original pipe can ( )
support the soil and surcharge loads throughout the design life where:
of the rehabilitated pipe.The soil adjacent to the existing pipe p = groundwater load, psi (MPa), measured from the
must provide adequate side support. The pipe may have invert of the pipe
longitudinal cracks and up to 10.0%distortion of the diameter. K = enhancement factor of the soil and existing pipe
If the distortion of the diameter is greater than 10.0%, adjacent to the new pipe (a minimum value of 7.0 is
alternative design methods are required (see Note 1). recommended where there is full support of the
X1.1.2 fully deteriorated pipe—the original pipe is not existing pipe),
structurally sound and cannot support soil and live loads or is EL = long-term (time corrected) modulus of elasticity for
expected to reach this condition over the design life of the CIPP, psi (MPa) (see Note X 1.1),
rehabilitated pipe. This condition is evident when sections of v = Poisson's ratio (0.3 average),
the original pipe are missing, the pipe has lost its original DR = dimension ratio of CIPP,
shape, or the pipe has corroded due to the effects of the fluid, C = ovality reduction factor=
atmosphere, soil, or applied loads. r o 1/11+
01 1(II _ �� ICJ 'IX1.2 Gravity Pipe: LL
X1.2.1 Partially Deteriorated Gravity Pipe Condition—The A = percentage ovality of original pipe equals
CIPP is designed to support the hydraulic loads due to
groundwater, since the soil and surcharge loads can be sup- 100 X(Mean Inside Diameter—Minimum Inside Diameter)
ported by the original pipe. The groundwater level should be Mean Inside Diameter
determined by the purchaser and the thickness of the CIPP or
should be sufficient to withstand this hydrostatic pressure I00 X(Maximum Inside Diameter—Mean Inside Diameter
without collapsing. The following equation may be used to Mean Inside Diameter
determine the thickness required: and
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N = factor of safety. where:
NoTE X I A-The choice of value(from manufacturer's literature)of E,- 9, = total external pressure on pipe, psi (MPa),
will depend on the estimated duration of the application of the load.P.in = 0.4331-1w + wHRw/144 + Ws., (English Units),
relation to the design life of the structure.For example.if the total duration 0.00981 Hw. + wHRw/1000 + Ws, (Metric Units)
of the load,P.is estimated to be 50 years,either continuously applied,or R,,. = water buoyancy factor(0.67 min) = 1 -0.33 (Hw/H),
the sum of intermittent periods of loading,the appropriately conservative W = soil density, lb.ft3 (KN/m3),
choice of value for E,will be that given for 50 years of continuous loading W,. = live load, psi (Mpa),
at the maximum ground or fluid temperature expected to be reached over H„, = height of water above top of pipe, ft (m)
the life of the structure. H = height of soil above top of pipe, ft (m),
NOTE X 1.2-If there is no groundwater above the pipe invert,the CIPP B' = coefficient of elastic support = I/(1 + 4e-).()6SH) inch-
should typically have a maximum SDR of 100, dependent upon design pound units, (1/(1 +4e-0-213H) SI units
conditions. I = moment of inertia of CIPP,in.4/in. (mma/mm)=t3/12,
X1.2.1.1 If the original pipe is oval, the CIPP design from
Eq X 1.1 shall have a minimum thickness as calculated by the t = thickness of CIPP, in. (mm),
following formula: C = ovality reduction factor (see X 1.2.1),
N = factor of safety,
1.5 100 1+ _ DR' -0.5 1+100) DR = PN E', = modulus of soil reaction, psi (MPa) (see Note X 1.4),
EL = long-term modulus of elasticity for CIPP, psi (MPa),
(X1.2) and
where:
D = mean inside diameter of original pipe, in. (mm)
6L = long-term (time corrected) flexural strength for CIPP, X 1.2.2.1 The CIPP design from Eq X 1.3 should have a
psi (MPa) (see Note X1.5). minimum thickness as calculated by the following formula:
X1.2.1.2 See Table X1.1 for typical design calculations. D! 12-3R) 0.093(inch-pound wilts), (X1.4)
X1.2.2 Fully Deteriorated Gravity Pipe Condition-The
CIPP is designed to support hydraulic,soil,and live loads.The or
groundwater level,soil type and depth,and live load should be E
determined by the purchaser, and the following equation 12(DR)'2-0.00064(SI units)
should be used to calculate the CIPP thickness required to where:
withstand these loads without collapsing: E = initial modulus of elasticity, psi (MPa)
y, = N[32 R„,B ' E ' • C(E,IID')]"2 (X 1.3) NOTE X 1.3-For pipelines at depth not subject to construction
disturbance, or if the pipeline was originally installed using tunneling
method,the soil load may be calculated using a tunnel load analysis.Finite
element analysis is an alternative design method for noncircular pipes.
NoTE X1.4-For definition of modulus of soil reaction, see Practice
TABLE X1.1 Maximum Groundwater Loads for Partially D3839.
Deteriorated Gravity Pipe Condition X1.2.2.2 The minimum CIPP design thickness for a fully
Diameter,in. deteriorated condition should also meet the requirements of Eq
(Inside Nominal CIPP CIPP Maximum Allowable Ground-
Diameter of Thickness. Thickness.
water Load"(above invert) X 1.1 and X 1.2.
Original Pipe) mm t,in, ft m
8 6 0.236 40.0 12.2 X1.3 Pressure Pipe:
10 6 0.236 11.1.5 3 X 1.3.1 Partially y.1
,2 s o.23s ,1 Deteriorated Pressure Condition-A CIPP
15 9 0.354 20.1 6.1 installed in an existing underground pipe is designed to support
18 9 0.354 11.5 3.5 external hydrostatic loads due to groundwater as well as
18 12 0.472 11.5 3.s withstand the internal pressure in spanning across an holes in
za 1z o.a72 11.s 3s P P g Y
24 15 0 591 228 6.9 the original pipe wall.The results of Eq X 1.1 are compared to
30 15 0 591 11.5 3.5 those from Eq X 1.6 or Eq X 1.7, as directed by Eq X 1.5, and
30 18 0.709 20.1 6.1
the largest of the thicknesses is selected. In an above-ground
Assumes v=ality),and N=2.0 7.0. E= 125 000 psi(862 MPa)(50-year strength),v=0.30, c 8 n condition,the CIPP is designed 0.6a(5 io o = design to withstand the internal
pressure only by using Eq X 1.5-X 1.7 as applicable.
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X1.3.1.1 If the ratio of the hole in the original pipe wall to at the maximum ground or fluid temperature expected to be reached over
the pipe diameter does not exceed the quantity shown in Eq the life of the structure.
X 1.5,then the CIPP is assumed to be a circular flat plate fixed X 1.3.2 Fully Deteriorated Pressure Pipe Condition—A
at the edge and subjected to transverse pressure only. In this CIPP to be installed in an underground condition is designed to
case,Eq X 1.6 is used for design. For holes larger than the d/D withstand all external loads and the full internal pressure.The
value in Eq X 1.5, the liner cannot be considered in flat plate design thicknesses are calculated from Eq X l.1, Eq X l.3, Eq
loading, but rather in ring tension or hoop stress, and Eq X 1.7 X l.4,and Eq X 1.7,and the largest thickness is selected. If the
is used. pipe is above ground, the CIPP is designed to withstand
internal pressure only by using Eq X 1.7.
fl<_ 1.83I p� (X1.5) 2arz
v P — (DR—2)N (X 1.7)
where:
d = diameter of hole or opening in original pipe wall, in. where:
(mm), P = internal pressure, psi (MPa),
D = mean inside diameter of original pipe, in. (mm), and 6r1. = long-term (time corrected) tensile strength for CIPP,
1 = thickness of CIPP, in. (mm). psi (MPa) (see Note 12),
DR = dimension ratio of CIPP, and
_ 5.33 2 a N = factor of safety.
P (DR— 11Z(D)
d N (X 1.6) NOTE X 1.6—The choice of value (from manufacturer's literature) of
aTL will depend on the estimated duration of the application of the load,
where: P. in relation to the design life of the structure. For example,if the total
DR = dimension ratio of CIPP, duration of the load, P, is estimated to be 50 years,either continuously
D = mean inside diameter of original pipe, in. (mm), applied, or the sum of intermittent periods of loading, the appropriately
d = diameter of hole or opening in original pipe wall, in. conservative choice of value of aTL will be that given for 50 years of
continuous loading at the maximum ground or fluid temperature expected
(mm),6L = long-term (time corrected) flexural strength for CIPP, to be reached over the life of the structure.
psi (MPa) (see Note X 1.5), and X 1.4 Negative Pressure—Where the pipe is subject to a
N = factor of safety. vacuum,the CIPP should be designed as a gravity pipe with the
NOTE X1.5—The choice of value(from manufacturer's literature)of aL external hydrostatic pressure increased by an amount equal to
will depend on the estimated duration of the application of the load.P.in the negative pressure.
relation to the design life of the structure.For example,if the total duration NOTE X 1.7—Table X I.I presents maximum groundwater loads for
of the load,P,is estimated to be 50 years,either continuously applied,or partially deteriorated pipes for selected typical nominal pipe sizes.CIPP is
the sum of intermittent periods of loading,the appropriately conservative custom made to fit the original pipe and can be fabricated to a variety of
choice of value of aL will be that given for 50 years of continuous loading sizes from 2 to 108-in.diameter which would be impractical to list here.
X2. CHEMICAL-RESISTANCE TESTS
X2.1 Scope: X2.2.2 Table X2.1 presents a list of chemical solutions that
X2.1.1 This appendix covers the test procedures for serve as a recommended minimum requirement for the
chemical-resistance properties of CIPP. Minimum standards chemical-resistant properties of CIPP in standard domestic
are presented for standard domestic sewer applications. sanitary sewer applications.
X2.2 Procedure for Chemical-Resistance Testing: X2.2.3 For applications other than standard domestic
X2.2.1 Chemical resistance tests should be completed in sewage, it is recommended that chemical-resistance tests be
accordance with Practices D543. Exposure should be for a conducted with actual samples of the fluid flowing in the pipe.
minimum of one month at 73.4°F (230C). During this period, These tests can also be accomplished by depositing CIPP test
the CIPP test specimens should lose no more than 20%of their specimens in the active pipe.
initial flexural strength and flexural modulus when tested in
accordance with Section 8 of this practice.
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TABLE X2.1 Minimum Chemical Resistance Requirements for
Domestic Sanitary Sewer Applications
Chemical Solution Concentration.°o
Tap water(pH 6-9) 100
Nitric acid 5
Phosphoric acid 10
Sulfuric acid 10
Gasoline 100
Vegetable oil 100
Detergent 0.1
Soap 0.1
SUMMARY OF CHANGES
Committee F17 has identified the location of selected changes to this standard since the last issue(F12174)9)
that may impact the use of this standard.
III Revised 1.1 and Note X 1.7 to include pipe diameter sizes
2-in. to 108-in.
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HAUSER
LABORATORIES
March 25, 2003
RE: Test Results
To Whom It May Concern:
The predicted life of cured liner is approximately 50 years.This is based on the test
results of the cured samples tested in Hauser Laboratories in accordance with
ASTMD790-00 and ASTMD638-00.
Please see the following test results from Hauser Laboratories.
HAUSER
LABORATORIES
Test Report No.42898
Page I of 2
MATERIALS: One section of cured-in place pipe (CIPP) liner inside of a PVC pipe shell
was submitted by the client and identified as shown below.
Sample Sample Description
No.
1 6 x 5mm (12.long)
TESTING: The following testing was conducted on specimens machined from the CIPP
material. The plastic film liner was removed from each specimen prior to
testing.
1. Flexural properties testing was conducted in accordance with ASTM
D790-00, Procedure A, using a span to depth ratio of at least 16:1. The
plastic liner was removed from all specimens and tested in full thickness
as submitted.
2. Tensile properties testing was conducted in accordance with ASTM
D638-00,Type 1 specimens with a cross-head speed of0.2
inches/minute.
RESULTS: The results are summarized in Table 1 and presented in detail in Tables 2
and 3.
TABLE I
SUMMARY OF TEST RESULTS
Sample Average Flexural Average Flexural Average Tensile Average Modulus of
ID Strength Modulus Strength Elasticity
(psi) (psi) (psi) (psi)
1 7,010 266,000 3,560 321,000
This report applies only to the sample(s)tested or analyzed. This report may be copied only in its entirety.
HAUSER LABORATORIES www.hauserlabs.com A Division of Microbac Laboratories, Inc.
Unit A, 4750 Nautilus Court South, Boulder, CO 80301-3240 Phone: 720 406 4800 Fax: 303 5810195
HAUSER
LABORATORIES
Test Report No.42898 Page 2 of 2
TESTING SUPERVISED BY: TESTING CONDUCTED BY:
Steve Ferry, Dale Bg�asley,
Section Manager Technician '
TABLE2
Sample ID Flexural Strength Flexural Modulus
(psi) (psi)
6 x 4.5mm
1 7,590 259,000
2 7,780 287,000
3 7,130 288,000
4 6,300 247.000
5 6,260 251,000
Average 7,010 266,000
Std. Dev.
TABLE3
Sample ID Tensile Strength Modulus of Elasticity
(psi) (psi)
6" x 4.5mm
1 3,760 329,000
2 4,010 325,000
3 4,080 325,000
4 2,450 301,000
5 3,480 328,000
Average 3,560 321,000
Std. Dev.
This report applies only to the sample(s)tested or analyzed. This report may be copied only in its entirety.
HAUSER LABORATORIES www.hauseriabs.com A Division of Microbac Laboratories, Inc.
Unit A,4750 Nautilus Court South, Boulder, CO 80301-3240 Phone: 720 406 4800 Fax: 303 5810195
TRENCHLESS DESIGN ENGINEERING
www.trenchlessdesign.com
MANNING FLOW COMPARISON - CIRCULAR PIPES
Project Info/Prepared For: Date: 2-Sep-03
Howard S. Wensley, Director
State Laboratory
305 South Street, Jamaica Plain, MA 02130
The Commonwealth of Massachusetts
Department of Public Health
Division of Community Sanitation
COMPARISON OF SEWER SERVICE FLOW CAPACITY BEFORE AND AFTER
LINING WITH CIPP SEWER LINER
Parameter BEFORE AFTER
Description Existing Clay Lined 3.0 mm lining
Inside Diameter 3.00 ins 2.76 ins Nominal Length 100 ft 100 ft
Slope, S 2.00 2.00%
Manning Number 0.013 0.010
Flow Height 50% 50%
T
ID = 3in W ID = 2.76in 0
BEFORE LINING AFTER LINING
Flow Rate 0.063 cfs Flow Rate 0.065 cfs
28.1 usgpm 29.4 usgpm
% of Before 1 04.5%
Velocity 2.55 ft/sec Velocity 3.14 ft/sec
0.78 m/sec 0.96 m/sec
Manning Formula: Q= {(1.486/n)[(R)A(2/3)]SA(1/2))A
Q=flow rate, n=Manning number; R=Hydraulic radius (D/4 round pipe)
A=Flow area; S=Slope ft/ft
Ref: Concrete Pipe Design Manual, ACPA
Notes & Comments
Flow comparison is independent of slope, length or flow height.
TRENCHLESS DESIGN ENGINEERING www.trenchlessdesign.com
MANNING FLOW COMPARISON - CIRCULAR PIPES
Project Info/Prepared For: Date: 2-Sep-03
Howard S. Wensley, Director
State Laboratory
305 South Street, Jamaica Plain, MA 02130
The Commonwealth of Massachusetts
Department of Public Health
Division of Community Sanitation
COMPARISON OF SEWER SERVICE FLOW CAPACITY BEFORE AND AFTER
LINING WITH CIPP SEWER LINER
Parameter BEFORE AFTER
Description Existing Clay Lined 3.0 mm lining
Inside Diameter 4.00 ins 3.76 ins Nominal Length 100 ft
Slope, S 2 OC 2.00%
Manning Number 0.013 0.010
Flow Height 50°i° 50%
ID = 4 in ID = 3.76 in 0
BEFORE LINING AFTER LINING
Flow Rate 0.135 cfs Flow Rate 0.149 cfs
60.5 usgpm 66.9 usgpm
% of Before 110.5%
Velocity 3.09 ft/sec Velocity 3.86 ft/sec
0.94 m/sec 1.18 m/sec
Manning Formula: Q= ((1.486/n)[(R)1(2/3)]SA(1/2))A
Q=flow rate; n=Manning number; R=Hydraulic radius (D/4 round pipe)
A=Flow area; S=Slope ft/ft
Ref: Concrete Pipe Design Manual, ACPA
Notes & Comments
Flow comparison is independent of slope, length or flow height.
TRENCHLESS DESIGN ENGINEERING www.trenchlessdesign.com
MANNING FLOW COMPARISON - CIRCULAR PIPES
Project Info/Prepared For: Date: 2-Sep-03
Howard S. Wensley, Director
State Laboratory
305 South Street, Jamaica Plain, MA 02130
The Commonwealth of Massachusetts
Department of Public Health
Division of Community Sanitation
COMPARISON OF SEWER SERVICE FLOW CAPACITY BEFORE AND AFTER
LINING WITH CIPP SEWER LINER
Parameter BEFORE AFTER
Description Existing Clay Lined 4.5 mm lining
Inside Diameter 4.00 ins 3.65 ins Nominal Length 100 ft
Slope, S 2.00%
Manning Number 0.0 0.010
Flow Height �C 50%
ID = 4 in ID = 3.65 in ic)
BEFORE LINING AFTER LINING
Flow Rate 0.135 cfs Flow Rate 0.137 cfs
60.5 usgpm 61.4 usgpm
% of Before 101.5%
Velocity 3.09 ft/sec Velocity 3.78 ft/sec
0.94 m/sec 1.15 m/sec
Manning Formula: Q= {(1.486/n)[(R)^(2/3)]SA(1/2))A
Q=flow rate; n=Manning number; R=Hydraulic radius (D/4 round pipe)
A=Flow area; S=Slope ft/ft
Ref: Concrete Pipe Design Manual, ACPA
Notes & Comments
Flow comparison is independent of slope, length or flow height.
TRENCHLESS DESIGN ENGINEERING www.trenchlessdesign.com
MANNING FLOW COMPARISON - CIRCULAR PIPES
Project Info/Prepared For: Date: 2-Sep-03
Howard S. Wensley, Director
State Laboratory
305 South Street, Jamaica Plain, MA 02130
The Commonwealth of Massachusetts
Department of Public Health
Division of Community Sanitation
COMPARISON OF SEWER SERVICE FLOW CAPACITY BEFORE AND AFTER
LINING WITH CIPP SEWER LINER
Parameter BEFORE AFTER
Description Existing Clay Lined 3.0 mm lining
Inside Diameter 5.00 ins 5.76 ins Nominal Length � tt 100 ft
Slope, S 2 00 2.00%
Manning Number 0.013 0.010
Flow Height 50% 50%
ID = 6 in ID = 5.76in 0
BEFORE LINING AFTER LINING
Flow Rate 0.398 cfs Flow Rate 0.464 cfs
178.4 usgpm 208.4 usgpm
% of Before 1 16.8%
Velocity 4.05 ft/sec Velocity 5.13 ft/sec
1.23 m/sec 1.56 m/sec
Manning Formula: Q= {(1.486/n)[(R)A(2/3)]S^(1/2))A
Q=flow rate; n=Manning number; R=Hydraulic radius (D/4 round pipe)
A=Flow area, S=Slope ft/ft
Ref: Concrete Pipe Design Manual, ACPA
Notes & Comments
Flow comparison is independent of slope, length or flow height.
TRENCHLESS DESIGN ENGINEERING www.trenchlessdesign.com
MANNING FLOW COMPARISON - CIRCULAR PIPES
Project Info/Prepared For: Date: 2-Sep-03
Howard S. Wensley, Director
State Laboratory
305 South Street, Jamaica Plain, MA 02130
The Commonwealth of Massachusetts
Department of Public Health
Division of Community Sanitation
COMPARISON OF SEWER SERVICE FLOW CAPACITY BEFORE AND AFTER
LINING WITH CIPP SEWER LINER
Parameter BEFORE
Description Existing Clay Lined 4.5 mm lining
Inside Diameter6.00 ins5.65 ins Nominal Length 100 ft 100 ft
Slope, S 2.00% 2.00%
Manning Number 0.013 0.010
Flow Height 50% 50%
ID = 6 in W ID = 5.65 in -0
BEFORE LINING AFTER LINING
Flow Rate 0.398 cfs Flow Rate 0.439 cfs
178.4 usgpm 197.2 usgpm
% of Before 110.5%
Velocity 4.05 ft/sec Velocity 5.05 ft/sec
1.23 m/sec 1.54 m/sec
Manning Formula: Q= ((1.486/n)[(R)1(2/3)]S^(1/2))A
Q=flow rate, n=Manning number; R=Hydraulic radius (D/4 round pipe)
A=Flow area, S=Slope ft/ft
Ref: Concrete Pipe Design Manual, ACPA
Notes & Comments
Flow comparison is independent of slope, length or flow height.
TRENCHLESS DESIGN ENGINEERING
www.trenchlessdesign.com
1-Sep-99
SUMMARY:
FLOW COMPARISONS BEFORE AND AFTER LINING
EXISTING CLAY PIPE LINER % OF FLOW
Inside Dia. THICKNESS mm AFTER LINING
3 ins 3.0 mm 104.5%
4 ins 3.0 mm 110.5%
4 ins 4.5 mm 101.5%
5 ins 3.0 mm 114.5%
5 ins 4.5 mm 106.9%
5 ins 5.0 mm 104.5%
6 ins 3.0 mm 116.8%
6 ins 4.5 mm 110.5%
6 ins 5.0 mm 108.5%
8 ins 3.0 mm 120.0%
8 ins 4.5 mm 115.2%
8 ins 6.0 mm 110.5%
10 ins 4.5 mm 118.1%
10 ins 6.0 mm 114.3%
Based On
Manning No. for Existing Clay: 0.013
Manning No. for liner: 0.010
Chemical Resistance of Quik-Pox TM
Base/30 and Quik—PoxTM Base /60
Test specimens of 4 x .6 x .4 inches were cured over 10 days at 68"F and then immersed in the following
chemicals for one year.
Results:
Quik-Pox 60 Quik-Pox 30
Duration of test in months 1 3 6 12 1 3 6 12
Acetone 0 0 - - - - - -
Adipic acid + + + + + + 0 0
Ammonia 10 % + + + + + + +* +*
Ammonia 25 % + + + + + + +* +*
Ammonium sulfate 10 % + + + + + + + +
Saturated ammonium sulfate + + + + + + + +
Ammonium chloride 10 % + + + + + + + +
Saturated ammonium chloride + + + + + + + +
Ethanol + + + + + + 0 0
Formic acid 5 % + + + + 0 0 0 -
Ethyl acetate + + + 0 - - - -
Ethylene glycol + + + 0 + + + +
Ethyl cellosolve + + + 0 0 - - -
Ethanol amine + + + + + + + +
Gasoline (car fuel) + + + + + + + +
Benzene + + + + - - - -
Gasoline (car fuel) - Benzene 1 to 1 + + + + + 0 0 -
Beer + + + + + + + +
Butanol + + + + + + + 0
Butyl acetate + + + 0 + + 0 -
Chlorinated lime solution 50 % + + + + + + + +
Chromic acid 10 % +* +* +* +* +* +* +* 0*
Chromic acid 50 % +* +* +* +* +* 0* 0* 0*
Coca-Cola + + + + + + + +
Cyclohexane + + + + + + + +
Cyclohexanone 0 - - - - - - -
Cyclohexanol + + + + + + + +
Di butyl ether + + + + + + 0 0
Distilled water + + + + + + + +
Dubutyl phtalate + + + + + + + +
Diesel fuel + + + + + + + +
Dioxane 0 - - - - - - -
Dowtherm + + + + + + + +
Legend: + unaltered * discoloration 0 softening - destroyed
Quik-Pox 60 Quik-Pox 30
Duration of test in months 1 3 6 12 1 3 6 12
Jet fuel (Kerosene) + + + + + + + +
Iron III chloride 20 % + + +* +* + + +* +*
Acetic acid 5 % + + + + + 0 0 0
Acetic acid 10 % + + 0 0 0 - - -
Leaded car fuel + + + + + + + +
Unleaded car fuel + + + + + + + +
Photographic fixative + + + + + + + +
Hydrofluoric acid 5 % + + +* +* + 0* 0* 0*
Formaldehyde 35 % + + + + + + + +
Used car lube oil + + + + + + + +
Grapefruit juice + + + + + + + +
Glycerine + + + + + + + +
Iso propyl ether + + + + + + + +
Iso propanol + + + + + + + +
Whitewash + + + + + + + +
Sodium chloride 10 % + + + + + + + +
Saturated sodium chloride solution + + + + + + + +
Tap water + + + + + + + +
Sea water + + + + + + + +
Methanol + 0 - - 0 - - -
Methyl ethyl ketone + 0 - - + 0 - -
Methylene chloride 0* - - - - - - -
Methyl isobutyl ketone + + + 0 + 0 0 0
Molasses + + + + + + + +
Lactic acid 10 % + + + + 0* 0* 0* 0*
Petroleum + + + + + + + +
Sodium bisulphite 40 % + + + + + + + +
Sodium sulfite 20 % + + + + + + + +
Sodium hypochloride 12 % + + + + + + + +
Sodium hydroxide 10 % + + + + + + + +
Sodium hydroxide 50 % + + + + + + + +
Oxalic acid 10 % + + + + + + + +*
Petroleum + + + + + + + +
Photographic developer + + + + + + + +
Phosphoric acid 10 % + + + + + 0 0 0
Phosphoric acid 50 % + + +* 0* 0 - - -
Ricinolic acid + + + + + + + +
Redwine + + + + + + + +
Nitric acid 10 % + + +* +* + 0 - -
Nitric acid 50 % 0* - - - - - - -
Hydrochloric acid 10 % + + + + + + +* +*
Hydrochloric concentrate +* +* +* +* + 0 0 -
Sulfuric acid 10 % + + + + + + + +
Sulfuric acid 25 % + + + + + + 0 0
Sulfuric acid 50 % + + + + + 0 - -
Legend: + unaltered * discoloration 0 softening - destroyed
Quik-Pox 60 Quik-Pox 30
Duration of test in months 1 3 6 12 1 3 6 12
Soap solution + + + + + + + +
Sodium carbonate 10 % + + + + + + + +
Saturated sodium carbonate solution + + + + + + + +
Monomeric styrene 0 - - - - - - -
Turpentine + + + + + + + +
White spirit + + + + + + + +
Thioglycolic acid - - - - - - - -
Teepol + + + + + + + +
Toluene + + + + 0 - - -
Tomato juice + + + + + + + +
Trethylene tetramine 0 - - - - - - -
Trichloro ethylene - - - - - - - -
Urine + + + + + + + +
Hydrogen peroxide 10 % + + + + + + +* +*
Hydrogen peroxide 30 % +* 0* - - + - - -
Xylene + + + + + + 0 -
Citric acid 10 % + + + + + + + +
Legend: + unaltered * discoloration 0 softening - destroyed
SANITARY DRAINAGE
713.6 Lot.On every lot or premix"hereafter connected to 715.2 Joining Methods and Materials.Joining methods
a public sewer,plumbing and drainage systems or parts and materials shall be as prescribed in this code.
thereof on such lot or premises shall be connected with such 715.3 Existing Sewers. Replacement of existing building
public sewer. sewer and building storm sewers using irenchless method-
713.7 Installation. In cities,counties, or both where the ology and materials shall be installed in accordance with
installation of building sewers is under the jurisdiction of a 4STM F 1216.
department other than the Authority Having Jurisdiction.
the provisions of this code relating to building sewers need
not apply 716.0 Markings.
Exception: Single-tansily dwellings and buildings or struc- 716.1 General. Pipe, brick, block, prefabricated septic
tures accessory thereto, existing and connected to an tanks, prefabricated septic lank or Seepage pit covers,or
approved private sewage disposal system prior to the time other parts or appurtenances incidental to the installation of
of connecting the premises to the public sewer shall be building sewers or private sewage disposal systems shall be
permitted, where no haiard. nuisance,or insanitary condi- in accordance with the approval requirements of Chapter 3
tion is evidenced and written permission has been obtained of this code.
from the Authority Having Jurisdiction, remain connected
to such properly maintained private sewage disposal system
where there Is insufficient grade or fall to permit drainage 717.0 Site of Building Sewers.
to the sewer by grdv it% 717.1 General.The minimum size of a building sewer shall
be determined on the basis of the total number of fixture
714.0 Damage to Public Sewer or Private Sewage units drained by such sewer, in accordance with Table
Disposal System. 717.1.No building sewer shall be smaller than the building
drain.
714.1 Unlawful Practices.It shall be unlawful for a person
to deposit, by means whatsoever. into a plumbing fixture, For alternate methods of sizing building Sewers. see
floor drain, interceptor,sump,receptor,or device which is Appendix C.
connected to a drainage system. public sewer, private 71"2 1AGR1 Yeat and Poulrrq•Processing Plants. The
sewer,septic tank,or cesspool,ashes;cinders;solids;rags: newer svwent shall haty the capacin to remove all waste
flammable. poisonous,or explosive liquid,or gases; oils; )rum the various processing and cleaning alterations and to
grease;and whatsoever that is capable of causing damage to minimise or prevent stoppage and surcharging at the
the public sewer,private sewer,or private sewage disposal ss:etenr.
system.
714.2 Prohibited a ater Discharge.No rain, surface,or TABLE 717.1
subsurface water shall be connected to or discharged into a MAXIMUM/MINIMUM FIXTURE UNIT LOADING
drainage system, unless first approved by the Authority ON BUILDING SEWER PIPING'
Having Jurisdiction. SLOPE.
714.3 Prohibited Sewer Connection. No cesspool, septic SIZE PIPE
(mcMa)
tank. seepage pit, or drain field shall be connected to a
public sewer or to a building sewer leading to such public 6 and smaller (As specified in Table lot
sewer. No minimum loading,
714.4 Commercial Food Waste Disposer. The x 19501S(K) 2"/t.25 3900:275
Authority having Jurisdiction shal l rev iew before approval, 10 3400 1600 490 675 6800300
the installation of a commercial food waste disposer 12 5600v1700 8()00;725 11200,325
connectingto a private sewage disposal system.p g � Y F%tr SI onus:I truh 25 min,I inch per few->t3.3 mm in
714.5 Tanks. An approved-type, watertight sewage or Sv alto Apprndm 14.Prnate'image lh.pnal Sraems-Forshemate
wastewater holding tank,the contents of which,due to their mcihimi,of siting drainage piping.eee Appendi%r
character,shall be periodically removed and disposed of at
scsme approved off-site location, shall he installed where
required by the Authority Having Jurisdiction or the Health 719.0 Grade, Support, and Prolection of Building
Officer to prevent anticipated surface or subsurface contam- Sewers.
ination or pollution, damage to the public sewer,or other 7111,1 Slope.Building ewers shall he run in practical align-
hazardous or nuisance conditions. nsent and at a uniform slope of not less than',i inch per toot
(20.9 mnrm)toward the point of disposal
715.0 Building Sewer Materials. Exception:Where approved by the Authority Hav ing Juris-
715.1 Materials.The building sewer,beginning 2 feet(610 diction and where it is impractical,due to the depth of the
mm)from a building or structure,shall be of such materials street sewer or to the structural features or to the arrange-
as prescribed in this code mem of a building or structure.to obtain a slope of 14 inch
2016CALIFORNIA PLUMBING CODE 101
IIIIIIIIIIIIIE Z I PIPE
!/ r
REFERENCED STANDARDS
APPLICATION REFERENCED
STUD WAMP STANDARD TITLE SECTIONS
ASTM F1216-2009` Rehabilitation of Existing Pipelines and Conduits by the Piping.P'.t,ti.
Invcrsion and Curing of a Resin-Impregnated Tube
ASTV F1281-2011• Crosshnked Polyethylene Aluminum C'roslinked Polyeth- Piping.P;asuc Table t,114 ;
yieric IPI X-AI-Pl X)Pressurc Pipe
ASTV F1182-2010• Polyethylene Aluminum Pohethylene(PE-AILPii) Piping.Plastic Table MM)
Composite Prnsurc Pipe
r
ASTM F133a-2()()7• Poly IVmyl('hlonde)IPVC)Gaskewd Sewer htungs Fming. 301.2,2.301.3
4STSl F1411-10(/9` Polvoletin Pipe and Fittings for Corrosise Waste Drainage Piping.Plastic gl 1.2
Svslems
ASTM F147tn-2(a," Performance of6asketed Mechanical Coupling,for Use in Joints 301.2 2.30L 3 f
(R2013)• Pipmg.Apphcations I
ASTM F1488-20W" Coextruded Composite Pipe(Noe 7) Piping,Plastic Table 701,2
ASTM F 1449-2012• Coextruded Composite Dram.Waste.and Vent Pipe 1 D1S'V i Piping.Plastic 301 2.2.301 3
ASTM F1673-2010• Pulv%myhdcne Flwrtdc(PVDFI Coirosne Waste Drainage Piping.Plastic 911 2
Systems
ASTM FI 743.2q)R• Rehabilitation of Fxisting Pipelines and Conduits by Pulled- Piping,Plastic 101 2 2.-101.3
in-Place Installation of Cured-m-Place Thermosetting Resin
Pipe(CIPP)
ASTV F1807.2013a• Metal Insen Fittings Utihnng a Copper Crimp Ring for Fittings Table 604.1
SDR9 Cross-linked PONethylenc IPEX)Tubing and SDR9
Polyethykroe of Raised Temperature(PF-RT)Tubing
ASTV F1866.2007• Poly(Vinyl Chlondel(PVC)Plastic Schedule 40 Drainage Fittings Table"ii i
and DW\'Fabricated Fittings
ASTM F1924.2012• Plastic Mechanical Finings for L.'sr on Outside Diameter Fittings 301.2.2.301.3
Controlled Polyethylene Gas Distribution Pipe and Tubing
ASTM 1`14434-2012• Metallic Mechanical Fittings for Use on Outside Diameter Fittings 301.2.2,301.3
Controlled'Thennuplastic Gas Distribution Pipe and Tubing
ASTV F1960-2012• Cold Expansion Fittings with PEX Reinforcing Rings(iir Use Finings Table MY I
with Cross-linked Polyethylene(PEX)Tubing
AST.V F1961-2009• Metal Mechanical Cold Flare Compression Fittings with Disc Fillings Table 604.1
Spring for C-rosslinked Polyethylene I PE X)Tubing
ASTV F1970-1012`r• Special Engineered Fillings.Appurtenancn or Vahn for Use Piping.Plastic f06 1.Table 604 1
in Poly(Vinyl Chloride)(PVC)or Chlorinated Poly(Vial
Chloride)I CPVC)Systems
AST.V F1973-201f" Facton Assembled Anodeless Risers and Transition Fittings Fuel Gas 1210A 7 I(2)
in Polyethylene(PE)and Polvamide I I(PA I I)and
Polvamide 121PA121 Fuel6as Distribution Systems
ASTMF197/-2009• Metal Insert Fittings for Pi,hethylene Aluminum Polyeth- Fittings 605.7 1,605.10.1.
ylene and Cnrxslinked PolN0h\lenc Aluminum C'russlinked Table M14 1
Polyethylene Composite Pressure Pipe
ASTM F 1986-200I Multilayer Pipe Type 2.Compression Fittings.and Compres- Fittings 301 2 101 1
(R20I I i• sion Joints for Ilot and Cold Drinking-Water Systems
ASTV F2080-1012 Cold-Lxpansion Fittings with Metal Compression-Sire%es fur Fillings Table W4
Cross-linked Pohcthy lene I Pl X)Pipe
2016 CALIFORNIA PLUMBING CODE 345
0
PIPIM z M N 91,
WW100
To Whom It May Concern:
This letter certifies that Pipe Lining Supply, Inc. manufactured tubes meet the material
requirements of ASTM F1216-09 (paragraph 5.1) and ASTM F 1743-96 (2003) (section
6) as well as meet the minimum strength requirements of ASTM-D5813 (paragraph 6.1).
All our materials and finished products are tested to ensure suitability to the application.
Each liner is typically tested in 28 different ways and traceable test data is available for
any particular liner
Pipe Lining Supply, Inc. has provided polymer coated felt tubes for use in Cured In
Place Pipe (CIPP) lining for more than twelve years. Over 8 million feet of our liner has
been successfully installed in the United States and Canada. All components that make
up our liner are manufactured in the United States as well as the assembly of the liner.
Our liners fulfill all requirements of the federal American Recovery and Reinvestment
Act of 2009
Sincerely,
Pipe Lining Supply, Inc
0
� s
PIPE
To Whom It May Concern:
In normal installations of CIPP into gravity sewer and storm drainage pipes, the coating
provides no structural component to the finished liner. The coating must perform the
following functions:
1. Be sufficiently impermeable to air to allow the liner to become subject to vacuum prior
to impregnation
2. To be capable of patching and repair following holes being made in the coating for
attachments of vacuum cups and resin addition points.
3. To resist any solvents or monomers in the resin and to contain the resin within the felt
matrix of the liner while the liner is transported to site.
4. To maintain flexibility even when cooled to temperatures below 0 Degrees Celsius to
prevent premature resin curing.
5. To be sufficiently flexible to allow inversion at acceptable pressure and to stretch by
up to 20% during installation while maintaining its barrier properties to allow the CIPP
liner to conform to the existing pipe.
6. To withstand heating to 90 Degrees Celsius during the curing cycle while remaining
substantially impermeable to the curing medium (which can be air, water or steam).
7. In some applications the polymer must be suitable for adhering to other resins when
sealing any robotically opened connections.
However, it is important to realize that once a liner is fully cured, then the coating has
completed its primary function of allowing a controlled installation of the resin felt
composite. No flexible polymer film suitable for the above requirements has the 30 to
50 year design life commonly used in CIPP design methods. Depending on the sewer
environment, the coating may last a few weeks, or in some cases many years. Installers
and specifiers must look to the thermosetting resin system to provide the long-term
corrosion resistance required. ASTM D5815, paragraph 8.3.1 states that any plastic
coatings not included in the structural design of the CIPP may be removed prior to testing.
PIP [
December 15, 2015
To Whom It May Concern::
Pipe Lining Supply, Inc. certifies that its'APL line of needled felt materials meets all
specifications for ASTM F1216-09 and ASTM F-1743-08 as described in their
specification.Additionally,the material as specified will meet the following
minimum specification as described in those ASTM's with any of the manufacturers
resin systems designed for use in CIPP systems meeting ASTM D-5813.
While we manufacture materials in various thicknesses to meet design specification,
our standard manufacturing thickness for 4" lateral lining is 3.5mm designed to be
finished at 3.Omm and 6" designed at 5mm to finish at 4.5mm.
Minimum Value
Property Test Method psi (MP's)
Flexural Strength D-790 4,500 (31)
Flexural modulus D-790 250,000 (1,724)
Tensile strength (for pressure D-790 3,000 (21)
Pipes only)
John M Heisler
VP
BOARD OF PUBLIC WORKS CITY OF Los ANGELES DEPARTMENT OF
MEMBERS PUBLIC WORKS
KEVIN JAMES CALIFORNIA BUREAU OF
PRFSIDFNT t.as a� ENGINEERING
CECILIA CABELLO fi . GARY LEE MOORE,PE,ENV SP
VICE PRFSIOFNT CITY ENGINEER
DR.MICHAEL R.DAVIS 1149 S.BROADWAY,SUITE 700
PRESIDENT PRO TEMPORE LOS ANGELES,CA 90015-2213
AURA GARCIA Qr�71SD a
COMMISSIONER http://eng.lacity.org
JESSICA M.CALOZA ERIC GARCETTI
COMMISSIONER MAYOR
DR.FERNANDO CAMPOS
EXECUTIVE O�FICER
June 20, 2019
Francisco Ceniceros
Pipe Lining Supply
2970 E. La Palma Ave, Suite J
Anaheim, CA 92806
SUBJECT: RENEWAL OF "PIPE LINING SUPPLY" LATERAL LINING SYSTEM BR800080
Dear Mr. Ceniceros:
Your request for renewal of the "Pipe Lining Supply' lateral lining system using Interplastics
CORVE 8190 Vinylester resin has been evaluated and completed. It is approved for use in the
City of Los Angeles public right-of-way from the private property line to the main line sewer
This approval conditions are as follows:
1. The resin does not change and the felt continues to meet ASTM requirements.
2. The list of approval installers is submitted to this office at least once per year.
3. The lateral lining does not extend into the main line sewer.
4. The installation is subject to inspection by Bureau of Contract Administration.
5. The minimum installed thickness in a 6-inch house connection sewer in the City of Los
Angeles shall be 4.5mm.
6. The installation shall conform to Section 500-1.4 of the Standard Specifications of Public
Works Construction "Greenbook", as modified by the City's Brownbook.
The City assumes no responsibility for any and all safety related issues in regards to the
installation and use of this product. It is the responsibility of the installer to understand the
appropriate use and limitations of this product and to address any and all safety concerns with
the manufacturer. Further, it is the installer's responsibility to conform to all applicable industry
guidelines and regulatory requirements, including those pertaining to safety, emission, and
discharge.
The latest list of certified installers was received on June 19, 2019. Certified installers must
possess a C36-Plumbing license issued by the State of California and in good standing.
This approval will expire on June 20, 2021. You may apply for a two-year extension of this
approval 60 days before it expires. If you have any questions, please contact Mr. Kent W.
Welling at 213-485-4505 or Mr. Edward Arrington at 213-485-1694.
Sincer
E arm rringt n, S.E., ENV SP
Engineer of Design
Wastewater Conveyance Engineering Division
AN EQUAL EMPLOYMENT OPPORTUNITY EMPLOYER F inaaeavmaderronmryc:aawaae.
BOARD OF PUBLIC WORKS CITY OF Los ANGELES DEPARTMENT OF
MEMBERS PUBLIC WORKS
CALIFORNIA BUREAU OF
KEVIN JAMES ENGINEERING
PRESIDENT
CECILIA CABELLO GARY LEE MOORE,PE,ENV SP
VICE PRESIDENT " CITY ENGINEER
DR.MICHAEL R.DAVIS 1149 S.BROADWAY,SUITE 700
PRESIDENT PRO TEMPORE LOS ANGELES,CA 90015-2213
AURA GARCIA
COMMISSIONER http://eng.lacity.org
JESSICA M.CALOZA ERIC GARCETTI
COMMISSIONER MAYOR
DR.FERNANDO CAMPOS
EXECUTIVE OFFICER
June 20, 2019
Francisco Ceniceros
Pipe Lining Supply
2970 E. La Palma Ave, Suite J
Anaheim, CA 92806
SUBJECT: RENEWAL OF "PIPE LINING SUPPLY" LATERAL LINING SYSTEM BR800080
Dear Mr. Ceniceros:
Your request for renewal of the "Pipe Lining Supply" lateral lining system using DION Impact
9102-61 Vinylester resin from Reichhold has been evaluated and completed. It is approved for
use in the City of Los Angeles public right-of-way from the private property line to the main line
sewer.
This approval conditions are as follows:
1. The resin does not change and the felt continues to meet ASTM requirements.
2. The list of approval installers is submitted to this office at least once per year.
3. The lateral lining does not extend into the main line sewer.
4. The installation is subject to inspection by Bureau of Contract Administration.
5. The minimum installed thickness in a 6-inch house connection sewer in the City of Los
Angeles shall be 4.5mm.
6. The installation shall conform to Section 500-1.4 of the Standard Specifications of Public
Works Construction "Greenbook", as modified by the City's Brownbook.
The City assumes no responsibility for any and all safety related issues in regards to the
installation and use of this product. It is the responsibility of the installer to understand the
appropriate use and limitations of this product and to address any and all safety concerns with
the manufacturer. Further, it is the installer's responsibility to conform to all applicable industry
guidelines and regulatory requirements, including those pertaining to safety, emission, and
discharge.
The latest list of certified installers was received on June 19, 2019. Certified installers must
possess a C36-Plumbing license issued by the State of California and in good standing.
This approval will expire on June 20, 2021. You may apply for a two-year extension of this
approval 60 days before it expires. If you have any questions, please contact Mr. Kent W.
Welling at 213-485-4505 or Mr. Edward Arrington at 213-485-1694.
Sin r --
A 'ngton, S.E., ENV SP
Engineer of Design
Wastewater Conveyance Engineering Division
AN EQUAL EMPLOYMENT OPPORTUNITY EMPLOYER Reeybane aW made han reydee waste.
IAPMO RESEARCH AND TESTING, INC.
5001 East Philadelphia Street,Ontario,California 91761.2816 USA•909-472-4100.909.472.4244•www.i<ipmort.org
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CERTIFICATE OF LISTING
Pv IAPMO Research and Testing,Inc.is a product certification body which tests and inspects samples taken from the supplier's stock or from the market or a
combination of both to verify compliance to the requirements of applicable codes and standards.This activity is coupled with periodic surveillance of the
supplier's factory and warehouses as well as the assessment of the supplier's Quality Assurance System.This listing is subject to the conditions set forth in
® the characteristics below and is not to be construed as any recommendation,assurance or guarantee by IAPMO Research and Testing,Inc.of the product
acceptance by Authorities Having Jurisdiction.
This certificate is not evidence of current listing. To verify listing status, visit the IAPMO R&T
Product Listing Directory at pld.iapmo.org
Effective Date: June 2019 Void After: June 2024
Product: Rehabilitation of Existing Pipelines and File No. 11139
Conduits by the Inversion and Curing of a
Resin-Impregnated Tube
Issued To: Pipe Lining Supply, Inc.
2970 E. La Palma Ave. Ste. J
Anaheim, CA 92806
Identification: Manufacturer's name or trademark, model description of woven or nonwoven
material and associated thermosetting resin, shall bear the UPC@
certification mark.
Characteristics: Materials for the reconstruction of pipeline and conduits (3" to 108") by the
installation of a resin impregnated flexible tube which is inserted into the
existing conduit by use of a hydrostatic head of air pressure. For
replacement of existing sewers only. To be installed in accordance with the
requirements of the manufacturer's installation instructions.
Products listed on this certificate have been tested by an IAPMO R&T
recognized laboratory. This recognition has been granted based upon the
laboratory's compliance to the applicable requirements of ISO/IEC 17025.
Products are in compliance with the following code(s) :
Uniform Plumbing Code (UPC(k)
Chairman,Product CertificationC mittee CEO.The IAPMOGroup
This listing period is based upon the last date of the month indicated on the Effective Date and Void After Date shown above.Any change in material,
manufacturing process, marking or design without having first obtained the approval of the Product Certification Committee. or any evidence of
non-compliance with applicable codes and standards or of inferior workmanship, may be deemed sufficient cause for revocation of this listing.
Production of or reference to this form for advertising purposes may be made only by specific written permission of IAPMO Research and Testing,Inc.
Any alteration of this certificate could be grounds for revocation of the listing. This document shall be reproduced in its entirety.
IAPMO RESEARCH AND TESTING, INC.
U P c CERTIFICATE OF LISTING
O
Void After: June 2024
Product: Rehabilitation of Existing Pipelines and Conduits by the File No. 11139
Inversion and Curing of a Resin-Impregnated Tube
Issued To: Pipe Lining Supply, Inc.
Products are in compliance with the following standard(s) :
ASTM F1216-2016
NSF/ANSI 14-2017
IAPMO RESEARCH AND TESTING, INC.
U P C CERTIFICATE OF LISTING
This certificate is not evidence of current listing. To verify listing status,
visit the IAPMO R&T Product Listing Directory at pld.iapmo.org
® Void After: June 2024
Product: Rehabilitation of Existing Pipelines and Conduits by File No. 11139
the Inversion and Curing of a Resin-Impregnated Tube
Issued To: Pipe Lining Supply, Inc.
MODELS:
Model No. Description:
PLSQP-100 Quik-Pox Hardener and Base
Page 3 of 3
ES 0
IMES PMG Product Certificate PMG-1546
Effective Date August 2021
This listing is subject to re-examination in one year
www.icc-es-pmq.orq 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council`
CSI DIVISION 22 00 00—PLUMBING
Section 22 13 16—Sanitary Waste and Vent Piping
Product certification system
The ICC-ES product certification system includes testing samples takers from the market or suppliers
stock. or a combination of both to venfy compliance with applicable codes and standards The
system also involves factory inspections and assessment and surveillance of the suppliers quality
system
Product Quik-Pox` Cured-in-Place Pipe (CIPP) System
Listee Pipe Lining Supply. Inc
2970 E La Palma Ave
Anaheim. CA 92606
Compliance with the following codes
2021. 2018. 2015, 2012 and 2009 International Plumbing Code's(IPC)
2021, 2018 2015. 2012 and 2009 International Residential Codex(IRC)
2021, 2018, 2015. 2012 and 2009 Uniform Plumbing Code"(UPC)'
2019, 2016 2013 and 2010 California Plumbing Code(CPC)
2020 and 2017 City of Los Angeles Plumbing Code
'Copyrighted publication of the international Association of Plumbing and Mechanical Officials
Compliance with the following standards
ASTM F1216-2016 Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the
Inversion and Curing of Resin-Impregnated Tube. ASTM International
NSF/ANSI 14-2020 Plastic Piping System Components and Related Materials National Sanitation
Foundation
ICC-ES LC1011 (October 2010) PMG Listing Criteria for the Rehabilitation of Existing Building
Drains and Building Sewers by the Inversion and Curing of Resin-impregnated Tube
Identification
The product packaging shall be marked with the manufacturer's name or trademark the pipe material
and application types (e g DWV sanitary sewer storm sewer electrical conduit) for which it is
intended the model number model name or description of CIPP as applicable and the ICC-ES PMG
listing mark This marking shall be affixed to the containers of product
Labels alerting future cleaning of the lines must be affixed at each cleanout affected by the CIPP
coating process
ixitirrxs are rwr ru h�—named.n reprejentrnr; a,Kstiwt&j ur and rimer aurrihufrs not irrxt.aih a,44rssed nor ark rhn to A), ,,,nstrurd as in `\
emk,rsemcnr,,f dre ruhp•ct,;f dN luting or a re,t),nmend fnm�br its use Him is no warrant lnr It V F. a valunon&"k:r.1,U. arress ,r implied as r., �„
anv fimbnK or nrher matter itsthe,Irsnng.,ir a%b)am'prc+luc r cow.�red hs•the luring \0;
Copyright 0 2021 [CC Evaluation Service, LLC All rights reservea Paps 11 013
PMG-1546 I Most Widely Accepted and Trusted Page 2 of 3
Installation:
Installation must comply with the manufacturer's published installation instructions and the applicable
codes.
The Quik-Pox®Cured-in-place pipe (CIPP) System must be applied by installers trained and certified
by Pipe Lining Supply, LLC.
Inspection and Cleaning: The pipe must be clean of all debns, roots and other obstructions that
would block proper inversion of the CIPP. The cleaning must be done with a high-velocity jetter or
with mechanically powered cleaning equipment.
Inspection of the pipe must be done using a closed-circuit television (CCTV) camera and performed
by experienced personnel trained in locating breaks, obstacles and service connections. The interior
of the pipe must be carefully inspected to determine the location of any conditions that may prevent
proper installation of the CIPP liner into the pipe, conditions such as protruding service taps,
collapsed or crushed pipe, reductions in the cross-sectional area of more than 40%, or other
obstructions must be corrected.
If inspection reveals a condition that cannot be removed by conventional sewer cleaning equipment,
then a point repair excavation should be made to uncover and remove or repair the obstruction.
Preparation, Installation and Curing of the Liner: The quantity of the specified Quik-Pox Base and
Quik-Pox Hardener required must be calculated in accordance with the manufacturer's formula based
on pipe diameter, length and liner thickness. The quantity should be adjusted by adding 5% to 10%
more than calculated to allow for migration into the cracks and joints of the original pipe.
The Quik-Pox Base and Quik-Pox Hardener must be mixed in accordance with manufacturer's
recommendations.
The installer must remove all air from the liner tube using vacuum equipment approved by the
manufacturer prior to filling the liner with the blended epoxy resin
Once the liner tube has been "wetted out" with the blended epoxy resin, the installer must evenly
distribute the blended epoxy resin in the liner tube using a calibration roller approved by the
manufacturer to insure thorough saturation.
The"wetted out" liner tube must be inverted into the pipe. cured and inspected in accordance with the
manufacturer's published installation instructions using equipment approved by the manufacturer.
The epoxy must be cured using one of the following methods.
Circulation of hot water, or air, or steam: A bladder, referred to as a calibration tube, is installed
inside and beyond the length of the liner. The bladder is filled with water, hot air or steam pressurized
to manufacturer's recommendation. The bladder is connected to a heater which circulates the water,
air or steam in the bladder and raises the temperature to between 120°F and 160'F This temperature
and pressure are maintained for a minimum of one hour. This forces the liner against the inside
diameter of the piping during curing. The liner must be property cooled down in accordance with
manufacturer's recommendations before the bladder can be removed.
Ambient air curing: Depending on the air and ground temperatures, the appropriate mixture of
Quik-Pox hardener is mixed with Quik-Pox Base to "wet out" the liner, which is inverted into the pipe.
There are different formulations of Quik-Pox hardener, depending on the temperature (hot weather,
warm weather and cold weather mixtures). Once the finer is installed in the pipe, the epoxy can be
cured by exposing the liner to ambient air.
Models
Quik-Poe Cured-in-place pipe (CIPP) System: The system consists of components tested and
listed to NSF 14 and ASTM F1216. The system consists of the Pipe Lining Supply tubes, Quik-Pox
Base and Quik-Pox Hardener.
7
PMG-1546 I Most Widely Accepted and Trusted Paz 3 of 3
Conditions of Listing:
•r
1. Installation must be performed by installers trained and certified by Pipe Lining Supply
Corporation.
2. The Quik-Pox®CIPP System may be used to line pipe with minimum diameter of 2 inches (50.8
mm)to maximum diameter of 12 inches(304.8 mm)
3. The minimum wall thickness of the liner must meet minimum design calculations per ASTM
F1216 Non-Mandatory Appendix X.1 (if applicable)
4. The pipe must be inspected and cleaned in accordance with the Inspection and Cleaning section
of this listing and the manufacturer's published installation instructions.
5 Samples of the Quik-Pox®CIPP System taken in accordance with ASTM F1216 Sections 8.1.1,
8.1.2 and 8.1.3 must be tested in accordance with ASTM D 790 for short-term flexural strength
and flexural modulus The minimum flexural strength must be 4500 psi (31 MPa) or greater and
minimum flexural modulus must be 250,000 psi (1724 MPa) or greater. The testing must be
conducted by an accredited laboratory acceptable to ICC Evaluation Services.
6. Final video inspection in accordance with ASTM F1216 must be performed and witnessed by the
code official or his designated representative. The final inspection must verify that the liner is
continuous over the entire length of the inversion and is free of dry spots, lifts. and delamination.
7 Leakage verification testing must be performed and witnessed by a representative of an
accredited laboratory. A test assembly must be set up utilizing a 4-inch-diameter (102 mm) pipe
that is a minimum of 50 feet (15.24 m) in length with fittings used to simulate an actual
installation. The test assembly must be lined and cured in accordance with the manufacturer's
installation instructions The completed test assembly must be tested for leakage in accordance
with ASTM F1216 Section 8.2. Maximum leakage with the maximum pressure of 4.3 pounds per
square inch (psi) (29.7 kPa) at the lowest point should be 50 gallons per inch of pipe diameter per
mile per day with all air bled from the system
8. Quik-Pox®CIPP System materials are under a quality control program with annual inspection by
ICC-ES.
Laura Petersen
From: UDig NY Exactix <tickets@exactix.udigny.org>
Sent: Wednesday, March 19, 2025 8:17 AM
To: Steven Fews
Subject: Message from UDig NY
****EMERGENCY****
DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 03/19/2025 08:16
To: VIL RYE BROOK PRIMARY Transmitted: 03/19/2025 08:16 00001
Ticket: 03195-000-319-00 Type: Emergency Previous Ticket:
------------------------------------------------------------------------------
State: NY County: WESTCHESTER Place: RYE BROOK
Addr: From: 18 To: Name: HAWTHORNE AVE
Cross: From: To: Name:
Offset:
------------------------------------------------------------------------------
Locate: FRT OF PROP LOC IS MARKED WITH RED FLAGS
NearSt: WESTCHESTER AVE
Means of Excavation: HAND Blasting: N
Site marked with white: N
Boring/Directional Drilling: N
Within 25ft of Edge of Road: N
Work Type: INSTALL CLEAN OUT FOR SEWER
Estimated Work Complete Date: 03/25/2025 Depth of excavation: 3.5 FEET Site dimensions:
Length 4 FEET Width 3.5 FEET Start Date and Time: 03/19/2025 08:10 Must Start By:
03/19/2025
------------------------------------------------------------------------------
Contact Name: SAMUEL MOTTH
Company: SAMMY SEWER AND DRAIN
Addrl: 814 WOODBINE AVE Addr2
City: MAMARONECK State: NY Zip: 10542
Phone: 914-447-6109 Fax:
Email: sammymotth@hotmail.com
Field Contact: SAMMY MOTTH
Alt Phone: 914-447-6109
Working for: HOME OWNER
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Comments: EMERGENCY, CREW IS ON WAY TO SITE NOW, THIS IS A THREAT TO
LIFE/PROPERTYXITAL UTILITY.
Lookup Type: PARCEL
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Members: ALTICE USA BELL-VALHALLA / WSCHSTR
CONED SUEZ WTR WESTCHESTER
1