16Q0124_RFQ.pdf

ARMY CONTRACTING COMMAND-WARREN (WVA)

MELISSA SANTORO

ATTN: CCTA-HDW/BLDG 10

1 BUFFINGTON STREET

WATERVLIET NY 12189-4000

TEL: 518-266-4675 FAX:

W16H1F6158011Q

REQUEST FOR QUOTATIONS

(THIS IS NOT AN ORDER) 1

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED RATING

W911PT-16-Q-0124 07-Jul-2016 5a. ISSUED BY

8. TO: NAME AND ADDRESS, INCLUDING ZIP CODE

IMPORTANT: This is a request for information, and quotations furnished are not offers. If you are unable to quote, please so indicate on this form and return it to the address in Block 5a. This request does not commit the Government to pay any costs incurred in the preparation of the submission of this quotation or to contract for supplies or services. Supplies are of domestic origin unless otherwise indicated by quoter. Any representations and/or certifications attached to this

Request for Quotations must be completed by the quoter.

11. SCHEDULE (Include applicable Federal, State, and local taxes)

ITEM NO.

(a)

SUPPLIES/ SERVICES

(b)

QUANTITY

(c)

UNIT

(d)

UNIT PRICE

(e) (f)

SEE SCHEDULE

AMOUNT

% No. %

NOTE: Additional provisions and representations [ ] are [ ] are not attached.

13. NAME AND ADDRESS OF QUOTER (Street, City, County, State, and ZIP Code)

14. SIGNATURE OF PERSON AUTHORIZED TO

SIGN QUOTATION

15. DATE OF

QUOTATION

16. NAME AND TITLE OF SIGNER (Type or print) (Include area code)

TELEPHONE NO.

AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 18 (REV. 6-95)

PREVIOUS EDITION NOT USABLE Prescribed by GSA FAR (48 CFR) 53.215-1(a)

THIS RFQ X[ ] IS [ ] IS NOT A SMALL BUSINESS SET-ASIDE

6. DELIVER BY (Date)

SEE SCHEDULE

AND/OR DMS REG. 1

UNDER BDSA REG. 2

4. CERT. FOR NAT. DEF.3. REQUISITION/PURCHASE

REQUEST NO.

ARMY CONTRACTING COMMAND-WARREN (WVA)

ATTN: CCTA-HDW/BLDG 10

1 BUFFINGTON STREET

WATERVLIET NY 12189-4000

9. DESTINATION (Consignee and address, including ZIP Code)

7. DELIVERY

[ ]X FOB

DESTINATION

[ ] OTHER

(See Schedule)

27-Jul-2016(Date)

PLEASE FURNISH QUOTATIONS TO THE ISSUING OFFICE IN BLOCK 5a ON OR BEFORE CLOSE OF BUSINESS:10.

518-266-4675MELISSA SANTORO

(Name and Telephone no.) (No collect calls)5b. FOR INFORMATION CALL:

d. CALENDAR DAYSc. 30 CALENDAR DAYSb. 20 CALENDAR DAYS12. DISCOUNT FOR PROMPT PAYMENT a. 10 CALENDAR DAYS

Section SF 30 - BLOCK 14 CONTINUATION PAGE

SOW

Repair Sewer Line Building 50, Pool House

Work Order #: 5PW239

AAS #: 161460015

Watervliet Arsenal Installation Management, Public Works Division

Facilities Engineering (TAWV-IMP-F)

PART 1 GENERAL

1.01 Scope.

A. This Statement of Work (SOW) defines the effort required for replacement of an existing six (6”) diameter clay sanitary sewer line located on the west side of Building 50 at the Watervliet Arsenal.

The pipe shall be replaced from outside the building to the manhole, approximately 205 lineal feet.

1.02 Existing Conditions.

A. Sewer line has dropped causing a collection point for solids. Also, after snaking the line to remove blockage, root intrusion and cracks in clay pipe were observed.

1.03 Submittals.

A. The contractor shall e-mail all submittals to the Contracting Specialist for review and approval. All submittals require government approval unless otherwise explicitly stated.

B. The contractor shall reference APPENDIX A “Consolidated List of Submittals” for complete list of required submittals.

1.04 Hours of Operation.

A. Normal duty hours are 7:00 AM through 4:00 PM, Monday through Thursday, and 7:00 AM through 3:00 PM on select Fridays (the arsenal is closed every-other Friday). Federal holidays are non-work days. If a federal holiday falls on a Saturday or Sunday, the preceding Friday or following Monday is a work holiday.

1.05 General Requirements.

A. The contractor shall perform all work in strict conformance with Watervliet Arsenal Instructions for Contractors (WAIC). The contractor shall read and understand this document prior to submitting a proposal. The WAIC is publically available at:

http://www.wva.army.mil/Documents/Contracting/WAIC.pdf

B. The contractor shall supply all tools, materials, supplies, equipment, labor, temporary utilities and supervision necessary for the complete execution of the requirements within the contract documents and requirements of this SOW.

C. The contractor shall, prior to submitting a proposal, review (i) all contract documents, and (ii) the project work site, and shall provide written notice to Contracting Specialist detailing any discrepancies that are found between the contract documents and the project work site.

D. The contractor shall notify the Contracting Specialist a minimum of two (2) business days before the contractor starts work. The contractor shall notify the COR a minimum of seven (7) business days before the shut-down of a utility or building service.

E. The contactor shall clean all work areas, at the end of each work day, to remove all tools, equipment, debris, materials, and all waste from the work site.

1.06 Safety Requirements.

A. The contractor shall be responsible for complying with all DOD, Army, Federal, and State health and safety requirements which are applicable to this project, and shall use all means and precautions available to ensure the safety of the occupants and protection to the existing buildings and structures.

B. The contractor shall inspect the project work site prior to starting work, and shall request a copy of the asbestos building inspection records to verify the location and description of known asbestos-containing materials. The contractor shall sign the “Asbestos Notification Acknowledgement Record” and submit this form to the Contracting Specialist.

C. The contractor shall submit a safety plan which is specific to the work activity being performed under the scope of this project for Government review and approval.

1.07 Period of Performance.

A. The contractor shall be required to (i) commence work under this contract within 7 calendar days after the date the contractor receives notice to proceed, (ii) prosecute the work diligently, and (iii) complete the entire work ready for use not later than [60] calendar days after notice to proceed was given. The time stated for completion shall include final cleanup of the premises.

1.08 Project Schedule.

A. The contractor shall create a project schedule and submit for Government review and approval. The project schedule shall detail the phases of work and the overall timeline for the execution of the work.

The contractor shall include delivery dates, appropriate milestones, and shall clearly detail any requirements for work performed outside of regular hours of operation.

1.09 Equipment Identification.

A. The contractor shall create and affix a label to all large equipment, dumpsters, and other mobilized property, which is weather-resistant (laminated, or within a see-thru label hanger), securely affixed to the equipment or visible through a window, and which clearly displays the General Contractor’s:

1. Company name

2. POC name (first, last)

3. POC phone number

4. Project Number: “5PW239”

1.10 Waste Dumpster.

A. The contractor shall place any waste dumpsters in a manner that does not interfere with thru-traffic.

Waste dumpsters shall be placed with a minimum of 33’ clearance from any building. The final location shall be coordinated with, and approved by the COR before any dumpsters are mobilized.

B. The contractor shall cover all waste dumpsters when not in use, and before the end of each work shift.

The cover shall be weather-tight.

1.11 Applicable Documents.

A. Watervliet Arsenal Instructions for Contractors (WAIC).

B. ADA Accessibility Guidelines for Buildings and Facilities (ADAAG) C. The American National Standards Institute (ANSI) D. American Concrete Institute (ACI) E. American Society of Civil Engineers (ASCE)

1. Manual No. 37, "Design and Construction of Sanitary and Storm Sewers" A. ASTM International B. Occupational Safety and Health Administration (OHSA) C. Unified Facilities Guide Specifications (UFGS)

1. Section 32 16 13- Concrete Sidewalks and Curbs

2. Section 33 30 00- Sanitary Sewers

3. Section 31 00 00- Earthwork

4. Section

D. ASTM International (ASTM) E. Standard Specifications for Construction and Materials

PART 2 PRODUCTS

2.01 General.

A. Unless otherwise stated, all materials for this project shall be new. All products shall not contain any asbestos, mercury, chromium/lead paint, Class I Freon, and Polychlorinated Biphenyls (PCB), and shall state such on the manufacturer’s original packaging.

B. All work shall be in strict accordance with product manufacturer’s instructions and specifications, including but not limited to manufacturer guidance for storage, staging, application, installation, and disposal of the product.

C. All construction materials shall meet the applicable requirements of the DoD Green Procurement Program, specifically recycled content products, environmentally preferable products and services, biobased products, energy-and water-efficient products, alternate fuel vehicles and alternative fuels, products using renewable energy, and alternatives to hazardous or toxic chemicals as found at <http://www.acq.osd.mil/dpap/cpic/cp/docs/USA001967-08-DPAP.pdf>.

2.02 Materials.

A. SDR 35 PVC Pipe B. Schedule 40 PVC Pipe C. FERNCO or equivalent flexible couplings D. Concrete:

1. Shall have a compressive strength of 4,000 psi after 28 days.

E. Expansion Joint

1. Pre-molded

2. Shall conform to ASTM D1751

3. ½” thick, unless otherwise noted

4. Cold applied joint sealant conforming to ASTM D5893

F. Wire Mesh

1. W1.4 x W1.4

2. Shall conform to ASTM A1064/A1064M

G. Detectable Underground Warning Tape

1. Green detection tape with black printing reading “Caution: Buried Sewer Line Below.”

2. Shall meet OSHA regulation 1926-956 (C) (I) covering the location of underground utility lines.

H. Bedding Material

1. Provide bedding material consisting of sand, gravel, or crushed rock, well graded with a maximum particle size of 2 inches. Compose material of tough, durable particles. Allow fines passing the 75 micrometers No. 200 standard sieve with a plasticity index less than six.

PART 3 ITEMS OF WORK

3.01 Excavation Requirements.

A. All work shall be accomplished in a way that minimizes impact on pedestrian traffic. The Contractor shall maintain a safety perimeter around the construction zone at all times. Contractor is responsible for maintaining site barricades and work site security.

B. The government will provide pavement markings for any underground utilities. No cutting or digging shall occur prior to completion of the Dig Permit.

C. The Contractor shall use reasonable care to avoid damaging underground utilities. Contractor shall plan the excavation so as to avoid damage or to minimize interference with the underground utilities in or near the work area.

D. The Contractor shall protect and preserve the staking, marking, or other designation of underground utilities until no longer required for proper and safe excavation.

E. The Contractor shall notify the Project COR directly if an underground utility is not found where one has been marked or if an unmarked underground utility is found. Following this notification, the contractor may continue work if the excavation can be performed without damaging the utility.

F. The Contractor shall have an observer to assist the equipment operator when operating excavation equipment around known underground utilities.

G. The Contractor shall support and protect exposed underground utilities from damage. Contractor shall notify the Project COR immediately after discovering or causing damage to underground utilities. All breaks, leaks, nicks, dents, gouges, grooves, or other damage shall be reported and repaired.

H. The Contractor shall protect all utilities from damage when backfilling an excavation. Trash, debris, or other material that could damage or interfere with the accuracy of future locating shall not be buried in the excavation.

I. Excavated material may be reused for final backfill; however, any remnants of shale, brick or pavement shall be removed and discarded.

J. The Contractor shall remove all excess clean soil from the Arsenal at the end of the project. Any environmentally contaminated/hazardous soil/materials will be placed on two (2) layers of six (6) mil polyethylene, covered with one (1) layer of six (6) polyethylene, batted down and labeled by the contractor. The Arsenal will test and dispose of environmentally contaminated/hazardous soil/materials.

3.02 Replace Sewer Main Piping.

A. The Contractor shall excavate and replace roughly 205 lineal feet of 6 inch clay sewer pipe from outside the Pool House to Manhole 74, North of the Pavilion.

1. According to the Malcolm Pirnie General Sanitary and Storm Sewer System Map, attached, the sewer piping crosses underneath the Pavilion. This section of pipe shall be abandoned in place. Contractor shall measure out 12 inches from where the pipe intersects the slab, mark, cut, and attach new piping using Fernco or equivalent flexible couplings.

2. The attached drawing also shows the sewer piping crossing underneath the concrete ramp outside of the ladies locker room. Contractor shall replace ramp in kind to existing. Ramp shall grade/slope to walk as necessary. Concrete shall be 4 inches thick and placed on 4 inches of run of bank gravel.

B. The Contractor shall be responsible for furnishing all labor, materials, equipment, and testing required for the completion of this work.

C. The Contractor shall install pipe and fittings in accordance with UFGS Section 33 30 00 (Sanitary Sewers) paragraph entitled “General Requirements for Installation of Pipelines” of this section and with the requirements of ASTM D231 for laying and joining pipe fittings. Make joints with the gaskets specified for joints with this piping and assemble in accordance with the requirements of ASTM D2321 for assembly of joints. Make joints to other pipe materials in accordance with the recommendations of the pipe manufacturer.

1. Joints shall be watertight as root penetration problems are anticipated. In these cases, rubber gasketed, compression type, or solvent cemented joints are preferred.

D. The Contractor shall follow all recommendations of the materials manufacturer to include such items as, but not limited to, bedding conditions, joint construction, backfilling, etc. All work shall be inspected by the Project COR prior to covering the pipe.

E. Before, during and after installation, piping and fittings shall be protected from any environment that would result in damage or deterioration of the material. Contractor shall keep a copy of the manufacturer’s instructions available at the construction site at all times and shall follow these instructions unless directed otherwise by the Project COR. Solvents, solvent compounds, lubricants, elastomeric gaskets, and any similar materials required to install the pipe shall be stored in accordance with manufacturer’s recommendation and shall be discarded if the storage period exceeds the recommended shelf life. Solvents in use shall be discarded when the recommended pot life is exceeded.

1. The Contractor shall inspect new piping for any cracks, defects, or other evidence of unsuitability. Contractor shall store materials on site in enclosures or under protective coverings. Store plastic piping, jointing materials, and rubber gaskets under cover out of direct sunlight. Do NOT store materials directly on the ground. Keep inside of pipes and fittings free of dirt and debris.

F. The Contractor shall ensure the soil surface at the bottom of the trench is continuous and free of any irregularities that could cause point loads on the pipe or bell. Where shale or stones larger than one and a half (1-1/2) inches are encountered, contractor shall pad the trench bottom with a minimum of six (6) inches of bedding beneath the pipe as a cushion and for protection of the pipe.

G. The Contractor shall ensure proper slope of the pipe. Pipe shall not be laid at a slope less than ¼” per foot.

H. Pipe shall be laid in dry conditions; at no time shall water in the trench be permitted to flow into the sewer. Where dewatering is necessary, water shall be removed until the pipe has been installed and the backfill has been placed to a sufficient height to prevent flotation of the pipeline.

I. The Contractor shall backfill around the pipe and compact in six (6) inch maximum lifts. Compaction techniques and equipment used must not contact or damage the pipe. Do NOT use compaction equipment directly over the pipe until sufficient backfill has been placed.

J. Pipe embedment and haunching material shall be well-graded sand. Haunching material shall be worked under the sides of the pipe and extend to the springline of the pipe. Bell holes shall be provided at each joint to maintain continuous pipe support.

K. Pipe connections to existing manhole shall be made so that finish work will conform as nearly as practicable to the applicable requirements specified for new manholes, including all necessary concrete work, cutting, and shaping. The connection shall be centered on the manhole. Holes for the new pipe shall be of sufficient diameter to allow packing cement mortar around the entire periphery of the pipe but no larger than 1.5 times the diameter of the pipe. Cutting the manhole shall be done in a manner that will cause the least damage to the walls.

L. At any time work is not in progress, the end of the pipe shall be suitably closed to prevent the entry of animals, earth, water, etc.

M. The Contractor shall install a stack clean-out at the change of pipe direction shown on the attached drawings. Fitting shall have a threaded cap that unscrews for easy access in the event the line needs to be snaked. Top of clean-out shall be flush with surrounding grade. Clean-out caps require a reinforced concrete block twenty-four-inch by twenty-four-inch by six-inch (24” x 24” x 6”) flush with finished grade.

N. The Contractor shall provide green detection tape with black printing reading “Caution: Buried Sewer

Line Below.” Underground-type line markers shall be installed two (2) feet above top of pipe for identification.

Option(s):

3.03 Replace Sewer Main Piping Underneath Pool House.

A. The Contractor shall excavate and replace roughly 40 lineal feet of 6 inch clay sewer pipe underneath the Pool House. Contractor shall follow procedures listed in Section 3.02 for replacement.

1. For this section of piping, all soil removal shall be accomplished by hand unless otherwise stated by the Project COR.

B. In addition, the Contractor shall remove and replace all of the cast iron drain piping underneath the structure, with Schedule 40 PVC, sized in-kind with existing, originating below the subfloor and tying into the main sewer line. Piping shall be pitched appropriately to allow for proper drainage.

Contractor shall leak test all drain piping and repair any failures prior to project completion.

C. The Contractor shall remove tongue and groove flooring from inside both locker rooms as required to gain access to the plumbing. Contractor shall take all precautions necessary to avoid damaging flooring during removal as it will be reused. Once work is complete, the contractor shall restore each locker room back to original condition. Any items damaged as a result of this work shall be repaired by the contractor at no cost to the government.

3.04 Replace Concrete Sidewalk.

A. The Contractor shall replace roughly 32 lineal feet of concrete sidewalk from the ladies locker room to the pool apron. New sidewalk shall conform to the requirements of Specification 03 WVA 02, attached.

B. The Contractor shall also provide a new four (4) inch thick slab placed over six (6) inches of compacted crushed stone, adjacent to the building so that a new water fountain can be mounted to the wall. Slab shall be constructed in accordance with Specification 03 01 00 and ADA: Drinking Fountains and Water Coolers (for Clear Floor Space), attached. Contractor shall remove existing water fountain, plastic piping and patch concrete as necessary.

3.05 Replace Sill Plates.

A. The Contractor shall remove weight from the sills as required for replacement. Contractor shall fabricate a temporary framing system that carries the entire load above the sill plates rather than portions of them.

B. The Contractor shall remove the old sill plates and inspect for any other damage. Any visible rot or deterioration shall be brought to the attention of the Project COR immediately prior to further commencement of work.

C. The Contractor shall replace the sill plates according to all applicable building codes. Contractor shall ensure new sills fit snugly and securely on the bottom of the structure. Lumber shall be pressure treated and run the entire length of the building on all sides. If joining two pieces of lumber is required, they shall be connected together using a 24 inch lap joint and lag screws.

D. The Contractor shall slowly and methodically lower the structure back into position once the sills are securely fitted to the bottom of the building and have been lag bolted into place. Sill plates shall be attached to foundation using anchor bolts. The maximum anchor nominal diameter is 5/8 inches.

Anchor bolts shall be embedded in concrete a minimum of 7 inches and located a minimum of 1-3/4 inches from the edge of the concrete parallel to the length of the sill plate.

E. Once complete, the contractor shall replace any siding/flooring that was removed, and remove the temporary framing. Contractor shall restore all disturbed areas back to original condition to include touch up painting. Any items damaged as a result of this work shall be repaired by the contractor at no cost to the government.

PART 4 CLOSEOUT REQUIREMENTS

4.01 Cleanup of Work Site.

A. The Contactor shall clean all work areas and remove all tools, equipment, debris, materials, and all waste from the premises.

B. The Contractor shall remove all debris from any remote holding locations, to include any excavation and concrete equipment chute cleanout debris.

C. The Contractor shall remove their equipment from Watervliet Arsenal premises within five (5) working days after completion of project work.

D. The Contractor shall repair any damaged grass areas by grading, top soiling, seeding and irrigating the areas to return them to their original condition.

PART 5 APPENDICES

A. Consolidated List of Submittals B. Quality Assurance Surveillance Plan (QASP) C. UFGS Section 33 30 00 – Sanitary Sewers D. 03 WVA 02 – Sidewalk Replacement E. 03 01 00 - Concrete F. ADA: Drinking Fountains and Water Coolers G. Malcolm Pirnie General Sanitary and Storm Sewer System Map H. General Sanitary Map I. Plot Plan J. Sewer Repair PDF Drawing

APPENDIX A: Consolidated List of Submittals

Line Item Submitted Submittal Needed By Submittal Reviewed By (Office)

1 Safety Data Sheets for Hazardous Materials

(SDS)

NLT 7 Calendar Days After Award

Safety Office

2 Signed Contractor Asbestos Notification Form NLT 7 Calendar Days After Award

Environmental Office

3 Signed Lockout/Tagout (LOTO) Notification Acknowledgement Record

NLT 7 Calendar Days After Award

Safety Office

4 Project Schedule NLT 7 Calendar Days After Award

COR

5 Detection Tape Product Data NLT 7 Calendar Days After Award

COR

6 Bedding Material NLT 7 Calendar Days After Award

COR

7 Concrete Product Data NLT 7 Calendar Days After Award

COR

8 Pipe Product Data NLT 7 Calendar Days After Award

COR

9 Flexible Coupling Product Data NLT 7 Calendar Days After Award

COR

10 Cleanout Product Data NLT 7 Calendar Days After Award

COR

APPENDIX B: Quality Assurance Surveillance Plan (QASP)

PURPOSE

This Quality Assurance Surveillance Plan (QASP) will be used as a guide to Government Quality Assurance Personnel (QAP). It provides a systematic method to evaluate the services the contractor is required to furnish.

SURVEILLANCE PROCEDURES

Timeliness: Progress is maintained to assure compliance with completion time.

Quality: Conformance with statement of work and industry standards.

Tasks: Performed according to statement of work requirements.

Problem Resolution: Contractor submits deliverables in accordance with the contract and resolves any deficiencies identified by the government in the final submission. Following final submission, contractor resolves any additional deficiencies identified by the government and resubmits and or corrects within one week.

Delivery: Contractor submits each deliverable in accordance with the statement of work and terms of the contract.

PERFORMANCE AREAS

Management Responsiveness: Evaluate the adequacy of the contractor’s responsiveness and their ability to keep the government informed of work progress and provides for early problem identification and effective corrective action plans.

Schedule Control: Evaluate the contractor’s adherence to completion schedule.

Performance: The contractor will be evaluated as to the workmanship and adherence to the statement of work.

EVALUATION CRITERIA

(Outstanding). Indicates performance clearly exceeds contractual requirements. The area of evaluation contains few minor problems for which corrective actions appear highly effective.

(Satisfactory). Indicates performance clearly meets contractual requirements. The area of evaluation contains some minor problems for which the corrective actions appear satisfactory.

(Unsatisfactory). Indicates the contractor failed to satisfy contractual requirements and recovery is not likely in a timely manner. The area of evaluation contains serious problems for which the corrective actions were ineffective.

DOCUMENTATION

Documentation used to perform surveillance will consist of random government inspections and inspection records, as well as the evaluation of final work product delivery by the project COR/COTR.

RATING

Contractor will be given an overall rating of Outstanding, Satisfactory, or Unsatisfactory by the Government Technical point of contact or Contracting Specialist Representative, if appointed, 3 using the above evaluation criteria.

************************************************************************** USACE

/ NAVFAC / AFCEC / NASA UFGS-33 30 00 (April 2008)

Change 4 - 02/16

Preparing Activity: USACE Superseding UFGS-33 30 00 (July 2006)

UNIFIED FACILITIES GUIDE SPECIFICATIONS

References are in agreement with UMRL dated April 2016

SECTION TABLE OF CONTENTS DIVISION 33 - UTILITIES

SECTION 33 30 00 SANITARY SEWERS 04/08

1.1 SUMMARY

1.1.1 Sanitary Sewer Gravity Pipeline

1.1.2 Sanitary Sewer Pressure Lines

1.1.3 USACE Project

1.2 REFERENCES

1.3 SUBMITTALS

1.4 QUALITY ASSURANCE

1.4.1 Installer Qualifications

1.4.2 Drawings

1.5 DELIVERY, STORAGE, AND HANDLING

1.5.1 Delivery and Storage

1.5.1.1 Piping

1.5.1.2 Metal Items

1.5.1.3 Cement, Aggregate, and Reinforcement

1.5.2 Handling

1.6 PROJECT/SITE CONDITIONS

PART 2 PRODUCTS

2.1 PIPELINE MATERIALS

2.1.1 Cast-Iron Soil Piping

2.1.1.1 Cast-Iron Hub and Spigot Soil Pipe and Fittings

2.1.1.2 Cast-Iron Hubless Soil Pipe and Fittings

2.1.2 Clay Piping

2.1.2.1 Clay Pipe and Fittings

2.1.2.2 Clay Piping Jointing Materials

2.1.3 Concrete Gravity Sewer Piping

2.1.3.1 Concrete Gravity Pipe and Fittings

2.1.3.2 Jointing Materials for Concrete Gravity Piping

2.1.4 Concrete Pressure Piping

2.1.4.1 Concrete Pressure Pipe and Fittings

2.1.4.2 Jointing Materials for Concrete Pressure Piping

2.1.5 Ductile Iron Gravity Sewer Pipe and Associated Fittings

SECTION 33 30 00 Page 1

2.1.5.1 Ductile Iron Gravity Pipe and Fittings

2.1.5.2 Ductile Iron Gravity Joints and Jointing Materials

2.1.6 Ductile Iron Pressure Piping

2.1.6.1 Ductile Iron Pressure Pipe and Fittings

2.1.6.2 Ductile Iron Pressure Joints and Jointing Materials

2.1.7 ABS Composite Plastic Piping

2.1.7.1 ABS Composite Plastic Pipe and Fittings

2.1.7.2 Jointing Materials for ABS Composite Plastic Piping

2.1.8 ABS Solid-Wall Plastic Piping

2.1.8.1 ABS Solid-Wall Plastic Pipe and Fittings

2.1.8.2 ABS Solid-Wall Plastic Joints and Jointing Materials

2.1.9 PVC Plastic Gravity Sewer Piping

2.1.9.1 PVC Plastic Gravity Pipe and Fittings

2.1.9.2 PVC Plastic Gravity Joints and Jointing Material

2.1.10 PVC Plastic Pressure Pipe and Associated Fittings

2.1.10.1 PVC Plastic Pressure Pipe and Fittings

2.1.10.1.1 Pipe and Fittings Less Than 100 mm 4 inch Diameter

2.1.10.1.1.1 Screw-Joint

2.1.10.1.1.2 Push-On Joint

2.1.10.1.1.3 Solvent Cement Joint

2.1.10.1.2 Pipe and Fittings 100 mm 4 inch Diameter to 300 mm 12 inch

2.1.10.2 PVC Plastic Pressure Joints and Jointing Material

2.1.11 High Density Polyethylene Pipe (HDPE)

2.1.12 Reinforced Plastic Mortar Pipe (RPMP)

2.1.13 Reinforced Thermosetting Resin Pipe (RTRP)

2.1.13.1 Filament Wound RTRP-I

2.1.13.2 Centrifugally Cast RTRP-II

2.1.14 Dual Wall and Triple Wall Polypropylene

2.1.15 Piping Beneath Railroad Right-of-Way

2.2 CONCRETE MATERIALS

2.2.1 Cement Mortar

2.2.2 Portland Cement

2.2.3 Portland Cement Concrete

2.3 MISCELLANEOUS MATERIALS

2.3.1 Precast Concrete Manholes & Glass-Fiber-Reinforced Polyester

Manholes

2.3.2 Gaskets and Connectors

2.3.3 External Preformed Rubber Joint Seals

2.3.4 Metal Items

2.3.4.1 Frames, Covers, and Gratings for Manholes

2.3.4.2 Manhole Steps

2.3.4.3 Manhole Ladders

2.3.4.4 Septic Tank Piping

2.3.4.5 Siphon for Septic Tank

2.3.5 Sewage Absorption Field Materials

2.4 REPORTS

PART 3 EXECUTION

3.1 INSTALLATION OF PIPELINES AND APPURTENANT CONSTRUCTION

3.1.1 Connections to Existing Lines

3.1.2 General Requirements for Installation of Pipelines

3.1.2.1 Location

3.1.2.1.1 Sanitary Piping Installation Parallel with Water Line

3.1.2.1.1.1 Normal Conditions

3.1.2.1.1.2 Unusual Conditions

3.1.2.1.2 Installation of Sanitary Piping Crossing a Water Line

3.1.2.1.2.1 Normal Conditions

SECTION 33 30 00 Page 2

3.1.2.1.2.2 Unusual Conditions

3.1.2.1.3 Sanitary Sewer Manholes

3.1.2.2 Earthwork

3.1.2.3 Pipe Laying and Jointing

3.1.3 Special Requirements

3.1.3.1 Installation of Cast Iron Soil Piping

3.1.3.2 Installation of Clay Piping

3.1.3.3 Installation of Concrete Gravity Sewer Piping

3.1.3.4 Installation of Concrete Pressure Lines

3.1.3.4.1 Joints

3.1.3.4.2 Pipe Anchorage

3.1.3.5 Installation of Ductile Iron Gravity Sewer Pipe

3.1.3.6 Installation of Ductile-Iron Pressure Lines

3.1.3.7 Installation of ABS Composite Plastic Piping

3.1.3.8 Installation of ABS Solid-Wall Plastic Piping

3.1.3.9 Installation of PVC Plastic Piping

3.1.3.10 Installation of PVC Plastic Pressure Pipe and Fittings

3.1.3.10.1 Pipe Less Than 100 mm 4 Inch Diameter

3.1.3.10.1.1 Threaded Joints

3.1.3.10.1.3 Push-On Joints

3.1.3.10.1.3 Solvent-Weld Joints

3.1.3.10.2 Pipe 100 mm 4 Inch Diameter Joints

3.1.3.10.3 Pipe Anchorage

3.1.3.11 Installation of Dual Wall and Triple Wall Polypropylene

3.1.3.12 Pipeline Installation Beneath Railroad Right-of-Way

3.1.4 Concrete Work

3.1.5 Manhole Construction

3.1.6 Miscellaneous Construction and Installation

3.1.6.1 Connecting to Existing Manholes

3.1.6.2 Metal Work

3.1.6.2.1 Workmanship and Finish

3.1.6.2.2 Field Painting

3.1.7 Sewage Absorption Trench Construction

3.1.8 Installations of Wye Branches

3.2 FIELD QUALITY CONTROL

3.2.1 Field Tests and Inspections

3.2.2 Post-Construction Inspection

3.2.3 Tests for Nonpressure Lines

3.2.3.1 Leakage Tests

3.2.3.1.1 Infiltration Tests and Exfiltration Tests

3.2.3.1.2 Low-Pressure Air Tests

3.2.3.1.2.1 Clay Pipelines

3.2.3.1.2.2 Concrete Pipelines

3.2.3.1.2.3 Ductile-Iron Pipelines

3.2.3.1.2.4 ABS Composite Plastic Pipelines

3.2.3.1.2.5 PVC Plastic Pipelines 3.2.3.1.2.6

Polypropylene

3.2.3.2 Deflection Testing

3.2.3.2.1 Pull-Through Device

3.2.3.2.2 Deflection Measuring Device

3.2.3.2.3 Pull-Through Device Procedure

3.2.3.2.4 Deflection measuring device procedure

3.2.4 Tests for Pressure Lines

3.2.5 Field Tests for Concrete

-- End of Section Table of Contents --

USACE / NAVFAC / AFCEC / NASA UFGS-33 30 00 (April 2008) Change 4 - 02/16

Preparing Activity: USACE Superseding UFGS-33 30 00 (July 2006)

UNIFIED FACILITIES GUIDE SPECIFICATIONS

References are in agreement with UMRL dated April 2016

SECTION 33 30 00

SANITARY SEWERS

04/08

NOTE: This guide specification covers the requirements for piping and appurtenant structures for an exterior sanitary sewer system.

Adhere to UFC 1-300-02 Unified Facilities Guide Specifications (UFGS) Format Standard when editing this guide specification or preparing new project specification sections. Edit this guide specification for project specific requirements by adding, deleting, or revising text. For bracketed items, choose applicable items(s) or insert appropriate information.

Remove information and requirements not required in respective project, whether or not brackets are present.

Comments, suggestions and recommended changes for this guide specification are welcome and should be submitted as a Criteria Change Request (CCR).

NOTE: The following is applicable to USACE project designs.

All pipe materials specified will be retained except under conditions where they would not be suitable;

see UFC 3-240-01. Where it is determined that a pipe material would be altogether unsuitable, every mention of the unsuitable material and referenced publications that pertain only to the unsuitable material will be deleted. If a material would be suitable in a part of the system and unsuitable in other parts, the locations where the material may and may not be used will be shown on the contract drawings and stated in the contract specifications.

A study of the conditions will be made to determine the suitability of the materials. If doubt remains after the study, because of exceptional conditions, a report should be submitted to HQUSACE (CECW-EW).

Consider the following in NAVFAC project designs.

1. Allowable piping materials:

a. The project specification should allow the use of piping materials for each application which are suitable for the project, each to be permitted as a Contractor's option.

b. Refer to the appropriate NAVFACENGCOM Design Manual/Military Handbook for general information on piping materials suitable for use on the applications covered by this specification.

c. Pipe materials which are known to be unsuitable for local conditions (i.e., corrosion, root penetration, etc.) should not be permitted for the project. However, consideration should be given to use of more effective protective coatings and jointing methods where economically feasible.

d. In areas where problems with root penetration are anticipated, specify pipe which has the kind of joint which will successfully resist root penetration. Generally speaking, the more watertight the joint, the greater will be the resistance to root penetration. Rubber-gasketed and compression-type joints are considered to give the best performance for this application.

e. It is assumed that corrosive fluids (acids, alkalies, toluene, etc.) will not be reaching the exterior sewer system in relatively undiluted condition. If such will not be the case, investigate the materials specified herein for resistance to the particular chemical involved. If necessary, corrosion-resistant materials other than those specified herein may be used.

f. Further information on clay pipe may be found in the Clay Pipe Engineering Manual (1985 Edition) of the National Clay Pipe Institute.

g. For further information on the selection of concrete sewer pipe and jointing materials, see the Concrete Pipe Design Manual (1980 Edition) and the Concrete Pipe Handbook (1980 Edition), both published by the American Concrete Pipe Association.

h. Where required for special applications, reinforced concrete arch pipe conforming to ASTM C506 or reinforced concrete elliptical pipe conforming to ASTM C507 may be specified.

i. Plastic pipe is subject to temperature limitations which must be observed when specifying plastic pipe for service from laundries, kitchens, and other facilities discharging large quantities of water at elevated temperatures (the temperature limit given is for short-time, nonpressure use only; lower temperature limit is required for long-time use or for pressure use):

ABS 82 degrees C 180 degrees F

PVC 71 degrees C 160 degrees F

PP 60 degrees C 140 degrees F

j. Do not use ABS pipe for applications where high chemical resistance is desired, such as in lines from laboratories or hospitals.

k. Use caution if considering concrete pipe for septic flows. Depending on septicity, these pipes may not be satisfactory.

2. Pipe design:

a. Specify equivalent pipe design for the project conditions (using the applicable criteria for each pipe material) for each pipe material insofar as is practicable. American Society of Civil Engineers (ASCE Manual No. 37, "Design and Construction of Sanitary and Storm Sewers," contains methods of calculation for structural requirements of pipe;

from these, the required strengths for pipe of various materials may be determined. Investigate external loads, including earth loads, truck loads, seismic loads, and impact, in the design stage of the project.

b. Give special attention in the design stage of project to plastic pipe materials, particularly with respect to superimposed external loads which could cause excessive deflection of the pipe. The degree of sidefill compaction should be considered realistically, particularly in marginal cases.

c. Where different classes, strengths, etc., of pipe are required for different sections of long pipelines due to significant differences in external loading, expand or modify the applicable paragraphs of this specification accordingly. Show the limits for each class, strength, etc., either on the project drawings or appropriately describe them in the applicable paragraph of the project specification.

3. Pipe joints: When more than one type of joint is applicable for the specified piping, permit each as a Contractor's option except where watertight joints are necessary in areas where root penetration problems are anticipated. In these cases, rubber-gasketed or compression-type, or solvent-cemented joints are preferred. Use fuel resistant joint gaskets when required.

4. It may be necessary to modify chemical requirements for cement under certain conditions. Sulfate resistance is required for concrete pipe when pipe is carrying sulfate-bearing waters, or when pipe is buried in soil containing sulfates. Specify Type II (moderate sulfate resisting) cement when water-soluble sulfates (as S04) in the soil are in the range of 0.1 to 0.2 percent and, for water, are in the range of 150 to 1000 parts per million. Specify Type V (sulfate resisting) cement when soils contain in excess of

0.2 percent water-soluble sulfate and water samples contain in excess of 1000 parts per million. In areas where reactive aggregates are known to occur, specify low alkali cement.

On the project drawings, show:

1. Plan and location of new pipelines, including type of service and size of pipe

2. Location, size, and type of service of existing connecting, intersecting, or adjacent pipelines and other utilities

3. Paved areas and railroads which pass over new pipelines

4. Profile, where necessary to show unusual conditions

5. Invert elevations at beginning and end of pipelines and at manholes or similar structures

6. Class or strength of pipe and limits for same where class or strength will be different for different sections of pipeline

7. Design details for pertinent manholes, septic tank(s), and sewage absorption trench

8. Bedding conditions, where different from those specified in the appropriate specification and location of cradle(s), when cradle is required, if not covered

9. Maximum working pressure for pressure sewers

10. Location and size of thrust blocks on pressure lines

11. Location of flanged joints on pressure sewers

12. Location of mechanical joints on ductile-iron piping (when used on only part of the system).

1.1 SUMMARY

1.1.1 Sanitary Sewer Gravity Pipeline

[Provide [mains and laterals] [[ ] mm inch lines] of [clay pipe] [concrete pipe] [ductile-iron pipe] [acrylonitrile-butadiene-styrene (ABS) composite plastic pipe] [polypropylene pipe] [or] [polyvinyl chloride (PVC) plastic pipe]. Provide building connections [[ ] mm inch lines] of [cast iron soil pipe] [clay pipe] [concrete pipe] [acrylonitrile-butadiene-styrene (ABS) solid-wall plastic pipe] [or] [polyvinyl chloride (PVC) plastic pipe].] [Provide new and modify existing exterior sanitary gravity sewer piping and appurtenances. Provide each system complete and ready for operation. The exterior sanitary gravity sewer system includes equipment, materials, installation, and workmanship as specified herein more than 1.5 m 5 feet outside of building walls.]

1.1.2 Sanitary Sewer Pressure Lines

Provide pressure lines of [ductile iron pressure pipe] [concrete pressure pipe] [or] [polyvinyl chloride (PVC) plastic pressure pipe].

1.1.3 USACE Project

The construction required herein shall include appurtenant structures and building sewers to points of connection with the building drains 1.5 m 5 feet outside the building to which the sewer system is to be connected.

Replace damaged material and redo unacceptable work at no additional cost to the Government. Backfilling shall be accomplished after inspection by the Contracting Officer. Before, during, and after installation, plastic pipe and fittings shall be protected from any environment that would result in damage or deterioration to the material. Keep a copy of the manufacturer's instructions available at the construction site at all times and shall follow these instructions unless directed otherwise by the Contracting Officer. Solvents, solvent compounds, lubricants, elastomeric gaskets, and any similar materials required to install the plastic pipe shall be stored in accordance with the manufacturer's recommendation and shall be discarded if the storage period exceeds the recommended shelf life. Solvents in use shall be discarded when the recommended pot life is exceeded.

1.2 REFERENCES

NOTE: This paragraph is used to list the publications cited in the text of the guide specification. The publications are referred to in the text by basic designation only and listed in this paragraph by organization, designation, date, and title.

Use the Reference Wizard's Check Reference feature when you add a RID outside of the Section's

Reference Article to automatically place the reference in the Reference Article. Also use the

Reference Wizard's Check Reference feature to update the issue dates.

References not used in the text will automatically be deleted from this section of the project specification when you choose to reconcile references in the publish print process.

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 CONCRETE PIPE ASSOCIATION (ACPA)

ACPA 01-102 (2000) Concrete Pipe Handbook

ACPA 01-103 (2000) Concrete Pipe Installation Manual

AMERICAN RAILWAY ENGINEERING AND MAINTENANCE-OF-WAY ASSOCIATION

(AREMA)

AREMA Eng Man (2015) Manual for Railway Engineering

AMERICAN WATER WORKS ASSOCIATION (AWWA)

AWWA C104/A21.4 (2013) Cement-Mortar Lining for

Ductile-Iron Pipe and Fittings for Water

AWWA C105/A21.5 (2010) Polyethylene Encasement for

Ductile-Iron Pipe Systems

AWWA C110/A21.10 (2012) Ductile-Iron and Gray-Iron Fittings for Water

AWWA C111/A21.11 (2012) Rubber-Gasket Joints for

Ductile-Iron Pressure Pipe and Fittings

AWWA C115/A21.15 (2011) Flanged Ductile-Iron Pipe With

Ductile-Iron or Gray-Iron Threaded Flanges

AWWA C151/A21.51 (2009) Ductile-Iron Pipe, Centrifugally

Cast, for Water

AWWA C153/A21.53 (2011) Ductile-Iron Compact Fittings for

Water Service

AWWA C302 (2011) Reinforced Concrete Pressure Pipe, Noncylinder Type

AWWA C600 (2010) Installation of Ductile-Iron Water

Mains and Their Appurtenances

AWWA C605 (2013) Underground Installation of

Polyvinyl Chloride (PVC) Pressure Pipe and Fittings for Water

AWWA C606 (2015) Grooved and Shouldered Joints

AWWA C900 (2007; Errata 2008) Polyvinyl Chloride

(PVC) Pressure Pipe, and Fabricated

Fittings, 4 In. Through 12 In. (100 mm Through 300 mm), for Water Distribution

AWWA M23 (2002; 2nd Ed) Manual: PVC Pipe - Design and Installation

AWWA M9 (2008; Errata 2013) Manual: Concrete

Pressure Pipe

ASME INTERNATIONAL (ASME)

ASME B1.20.1 (2013) Pipe Threads, General Purpose (Inch)

ASME B1.20.2M (2006; R 2011) Pipe Threads, 60 Deg.

General Purpose (Metric)

ASME B16.1 (2015) Gray Iron Pipe Flanges and Flanged

Fittings Classes 25, 125, and 250

ASME B18.2.2 (2010) Nuts for General Applications:

Machine Screw Nuts, Hex, Square, Hex Flange, and Coupling Nuts (Inch Series)

ASME B18.5.2.1M (2006; R 2011) Metric Round Head Short

Square Neck Bolts

ASME B18.5.2.2M (1982; R 2010) Metric Round Head Square

Neck Bolts

ASTM INTERNATIONAL (ASTM)

ASTM A123/A123M (2013) Standard Specification for Zinc

(Hot-Dip Galvanized) Coatings on Iron and Steel Products

ASTM A307 (2014) Standard Specification for Carbon

Steel Bolts and Studs, 60 000 PSI Tensile Strength

ASTM A47/A47M (1999; R 2014) Standard Specification for

Ferritic Malleable Iron Castings

ASTM A48/A48M (2003; R 2012) Standard Specification for

Gray Iron Castings

ASTM A536 (1984; R 2014) Standard Specification for

Ductile Iron Castings

ASTM A563 (2015) Standard Specification for Carbon and Alloy Steel Nuts

ASTM A563M (2007; R 2013) Standard Specification for

Carbon and Alloy Steel Nuts (Metric)

ASTM A74 (2016) Standard Specification for Cast

Iron Soil Pipe and Fittings

ASTM A746 (2009; R 2014) Standard Specification for Ductile Iron Gravity Sewer Pipe

ASTM C12 (2014) Standard Practice for Installing Vitrified Clay Pipe Lines

ASTM C14 (2015) Standard Specification for Concrete Sewer, Storm Drain, and Culvert Pipe

ASTM C14M (2014) Standard Specification for Concrete Sewer, Storm Drain, and Culvert Pipe (Metric)

ASTM C150/C150M (2015) Standard Specification for Portland Cement

ASTM C260/C260M (2010a) Standard Specification for Air-Entraining Admixtures for Concrete

ASTM C270 (2014a) Standard Specification for Mortar for Unit Masonry

ASTM C33/C33M (2013) Standard Specification for Concrete Aggregates

ASTM C361 (2014a) Standard Specification for Reinforced Concrete Low-Head Pressure Pipe

ASTM C361M (2014) Standard Specification for Reinforced Concrete Low-Head Pressure Pipe (Metric)

ASTM C425 (2004; R 2013) Standard Specification for Compression Joints for Vitrified Clay Pipe and Fittings

ASTM C443 (2011) Standard Specification for Joints for Concrete Pipe and Manholes, Using Rubber Gaskets

ASTM C443M (2012) Standard Specification for Joints for Concrete Pipe and Manholes, Using Rubber Gaskets (Metric)

ASTM C478 (2015a) Standard Specification for Precast Reinforced Concrete Manhole Sections

ASTM C478M (2015a) Standard Specification for Precast Reinforced Concrete Manhole Sections (Metric)

ASTM C564 (2014) Standard Specification for Rubber Gaskets for Cast Iron Soil Pipe and Fittings

ASTM C700 (2013) Standard Specification for Vitrified Clay Pipe, Extra Strength, Standard Strength, and Perforated

ASTM C76 (2015) Standard Specification for

Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe

ASTM C76M (2014) Standard Specification for

Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe (Metric)

ASTM C828 (2011) Low-Pressure Air Test of Vitrified

Clay Pipe Lines

ASTM C923 (2008; R 2013; E 2016) Standard

Specification for Resilient Connectors Between Reinforced Concrete Manhole Structures, Pipes and Laterals

ASTM C923M (2008b; R 2013) Standard Specification for

Resilient Connectors Between Reinforced Concrete Manhole Structures, Pipes and Laterals (Metric)

ASTM C924 (2002; R 2009) Testing Concrete Pipe Sewer

Lines by Low-Pressure Air Test Method

ASTM C924M (2002; R 2009) Testing Concrete Pipe Sewer

Liner by Low-Pressure Air Test Method (Metric)

ASTM C94/C94M (2015) Standard Specification for

Ready-Mixed Concrete

ASTM C969 (2002; R 2009) Standard Practice for

Infiltration and Exfiltration Acceptance Testing of Installed Precast Concrete Pipe Sewer Lines

ASTM C969M (2002; R 2009) Standard Practice for

Infiltration and Exfiltration Acceptance Testing of Installed Precast Concrete Pipe Sewer Lines (Metric)

ASTM C972 (2000; R 2011) Compression-Recovery of

Tape Sealant

ASTM C990 (2009; R 2014) Standard Specification for

Joints for Concrete Pipe, Manholes and Precast Box Sections Using Preformed Flexible Joint Sealants

ASTM C990M (2009; R 2014) Standard Specification for

Joints for Concrete Pipe, Manholes and Precast Box Sections Using Preformed Flexible Joint Sealants (Metric)

ASTM D1784 (2011) Standard Specification for Rigid

Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds

ASTM D1785 (2012) Standard Specification for

Poly(Vinyl Chloride) (PVC), Plastic Pipe, Schedules 40, 80, and 120

ASTM D2235 (2004; R 2011) Standard Specification for

Solvent Cement for Acrylonitrile-Butadiene-Styrene (ABS) Plastic Pipe and Fittings

ASTM D2241 (2015) Standard Specification for

Poly(Vinyl Chloride) (PVC) Pressure-Rated Pipe (SDR Series)

ASTM D2321 (2014; E 2014) Standard Practice for Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity-Flow Applications

ASTM D2412 (2011) Determination of External Loading

Characteristics of Plastic Pipe by Parallel-Plate Loading

ASTM D2464 (2015) Standard Specification for Threaded

Poly(Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 80

ASTM D2466 (2015) Standard Specification for

Fittings, Schedule 40

ASTM D2467 (2015) Standard Specification for

Fittings, Schedule 80

ASTM D2680 (2001; R 2014) Standard Specification for

Acrylonitrile-Butadiene-Styrene (ABS) and Poly(Vinyl Chloride) (PVC) Composite Sewer Piping

ASTM D2751 (2005) Standard Specification for

Acrylonitrile-Butadiene-Styrene (ABS) Sewer Pipe and Fittings

ASTM D2996 (2015) Filament-Wound "Fiberglass"

(Glass-Fiber-Reinforced Thermosetting-Resin) Pipe

ASTM D2997 (2015) Centrifugally Cast "Fiberglass"

Thermosetting-Resin) Pipe

ASTM D3034 (20115) Standard Specification for Type

PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings

ASTM D3139 (1998; R 2011) Joints for Plastic Pressure

Pipes Using Flexible Elastomeric Seals

ASTM D3212 (2007; R 2013) Standard Specification for

Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals

ASTM D3262 (2011) "Fiberglass"

Thermosetting-Resin) Sewer Pipe

ASTM D3350 (2012) Polyethylene Plastics Pipe and

Fittings Materials

ASTM D3753 (2012; E 2013) Glass-Fiber-Reinforced

Polyester Manholes and Wetwells

ASTM D3840 (2014) "Fiberglass"

Thermosetting-Resin) Pipe Fittings for Nonpressure Applications

ASTM D4101 (2014) Standard Specification for

Polypropylene Injection…