Revised Specification Sections.pdf

WO#6900670 REPAIR AND IMPROVE IWTP (CP1711M&R)

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

NAVFAC NO. SHEET NO. TITLE

12798695 G000 COVER SHEET

12798696 G001 INDEX OF DRAWINGS

12798697 G002 GENERAL NOTES

12798698 G003 SHEET LAYOUT & SURVEY CONTROL PLAN

12798699 B100 SOIL BORING PLAN

12798700 C001 CIVIL NOTES & LEGEND

12798701 C010 EXISTING CONDITIONS PLAN - SITE

12798702 C011 EXISTING CONDITIONS PLAN - SITE

12798703 C012 EXISTING CONDITIONS PLAN - SITE

12798704 C013 EXISTING CONDITIONS PLAN - SITE

12798705 C020 EXISTING CONDITIONS PLAN - PIPE TRESTLE

12798706 CD010 DEMOLITION PLAN - SITE

12798707 CD011 DEMOLITION PLAN - SITE

12798708 CD012 DEMOLITION PLAN - SITE

12798709 CD013 DEMOLITION PLAN - SITE

12798710 CD020 DEMOLITION PLAN - PIPE TRESTLE

12798711 CD050 PHOTOS - SITE

DOCUMENT 00 01 15 Page 1 May 21, 2020

12798712 CD051 PHOTOS - PIPE TRESTLE

12798713 CD100 DEMOLITION PLAN - INFLUENT STRUCTURE

12798714 CD101 DEMOLITION PLAN - PRIMARY CLARIFIERS

12798715 CD102 DEMOLITION PLAN - PRIMARY CLARIFIERS

12798716 CD103 DEMOLITION PLAN - PRIMARY EFFLUENT PUMP STATION

12798717 CD150 PHOTOS - INFLUENT STRUCTURE, PRIMARY CLARIFIERS, DRY-WET WELL

12798718 CD200 DEMOLITION PLAN - EQUALIZATION BASINS

12798719 CD250 PHOTOS - EQUALIZATION BASINS

12798720 CD300 DEMOLITION PLAN - CONTINUOUS TREATMENT FACILITY

12798721 CD301 DEMOLITION PLAN - CONTINUOUS TREATMENT FACILITY

12798722 CD302 DEMOLITION PLAN - CONTINUOUS TREATMENT FACILITY

12798723 CD303 DEMOLITION PLAN - CONTINUOUS TREATMENT FACILITY

12798724 CD304 DEMOLITION PLAN - CONTINUOUS TREATMENT FACILITY

12798725 CD350 PHOTOS - CONTINUOUS TREATMENT FACILITY

12798726 CD400 DEMOLITION PLAN - UPFLOW CLARIFIERS

12798727 CD401 DEMOLITION PLAN - UPFLOW CLARIFIERS

12798728 CD450 PHOTOS - UPFLOW CLARIFIERS

12798729 CD500 DEMOLITION PLAN - POLYMER BUILDING

12798730 CD550 PHOTOS - POLYMER BUILDING

12798731 CD600 DEMOLITION PLAN - EFFLUENT STRUCTURE

12798732 CD650 PHOTOS - EFFLUENT STRUCTURE

12798733 CD700 DEMOLITION PLAN - SCUM-SLUDGE STORAGE FACILITY

12798734 CD701 DEMOLITION PLAN - SCUM-SLUDGE STORAGE FACILITY

12798735 CD702 DEMOLITION PLAN - SCUM-SLUDGE STORAGE FACILITY

12798736 CD750 PHOTOS - SCUM-SLUDGE STORAGE FACILITY

12798737 CD800 DEMOLITION PLAN - DEWATERING FACILITY

12798738 CD801 DEMOLITION PLAN - DEWATERING FACILITY

DOCUMENT 00 01 15 Page 2

12798739 CD802 DEMOLITION PLAN - DEWATERING FACILITY

12798740 CD850 PHOTOS - DEWATERING FACILITY

12798741 CS010 SITE LAYOUT PLAN

12798742 CS011 SITE LAYOUT PLAN

12798743 CS012 SITE LAYOUT PLAN

12798744 CS013 SITE LAYOUT PLAN

12798745 CS900 SITE DETAILS

12798746 CS901 SITE DETAILS

12798747 CS902 SITE DETAILS

12798748 CS903 SITE DETAILS

12798749 CU020 UTILITY PLAN - PIPE TRESTLE

12798750 CU100 GRIT SYSTEM REPLACEMENT PLAN

12798751 CU101 GRIT SYSTEM REPLACEMENT SECTION & DETAILS

12798752 CU102 PRIMARY CLARIFIER MODIFICATION PLAN

12798753 CU103 PRIMARY CLARIFIER MODIFICATION SECTION & DETAILS

12798754 CU104 PRIMARY EFFLUENT PUMP STATION MODIFICATIONS

12798755 CU200 EQUALIZATION BASIN IMPROVEMENTS PLAN

12798756 CU201 EQUALIZATION BASIN IMPROVEMENTS SECTION

12798757 CU300 CTF IMPROVEMENTS PLAN

12798758 CU301 CTF IMPROVEMENTS PLAN & SECTIONS

12798759 CU302 CTF CHEMICAL FEED PIPING SECTIONS & DETAILS

12798760 CU303 CTF SHCS METERING PUMP PIPING & DETAILS

12798761 CU400 UPFLOW CLARIFIER IMPROVEMENTS PLAN

12798762 CU401 UPFLOW CLARIFIER PLAN, SECTION, & DETAILS

12798763 CU500 MODIFICATIONS TO EXISTING POLYMER FEED BUILDING

12798764 CU600 EFFLUENT STRUCTURE PLAN, SECTIONS, & DETAILS

12798765 CU601 OIL-WATER SEPARATOR PLAN & DETAILS

DOCUMENT 00 01 15 Page 3

12798766 CU700 SCUM-SLUDGE STORAGE FACILITY PLAN

12798767 CU701 SCUM-SLUDGE STORAGE FACILITY SECTIONS & DETAILS

12798768 CU800 SLUDGE DEWATERING BUILDING IMPROVEMENTS PLAN

12798769 CU801 SLUDGE DEWATERING BUILDING IMPROVEMENTS SECTION & DETAILS

12798770 CU802 SLUDGE DEWATERING BUILDING SECTIONS & DETAILS

12798771 CU803 SLUDGE DEWATERING BUILDING SECTIONS & DETAILS

12798772 CU900 DETAILS

12798773 CU901 DETAILS

12798774 CU902 DETAILS

12798775 CG010 GRADING, DRAINAGE, & EROSION CONTROL PLAN

12798776 CG011 GRADING, DRAINAGE, & EROSION CONTROL PLAN

12798777 CG012 GRADING, DRAINAGE, & EROSION CONTROL PLAN

12798778 CG013 GRADING, DRAINAGE, & EROSION CONTROL PLAN

12798779 CG900 GRADING, DRAINAGE, & EROSION CONTROL DETAILS

12798780 CG901 GRADING, DRAINAGE, & EROSION CONTROL DETAILS

12798781 SU001 GENERAL NOTES AND ABBREVIATIONS

12798782 SU002 GENERAL NOTES AND ABBREVIATIONS (CONTINUED)

12798783 SU100 GRIT SYSTEM CANOPY FOUNDATION AND ROOF PLAN

12798784 SU101 SECTIONS

12798785 SU102 PRIMARY CLARIFIER STRUCTURAL MODIFICATION PLAN

12798786 SU103 SECTIONS

12798787 SU104 PRIMARY CLARIFIER EFFLUENT PUMP STATION STRUCTURAL

12798788 SU200 EQUALIZATION BASIN STRUCTURAL IMPROVEMENT PLAN

12798789 SU201 SECTIONS

12798790 SU300 CTF STRUCTURAL IMPROVEMENTS PLAN

12798791 SU301 CTF STRUCTURAL SECTIONS AND DETAILS

12798792 SU400 UPFLOW CLARIFIER STRUCTURAL PLAN

DOCUMENT 00 01 15 Page 4

12798793 SU401 SECTIONS

12798794 SU500 EXISTING POLYMER BUILDING STRUCTURAL MODIFICATIONS

12798795 SU600 EFFLUENT STRUCTURE FOUNDATION PLAN, SECTIONS, AND DETAILS

12798796 SU601 OIL WATER SEPARATOR SPILL CONTAINMENT PLAN AND SECTIONS

12798797 SU700 SLUDGE-SCUM TANK FOUNDATION PLAN AND CATWALK FRAMING PLAN

12798798 SU701 SLUDGE-SCUM TANK SECTIONS AND DETAILS

12798799 SU800 SLUDGE DEWATERING BUILDING STRUCTURAL IMPROVEMENTS

12798800 SU801 SLUDGE DEWATERING BUILDING STRUCTURAL SECTIONS AND DETAIL

12798801 SU802 SLUDGE DEWATERING BUILDING STRUCTURAL SECTIONS AND DETAIL

12798802 SU900 TYPICAL DETAILS

12798803 AU100 GRIT SYSTEM CANOPY ROOF PLAN & SECTIONS

12798804 AU500 EXISTING POLYMER BUILDING ARCHITECTURAL PLAN MODIFICATIONS

12798805 AU800 SLUDGE DEWATERING BUILDING ARCHITECTURAL IMPROVEMENTS

12798806 I000 AUTOMATION LEGEND

12798807 I100 HEADWORKS, PRIMARY CLARIFIER, & INFLUENT PUMP STATION

12798808 I101 INFLUENT PUMP STATION AND SLUDGE PUMP STATION

12798809 I200 EQUALIZATION & CTF

12798810 I201 BATCH TREATMENT & SLUDGE CONTAINMENT PUMP STATION

12798811 I300 UPFLOW CLARIFIERS, POLYMER FEED, & FINAL EFFLUENT

12798812 I400 SLUDGE PROCESSING

12798813 I500 CHEMICAL STORAGE

12798814 E001 LEGEND & GENERAL NOTES

12798815 E002 OVERALL SITE PLAN

12798816 E003 PARTIAL SITE PLAN - AREA NO.1

12798817 E004 PARTIAL SITE PLAN - AREA NO.2

12798818 E005 PARTIAL SITE PLAN - AREA NO.3

12798819 E006 PARTIAL SITE PLAN - AREA NO.4

DOCUMENT 00 01 15 Page 5

12798820 E007 OVERALL SINGLE LINE DIAGRAM

12798821 E100 FIRST FLOOR PLAN - DEMOLITION

12798822 E101 FIRST FLOOR POWER PLAN

12798823 E102 FIRST FLOOR LIGHTING PLAN

12798824 E103 SWBD-IWTP SINGLE LINE DIAGRAM & ELEVATION

12798825 E104 MCC-IWTP SINGLE LINE DIAGRAM

12798826 E105 MCC-IWTP SINGLE LINE DIAGRAM & ELEVATION

12798827 E106 RISER DIAGRAMS & PANEL SCHEDULES

12798828 E107 CONTROL ONE-LINE DIAGRAM

12798829 E108 ELEMENTARY CONTROL SCHEMATICS

12798830 E109 ELEMENTARY CONTROL SCHEMATICS

12798831 E110 ELEMENTARY CONTROL SCHEMATICS

12798832 E111 ELEMENTARY CONTROL SCHEMATICS

12798833 E112 CONDUIT & WIRE SCHEDULES

12798834 E113 CONDUIT & WIRE SCHEDULES

12798835 E150 GRIT SYSTEM PLAN

12798836 E151 PRIMARY CLARIFIERS PLAN

12798837 E152 PRIMARY EFFLUENT PUMP STATION PLAN

12798838 E200 PLAN

12798839 E300 PLAN - DEMOLITION

12798840 E301 POWER PLAN

12798841 E302 LIGHTING PLAN

12798842 E303 MCC-CTF SINGLE LINE DIAGRAM

12798843 E304 MCC-CTF SINGLE LINE DIAGRAM & ELEVATION

12798844 E305 RISER DIAGRAMS & PANEL SCHEDULES

12798845 E306 CONTROL ONE-LINE DIAGRAM

12798846 E307 ELEMENTARY CONTROL SCHEMATICS

DOCUMENT 00 01 15 Page 6

12798847 E308 ELEMENTARY CONTROL SCHEMATICS

12798848 E309 CONDUIT & WIRE SCHEDULES

12798849 E310 CONDUIT & WIRE SCHEDULES

12798850 E400 PLAN

12798851 E500 PLAN - DEMOLITION

12798852 E501 POWER PLAN

12798853 E502 LIGHTING PLAN

12798854 E503 RISER DIAGRAMS & PANEL SCHEDULES

12798855 E504 CONTROL ONE-LINE DIAGRAM

12798856 E505 CONDUIT & WIRE SCHEDULES

12798857 E600 EFFLUENT FLUME & OIL-WATER SEPARATOR PLANS

12798858 E700 PLAN

12798859 E800 PLAN - DEMOLITION

12798860 E801 POWER PLAN

12798861 E802 LIGHTING PLAN

12798862 E803 RISER DIAGRAMS & PANEL SCHEDULES

12798863 E804 CONTROL ONE-LINE DIAGRAM

12798864 E805 CONDUIT & WIRE SCHEDULES

12798865 E900 DETAILS - SHEET NO.1

12798866 E901 DETAILS - SHEET NO.2

1.3 SUPPLEMENTARY DRAWINGS

These supplementary drawings may not be a part of the contract but are included with the drawings for information.

1.3.1 Reference Drawings

The following reference drawings are intended only to show the original construction. Drawings are the property of the Government and shall not be used for any purpose other than that intended by the contract.

DOCUMENT 00 01 15 Page 7

NAVFAC DWG NO. TITLE

4236900-4237427 UPGRADE WASTEWATER TREATMENT PLANTS, CHERRY POINT, NORTH

CAROLINA, BY DAVIS & FLOYD, INC., DATED 11/01/1991

4050894-4050905;

4050942-4050944

INDUSTRIAL WASTE COLLECTION AND TREATMENT FACILITIES, MARINE

CORPS AIR STATION, CHERRY POINT, NORTH CAROLINA, BY MOORE,

GARDNER & ASSOCIATES, INC., DATED 01/21/1983

12714529-12714535 PROJECT #6392771 VPP -INSTALL FALL PROTECTION FOR CTF TANKS AT

IWTP BUILDING 4380

-- End of Document --

DOCUMENT 00 01 15 Page 8

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel

Health And Safety Plan

The Contractor shall develop and submit a project-specific Health and Safety Plan (HS&P) for review and approval by the Environmental Protection Agency and the State of North Carolina prior to any work occurring in areas designated to be within the boundaries of an established Operable Unit (OU). The review process generally requires 60 calendar days from receipt of an approved plan. The HS&P shall be submitted to the Contracting Officer who will forward it to the appropriate review authorities. The HS&P shall contain and/or address as a minimum the following elements:

1. General Project Scope and Description.

2. Anticipated impacts to soil and/or groundwater.

3. Protocol for minimizing exposure to potential contaminated materials including, but not limited to:

a. Training

b. Work Area Precautions

c. Personnel Safety and Health Precautions

d. Chemical Hazard Communications Program

The Contractor shall submit seven (7) draft copies of the HS&P to the Contracting Officer for review. Written comments will be provided and shall be incorporated into the HS&P. The Contractor shall submit seven (7) copies of the final HS&P.

1.2 SPECIAL SCHEDULING REQUIREMENTS

The sequence of work necessary to successfully perform work and satisfy requirements of the Construction Documents is the responsibility of the Contractor. Information provided under this paragraph is provided as guidance to assist the Contractor in execution of work in a manner to minimize disruption to the IWTP operations. At least 15 days prior to sequencing or executing work that is in a manner contrary to what is described in this section, the Contractor shall provide the Contracting Officer a detailed written request for approval of such change.

SECTION 01 14 00 Page 1

For Waste Handling See Paragraph 1.7 RCRA Waste Handling below and Specification section 01 57 00.

1.2.1 Demolition

All electrical and mechanical systems shall be demolished prior to starting demolition of the related structures. Structures shall not be demolished until adequate protection has been provided to nearby structures and/or equipment. Coordinate with all disciplines and Contracting Officer to insure critical electrical and mechanical systems are not interrupted during demolition that are necessary for achieving continuous compliance with the facility NPDES permit. Sludge that is accumulated in the primary clarifiers, influent pump station, equalization basins, and upflow clarifiers shall be transferred from the respective tank to the sludge holding tank for dewatering.

1.2.2 Tote Containment Sump and Sampler (Headworks Area)

Contractor shall relocate the existing unit as coordinated and directed by the Contracting Officer and remain in service until the new in ground concrete containment sump is constructed. The sump shall be relocated in the area near the grit classifier dumpster and temporary piping provided for diverting contents of totes to the headworks. The grit classifier and roof structure may be demolished first and have stone placed in this area to provide an even surface for the sump. The Contractor may propose an alternate location for the temporary containment sump to the Contracting Officer. The location of the containment sump will need to be easily accessible by fork truck for the offloading of chemical totes.

Sampler shall be relocated to provide for uninterrupted operation while containment sump is being constructed.

1.2.3 Primary Clarifiers

At least two (2) primary clarifiers must remain in service at all times during construction unless stated otherwise in this specification section.

All three (3) primary clarifiers shall remain in operation when the new sludge dewatering system or sludge tank is being constructed. While the new sludge storage tank is being erected, scum pumps shall be turned off and the scum allowed to accumulate in the scum pump wetwell. In the event the scum wetwell fills before the new sludge tank is erected and placed in service, the Contractor shall remove and transport the scum to the MCAS CP WWTP and discharge the scum directly downstream of the grit chamber effluent flume. Prior to the new primary clarifier tank internals being installed, the new sludge storage tank shall be constructed and placed into service. During the construction period, sludge wasting pumps will be turned off and sludge will be allowed to accumulate in the primary clarifiers. The primary clarifiers will be able to store sludge for approximately 30 days. If additional time is required or the clarifier effluent quality becomes undesirable, the Contractor shall seal off the influent to one (1) of the three primary clarifiers, decant excess water down to the existing sludge blanket, divert sludge from the other two clarifiers to the existing sludge wasting wetwell, and pump out sludge from this wetwell to the dedicated primary clarifier being used for sludge storage. This is estimated to extend run time until the new sludge tank is serviceable and sludge can be pumped out by Contracting Officer to the new tank. Sludge can be drained from the other two primary clarifiers through

SECTION 01 14 00 Page 2 the effluent sludge gate valves to the simplex sludge pump station. If for any reason additional time is needed to erect the sludge tank, the contractor shall provide a temporary tank (1000 gallon minimum) and temporary piping to divert waste sludge from the exiting simplex pump station to this tank from which a temporary line shall be routed and connected to the suction end of the existing sludge pump that feeds the belt press. This temporary system shall be continuously manned by the contractor during the period when the Contracting officer is operating the existing dewatering system. The belt press must be in operation during this period and cannot be taken out of service until the sludge storage tank is erected and placed into service.

1.2.4 Influent Pump Station

During the period of installation for the new submersible influent pump station pumps, the contractor will be responsible for providing three temporary pumps capable of pumping 400 gpm at 55' TDH to the equalization basin. Two pumps shall be installed to pump effluent from the end of two

(2) clarifers to the equalization tanks via temporary connection the existing pump station forcemain. The third pump shall remain in standby.

Contractor shall provide a temporary suction manifold for each pump comprising of a 6 foot long 10" diameter pipe with ten (10) 3 inch orifices oriented at the top (facing up) of the manifold and evenly spaced. The manifold shall be placed 6" below the pump off level control which shall be set at one (1) foot maximum below the invert of the effluent launders weir. This manifold shall be installed between the two effluent launders. The temporary pumps shall be responsible for pumping the water from the downstream end of the primary clarifier to the equalization basin, thus bypassing the influent pump station. The effluent lines from the primary clarifier effluent weirs to the pump station shall be plugged during this time. The Contractor shall provide automatic start/stop level controls for the temporary pumps via float switches or level sensors. Water levels in the clarifiers shall periodically be raised to allow accumulated scum to be removed and diverted to the scum wetwell.

The influent pump station shall be filled with non-potable water for testing and startup, prior to sending flow from the primary clarifiers.

The contractor shall notify the Contracting Officer in writing 48 hours in advance requesting to place the influent pump station back online and removing the plug from the primary clarifier effluent weirs.

1.2.5 Equalization Basins

Each equalization basin must be taken out of service to perform installation of the tripod railing system in the tank for the floating mixer. One (1) tank must remain in service at all times. Both equalization basins must remain in service while the continuous treatment system is being rehabilitated.

1.2.6 Continuous Treatment Facility

Prior to bid submission, the contractor shall visit the CTF facility and fully inspect all existing conditions that will potentially interfere with the demolition of existing fiberglass tanks or erection of new tanks.

Contractor shall include in bid all necessary work including but not limited to temporary disassembly of building or treatment process systems, perform building modifications (i.e. installation of a new role up door), and provide temporary structural supports and rigging as necessary to successfully demolish the existing fiberglass tanks and reinstall new.

When taking the continuous treatment facility offline, the Contractor

SECTION 01 14 00 Page 3 shall notify the Contracting Officer ten (10) days in advance to allow for communication and coordination between the IWTP and the manufacturing facility. Also prior to taking the continuous treatment facility offline, the new pH meters shall be installed in the equalization basins, new pH paced caustic pumps and related feed piping for automatic pH adjustment in the equalization basin, and the new CTF bypass line with a new magnetic flow meter, rate-of-flow control valve and new alum injection location must all be installed and be operational. The Contractor must notify the Contracting Officer 24 hours in advance to switching flow to the new bypass line and taking the continuous treatment facility out of operation.

For installation of the new bypass piping, the Contractor will have 24 hours to connect the new piping to the existing piping and place the forcemain back in service. During the shutdown time, at least one equalization basin shall be empty, and have all influent flow diverted to

it. This event shall not occur during periods of high flow or high production at the manufacturing facility. The Contractor and Contracting Officer shall obtain permission of the lead Operator before diverting flow to the Equalization Basin. Once the continuous treatment facility is taken out of service, the Contractor will have 60 days to complete all work in this building and have it back in service. During this time, the Government will treat all contaminated wastewaters via the batch treatment process. The upflow clarifiers shall remain in continuous operation and treat all wastewater being discharged from this facility.

1.2.7 Bulk Chemical Storage Area

There shall always be a bulk chemical storage tank for aluminum sulfate in operation. The sulfuric acid and aluminum sulfate tanks shall be replaced while the continuous treatment facility is out of service and being renovated. Continuous sulfuric acid addition must be available to the batch treatment system while the continuous treatment facility is out of service. While the continuous treatment facility is out of service, the sulfuric acid tank shall be removed and 30% sulfuric acid shall be fed from storage totes (approximately 350 gallons). Totes and sulfuric acid are provided by the government. The Contractor shall provide temporary piping for the connection of the totes to the existing batch system feed pumps. A tote will provide a minimum of 10 days of storage. The new aluminum sulfate tank must be installed and placed into service prior to demolition of the current aluminum sulfate tank. The Contractor must notify the Contracting Officer 48 hours prior to taking the current tank out of service. The switch over between the two (2) tanks must be completed while the CTF facility is out of service. During this time, flow shall be stored in the equalization basin.

1.2.8 Effluent Parshall Flume

The current effluent flume and meter must remain in service until the construction of the new flume structure, effluent gravity piping and the flume and meter is complete.

1.2.9 Upflow Clarifiers

Notify Contracting officer 7 days prior to making connections from the new flume to the effluent manhole and the upflow clarifiers. Levels in the equalization basins will be lowered to allow for a 24 hour interruption of flow through the upflow clarifiers. During this time connect the new flume to the effluent manhole and connect piping adjacent clarifier #1 to

SECTION 01 14 00 Page 4 enable clarifiers #1 and #2 to be placed in service. If additional time is needed to make connections to clarifiers #3 and #4, the contractor shall allow four (4) days prior to making this connection to give the Contracting Officer sufficient time to draw the content of the equalization basin down and provide for a second 24 hour flow diversion.

With the exception for this above scenario (when only two upflow clarifiers may be in service for up to four (4) days) three (3) upflow clarifiers shall remain in service at all times.

1.2.10 Sludge Storage Tank

The Contractor will be responsible for coordinating the demolition of the sludge/scum storage tanks and foundations and constructing the new sludge storage tank. While the sludge storage tank is out of service, sludge shall be stored in the primary clarifiers. The scum pumps should be taken out of service. If the scum wetwell fills prior to completing work the contractor shall pump out and transport scum to the MCAS CP WWTP for disposal (Ref parag. 1.2.3 above). During this time, a belt filter press should be operable for dewatering. This can be by the current belt filter press, the new press that is to be installed, or a portable press. The new sludge storage tank shall be erected and placed into service prior to the demolition of the belt filter press. A submittal should be given to the Contracting Officer for review of a portable press if the Contractor chooses this method for dewatering.

1.2.11 Belt Filter Press

The current belt filter press will be demolished and the new press will go in its place. The Contractor will have 60 days to complete the demolition of this press and installation of the new press. If the contractor needs additional time to complete the installation and start up the new press, a portable dewatering system shall be provided and operated to process sludge from the sludge storage tank. The new sludge storage tank shall be operational before starting work. If the contractor chooses to work within the confines of the specified 60 day period without employing portable dewatering equipment, at least 3 week prior to starting work, notify the contracting officer. Upon receiving notification the contracting officer will make arrangements to insure all sludge is removed from the clarifiers and all contents of the sludge storage tank is dewatered and disposed of. During the 60 day period, sludge will be wasted to the new sludge tank. Once this tank fills the primary clarifier sludge wasting pumps will be turned off and the sludge allowed to accumulate in the clarifiers. As the sludge blanket increases and the effluent from the primary clarifier begins to deteriorate. The contractor shall isolate one of the primary clarifiers as described in paragraph 1.2.3, decant it and pump sludge diverted to the waste pump wetwell to this clarifier for storage. At the contractor's discretion, one of the secondary upflow clarifiers may also be isolated and utilized in a similar manner to store sludge; however for this tank, the contractor shall be responsible for pumping the stored sludge from this clarifier back to the digester tank once the new belt press dewatering system is operational.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

DBIDS has gone live at MCAS Cherry Point. In order to reduce wait time when exchanging your RapidGate credential, it is highly recommended each applicant pre-register at https://dbids-global.dmdc.mil/enroll#!/

Non-DoD cardholding visitors to Marine Corps Installations with a driver's

SECTION 01 14 00 Page 5 license or ID issued by a state that is not compliant with the Real ID Act of 2005 will now need to provide an alternate form of acceptable identification to gain entry, or be escorted by an authorized patron of the air station.

North Carolina now issues REAL ID compliant drivers licenses, but many drivers have yet to be issued the new license. Drivers may get a North Carolina REAL ID driver's license at any NCDMV driver's license office.

The Act established minimum security standards for license issuance and production and prohibits Federal agencies from accepting driver's licenses and identification cards from states not meeting the Act's minimum standards.

In absence of a compliant state issued driver's license or ID, one of the following federally approved forms of identification must also be provided in addition to the non-compliant driver's license or ID:

1. U.S. Passport

2. U.S. Passport Card

3. U.S. Coast Guard Merchant Mariner Card

4. Personal Identity Verification (PIV) Card

5. Personal Identity Verification - Interoperable (PIV-I)

6. U.S. State Department Driver's License

7. Veteran's Health Identification Card (Issued by the U.S. Department of Veterans Affairs)

8. U.S. Permanent Resident Card (Form I-551)

9. U.S. Certificate of Naturalization or Certificate of Citizenship (Form N-550)

10. Department of Homeland Security Employment Authorization Document (Form I-766)

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1.3.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.3.1.2 Installation Access

Obtain access to Navy installations through participation in the Defense Biometrics Identification System (DBIDS). Requirements for Contractor employee registration, and transition for employees currently under Navy Commercial Access Control System (NCACS), are available at https://www.cnic.navy.mil/om/dbids.html . No fees are associated with obtaining a DBIDS credential.

Participation in the DBIDS is not mandatory, and Contractor personnel may apply for One-Day Passes at the Base Visitor Control Office to access an

SECTION 01 14 00 Page 6 installation.

1.3.1.2.1 Registration for DBIDS

Registration for DBIDS is available at https://www.cnic.navy.mil/om/dbids.html . Procedure includes:

a. Present a letter or official award document (i.e. DD Form 1155 or SF 1442) from the Contracting Officer, that provides the purpose for access, to the base Visitor Control Center representative.

b. Present valid identification, such as a passport or Real ID Act-compliant state driver's license.

c. Provide completed SECNAV FORM 5512/1 to the base Visitor Control Center representative to obtain a background check. This form is available for download at https://www.cnic.navy.mil/om/dbids.html .

d. Upon successful completion of the background check, the Government will complete the DBIDS enrollment process, which includes Contractor employee photo, finger prints, base restriction and several other assessments.

e. Upon successful completion of the enrollment process, the Contractor employee will be issued a DBIDS credential, and will be allowed to proceed to worksite.

1.3.1.2.2 DBIDS Eligibility Requirements

Throughout the length of the contract, the Contractor employee must continue to meet background screen standards. Periodic background screenings are conducted to verify continued DBIDS participation and installation access privileges. DBIDS access privileges will be immediately suspended or revoked if at any time a Contractor employee becomes ineligible.

An adjudication process may be initiated when a background screen failure results in disqualification from participation in the DBIDS, and Contractor employee does not agree with the reason for disqualification.

The Government is the final authority.

1.3.1.2.3 DBIDS Notification Requirements

a. Immediately report instances of lost or stolen badges to the Contracting Officer.

b. Immediately collect DBIDS credentials and notify the Contracting Officer in writing under the following circumstances:

(1) An employee has departed the company without having properly returned or surrendered their DBIDS credentials.

(2) There is a reasonable basis to conclude that an employee, or former employee, might pose a risk, compromise, or threat to the safety or security of the Installation or anyone therein.

1.3.1.2.4 One-Day Passes

Personnel applying for One-Day passes at the Base Visitor Control Office

SECTION 01 14 00 Page 7 are subject to daily mandatory vehicle inspection, and will have limited access to the installation. The Government is not responsible for any cost or lost time associated with obtaining daily passes or added vehicle inspections incurred by non-participants in the DBIDS.

1.3.1.3 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.3.2 Working Hours

Regular working hours must consist of an 8 1/2 hour period, between 7:00 a.m. and 3:30 p.m., Monday through Friday, excluding Government holidays.

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.4 SECURITY REQUIREMENTS

1.4.1 Station Regulations

No employee or representative of the contractor will be admitted to the work site without an Identification Badge or is specifically authorized admittance to the work site by the FEAD, Facilities Engineering & Acquisition Division.

IMPORTANT NOTE: FEAD personnel (Construction Managers, Engineers/Architects, Engineering Technicians, Contract Specialists, or Contract Surveillance Representatives) will not receive, process, re-transmit or otherwise handle IN ANY WAY Personally Identifiable Information (PII) related to the badging process. Do NOT forward any of this information to the FEAD.

1.4.2 Contractor Access to MCAS Cherry Point and Outlying Areas

1. Documentation requirements for granting access to MCAS Cherry Point for commercial and contract employers and employees. This document is an aid in meeting ASO 5560.6A requirements and is not a substitute for the order.

2. The Pass & Identification Office at Building 251 will issue credentials to authorized contractors. Sub-Contractors and suppliers must coordinate through the Prime-Contractor:

SECTION 01 14 00 Page 8

3. Criminal Activity. In accordance with ASO 5560.6A, the below list of criminal activities within an applicant's record are considered not in the best interest of the Marine Corps and will be grounds for automatic denial of access aboard the Installation:

a. Conviction of any felony offense.

b. Conviction of any misdemeanor offense, which was the result of a plea bargain of a felony offense.

c. Conviction of any offense involving a weapon.

d. Conviction of any drug offense involving manufacturing or trafficking.

e. More than one misdemeanor conviction of drug related offenses over the applicant's lifetime or one misdemeanor drug related offense within the last five years.

f. Conviction of any assault charge.

g. Conviction of any offense involving theft or larceny.

h. Conviction of any offense of domestic violence.

i. Conviction of any offense related to the abuse/neglect of a child.

j. Conviction of any sexual in nature related offense or registration as a sex offender.

k. Commission of any grievous criminal offense/misconduct while aboard any Federal installation, including blatant disregard for rules and regulations of the Installation, but excluding minor traffic offenses.

l. Other than Honorable, Bad Conduct, and Dishonorable discharges from the U.S. Military.

m. Those identified as undocumented citizens.

n. Those on the National Terrorist Watch List.

o. Any individual who attempts to hide or purposely fails to disclose all past criminal history during the vetting process.

p. Any individual that the Provost Marshal's Office determines to present a risk to the security and safety of the Installation and whose access is deemed not in the best interest of the Marine Corps.

q. Any individual who has been debarred from the Installation by the Installation Commander or is currently listed as debarred from any other Federal installation.

r. Any individual with an outstanding warrant for their arrest or apprehension.

s. Any individual with a pending criminal court case that, if

SECTION 01 14 00 Page 9 convicted, would result in access denial in accordance with the criteria listed above.

1.4.3 Staging Area

As indicated on the plans, the Contractor staging area will be coordinated with the Contracting Officer. Amount of material on site shall be kept to a minimum and shall only be material that is pertinent to the work currently being performed. All stockpiling of equipment and materials shall be closely coordinated with the Government and shall not disrupt activities at the site.

1.5 Work in Operable Unit Areas

Prior to construction, Contractor shall submit a health and safety plan for approval in accordance with paragraph 1.2.

1.7 RCRA Waste Handling

RCRA Subtitle C applies depending upon types of wastes generated. The type and scope of this project indicate a *very high risk* for Hazardous Waste generation. Special areas of concern / focus for RCRA should be as follows:

a. Management of wastes generated by removal of any conveyances / pipes that formerly transported wastes to the IWTP.

b. Disposition of all light bulbs, batteries, or mercury-containing equipment (MCE) in structures to be demolished. These items must be removed prior to demolition action, classified per RCRA 40CFR Part273, and managed per RCRA disposal requirements.

c. Residues or wastes generated by cleaning or replacing equipment, tanks, or equipment.

d. Filter press wastes.

e. Scum / sludge tank wastes.

f. Management of contractor Haz-mat and any waste streams containing Haz-mat components.

g. All IDW wastes for any soil sampling.

h. Existing HM/HW in storage at locations to be demolished, and management of HM / HW.

Contractor shall coordinate disposal with Contracting Officer and Environmental Affairs Department. See specification 01 57 19 Temporary Environmental Controls.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 14 00 Page 10

SECTION 22 13 29

SANITARY SEWERAGE PUMPS

02/11

PART 1 GENERAL

1.1 REFERENCES

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

AMERICAN BEARING MANUFACTURERS ASSOCIATION (ABMA)

ABMA 11 (2014) Load Ratings and Fatigue Life for Roller Bearings

ABMA 9 (2015) Load Ratings and Fatigue Life for Ball Bearings

ASME INTERNATIONAL (ASME)

ASME B40.100 (2013) Pressure Gauges and Gauge Attachments

ASTM INTERNATIONAL (ASTM)

ASTM A153/A153M (2016) Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

NEMA ICS 1 (2000; R 2015) Standard for Industrial Control and Systems: General Requirements

NEMA MG 1 (2016; SUPP 2016) Motors and Generators

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2017; ERTA 1-2 2017; TIA 17-1; TIA 17-2;

TIA 17-3; TIA 17-4; TIA 17-5; TIA 17-6;

TIA 17-7; TIA 17-8; TIA 17-9; TIA 17-10;

TIA 17-11; TIA 17-12; TIA 17-13; TIA

17-14) National Electrical Code

1.2 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-02 Shop Drawings

Equipment Installation; G

SD-03 Product Data

SECTION 22 13 29 Page 1

Materials and Equipment Framed Instructions Spare Parts

SD-06 Test Reports

Field Testing and Adjusting Equipment

SD-10 Operation and Maintenance Data

Operating and Maintenance Manuals; G

1.3 DELIVERY, STORAGE, AND HANDLING

Protect from the weather, excessive humidity and excessive temperature variation; and dirt, dust, or other contaminants all equipment delivered and placed in storage.

1.4 EXTRA MATERIALS

Submit spare parts data for each different item of material and equipment specified, after approval of the related submittals, and not later than 3 months prior to the date of beneficial occupancy. Include in the data a complete list of parts and supplies, with current unit prices and source of supply

PART 2 PRODUCTS

2.1 MATERIALS AND EQUIPMENT

Provide materials and equipment which are the standard products of a manufacturer regularly engaged in the manufacture of such products and that essentially duplicate items that have been in satisfactory use for at least 2 years prior to bid opening. Equipment shall be supported by a service organization that is, in the opinion of the Contracting Officer, reasonably convenient to the site. Pump casings shall be constructed of cast iron of uniform quality and free from blow holes, porosity, hard spots, shrinkage defects, cracks, and other injurious defects. Impellers shall be cast iron .

2.1.1 Nameplates

Provide each major item of equipment with the manufacturer's name, address, type or style, model or serial number, and catalog number on a plate secured to the item of equipment.

2.1.2 Equipment Guards

Enclose or guard belts, pulleys, chains, gears, projecting setscrews, keys, and other rotating parts so located that any person may come in close proximity thereto.

2.1.3 Special Tools

Provide one set of special tools, calibration devices, and instruments required for operation, calibration, and maintenance of the equipment.

SECTION 22 13 29 Page 2

2.1.4 Electric Motors

Motors shall conform to NEMA MG 1.

2.1.5 Motor Controls

Controls shall conform to NEMA ICS 1 .

2.1.6 Bolts, Nuts, Anchors, and Washers

Bolts, nuts, anchors, and washers shall be steel; galvanized in accordance with ASTM A153/A153M .

2.1.7 Pressure Gauges

Compound gauges shall be provided on the suction side of pumps and standard pressure gauges on the discharge side of pumps. Gauges shall comply with ASME B40.100 . Gauge ranges shall be as appropriate for the particular installation.

2.2 INFLUENT PUMP STATION SUBMERSIBLE PUMPS PUMPS

Submersible centrifugal pumps shall be centrifugal type pumps designed to pump solids up to 3 inches in diameter and shall be capable of withstanding submergence as required for the particular installation.

2.2.1 Pump Characteristics

The three submersible pumps located in the influent pump station shall have the following operating characteristics:

Design Operating Point Influent Pump Station

494 gpm flow, 53.7 feet head, 70 percent efficiency

Oil Water Separator Pump Station

414 gpm, 58.8 feet head, 70% efficiency

Impeller Type Single Vane Impeller (Closed)

Operating Speed 1750 rpm

Depth of Submergence 2 feet

Electrical Characteristics 460 volts ac, 3 phase, 60 Hz

Horsepower Non overloading over the entire operating curve.

Size Within rated load driving pump at specified rpm

SECTION 22 13 29 Page 3

Pump Control Hand, Off, and Automatic

2.2.2 Pump Casing

The casing shall be capable of withstanding operating pressures 50 percent greater than the maximum operating pressures. The volute shall have smooth passages which provide unobstructed flow through the pump.

2.2.3 Mating Surfaces

Mating surfaces where watertight seal is required, including seal between discharge connection elbow and pump, shall be machined and fitted with nitrile rubber O-rings. Fitting shall be such that sealing is accomplished by metal-to-metal contact between mating surfaces, resulting in proper compression of the O-rings without the requirement of specific torque limits.

2.2.4 Coatings

Exterior surfaces of the casing in contact with sewage shall be protected by a sewage resistant coal tar epoxy coating. All exposed nuts and bolts shall be stainless steel.

2.2.5 Impeller

The impeller shall be of the single shrouded non-clogging design to minimize clogging of solids, fibrous materials, heavy sludge, or other materials found in sewage. The impeller shall be statically, dynamically, and hydraulically balanced within the operating range and to the first critical speed at 150 percent of the maximum operating speed. The impeller shall be securely keyed to the shaft with a locking arrangement whereby the impeller cannot be loosened by torque from either forward or reverse direction.

2.2.6 Wearing Rings

Wearing rings, when required, shall be renewable type and shall be provided on the impeller and casing and shall have wearing surfaces normal to the axis of rotation. Material for wear rings shall be standard of pump manufacturer. Wearing rings shall be designed for ease of maintenance and shall be adequately secured to prevent rotation.

2.2.7 Pump Shaft

The pump shaft shall be of high grade alloy steel and shall be of adequate size and strength to transmit the full driver horsepower with a liberal safety factor.

2.2.8 Seals

A tandem mechanical shaft seal system running in an oil bath shall be provided. Seals shall be held in contact by its own spring system.

Conventional mechanical seals which require a constant pressure differential to effect sealing will not be allowed.

2.2.9 Bearings

Pump bearings shall be ball or roller type designed to handle all thrust

SECTION 22 13 29 Page 4 loads in either direction. Pumps depending only on hydraulic balance end thrust will not be acceptable. Bearings shall have an ABEMA L-10 life of 50,000 hours minimum, as specified in ABMA 9 or ABMA 11.

2.2.10 Motor

The pump motor shall have Class F insulation, NEMA B design, in accordance with NEMA MG 1, and shall be watertight. The motor shall be either oil filled, air filled with a water jacket, or air filled with cooling fins which encircles the stator housing.

2.2.11 Power Cable

The power cable shall comply with NFPA 70 , Type SO, and shall be of standard construction for submersible pump applications. The power cable shall enter the pump through a heavy duty entry assembly provided with an internal grommet assembly to prevent leakage. The cable entry junction chamber and motor shall be separated by a stator lead sealing gland or terminal board which shall isolate the motor interior from foreign material gaining access through the pump top. Epoxies, silicones, or other secondary sealing systems are not acceptable.

2.2.12 Installation Systems

2.2.12.1 Rail Mounted Systems

Rail mounted installation systems shall consist of guide rails, a sliding bracket, and a discharge connection elbow. Guide rails shall be stainless steel andof the size and type standard with the manufacturer and shall not support any portion of the weight of the pump. The sliding guide bracket shall be an integral part of the pump unit. The discharge connection elbow shall be permanently installed in the wet well along with the discharge piping. The pump shall be automatically connected to the discharge connection elbow when lowered into place and shall be easily removed for inspection and service without entering the pump well. All hardware shall be stainless steel.

2.2.12.2 Bolt Down Systems

The pump mount system shall include a base designed to support the weight of the pump. The base shall be capable of withstanding all stresses imposed upon it by vibration, shock, and direct and eccentric loads.

2.2.12.3 Lifting Chain

Influent pumps shall be provided with an oversize bail to allow for capture and removal via an overhead stainless steel chain hoist equipped with a clevis hook. The OWS pump station shall be provided with a stainless pedistal mounted hoist with grab hook. Provide stainless steel chain connected to pump, and deadman chain with grab hook as shown on the drawings. All hoists, chains and related hardware shall have a rated working capacity that is greater than the pump weight.

2.2.13 Pump Control

2.2.13.1 Influent Pump Station

Control of the influent pump station will be conducted by the PLC as described in section 409500. The control panel for the influent pumps will

SECTION 22 13 29 Page 5 be located in B1005 at the MCC. If thermal protection alarm indicates a thermal overload condition for the active pump, the active pump shall be stopped and locked-out and the control panel shall generate a "Pump Failure" alarm locally and remotely via external telemetry. If moisture seal protection alarm indicates a high moisture condition, the pumps shall be stopped and the control panel shall generate a "Pump Failure" alarm locally and remotely via external telemetry.

2.2.13.2 Oil Water Separator Pump Station Control

Control of the Oil Water Separator Pump Station will be done by the control panel in B1005 at the MCC. Control strategies will be as described in section 409500.

2.3 Primary Clarifier Scum Pump Station Submersible Pumps

2.3.1 Pump Characteristics

The three submersible pumps located in the influent pump station shall have the following operating characteristics:

Design Operating Point Primary Clarifier Scum Pump Station Pumps

200 gpm flow, 52 feet head, 70 percent efficiency

Impeller Type Solid Impeller

Operating Speed 1750 rpm

Depth of Submergence 2 feet

Electrical Characteristics 460 volts ac, 3 phase, 60 Hz

Size 7.4 HP

Pump Control Hand, Off, and Automatic

2.3.2 Pump Casing

The casing shall be capable of withstanding operating pressures 50 percent greater than the maximum operating pressures. The volute shall have smooth passages which provide unobstructed flow through the pump. Pump shall be provided with an oversized bail to allow for easy capture and removal via an overhead hoist equipped with an open clevis hook.

SECTION 22 13 29 Page 6

2.3.3 Mating Surfaces

Mating surfaces where watertight seal is required, including seal between discharge connection elbow and pump, shall be machined and fitted with nitrile rubber O-rings. Fitting shall be such that sealing is accomplished by metal-to-metal contact between mating surfaces, resulting in proper compression of the O-rings without the requirement of specific torque limits.

2.3.4 Coatings

Exterior surfaces of the casing in contact with sewage shall be protected by a sewage resistant coal tar epoxy coating. All exposed nuts and bolts shall be stainless steel.

2.3.5 Impeller

The impeller shall be of the single shrouded non-clogging design to minimize clogging of solids, fibrous materials, heavy sludge, or other materials found in sewage. The impeller shall be statically, dynamically, and hydraulically balanced within the operating range and to the first critical speed at 150 percent of the maximum operating speed. The impeller shall be securely keyed to the shaft with a locking arrangement whereby the impeller cannot be loosened by torque from either forward or reverse direction.

2.3.6 Wearing Rings

Wearing rings, when required, shall be renewable type and shall be provided on the impeller and casing and shall have wearing surfaces normal to the axis of rotation. Material for wear rings shall be standard of pump manufacturer. Wearing rings shall be designed for ease of maintenance and shall be adequately secured to prevent rotation.

2.3.7 Pump Shaft

The pump shaft shall be of high grade alloy steel and shall be of adequate size and strength to transmit the full driver horsepower with a liberal safety factor.

2.3.8 Seals

A tandem mechanical shaft seal system running in an oil bath shall be provided. Seals shall be held in contact by its own spring system.

Conventional mechanical seals which require a constant pressure differential to effect sealing will not be allowed.

2.3.9 Bearings

Pump bearings shall be ball or roller type designed to handle all thrust loads in either direction. Pumps depending only on hydraulic balance end thrust will not be acceptable. Bearings shall have an ABEMA L-10 life of 50,000 hours minimum, as specified in ABMA 9 or ABMA 11.

2.3.10 Motor

The pump motor shall have Class F insulation, NEMA B design, in accordance…