47QFAA21Q0055 - BLM Water - Request for Quote - Post Closing Amendment 01.pdf

Project Title: Northwest Oregon Water Testing and Wastewater Treatment / Bureau of Land Management Project #: 47QFAA21K0025

RFQ #: 47QFAA21Q0055

REQUEST FOR QUOTE (RFQ)

RFQ #: 47QFAA21Q0055

Northwest Oregon Water Testing and Wastewater Treatment in support of:

Northwest Oregon Region Bureau of Land Management

Located in Lane County, OR

Conducted under Federal Acquisition Regulation (FAR)

Parts 12 & 13

Issued to:

All Small Businesses

Applicable NAICS:

221310 – Water Supply and

Irrigation Systems

Issued by:

General Services Administration (GSA)

Federal Acquisition Service (FAS) Office of Professional Services and Human Capital Categories (PSHC)

400 15th Ave SW Auburn, WA 98001

8/13/2021 9/14/2021 (Post-Closing Amendment 01)

Project #: 47QFAA21K0025

RFQ #: 47QFAA21Q0055

Table of Contents

SECTION B: SUPPLIES OR SERVICES AND PRICES/COSTS 6

B.1 GENERAL 6

B.2 ORDER TYPES 6

B.3 SERVICES AND PRICES/COSTS 6

SERVICES AND PRICE SCHEDULE 6

SECTION C: DESCRIPTION / SPECIFICATIONS / PERFORMANCE WORK

STATEMENT (PWS) 13

C.1 OBJECTIVE/SCOPE 13

C.1.1 DEFINITIONS 13

C.2 TASKS 14

C.2.1 TASK 1 – Wastewater Treatment Operations and Maintenance 14

C.2.1.1 Site Visits 19 C.2.1.2 Site Visit Inspection Form 19 C.2.1.3 Wastewater Testing and Operating Parameters 20 C.2.1.4 Influent Testing 21 C.2.1.5 - Effluent Discharge and Monitoring 21 C.2.1.6 Effluent Testing 23 C.2.1.7 Sludge Disposal 23 C.2.1.8 Soil Moisture 24 C.2.1.9 Discharge Monthly Report 24 C.2.1.10 Annual Reporting 24 C.2.1.11 Preventative Maintenance 25 C.2.1.12 – Influent Pumps 25 C.2.1.13 – Aerated Lagoon 26 C.2.1.14 – Effluent Pump Station 26 C.2.1.15 – Chlorine Contact Chamber. 27 C.2.1.16 - Forested Disposal Site 27 C.2.1.17 - Maintenance Recommendation Form 27 C.2.1.18 Alarm Response 28 C.2.1.19 Optional Item –Influent Pump Repair Replacement (Base Period Only) 28 C.2.1.20 Optional Item – Effluent Pump Repair Replacement (Base Year Only) 28 C.2.1.21 Optional Item – pH Meter Replacement 28 C.2.1.22 Optional Item – Flow Meter Replacement 28 C.2.1.23 Optional Item – Aerator Blower Repair Replacement 29 C.2.1.24 Optional Item – SCADA System Maintenance 29

C.2.2 TASK 2 – Water Testing 29 Water Systems: 29

Project #: 47QFAA21K0025

RFQ #: 47QFAA21Q0055

Optional Water Systems: 30 C.2.2.1 Water System Sampling and Testing 31

Optional Water Systems 33 C.2.2.2 Submittals 33

C.2.3 Deliverables 34

SECTION D - PACKAGING AND MARKING 37

SECTION E: INSPECTION AND ACCEPTANCE 38

E.1 PLACE OF INSPECTION AND ACCEPTANCE 38

E.2 SCOPE OF INSPECTION 38

E.3 BASIS OF ACCEPTANCE 38

E.4 WRITTEN ACCEPTANCE/REJECTION BY THE GOVERNMENT 38

SECTION F: DELIVERIES OR PERFORMANCE 39

F.1 PERIOD OF PERFORMANCE 39

F.2 PLACE OF PERFORMANCE / DELIVERY 39

F.3 WORK HOURS 40

F.5 HOURS OF OPERATION 41

F.6 DELIVERY SCHEDULE 41

F.7 DELIVERABLES MEDIA 44

F.8 PLACE(S) OF DELIVERY 44

F.9 NOTICE REGARDING LATE DELIVERY 44

SECTION G: CONTRACT ADMINISTRATION DATA 45

G.1 CONTRACTING OFFICER’S REPRESENTATIVE (COR) 45

G.2 CONTRACT ADMINISTRATION 45

G.3 INVOICE SUBMISSION & PAYMENT 45

SECTION H: SPECIAL CONTRACT REQUIREMENTS 47

H.1 GOVERNMENT-FURNISHED PROPERTY AND INFORMATION 47

H.2 CONTRACTOR FURNISHED PROPERTY AND SERVICES 47

H.3 SECURITY REQUIREMENTS 48

H.3.1.1 Access To Government Buildings And Standards Of Conduct 48 H.3.1.2 Personnel Security 48 H.3.1.3 Standards of Conduct 48 H.3.1.4 Neglect of Duties 48 H.3.1.5 Intoxicants and Narcotics 48

H.4 SAFETY HEALTH AND ENVIRONMENTAL MANAGEMENT (SHEM) 48

H.5 CONTRACTOR IDENTIFICATION 49

H.6 CONTRACTOR PERFORMANCE ASSESSMENT REPORTING SYSTEM (CPARS)

Project #: 47QFAA21K0025

RFQ #: 47QFAA21Q0055

H.7 PERFORMANCE REQUIREMENTS SUMMARY (PRS) AND QUALITY

ASSURANCE SURVEILLANCE PLAN (QASP) 49

H.8 KICKOFF MEETING 65

SECTION I: CONTRACT CLAUSES 66

I.1 FAR 52.252-2, CLAUSES INCORPORATED BY REFERENCE (FEB 1998) 66

I.2 CLAUSES INCORPORATED BY FULL TEXT 67

FAR 52.212-5, Contract Terms and Conditions Required To Implement Statutes or Executive Orders—Commercial Items (Jul 2021) 67

SECTION J: LIST OF ATTACHMENTS 74

SECTION K: REPRESENTATIONS, CERTIFICATIONS, AND OTHER OF

OFFERORS OR RESPONDENTS 75

K.1 FAR 52.252-1, SOLICITATION PROVISIONS INCORPORATED BY REFERENCE

(FEB 1998) 75

K.2 PROVISIONS INCORPORATED BY FULL TEXT 75

FAR 52.204-24, Representation Regarding Certain Telecommunications and Video Surveillance Services or Equipment (Oct 2020) 75

SECTION L: INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS OR

RESPONDENTS 79

L.1 FAR 52.252-1, SOLICITATION PROVISIONS INCORPORATED BY REFERENCE

(FEB 1998) 79

L.2 SOLICITATION PROVISIONS INCORPORATED BY FULL TEXT 79

L.3 GENERAL INSTRUCTIONS 79

L.4 SUBMISSION OF QUESTIONS 80

L.5 GENERAL INFORMATION 80

L.6 SUBMISSION OF QUOTE 80

***THE DUE DATE FOR THE SUBMISSION OF THE QUOTE IS 9:00 AM PT

(PACIFIC TIME) ON 9/7/2021*** 80

L.6.1 PART I – PRICING 81

L.6.2 PART II – TECHNICAL 81

L.7 QUOTE CONTENTS 81

L.7.1 PART I – PRICING 81

L.7.2 PART II – TECHNICAL 82

SECTION M: EVALUATION FACTORS FOR AWARD 85

M.1 52.252-1 SOLICITATION PROVISIONS INCORPORATED BY REFERENCE (FEB

1998) 85

M.2 METHOD OF AWARD 85

M.3 PRICE PACKAGE EVALUATION 86

M.4 TECHNICAL PACKAGE EVALUATION 86

Project #: 47QFAA21K0025

RFQ #: 47QFAA21Q0055

Comparative Evaluations 86 Confidence Ratings 87

M.5 TECHNICAL EVALUATION FACTORS 87

M.5.1 FACTOR 1: STAFFING 87

M.5.2 FACTOR 2: TECHNICAL APPROACH & MANAGEMENT / QUALITY

CONTROL 87

M.5.3 FACTOR 3: RELEVANT CORPORATE EXPERIENCE 87

M.6 EXCHANGES WITH BEST-SUITED CONTRACTOR 87

Project #: 47QFAA21K0025

RFQ #: 47QFAA21Q0055

SECTION B: SUPPLIES OR SERVICES AND PRICES/COSTS

B.1 GENERAL

The work shall be performed in accordance with all sections of this purchase order.

B.2 ORDER TYPES

The contractor shall perform the effort required by this purchase order utilizing a Firm-Fixed Price (FFP) contract type for all Contract Line Item Numbers (CLINs).

B.3 SERVICES AND PRICES/COSTS

To calculate the “total price” for each of the FFP CLINs identified in the Services and Price Schedule, multiply the proposed unit price by the quantity of units identified for that item.

Optional Line Items (CLINs X003-X023) will be exercised in accordance with clause 52.217-7 - Option for Increased Quantity-Separately Priced Line Item. Optional Quantities (CLINs X003, X004, and X008) will be exercised in accordance with clause 52.217-6 - Option for Increased Quantity.

SERVICES AND PRICE SCHEDULE

***** BASE PERIOD *****

BASE PERIOD - POP Months 1-12

FFP

CLIN Task Description Units

Unit of Issue

Unit Price

Total Price

0001 Task 1

Operations and Maintenance of the Shotgun Creek Recreation Park 0.012MGD WasteWater Treatment Plant. 12 Months $ $

0002 Task 2 Water Testing 12 Months $ $

Optional CLINS

FFP

CLIN Task Description Units

Unit of Issue

Unit Price

Total Price

0003 Task 1 Influent Pump Repair Replacement 2 EA $ $

0004 Task 1 Effluent Pump Repair Replacement 2 EA $ $

0005 Task 1 pH Meter Replacement 1 EA $ $

0006 Task 1 Flow Meter Replacement 1 EA $ $

0007 Task 1 Aerator Blower Repair Replacement 1 EA $ $

0008 Task 1 SCADA System Maintenance 4 EA $ $

0009 Task 2 Re-tests Treated water Total & Fecal /E.Coli presence/absence 16 EA $ $

Project #: 47QFAA21K0025

RFQ #: 47QFAA21Q0055

0010 Task 2 Re-Test Residual Chlorine 5 EA $ $

0011 Task 2 Re-Test Raw water Total & Fecal /E.Coli presence/absence 5 EA $ $

0012 Task 2 Re-Test Nitrate/Nitrite 5 EA $ $

0013 Task 2 Re-Test Arsenic 5 EA $ $

0014 Task 2 Re-Test Lead/Copper 5 EA $ $

0015 Task 2 Re-Test Sodium 5 EA $ $

0016 Task 2 Re-Test Total Dissolved Solids 5 EA $ $

0017 Task 2 Re-Test Iron 5 EA $ $

0018 Task 2 Re-Test Service Call - Any Site 5 EA $ $

CLIN 0001-0018 SUBTOTAL: $____________________

***** OPTION PERIOD ONE *****

OPTION PERIOD 1 - POP Months 13-24

FFP

CLIN Task Description Units

Unit of Issue

Unit Price

Total Price

1001 Task 1

Operations and Maintenance of the Shotgun Creek Recreation Park 0.012MGD WasteWater Treatment Plant. 12 Months $ $

1002 Task 2 Water Testing 12 Months $ $

Optional CLINS

FFP

CLIN Task Description Units

Unit of Issue

Unit Price

Total Price

1003 Task 1 Influent/ Pump Repair 2 EA $ $

1004 Task 1 Effluent Pump Repair 2 EA $ $

1003 Task 1 pH Meter Replacement 1 EA $ $

1004 Task 1 Flow Meter Replacement 1 EA $ $

1005 Task 1 Aerator Blower Repair Replacement 1 EA $ $

1006 Task 1 SCADA System Maintenance 4 EA $ $

1007 Task 2 Re-tests Treated water Total & Fecal /E.Coli presence/absence 16 EA $ $

1008 Task 2 Re-Test Residual Chlorine 5 EA $ $

Project #: 47QFAA21K0025

RFQ #: 47QFAA21Q0055

1009 Task 2 Re-Test Raw water Total & Fecal /E.Coli presence/absence 5 EA $ $

1010 Task 2 Re-Test Nitrate/Nitrite 5 EA $ $

1011 Task 2 Re-Test Arsenic 5 EA $ $

1012 Task 2 Re-Test Lead/Copper 5 EA $ $

1013 Task 2 Re-Test Sodium 5 EA $ $

1014 Task 2 Re-Test Total Dissolved Solids 5 EA $ $

1015 Task 2 Re-Test Iron 5 EA $ $

1016 Task 2 Re-Test Service Call - Any Site 5 EA $ $

1017 Task 2 Water Testing Optional Site: Elkhorn Valley Recreation Site 6 7 Months $ $

1018 Task 2 Water Testing Optional Site: Canyon Creek Recreation Site 6 7 Months $ $

1019 Task 2 Water Testing Optional Site: Fisherman’s Bend Campground 12 Months $ $

1020 Task 2 Water Testing Optional Site: Elkbend Recreation Site 6 7 Months $ $

1021 Task 2 Water Testing Optional Site: Sharps Creek Recreation Site 6 7 Months $ $

CLIN 1001 - 1023 1021 SUBTOTAL:________________

***** OPTION PERIOD TWO *****

OPTION PERIOD 2 - POP Months 25-36

FFP

CLIN Task Description Units

Unit of Issue

Unit Price

Total Price

2001 Task 1

Operations and Maintenance of the Shotgun Creek Recreation Park 0.012MGD WasteWater Treatment Plant. 12 Months $ $

2002 Task 2 Water Testing 12 Months $ $

Optional CLINS

FFP

CLIN Task Description Units

Unit of Issue

Unit Price

Total Price

2003 Task 1 Influent Pump Repair 2 EA $ $

Project #: 47QFAA21K0025

RFQ #: 47QFAA21Q0055

2004 Task 1 Effluent Pump Repair 2 EA $ $

2003 Task 1 pH Meter Replacement 1 EA $ $

2004 Task 1 Flow Meter Replacement 1 EA $ $

2005 Task 1 Aerator Blower Repair Replacement 1 EA $ $

2006 Task 1 SCADA System Maintenance 4 EA $ $

2007 Task 2 Re-tests Treated water Total & Fecal /E.Coli presence/absence 16 EA $ $

2008 Task 2 Re-Test Residual Chlorine 5 EA $ $

2009 Task 2 Re-Test Raw water Total & Fecal /E.Coli presence/absence 5 EA $ $

2010 Task 2 Re-Test Nitrate/Nitrite 5 EA $ $

2011 Task 2 Re-Test Arsenic 5 EA $ $

2012 Task 2 Re-Test Lead/Copper 5 EA $ $

2013 Task 2 Re-Test Sodium 5 EA $ $

2014 Task 2 Re-Test Total Dissolved Solids 5 EA $ $

2015 Task 2 Re-Test Iron 5 EA $ $

2016 Task 2 Re-Test Service Call - Any Site 5 EA $ $

2017 Task 2 Water Testing Optional Site: Elkhorn Valley Recreation Site 6 7 Months $ $

2018 Task 2 Water Testing Optional Site: Canyon Creek Recreation Site 6 7 Months $ $

2019 Task 2 Water Testing Optional Site: Fisherman’s Bend Campground 12 Months $ $

2020 Task 2 Water Testing Optional Site: Elkbend Recreation Site 6 7 Months $ $

2021 Task 2 Water Testing Optional Site: Sharps Creek Recreation Site 6 7 Months $ $

CLIN 2001 - 2023 2021 SUBTOTAL: ____________________

***** OPTION PERIOD THREE *****

OPTION PERIOD 3 - POP Months 37-48

FFP Task Description Units Unit of Unit Total

Project #: 47QFAA21K0025

RFQ #: 47QFAA21Q0055

CLIN Issue Price Price

3001 Task 1

Operations and Maintenance of the Shotgun Creek Recreation Park 0.012MGD WasteWater Treatment Plant. 12 Months $ $

3002 Task 2 Water Testing 12 Months $ $

Optional CLINS

FFP

CLIN Task Description Units

Unit of Issue

Unit Price

Total Price

3003 Task 1 Influent Pump Repair 2 EA $ $

3004 Task 1 Effluent Pump Repair 2 EA $ $

3003 Task 1 pH Meter Replacement 1 EA $ $

3004 Task 1 Flow Meter Replacement 1 EA $ $

3005 Task 1 Aerator Blower Repair Replacement 1 EA $ $

3006 Task 1 SCADA System Maintenance 4 EA $ $

3007 Task 2 Re-tests Treated water Total & Fecal /E.Coli presence/absence 16 EA $ $

3008 Task 2 Re-Test Residual Chlorine 5 EA $ $

3009 Task 2 Re-Test Raw water Total & Fecal /E.Coli presence/absence 5 EA $ $

3010 Task 2 Re-Test Nitrate/Nitrite 5 EA $ $

3011 Task 2 Re-Test Arsenic 5 EA $ $

3012 Task 2 Re-Test Lead/Copper 5 EA $ $

3013 Task 2 Re-Test Sodium 5 EA $ $

3014 Task 2 Re-Test Total Dissolved Solids 5 EA $ $

3015 Task 2 Re-Test Iron 5 EA $ $

3016 Task 2 Re-Test Service Call - Any Site 5 EA $ $

3017 Task 2 Water Testing Optional Site: Elkhorn Valley Recreation Site 6 7 Months $ $

3018 Task 2 Water Testing Optional Site: Canyon Creek Recreation Site 6 7 Months $ $

3019 Task 2 Water Testing Optional Site: Fisherman’s Bend Campground 12 Months $ $

3020 Task 2 Water Testing Optional Site: Elkbend Recreation Site 6 7 Months $ $

3021 Task 2 Water Testing Optional Site: Sharps Creek 6 7 Months $ $

Project #: 47QFAA21K0025

RFQ #: 47QFAA21Q0055

Recreation Site

CLIN 3001 - 3023 3021 SUBTOTAL: ____________________

***** OPTION PERIOD FOUR *****

OPTION PERIOD 4 - POP Months 49-60

FFP

CLIN Task Description Units

Unit of Issue

Unit Price

Total Price

4001 Task 1

Operations and Maintenance of the Shotgun Creek Recreation Park 0.012MGD WasteWater Treatment Plant. 12 Months $ $

4002 Task 2 Water Testing 12 Months $ $

Optional CLINS

FFP

CLIN Task Description Units

Unit of Issue

Unit Price

Total Price

4003 Task 1 Influent Pump Repair 2 EA $ $

4004 Task 1 Effluent Pump Repair 2 EA $ $

4003 Task 1 pH Meter Replacement 1 EA $ $

4004 Task 1 Flow Meter Replacement 1 EA $ $

4005 Task 1 Aerator Blower Repair Replacement 1 EA $ $

4006 Task 1 SCADA System Maintenance 4 EA $ $

4007 Task 2 Re-tests Treated water Total & Fecal /E.Coli presence/absence 16 EA $ $

4008 Task 2 Re-Test Residual Chlorine 5 EA $ $

4009 Task 2 Re-Test Raw water Total & Fecal /E.Coli presence/absence 5 EA $ $

4010 Task 2 Re-Test Nitrate/Nitrite 5 EA $ $

4011 Task 2 Re-Test Arsenic 5 EA $ $

4012 Task 2 Re-Test Lead/Copper 5 EA $ $

4013 Task 2 Re-Test Sodium 5 EA $ $

4014 Task 2 Re-Test Total Dissolved Solids 5 EA $ $

4015 Task 2 Re-Test Iron 5 EA $ $

4016 Task 2 Re-Test Service Call - Any Site 5 EA $ $

Project #: 47QFAA21K0025

RFQ #: 47QFAA21Q0055

4017 Task 2 Water Testing Optional Site: Elkhorn Valley Recreation Site 6 7 Months $ $

4018 Task 2 Water Testing Optional Site: Canyon Creek Recreation Site 6 7 Months $ $

4019 Task 2 Water Testing Optional Site: Fisherman’s Bend Campground 12 Months $ $

4020 Task 2 Water Testing Optional Site: Elkbend Recreation Site 6 7 Months $ $

4021 Task 2 Water Testing Optional Site: Sharps Creek Recreation Site 6 7 Months $ $

CLIN 4001 - 4023 4021 SUBTOTAL: $____________________

TOTAL PROPOSED PRICE (Including Base and All Option Periods)

Project #: 47QFAA21K0025

RFQ #: 47QFAA21Q0055

SECTION C: DESCRIPTION / SPECIFICATIONS / PERFORMANCE WORK

STATEMENT (PWS)

C.1 OBJECTIVE/SCOPE

The Bureau of Land Management (BLM), Northwest Oregon (NWO) district, is seeking a qualified contractor to carry out the Operation & Maintenance of a Level 1 domestic sewage collection and treatment system and to perform potable water testing at 14 locations in NWO.

Task 1 contains the Shotgun Creek Recreation Site Wastewater Treatment System Operation and Maintenance requirements. Under Task 1, the contractor shall carry out the operation, maintenance, labor, wastewater treatment chemicals, tools, wastewater treatment testing kits/equipment, administrative, all associated management support functions, and monitoring requirements of a small Level 1 domestic sewage collection and treatment system. The system consists of an influent wet well, influent pumping station, 72,190 gallon concrete aerobic clarifier lagoon, effluent pumping station, chlorine contact chamber and land application of recycled wastewater with a spray irrigation outfall field. The treatment facility receives domestic waste from Shotgun Creek BLM Recreation site, one host residence, and an administration building. Operation, maintenance, and monitoring shall be done to assure continuous compliance with the conditions of the Water Pollution Control Facilities Permit number 101895.

Operation and maintenance services shall be in compliance with all current permits, approved Recycled Water Use Plans (RWUP), Oregon Department of Environmental Quality (ODEQ) standards, and the Environmental Protection Agency (EPA) standards.

Task 2 contains the Administrative and Recreation Sites Water and Wastewater Potable Water System Testing requirements. Under Task 2, the contractor shall regularly collect samples and test potable drinking water at 14 water systems located throughout the NWO district. Testing services shall be provided to BLM in compliance with all requirements of Oregon Health Authority (OHA) and ODEQ.

C.1.1 DEFINITIONS

USDOI – United Stated Department of Interior BLM – Bureau of Land Management NOW – Northwest Oregon District RWUP – Recycled Water Use Plan WPCF – Water Pollution Control Facilities Permit O&M’s – Operation and Maintenance’s Manual ODEQ – Oregon Department of Environmental Quality EPA – Environmental Protection Agency CO – Contracting Officer COR – Contracting Officer’s Representative AWWA Standards - American Water Works Association ANSI Standards – American National Standards Institute SDS Regulations – Safety Data Sheet Regulations ASTM International – American Society for Testing and Materials NFPA Codes – National Fire Protection Association UL Standards Underwriter Laboratories IEEE Standards – Institute of Electrical and Electronics Engineers Standards Association

Project #: 47QFAA21K0025

RFQ #: 47QFAA21Q0055

NEMA Standards – National Electrical Manufacturers Association OSHA Standards – Occupational Safety and Health Administration BOD 5 – Five-day Biochemical Oxygen Demand TSS – Total Suspended Solids FC – Fecal Coliform Bacteria NH,-N – Ammonia Nitrogen NO,-N – Nitrate Nitrogen NOrN – Nitrite Nitrogen TKN – Total Kjeldahl Nitrogen DO – Dissolved Oxygen Cl – Chloride TN – Total Nitrogen Bacteria – Includes but is not limited to fecal coliform bacteria, total coliform bacteria, and E. Coli bacterial mg/l - Milligrams per liter Ug/l – Micrograms per liter kg – Kilograms GPD – Gallons per day MGD – Million gallons per day Grab samples – An individual discrete sample collected over a period of time not to exceed 15 minutes Composite sample – Combination of samples collected, generally at equal intervals over a 24-hour period and based on either time or flow Week – A calendar week of Sunday through Saturday Month – Calendar month Quarter – January through March, April through June, July through September, or October through December.

C.2 TASKS

There are two tasks associated with this requirement.

C.2.1 TASK 1 – Wastewater Treatment Operations and Maintenance The purpose of this task is to define the requirements for the operational requirements and the preventive maintenance of the wastewater collection system located at the Shotgun Creek Recreation Site. All work shall be executed in accordance with this section, approved wastewater treatment plant practices, and shall be compliant with all applicable local and federal safety, equipment and building codes and standards.

The intent of this task is as follows: Wastewater Treatment Plant Operations and Maintenance; operation of wastewater treatment plant, monitor plant operations, verify local operating procedures within the manufacturer's guidelines, provide preventative maintenance on the varying elements of the wastewater treatment plant, and familiarize operators on wastewater treatment plant operations and regulations.

The contractor shall provide both the required maintenance parts and necessary products and services to perform the required system maintenance and report the results. The wastewater

Project #: 47QFAA21K0025

RFQ #: 47QFAA21Q0055

treatment system service contract shall clean and preserve the wastewater treatment plant and plant discharge effluent conveyance system. The contractor shall also establish a cost-effective wastewater treatment program to meet all effluent discharge goals with cost-effective, safe, and environmentally acceptable processes. The contractor shall furnish all labor, equipment, materials, transportation, and incidentals necessary to perform required services under this contract. The Government will provide access to the system.

The wastewater treatment service contract includes but is not limited to combinations of physical methods, chemical methods, equipment servicing and testing to control wastewater-related issues such as flow control, blower maintenance & operation, air diffuser operation and adjustment, activated sludge aeration (Dissolved Oxygen), clarifier cleaning and operation, weir cleaning and adjustment, air-lift pumps operation and adjustment, filtration cleaning and operation (if applicable), disinfection control, effluent testing and adjustment. All work shall comply with the requirements described in the following, as a minimum:

AWWA Standards - American Water Works Association ANSI Standards – American National Standards Institute SDS Regulations – Safety Data Sheet Regulations ASTM International – American Society for Testing and Materials NFPA Codes – National Fire Protection Association UL Standards - Underwriter Laboratories IEEE Standards – Institute of Electrical and Electronics Engineers Standards Association NEMA Standards – National Electrical Manufacturers Association OSHA Standards – Occupational Safety and Health Administration All manufacturer O&M and installation instructions/requirements

Facilities Description The USDOI - BLM operates a domestic, sanitary wastewater treatment system that uses chlorine disinfection and land application at the Shotgun Creek Recreation Site. The Recreation Site is 260 acres in size of which approximately 35 acres have been developed.

The Shotgun Creek Recreation Site is a day use site that is open between May 1 and October

31. The facility has low winter flows to the treatment plant with intermittent winter land application.

The wastewater treatment system collects sewage from two centrally located rest rooms, a caretaker’s home, and an administration building that has a maintenance facility (See Figure 1).

Project #: 47QFAA21K0025

RFQ #: 47QFAA21Q0055

Wastewater Facilities Description The treatment facilities consist of a collection system and a treatment system. The collection system has a single influent lift station which collects all sewage from the Creek and pumps it to the treatment system. The treatment system consists of a 72,190-gallon circular concrete aerated basin, a chlorine contact tank for disinfection, an effluent pump station and a land application site for recycled wastewater (See Figure 2). The facility has a SCADA system that is tied to the influent and effluent magnetic flow meters. The facility has a back-up power generator. Temperature, pH, and chlorine residual are tests performed at this facility.

The wastewater treatment is a plug flow aerated lagoon type system. Sewage enters the influent pump station where pH and flow are measured and then flows to the aerated basin.

Flows from the aeration basin pass through a chlorine contact basin where chlorine is injected. After 60 minutes of detention in a metal contact chamber, chlorinated effluent is pumped to the land application site.

The disinfected effluent is then irrigated on the land application site in the forest. Irrigation in the summer months is accomplished through 21 micro-spray sprinkler heads distributed over the two-acre irrigation site which is divided into two zones. There are one, two, or three irrigation cycles of treated wastewater applied per day that are approximately 550 gallons each.

Project #: 47QFAA21K0025

RFQ #: 47QFAA21Q0055

Operations The contractor shall be responsible for the operations of the wastewater treatment system in compliance with the existing wastewater permit 101895 and RWUP. A copy of the permit is attached as Section J, Attachment B; copy of the RWUP is attached as Section J, Attachment C; a copy of the Shotgun Creek Emergency Response Plan is attached as Section J, Attachment D; and a copy of the Shotgun Creek Site and Disposal Area Layout is attached as Section J, Attachment E.

The contractor shall have the wastewater system supervised by one or more operators who are certified in a classification and grade level equal to or greater than Level 1. A "supervisor" is defined as the person exercising authority for establishing and executing the specific practice and procedures of operating the system in accordance with the policies of the permittee and requirements of the waste discharge permit. "Supervise" means responsible for the technical operation of a system, which may affect its performance, or the quality of the effluent produced. Supervisors are not required to be on-site at all times. The wastewater

Project #: 47QFAA21K0025

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system may not be without supervision for more than 30 days. During this period, and at any time that the supervisor is not available to respond on-site (i.e., vacation, sick leave or off-call), the contractor shall make available another person who is certified in the proper classification and at grade level 1 or higher.

At all times the contractor shall maintain in good working order and properly operate as efficiently as possible all treatment or control facilities, or systems installed or used to comply with the terms and conditions of this PWS.

At all times the contractor shall operate all facilities and/or systems as efficiently as possible in a manner that will prevent discharges, health hazards, and nuisance conditions.

No recycled water may be released by the contractor to another entity.

The contractor shall dispose of all screenings, grit, and sludge in a manner approved by ODEQ to prevent any pollutant from the materials from reaching waters of the state, creating a public health hazard, or causing a nuisance condition.

The contractor shall not be permitted to bypass untreated waste, except where unavoidable to prevent loss of life, personal injury, or severe property damage.

If the contractor is unable to comply with conditions of this contract and the permit because of surfacing sewage; a breakdown of equipment, facilities or systems; an accident caused by human error or negligence; or any other cause such as an act of nature, the contractor shall:

● Immediately take action to stop, contain, and clean up the unauthorized discharges and correct the problem.

● Immediately notify the CO, and COR.

● Immediately notify the ODEQ Regional office so that an investigation can be made to evaluate the impact and the corrective actions taken, and to determine any additional action that shall be taken.

● Within five days of the time the contractor becomes aware of the circumstances, the contractor shall submit to ODEQ and the CO a detailed written report describing the breakdown, the actual quantity and quality of waste discharged, corrective action taken, steps taken to prevent a recurrence, and any other pertinent information.

The contractor shall notify ODEQ, CO, and COR within 24 hours if it is determined that the treated effluent is being used in a manner not in compliance with OAR 340-055. The contractor shall report the incident of noncompliance to the Oregon Emergency Response System (Telephone Number 1-800-452-0311). It shall also send a report to ODEQ no later than five days after the incident that details the circumstances, possible cause(s), and remedies. A copy of this report shall also be sent to the CO and COR on the same day the report is sent to ODEQ.

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RFQ #: 47QFAA21Q0055

Compliance with these requirements does not relieve the contractor from responsibility to maintain continuous compliance with the conditions of the permit or liability for failure to comply.

The following is a list of work items which shall define what work is included and how they shall be measured. Any work item not mentioned shall be considered incidental.

C.2.1.1 Site Visits The contractor shall be responsible for conducting a minimum of two site visits per week and completing the above mentioned Site Visit Inspection form. The site visit shall include but is not limited to:

● Walking sewer lines looking for leaks or overflow and noting the location on a site plan.

● Verifying and recording basin depth and determining when next irrigation will be performed based on weather, and historical data.

● Checking chlorine batch tank levels and ensuring it is adequately filled.

● Reviewing SCADA system for alarms and checking that it is recording required data such as: daily influent flow rates.

● Switching pumps in use if needed.

● Walking evaporation field checking for broken sprinkler heads.

● Checking evaporation field fence for breaks.

● Calibrate equipment at a minimum annually.

● Collecting all needed influent tests.

● Submit all samples for appropriate testing per the approved ODEQ permit. The testing shall be conducted by an approved testing laboratory and following the approved EPA and/or ASTM methods per the ODEQ permit.

C.2.1.2 Site Visit Inspection Form For each of the years of the contract period, the contractor shall develop and submit for approval a Site Visit Inspection Form. The form shall be titled “Shotgun WWTP Site Visit Inspection Form For 20XX” with the XX being changed to reflect the correct year. Site Form shall include a header with page number; total number of pages; date submitted; and submitted by shown as “Page X of X”; “Date Submitted” and “Submitted By” on each page.

The last page shall include a “Received by “and “Date” line for the COR signature. The contractor shall be responsible for keeping COR Signed and received date copies in a logbook available for the COR review within two hours upon request. A draft copy shall be provided to the COR for their review within thirty days of the issuance of this contract. For optional years the contractor shall update the form and submit to the COR for approval by January 31st of each following year. The COR shall have 10 days to review and comment on the proposed form. The contractor shall make any edits required and submit the updated form for approval within five days of receiving the COR comments.

Project #: 47QFAA21K0025

RFQ #: 47QFAA21Q0055

C.2.1.3 Wastewater Testing and Operating Parameters The analytical and sampling methods used shall conform to the current version of 40 CFR

136. Multiple editions of Standard Methods for the Examination of Water and Wastewater are currently approved for most methods; however, 40 CFR Part 136 should be checked to ascertain if a particular method is approved for a particular analyte.

Daily:

1. Total Influent Flow – Check SCADA and record reading of total influent flow for each day.

2. Total Effluent Flow - Check SCADA and record reading of total effluent flow for each day.

3. Chlorine Residual – Check and record chlorine residual at the contact chamber sampling spigot.

Weekly:

1. Total Coliform – Take sample at the effluent sampling spigot. The testing shall conform to Standard Method 9223B total coliform / E coli count per approved ODEQ permit requirements.

Bi-Weekly:

1. Influent pH level – Check SCADA and record reading of pH level.

2. Effluent pH level - Check SCADA and record reading of pH level.

Monthly:

1. Biological Oxygen Demand (BODS) Limit: BOD = 30 mg/L

The summer mass limits for biochemical oxygen demand (BOD5) and suspended solids (TSS) are based on the design average dry weather flow (ADWF) of 0.20 MGD and the monthly average BOD5 and TSS concentration limits of 20 mg/L.

The winter mass limits for biochemical oxygen demand (BOD5) and suspended solids (TSS) are based on the design average dry weather flow (ADWF) of 0.20 MGD and the monthly average BOD5 and TSS concentration limits of 30 mg/L.

2. Dissolved Oxygen (DO) Goal: DO = 1.0 – 2.0 mg/L

Turn blowers off and wait 5 – 10 minutes. Take sample from aeration basin and test immediately after sampling. If over the course of several tests during the two-day maintenance visit, the DO is consistently too low, increase the amount of time that blowers are running. If the DO is consistently too high, decrease the amount of time that blowers are running. The wastewater treatment plant contractor will decrease/increase blower run times by small intervals not to exceed 15-minute increments.

3. Chemical Oxygen Demand (COD) Limit = 50 mg/L

Project #: 47QFAA21K0025

RFQ #: 47QFAA21Q0055

The wastewater treatment plant contractor will sample the plant effluent for Chemical Oxygen Demand (COD). If the COD significantly exceeds the goal, the cleanliness of the plant and the effectiveness of the treatment system will be checked and corrected by the contractor.

4. Total Suspended Solids (TSS) Limit = 30 mg/L

The wastewater treatment plant contractor will sample the plant effluent for Total Suspended Solids.

5. Quantity Irrigated (in/acre) – Check flow meter and record the gallons per day of effluent discharged in the forested irrigation area.

Annual

1. Flow Meter Calibration – This is performed annually and the procedure for calibrating the flow meter is based on the manufacturer’s guideline for the specific flow meter at the facility.

C.2.1.4 Influent Testing Samples shall be collected from the influent pump station. The following schedule shall be followed for the testing of the influent.

● Collect and test an Influent BODS sample at a minimum Monthly.

● Collect and test an Influent TSS sample at a minimum Monthly.

● Collect and test an Influent pH sample at a minimum every two weeks.

Parameter Minimum Frequency Sample Type Influent Flow Daily Measurement Flow Meter Calibration Annual Verification Influent BODS Monthly Grab Influent TSS Monthly Grab Influent pH 2/week Grab

● Monthly sample collection (12) for Total Suspended Solids (TSS) shall be performed and shall conform to Standard Method 2540 D per approved ODEQ permit requirements.

● Monthly sample collection (12) for Biochemical Oxygen Demand (BOD) shall be performed and shall conform to Standard Method 5210 B per approved ODEQ permit requirements.

C.2.1.5 - Effluent Discharge and Monitoring Prior to Effluent Discharge the contractor shall notify the COR of the date and time that they plan to discharge. And prior to the spray irrigation the contractor shall ensure that effluent will be in contact with chlorine for a minimum of one hour.

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RFQ #: 47QFAA21Q0055

All recycled water shall be managed in accordance with the approved RWUP. No substantial changes to the RWUP shall be made without written approval of ODEQ and the CO. The contractor shall treat all effluent to Level C wastewater per the RWUP. The contractor shall be responsible for performing field spray irrigation of effluent waste according to the permit and RWUP. Effluent Irrigation shall include but is not limited to:

● Prior to irrigation the effluent is pumped into the pressurized chlorine contact chamber where effluent will be in contact with chlorine for a minimum of one hour and the contractor shall ensure this time is completed.

● The contractor shall be responsible for collecting an effluent chlorine residual manual during this process.

● The pH is automatically monitored by an inflow probe, the contractor shall be responsible for ensuring the pH meter is calibrated and sending data to the data storage unit for reporting requirements.

● During irrigation the contractor shall be responsible for monitoring the flow meter to ensure operations are occurring efficiently.

● Collect and test an Effluent BOD’s manually.

● Collect and test an Effluent TSS’s manually.

● Collect and test an Effluent Total Coliform manually.

● Record the irrigation flow.

● Record which sprinklers were used for irrigation.

● Any and all sludge removed shall be recorded in accordance with RWUP and

Permit.

The contractor shall conduct all testing in accordance with one of the approved test methods as specified in Standard Methods for the Examination of Water and Wastewater, 20th Edition.

All of the recycled water shall be distributed on land, for dissipation by evapotranspiration and controlled seepage by following sound irrigation practices to prevent:

● Prolonged ponding of treated reclaimed water on ground surface.

● Surface runoff or subsurface drainage through drainage tile.

● The creation of odors, fly, and mosquito breeding, or other nuisance conditions.

● The overloading of land with nutrients, organics, or other pollutant parameters.

● Impairment of existing or potential beneficial uses of groundwater.

The contractor shall perform irrigation as required to keep the system running in the most efficient manner possible. Irrigation activities shall be performed in conformance with the RWUP. Irrigation activities shall be permitted to be performed during one of the site visits.

Irrigation shall be performed so no discharge occurs to state waters. Prior to irrigation land application of the recycled water, it shall receive Class C treatment as defined in OAR 340-055 to reduce Total Coliform to 240 organisms per 100 mL in two consecutive samples, and a 7-day median of 23 organisms per 100 mL.

Project #: 47QFAA21K0025

RFQ #: 47QFAA21Q0055

C.2.1.6 Effluent Testing Samples shall be collected from the sample collection spigot in the forested disposal site.

The schedule below shall be followed for the testing of the effluent.

Parameter Minimum Frequency Sample Type Total Flow (MGD) Daily Measurement Flow Meter Calibration Annual Verification pH 2/Week Grab BODS Monthly Grab TSS Monthly Grab Total Coliform 1/Week Grab Chlorine Residual Daily Grab Quantity Irrigated (in/acre) Monthly Record Sprinkler sets used Daily Record Nutrients (TKN, NO2+NO3-N, NH3, Total Phosphorus, pH

Quarterly Grab - Composite

Nitrogen Loading Rate (lbs/acre-year)

When irrigating (Annually)

Calculation

● Weekly sample collection (up to a maximum of 52 as needed). The testing shall conform to Standard Method 9223B total coliform / E coli count per approved ODEQ permit requirements.

● Monthly Sample collection (12) for Total Suspended Solids (TSS) shall be performed and conform to Standard Method 2540 D per approved ODEQ permit requirements.

● Monthly sample collection (12) for Biochemical Oxygen Demand (BOD) shall be performed and shall conform to Standard Method 5210 B per approved ODEQ permit requirements.

● Quarterly Sampling (4) for Nutrients shall be performed as a composite sample.

Composite samples consist of three or more 100 mL grab samples taken early mid and late afternoon and composited on the sampling day.

C.2.1.7 Sludge Disposal The contractor shall follow the requirements for sludge disposal as outlined in the RWUP and ODEQ Permit. Records shall be kept and ODEQ and the COR shall be informed of the need for sludge disposal at least six months in advance. Sludge is measured in the aerated settling basin every six months, in June and December. Measurable sludge will be recorded in the comments section of the Discharge Monthly Report (DMR) report sent to the Oregon Department of Environmental Quality (ODEQ).

Sludge removal will be performed by a licensed local septage removal service and hauled to an approved wastewater collection and treatment facility when sludge depth reaches 10 inches or when the settling basin is drained for maintenance or repair, whichever occurs first.

Project #: 47QFAA21K0025

RFQ #: 47QFAA21Q0055

Sludge removed from the site will be measured and recorded along with its date of disposal in the comments section of the DMR report sent to the Oregon Department of Environmental Quality.

Parameter Minimum Frequency Sample Type Date hauled each occurrence record Volume hauled (gallons) each occurrence record Septage hauler each occurrence record Disposal location each occurrence record

C.2.1.8 Soil Moisture On days that the effluent flows exceed facility average daily flow of 1,200 gpd, soil moisture monitoring shall be taken once a week. Soil moisture samples shall be taken at soil depths of 0”-6” or 6”-12”. The sample depth shall be deeper if soil is wet from irrigation. Soil moisture reading may be estimated using the USDA April 1998 Estimating Soil Moisture by Feel and Appearance Method.

C.2.1.9 Discharge Monthly Report For each of the years of the contract period, the contractor shall develop and submit for approval a “Discharge Monthly Report” form. The form shall be titles “Shotgun WWTP Discharge Monthly Report For 20XX” with the XX being changed to reflect the correct year.

Discharge inspection forms shall include a header with page number; total number of pages;

date submitted; and submitted by shown as “Page X of X”; “Date Submitted” and “Submitted By” on each page. The last page shall include a “Received by “and “Date” line for the COR signature. This report shall convey test result, gallons discharged, and all other relevant information gathered during an effluent discharge. The contractor shall be responsible for keeping COR Signed and received date copies in a logbook available for the COR review within two hours upon request. A draft copy shall be provided to the COR for their review within thirty days of the issuance of this contract. The Discharge Monthly Report (DMR) shall be sent into ODEQ within the timeframe required by ODEQ. The DMR shall comply with the requirements of the approved ODEQ wastewater permit for the Shotgun Creek Recreation Site. The DMR shall include all relevant information that ODEQ requires. A Copy of the DMR shall be sent to the COR at the same time as it is sent into

ODEQ.

C.2.1.10 Annual Reporting The contractor shall submit to ODEQ by February 19 of the following year a report that describes the solids handling activities for the previous year and includes, but is not limited to, the required information in OAR 340-050-0035(6)(a)-(e).

The contractor shall submit to ODEQ no later than January 15 of the following year, a report describing the effectiveness of the recycled water system and that the system complies with

Project #: 47QFAA21K0025

RFQ #: 47QFAA21Q0055

the RWUP for the previous year. The report shall comply with the requirements in section 15 of the RWUP permit, rules of Division 55, and the limits and conditions of the WPCF permit #101895.

C.2.1.11 Preventative Maintenance The contractor shall provide all materials, supervision, labor, tools, and equipment to perform preventive maintenance. All personnel working in the vicinity shall wear and /or use appropriate safety protection while all work is performed. Any questions or injuries shall be brought to the attention of the Facility Manager and the COR immediately. Safety Data Sheets (SDS) shall be provided by the contractor for all HAZMAT materials. Copies shall be submitted to the COR for approval.

a. The maintenance tasks and procedures provided below describe the checks, tests, analysis and tasks required to perform annual, semi-annual and quarterly preventive maintenance for the wastewater collection system and treatment plant.

b. Safety & special instructions:

● Follow procedures in the RWUP for specific equipment.

● Follow site safety procedures and your supervisor’s instructions.

● Record and report any equipment damage or deficiencies.

● Record maintenance information.

● Maintenance personnel shall be trained on the health hazards of working near wastewater treatment plant operations.

● Maintenance personnel shall be trained, certified, have appropriate equipment and safety plans before and CO approval prior to confined space entry.

● Follow the manufacturer’s instructions.

● Wear proper protective equipment.

All maintenance work shall require prior approval prior to start of work unless there is imminent danger to public or environment if work is not completed and even in such cases shall the minimum be performed prior to authorization. The contractor shall develop a maintenance recommendation form and submit it for approval of the CO and COR. The form shall include at a minimum a location marker for recommended maintenance and a section for what work is to be performed.

C.2.1.12 – Influent Pumps Monthly:

1. Check with facilities and operation staff for deficiencies.

2. Check for rust and corrosion; scrape off rush, wire brush rust and corrosion areas, and spot paint as necessary.

3. Inspect the influent pumps and piping for leaks, or excessive vibrations.

4. Inspect the pumps for proper operation and flow. Clean and adjust the pumps as required.

5. Check float valves for any impairments to their functions.

6. Fill out maintenance checklist and report deficiencies.

Project #: 47QFAA21K0025

RFQ #: 47QFAA21Q0055

C.2.1.13 – Aerated Lagoon Monthly:

1. Inspect the aeration tank for evidence of leaks or corrosion.

1 Measure the dissolved oxygen in the aeration tank and adjust the blower run intervals accordingly to maintain an average of 1-2 mg/L DO.

2 Inspect the blowers for proper operation. Replace the air filters if dirty, but no less frequently than once every 6-months.

3 Visually check aeration system for even air distribution, with no dead spots.

4 Check oil level in mechanical aerator gear cases. Add or remove as necessary per manufacturer’s instructions.

5 Check oil level in blower gear cases. Add or remove as necessary per manufacturer’s instructions.

6 Check for air leaks around base and fitting of blower.

7 Check and inspect blower belts for wear and tension.

8 Check blowers at a minimum speed and listen for unusual noises.

9 Scrape walls of the lagoon tank.

10 Fill out maintenance checklist and report deficiencies.

Quarterly:

1. Inspect the aerated basin and remove any accumulated solids from the bottom if accumulated solids are greater than 10 inches in depth.

2. Clean any grease and floating solids from walls and water surface of Lagoon.

3. Fill out maintenance checklist and report deficiencies.

Semi-Annually:

1. Change blower / mechanical aerator

C.2.1.14 – Effluent Pump Station Monthly:

1. Inspect the effluent pumps and piping for leaks, or excessive vibrations.

2. Inspect the pumps for proper operation and flow. Clean and adjust the pumps as required.

3. Check chlorine supply and verify sufficient quantity on site. If the Chlorine expiration is beyond 3 months, then replace with new chlorine.

4. Fill out maintenance checklist and report deficiencies.

Annually:

1. Check unit for rust and corrosion; scrape, wire brush, and paint as required.

2. Disassemble and clean the various components of the system, such as meters and floats.

3. Inspect and clean valves and springs.

Project #: 47QFAA21K0025

RFQ #: 47QFAA21Q0055

C.2.1.15 – Chlorine Contact Chamber.

Monthly:

1. Inspect the exterior of the Chlorine contact chamber and all connected piping for leaks or corrosion.

2. Check all valves, fittings, and connections for any possible leaks.

3. Fill out maintenance checklist and report deficiencies.

Annually:

1. All tanks should be drained, inspected for scale buildup, rust, corrosion, and cleaned as necessary. Any painted surfaces should be inspected for rust and corrosion, cleaned and re-painted if necessary.

C.2.1.16 - Forested Disposal Site Monthly:

1. Check all sprinklers, valves, fittings, piping, and connections for any possible leaks.

2. Remove all fallen branches or vegetation from the area of the sprinklers and piping.

Vegetation is to be kept away a minimum of three feet from the piping and each sprinkler head.

3. Check spring activated valves for any obstruction that may cause the valves to lock open or lock closed.

4. Fill out maintenance checklist and report deficiencies.

C.2.1.17 - Maintenance Recommendation Form For each of the years of the contract period the contractor shall develop and submit for approval a “Maintenance Recommendation” form. The form shall be titled “Shotgun WWTP Weekly Maintenance Recommendation For 20XX” with the XX being changed to reflect the correct year. Maintenance Recommendation forms shall include a header with page number; total number of pages; date submitted; and submitted by shown as “Page X of X”; “Date Submitted” and “Submitted By” on each page. The last page shall include a “Received by “and “Date” line for the COR signature. This report shall convey all recommended maintenance that the contractor has identified. If no recommendations are identified, then the form shall contain a note that no maintenance is recommended at this time. The contractor shall be responsible for keeping COR Signed and received date copies in a logbook available for the COR review within two hours upon request. A draft copy shall be provided to the COR for their review within thirty days of the issuance of this contract.

For optional years, the contractor shall update the form and submit to the COR for approval by January 31st of each following year. The COR shall have 10 days to review and comment on the proposed updates. The contractor shall make any edits required and submit the updated form for approval within five days of receiving the COR comments.

This form shall then be used by the contractor for the duration of the contract to submit recommended maintenance to be performed weekly on Wednesday by noon (12:00 PT) to

Project #: 47QFAA21K0025

RFQ #: 47QFAA21Q0055

the CO and COR. “No maintenance recommended” is allowed. The CO shall approve or not approve suggested maintenance items by Friday of the following week by noon (12:00 PT) so the contractor can plan work for the following week. All products to be used in any maintenance work shall be approved by CO prior to the start of work and shall be included with recommendations.

C.2.1.18 Alarm Response The contractor shall respond to all emergency calls from the automatic dialer system within two hours. The contractor shall be allowed to perform one site visit during one of these emergency responses if they so choose but only one per week may be combined. The contractor shall notify the COR and the Facility/Site manager within one hour of receiving an emergency call. If the call is received between the hours of 22:00PM (10:00 PM) to 6:00 AM the contractor shall wait till 6:00 AM to notify the COR a second time.

C.2.1.19 Optional Item –Influent Pump Repair Replacement (Base Period Only) The contractor shall repair replace the influent pumps if they become inoperable. The influent pumps currently in use at the site are two KV Series Vertical Inline Pumps. The repair replacement is to cover the cost of providing repairs to replacing the pump in case the pump becomes inoperable. This item is for one repair replacement per contract year for the base period for each of the influent pumps.