Attachment 1 - SOW Clear Lake Sewage Pumping.pdf

STATEMENT OF WORK (SOW)

FOR

Clear Lake Sewage Pumping

FAIRCHILD AFB, WA

23 Mar 2021

1. DESCRIPTION OF WORK. The contractor shall provide sewage pumping and removal services at

Fairchild AFB Clear Lake Resort. All service must comply with federal, state, and county rules and regulations to ensure environmentally compliant handling and proper disposal of the contents of the above ground sewage tanks at Clear Lake.

1.1. STORAGE TANKS. There are two 5,000 gallon tanks that are connected by a “Y” valve located at

Clear Lake Resort (See Appendix B). Both tanks must be pumped during every service.

1.2. FINANCIALS. The contractor is responsible for providing a monthly invoice to Clear Lake Resort that, at a minimum, includes total gallons of sewage pumped, cost per gallon, per CLIN, and total amount invoiced as well as all service charge associated with the contractor’s service.

2.0. CLEANLINESS. The contractor is required to leave the work area around the tanks in a neat and orderly condition. The contractor is responsible for cleaning up any spillage and notifying Clear Lake management immediately.”

3. GOVERNMENT-FURNISHED SERVICES. None.

4. GENERAL INFORMATION.

4.1. QUALITY CONTROL. The contractor shall utilize their own internal Quality Control (QC) processes to ensure the government receives a quality product that meets all requirements of this SOW, prior to acceptance.

4.2. QUALITY ASSURANCE. The government will periodically evaluate the contractor’s performance in accordance with this Statement of Work.

4.3. HOURS OF OPERATION. Sewage pumping will normally be scheduled on every Monday and

Friday but the contractor must be able to respond within 24 hours if emergency service is required. In addition, during the peak facility usage the contractor may be required to provide service on a more frequent basis. As noted above, the contractor will have a minimum of 24 hour notice if unscheduled service is required and shall be coordinated with the government POC. Normal operating hours are 7:30

AM – 4:30 PM, excluding Federal holidays. If the contractor wants to work other than normal operating hours, approval from the Contracting Officer must be obtained via a written request (email is acceptable) submitted at least two days prior to the date the work is to occur. The following Federal Holidays are observed:

January 1 New Year’s Day

3rd Monday in January Martin Luther King, Jr. Day

3rd Monday in February President’s Day

Last Monday in May Memorial Day

July 4 Independence Day

1st Monday in September Labor Day

2nd Monday in October Columbus Day

November 11 Veterans Day

4th Thursday in November Thanksgiving Day

December 25 Christmas Day

4.4. ACCESS. The contractor will be provided a code to access the facility if after hour access is required.

4.5. PARKING: Contractor personnel shall not park in designated Reserved Parking spaces.

4.6. REGULATORY COMPLIANCE: The contractor and subcontractors shall comply with all applicable federal, state, and local laws, regulations, ordinances, policies and standards related to environmental matters. Where applicable, the contractor shall use environmentally safe products in the course of completion of their work. The contractor shall maintain, on site, Safety Data Sheets (SDS) for all chemicals used, if applicable. A copy of all SDS shall be provided to the government POC and the SDS data is subject to random checks by the government. Contractor shall maintain, and provide on demand, an inventory of materials being brought on the government facility. The contractor shall complete, and provide on demand, monthly inventories of HAZMAT used, including but not limited to: solvents, paints, degreasers, greases, Ozone Depleting Substances, and oils brought on to the government facility. If the

Contractor spills or releases any HAZMAT or other substance contained in 40 CFR 302 into the environment, the contractor shall immediately notify the CO/Government POC and appropriate emergency responders. The contractor is responsible for all costs associated with clean-up and restoration, including any applicable fines and/or penalties. The contractor shall maintain a spill plan as required by federal, state, and local laws and regulations.

4.7 CONTINUATION OF MISSION ESSENTIAL FUNCTIONS. IAW DoDI 1100.22, Policy and

Procedures for Determining Workforce Mix, and any applicable Air Force regulation/supplement, unless otherwise directed by an authorized government representative, it is determined that this requirement is determined NOT mission essential during a crisis.

4.8. DISPOSAL CHARGES. In the event the contractor incurs additional or increased dumping charges, at the municipal dumping site, the contractor will be allowed to request an equitable adjustment in the unit price per gallon on this contract. The contractor shall provide all necessary documentation detailing the change in the incurred rate. The government shall review the documentation and determine the acceptability of any and all increases.

5. ORDERING PERIOD

Ordering periods will be used to determine the per-gallon price on subsequent Task Order issued by the government to purchase services against this contract. The following is the projected ordering period break down.

Ordering Period 1 - 1 May 2021 – 30 Apr 2022

Ordering Period 2 - 1 May 2022 – 30 Apr 2023

Ordering Period 3 - 1 May 2023 – 30 Apr 2024

Ordering Period 4 - 1 May 2024 – 30 Apr 2025

Ordering Period 5 - 1 May 2025 – 30 Apr 2026

The overall performance period shall be between the period of 1 May 2021 and 30 Apr 2026.

Appendix A Workload

The government estimates approximately 88,888.88 gallons of sewage may be pumped annually.

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Z:\2019 Govt Projects\19-688.2 Clear Lake Holding Tank\DESIGN\DWG\CIVIL\Production Drawings\SITE PLAN - CLEAR LAKE (30 SCALE).dwg

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FAIRCHILD AIR FORCE BASE

DAVID KOVALCHUK, CONTRACT SPECIALIST

110 W ENT ST. STE. #200

FAIRCHILD AFB, WA

509-247-4869

DAVID.KOVALCHUK@US.AF.MIL

REFERENCE NOTES:

SAW-CUT EXISTING SEWER PIPE CONNECTIONS AND REMOVE EXISTING MANHOLE. REPLACE WITH PROPOSED

DUPLEX PUMP LIFT STATION. SEE LIFT STATION DESIGN, SHEET 3. SET LIFT STATION TANK, PUMPS AND

CONTROLS PER DESIGN DETAIL AND MANUFACTURER’S SPECIFICATIONS. CONNECT 8" DIA. SDR35 TO EXISTING

INFLOW AND OUTFLOW PIPES AND EXTEND INTO LIFT STATION TANK.

(1) 8" GATE VALVE INSTALLED ON EXISTING GRAVITY OUTFLOW PIPE, CAST IRON VALVE BOX.

540 LF OF 3” DIA. PRESSURE SEWER PIPE. 36” MIN. BURY DEPTH. SEE SANITARY SEWER NOTES #1 AND 2, THIS

SHEET FOR PIPE MATERIAL AND CONNECTIONS.

RETAIN AND PROTECT EXISTING PRESSURE SEWER LINE AT CROSSING.

(1) 3”X4” 45° ELBOW

(1) 4” TEE

(2) 4” GATE VALVES WITH CAST IRON VALVE BOX

(2) 4” 90° ELBOW

THRUST BLOCKING

(2) 5,000 GALLON SINGLE COMPARTMENT CONCRETE HOLDING TANKS. WILBERT PRECAST PRODUCT #916-5S

WITH PERMANENTLY SEALED OUTLET. SEE MANUFACTURER'S DETAIL AND HOLDING TANK SECTION DETAIL, SHEET 3.

CONSTRUCT A 6 INCH CONCRETE CURB, DOWELED TO PERIMETER OF TANKS FOR SPILL PREVENTION DURING

SEWAGE PUMPING. SEE DETAIL SHEET 3.

CONSTRUCT A 6 FOOT TALL CEDAR FENCE AROUND THE PERIMETER OF THE TANKS WITH SERVICE ACCESS

GATE. STAIN TO MATCH EXISTING WOOD STRUCTURES.

EACH TANK SHALL BE EQUIPPED WITH A MONITORING SYSTEM WITH BOTH AUDIBLE AND LIGHTED ALARMS TO

WARN OF OVERFLOW CONDITIONS. ALARM SYSTEM SHALL BE CAPABLE OF SHUTTING OFF LIFT STATION PUMPS.

SEE SHEET 3 FOR ALARM FLOAT ELEVATIONS.

CONNECT TO 200 AMP ELECTRICAL PANEL AT BOAT STORAGE BUILDING FOR HOLDING TANK AND

LIFT STATION ELECTRICAL NEEDS. SEWER FORCE MAIN AND ELECTRICAL LINES MAY BE LAID IN JOINT

TRENCH. PROVIDE ELECTRICAL SUBMETER FOR LIFT STATION. SEE ELECTRICAL PLANS, BY OTHERS.

4" THICK CONCRETE PAD FOR ELECTRICAL PANELS. INSTALL PROTECTIVE BOLLARDS AND PROVIDE 3 FT MIN.

CLEAR SPACE IN FRONT OF PANELS. SEE ELECTRICAL PLANS, SEPARATE COVER FOR DIMENSIONS.

CONTACT INFORMATION

VICINITY MAP

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PROJECT

SITE

VERDIS-TAKISAKI

COLIN MEEHAN P.E., PROJECT MANAGER

MERLE VAN HOUTEN P.E., LEED A.P., LEAD ENGINEER

601E FRONT ST. #205

COEUR D’ALENE, ID 83814

208-667-1214

CMEEHAN@VERDISNW.COM

MVANHOUTEN@VERDISNW.COM

CLEAR

LAKE

WAC

246-272B-05000

INSTALLER QUALIFICATIONS AND RESPONSIBILITIES.

THE INSTALLER SHALL:

(1) MAINTAIN A COPY OF APPROVED PLANS AND

SPECIFICATIONS ON-SITE DURING CONSTRUCTION;

(2) FOLLOW THE APPROVED PLANS AND

SPECIFICATIONS OR OBTAIN APPROVAL FROM THE

DESIGN ENGINEER PRIOR TO MAKING FIELD

CHANGES;

(3) INSTALL SEWAGE TANKS APPROVED BY THE

DEPARTMENT ACCORDING TO THE PROVISIONS OF

CHAPTER 246- 272C WAC, ON-SITE SEWAGE SYSTEM

TANKS;

(4) BE ON THE SITE AT ALL TIMES DURING THE

EXCAVATION AND CONSTRUCTION OF THE LOSS;

(5) BACKFILL AND GRADE THE SITE AFTER

CONSTRUCTION TO PREVENT SURFACE WATER

FROM ACCUMULATING OVER ANY LOSS COMPONENT.

246-272B-05100

CONSTRUCTION OVERSIGHT AND TESTING.

THE DESIGN ENGINEER OR THE ENGINEER'S AUTHORIZED

REPRESENTATIVE SHALL:

(1) CONDUCT INSPECTIONS TO:

(a) VERIFY LOSS CONSTRUCTION AND MATERIALS

CONFORM WITH APPROVED PLANS AND

SPECIFICATIONS; AND

(b) COLLECT DATA FOR THE RECORD DRAWINGS.

(2) CONDUCT OR WITNESS LOSS COMPONENT TESTING

TO VERIFY THAT ALL RESULTS FALL WITHIN

ACCEPTABLE LIMITS:

(a) WATER TIGHTNESS TESTING OF ALL TANKS UNDER

WAC 246-272B-05200; AND

(b) PRESSURE TESTING OF ALL NEW COLLECTION AND

CONVEYANCE PIPING ACCORDING TO SECTION

7-09.3 (23) OF THE LATEST EDITION OF WSDOT'S

STANDARD SPECIFICATIONS FOR ROAD BRIDGE AND

MUNICIPAL CONSTRUCTION, PIPE INSTALLATION FOR

WATER MAINS - HYDROSTATIC PRESSURE TEST.

(3) RECORD BASELINE PRESSURE AND FLOW

INFORMATION AND PROVIDE PASSING RESULTS

TO THE DEPARTMENT DURING THE FINAL

INSPECTION.

246-272B-05300

DEPARTMENT FINAL INSPECTION.

THE DEPARTMENT OF HEALTH SHALL CONDUCT A FINAL

INSPECTION.

SANITARY SEWER NOTES:

1. SEWER PRESSURE PIPE MATERIAL SHALL BE WATER CLASS

RATED DR11 (200 PSI) HDPE OR SCH 80 PVC.

2. IN ORDER TO AVOID SHEARING FORCE MAIN PIPES BECAUSE

OF DIFFERENTIAL SETTLEMENT, FLEX COUPLINGS OR PRESS

SEAL BOOTS SHOULD BE USED ON FORCE MAIN PIPES WHEN

CONNECTING TO PUMP STATION AND HOLDING TANK

STRUCTURES.

3. SEWER MAIN DEFLECTION SHALL NOT EXCEED THE MAXIMUM

ALLOWABLE PIPE JOINT DEFLECTION OR MINIMUM BENDING

RADIUS PER PIPE MANUFACTURER'S RECOMMENDATIONS.

AVOID AXIAL DEFLECTION AT JOINTS.

4. ALL WATER MAINS SHALL BE SEPARATED AT LEAST TEN FEET

HORIZONTALLY FROM SANITARY OR STORM SEWER SYSTEMS

(OUTSIDE TO OUTSIDE OF PIPE). CROSSING OF WATER

MAINS AND SEWER SYSTEMS SHALL HAVE A MINIMUM 18-INCH

VERTICAL SEPARATION. BOTH WATER AND SEWER MAINS

SHALL HAVE FULL, UNCUT LENGTHS OF PIPE CENTERED AT

THE CROSSING. ANY ANTICIPATED SEPARATION DIFFERING

FROM THE MINIMUM STANDARDS CONTAINED HEREIN, SHALL

BE APPROVED BY THE ENGINEER AND MUST CONFORM TO

THE WA DOH PIPELINE SEPARATION DESIGN AND

INSTALLATION REFERENCE GUIDE. UNDER NO

CIRCUMSTANCES SHALL SEWAGE FORCE MAINS HAVE LESS

THAN 18" OF VERTICAL SEPARATION AT WATER MAIN

CROSSINGS

5. WHEN THE WATER MAIN CROSSES UNDER THE SEWER MAIN

EITHER THE SEWER OR WATER LINE OR BOTH MUST BE

ENCASED WITH A SLEEVING MATERIAL ACCEPTABLE TO DOH

FOR A HORIZONTAL DISTANCE OF 10 FEET ON BOTH SIDES OF

THE CROSSING AND THE SEWER MAIN MUST ALSO BE

SUPPORTED ABOVE THE CROSSING TO PREVENT SETTLING.

6. CONTRACTOR SHALL CONFORM TO ALL HORIZONTAL

SETBACK REQUIREMENTS LISTED IN WAC 246-2728-06050.

7. ALL SURFACE FEATURES OF THE WATER AND SEWER

SYSTEMS (VALVE LIDS, MANHOLE LIDS, VAULTS, ETC.) TO BE

CLEARLY MARKED "WATER" OR "SEWER".

8. ALL VALVES, VAULTS, MANHOLES, METER BOXES, ETC. WHICH

ARE LOCATED WITHIN PAVED AREAS SHALL BE CAPABLE OF

HS-20 VEHICLE LOADING.

9. LAY PIPE AT UNIFORM GRADE TO AVOID HIGH/LOW POINTS.

10.TOPOGRAPHY AND UTILITIES TAKEN FROM GEOBASE DATA

PROVIDED BY FAIRCHILD AIR FORCE BASE. VERDIS - TAKISAKI

TAKES NO RESPONSIBILITY FOR UNFORESEEN OR UNKNOWN

SUBSURFACE CONDITIONS WHICH MAY BE DISCOVERED

DURING CONSTRUCTION.

11. ANY SUBSTITUTIONS MUST BE APPROVED BY THE DESIGN

ENGINEER.

12. ALL PREFABRICATED TANKS MUST MEET THE REQUIREMENTS

OF CHAPTER 246-272C WAC.

13.THE SYSTEM INSTALLER SHALL BE CURRENTLY CERTIFIED BY

THE LOCAL HEATH JURISDICTION TO PERFORM THE WORK.

14.THE ENGINEER WILL BE PRESENT TO INSPECT INSTALLATION

IN DIFFICULT OR UNANTICIPATED CONDITIONS AND ALSO

INSPECT THE PLACEMENT OF FILL MATERIAL. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE

ENGINEER 48 HOURS PRIOR TO INSPECTION.

15. ALL WORK SHALL CONFORM TO WAC 246-272B INCLUDING THE

FOLLOWING:

SHEET INDEX

SITE PLAN..................................C1

SEWER PLAN & PROFILE........C2

DETAILS.....................................C3

Know what's below.

Call before you dig.

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