EGYN261004 - SOO.pdf

EGYN261004 Repair Wastewater Pond Liner F760

Task Statement Architect-Engineer (A/E Design) Services

Design Planning Charrette Report – Repair Wastewater Pond Liner F760

Cavalier SFS, ND

Date: 9 April 2026

Project Number: EGYN261004

Period of Performance: 180 Days

1. General Requirements: The A/E Design shall provide all contract documents necessary to issue a Design task order as specified in the Project Description Para. 2. The A/E Design shall include a complete assessment of the current operating conditions to include interviews with the facility manager, future facility owners, and the 10th Space Warning Squadron and research that will meet current and projected demands of the facility within industry standards. The Final A/E Design shall include a Planning Charrette Report (PCR) to include the assessment of its existing utilities, proposed facility configuration, a preliminary 15% design incorporating all construction defined by the PCR, a Class IV parametric cost estimate for the required repairs, a draft DD 1391, and a draft Design Task Statement (TS) to repair the wastewater pond liner.

1.1. Services Required: TITLE I Design Services is required to develop a Planning Charette Report (PCR) which identifies the necessary requirements to repair the F760 wastewater pond liner. The repair will take place at the F760 wastewater lagoon on the southeastern side of the installation.

1.2. OPSEC: The contractor (including subcontractors) executing the PCR will have the appropriate clearance to access any form of critical information or activities in performance of the order. The contractor (including subcontractors) will return all building plans, diagrams, blueprints, maps and other infrastructure information provided by or to 10 SWS. The 10 SWS will account for all materials and ensure repair efforts are consistent with OPSEC measures as needed. The contractor (including subcontractors) executing the PCR will not have access to any form of critical information or activities in performance of the order.

2. Project Description: The F760 lagoon’s HDP liner is beyond useful life and has multiple tears and holes. This has the potential to allow unpermitted discharge to the groundwater from Wastewater Cell 1 (F760) and Cell 2, which is not in compliance with environmental regulations. The wastewater cell liner damage is too large to be patched; it must be repaired by replacement through removing the deteriorated 40 mil thick HDPE polyethylene liner and replacing it with a single high density polyethylene liner system.

During the repair, it is imperative that the lagoon system remain operational. To ensure continuous operations, new piping, a flow diverter (splitter) manhole and a splash pad were installed in 2013, to Cell 2 to allow Cell 2 to receive continuous flow while the liner in Cell 1 (F760) was being repaired. There is, however, another existing 18-inch industrial wastewater pipeline conveying wastewater from the Dust Disposal Manhole, directly to Cell 1.

2.1. The contractor shall conduct in-depth user interviews to identify and define the requirements for repairing the lagoon facility.

2.1.1 The contractor shall ensure the repairs can protect against Chemical, Biological, Radiological, and Nuclear (CBRN) threats.

2.1.2 The contractor shall ensure security requirements comply with classification requirements in accordance with ICD-705.

2.1.3 The contractor shall coordinate with 10 SWS and their BOS contractor to ensure continued operation while the facility is undergoing repair.

2.1.3.1 The design team will need to ensure operations at F760 continue and physical security measures at F760 remain operational during repair.

2.1.4 The contractor shall ensure civil engineering requirements for storm drainage and other civil related work are being met during repairs.

2.1.5 The contractor shall resolve any site location issues with any mission-related limitations that arise.

2.1.6 If possible, the contractor shall consider future expansions to the facility and systems when designing the repair.

2.2. The contractor shall develop a PCR compiling all findings, from user interviews, data collection, and site surveys, into one report.

2.2.1 The PCR will document the required square foot required for the facility.

2.2.2 The PCR will provide supporting documents for a future design award to include Design TS and parametric cost estimate.

2.2.3 The PCR will provide a Certificate of Compliance.

2.2.4 The PCR will provide a draft DD 1391.

2.2.5 The PCR will document the identification and evaluation of alternate COAs and why they are not selected.

2.2.6 The PCR will provide a draft Request for Environmental Impact Analysis (AF Form 813) with Section I completed.

2.3. The contractor shall develop a Design TS that will comply with 319 CONS/PKA A/E contract requirements as part of the design documents.

2.4. The contractor shall develop a 15% design, incorporating all requirements to repair the facility.

2.5. The contractor’s cost estimate shall be at the category 4 (Class IV) parametric level of development.

2.6. The contractor shall comply with the Environmental Protection Agency (EPA) construction general permit and all other applicable environmental policies.

2.7. The contractor shall include architectural compatibility, utilities, drainage, and sustainable design principles as directed by all DoD, UFC and USSF criteria and regulations.

2.8. The contractor will submit a confined space plan as part of the 15% design submittal if work is necessary in confined spaces. All work in confined areas will be coordinated with CSFS Fire Department through the 10 SWS Project Manager.

3. Government Furnished Information (For Reference Only):

3.1. Record Drawings Architectural, Civil, Structural, Mechanical, and Electrical Drawings (as-builts).

3.2. Site Picture Examples.

4. Project Specifics:

4.1. Pre-Design and/or Design Review and Site Visit Schedules: The dates and locations of all on-site visits shall be confirmed within ten (10) business days of the receipt of the Task Order (specific types and frequency of visits are noted in the List of Required Actions). All on-site visit schedules shall be in coordination with the 10 SWS Project Manager. Any site visits required to complete the required designs shall be at the contractor's expense.

4.2. Publications. The contractor will utilize the most recent editions of the reference publications.

Sources required for this project shall include, but not be limited to:

• UFC 3-100: Architecture and Interior Design

• UFC 3-200: Civil/Geotechnical/Landscape Architecture

• UFC 3-300: Structural and Seismic Design

• UFC 3-400: Mechanical

• UFC 3-500: Electrical

• UFC 3-600: Fire Protection

• UFC 3-600-01 Fire Protection Change 6, 6 May 2021

• UFC 3-700: Cost Engineering

• UFC 4-010-01: DoD Minimum AT/FP Standards for Buildings

• UFC 4-010-02: DoD Minimum Standoff Distances for Buildings

• UFC 4-021-01: Design and O&M: Mass Notification Systems

• Uptime Institute, Tier IV design

• NFPA 13 (2022), NFPA 25, NFPA 70 (2023), NFPA 72 (2022), NFPA 90A (2021), NFPA 101

(2021) – newest publication will be used for each standard

• IBC, International Building Code 2021

• IPC, International Plumbing Code 2021

• EPA Documents

• USGBC requirements for LEED–EB, LEED-NC

• UFAS (Unified Facilities Accessibility Standards)

• DoD and USAF Sustainability Design & Construction Regulations

• AASHTO American Association of State Highway Transportation Officials

• DoD CADDBIM site (CADD Requirements)

4.3. Office and Equipment: Not Applicable.

4.4. Government Furnished Equipment. N/A

4.5. As-Built Drawings.

5. Submittal Requirements:

5.1. Other Investigative Services: Site survey and interviews. The site survey is to include review of existing as-built drawings and notation of differing conditions from those drawings.

5.2. The contractor shall provide security pass information to complete DBIDS application to gain base access.

5.3. The contractor shall provide Meeting Minutes and Memorandums for Record for all meetings between A/E Design and Government.

5.4. All submittal documents shall be submitted in an electronic format on a CD/DVD to the government.

Alternate means of document submission will be through DoD SAFE. The contractor will submit design drawings in PDF, Autodesk RVT format, and Autodesk DWG format. Design documents such as Reports, Design Analysis, and other documents shall be submitted in PDF format. Statements of Work will be submitted as both Microsoft Word files as well as in PDF formats. Project estimates or

Opinion of Probable Construction Costs (OPCC) will be submitted as both PDF and Excel format Construction Specifications Institute (CSI) Master format.

5.5. 15% PCR Project Definition (PD). The contractor shall conduct a Charrette with the 10 SWS engineers and other installation personnel to establish the program and requirements. The general direction of the design shall be developed at this design level. A detailed narrative (charrette report) explaining the existing conditions, new requirements identified through user interviews, and preliminary recommendations of accommodating all identified requirements shall be provided at this submittal.

5.6. 50% Preliminary PCR Submittal. All specified 15% project definition, comments, and corrections resulting from the 15% project definition shall be satisfied and incorporated into this submittal. The definitive direction and fully developed concepts of the proposed design shall be illustrated and clearly indicated at this submittal. A preliminary set of design drawings shall be provided and incorporated into the design narrative document. A programming level, parametric construction cost estimate as well as a draft Design TS shall be provided at this submittal.

5.7. 100% PCR Submittal. All specified 50% requirements, comments, and corrections resulting from the

50% review shall be satisfied and incorporated into this submittal. A final PCR package and a programming level parametric construction cost estimate shall be provided with this submittal. A final Design TS that includes project background, scope, constraints, CSI Divisions, applicable codes, permits, and UFGS specifications.

5.8. 100% Corrected Final PCR Submittal (if necessary). All specified 100% requirements, comments, and corrections resulting from the 100% review shall be satisfied and incorporated into this submittal.

5.9. All required submittals will be submitted on CD/DVD and will provide two (2) copies of each submittal CD/DVD along with transmittal letters, to the 10 SWS Project Manager, for record and distribution for comment reviews.

6. Project Cost Limitations: Maximum Construction Cost (MCC): Maximum projected construction cost will be limited to value determined by the PCR to implement all project requirements.

7. Design Document Submittals.

7.1. Review Comments. Following the Project Manager's review of each PCR/design level submittal, the Contracting Officer shall provide the contractor with a copy of the review comments. The contractor is not responsible for the time used by the Space Force for reviewing design submittals that may extend beyond that allotted in the List of Required Actions.

7.2. Contractor Response to Review Comments: The contractor shall respond in writing to each of the review comments referenced to the applicable documents within 10 business days after receiving the comments. If the contractor disagrees with comments, they shall include an explanation of why they disagree in their response. The Space Force Project Manager will resolve the issue and provide directions to the contractor.

8. List of Required Actions.

TITLE I Design Services Date Proposed By

Contractor Date Proposed By Government

Notice to Proceed (assumed)/Kick-off Mtg TBD

15% Investigative Assessment Submittal NTP+30 days

15% Investigative Assessment Review Comments NTP+40 days

50% PCR Submittal NTP+70 days

50% PCR Submittal Review Comments NTP+80 days

100% PCR Submittal NTP+140 days

100% PCR Submittal Review Comments NTP+160 days

100% Corrected PCR Submittal (if necessary) NTP+180 days

(CONTRACTOR to fill in the "Days Proposed" blanks with the estimated time in calendar days required to provide the service)