B09_Clarifications_Attachment_10_0001.docx

Solicitation #140P8325R0003, Rehabilitate Kalaloch Wastewater Lagoons Olympic N.P.

Attachment 10: Clarifications Clarifications for Solicitation #140P8325R0003 This document provides clarifications to Final Specifications (Attachment 1), and Final Drawings (Attachment 2), based on queries submitted during the solicitation phase and/or raised during the site visit. The responses are incorporated into the contract.

1. Can you please clarify the desired NEMA ratings of the equipment? The specifications describe what ratings are required in what environment, but neither the drawings nor specs clarify the environment. Are we to assume NEMA 3R for exterior, and NEMA 1 for interior, or is NEMA 4x requested for interior and exterior due to the interior being an active pump house? Is the environment considered corrosive or hazardous?

Exterior equipment shall be NEMA 3R, unless otherwise noted in the contract documents. We are classifying the indoor environment as “Corrosive” due to potential exposure to sodium hypochlorite; therefore, all indoor equipment shall be NEMA 4X. If NEMA 4X is cost prohibitive or does not exist for a piece of equipment, NEMA 3R will be considered.

2. Are we to assume ALL exposed conduit, both interior and exterior, is to be PVC coated GRC?

The specifications call for PVC-RGS in “Corrosive” areas. However, we can accept GRC, IMC, PVC, or Reinforced Thermosetting Resin conduit. Exposed exterior conduit shall be type GRC or IMC, or other material as specified for exterior use.

3. Will the Contractor be expected to coordinate with Grays Harbor PUD for activities like relocating the electrical service meter, managing overhead power lines to accommodate crane operations, etc.?

Yes, the Contractor will be responsible for coordinating with and paying all fees to Grays Harbor PUD for all work needed to complete the project. This includes, but is not limited to, relocating or replacing meter and service equipment, and any third-party inspections of wiring that may be required by Grays Harbor PUD prior to reconnection of service.

4. How frequently and when is the spray field operated? Is there any window of time when it can be taken offline for replacement?

Per Notes: 4. on Sub Sheet No. G1.3, the spray field should remain in operation during construction through a combination of the existing pump station and bypass pumping. However, spray field operational period is from mid-October through April. Depending on the ratio of precipitation vs. evaporation, and how much lagoon cell #3 is pumped down to accommodate influent, the spray field can likely be taken offline completely between May and October. Note that lagoon cell #3 will need to be pumped down during installation of the floating decanter in accordance with Sub Sheet No. C1.7.

5. Olympic National Park road crew has completed improvements to the access road now, but there are access road improvements shown on the drawings. What road improvements will be the Contractor’s responsibility as part of this contract? If additional road improvements are required to achieve access, will those improvements need to be removed at the end of the project?

Olympic National Park has recently (2024) improved the lagoon access road by removing vegetation, straightening and widening the road alignment, grading to re-establish the road profile, and adding both crushed surfacing base course (CSBC) and crushed surfacing top course (CSTC) material. The level of improvement reflects recommendations for 16-foot-high vegetation clearance and 14-foot-wide solid road base, with more width at the corners, to accommodate truck-and-trailer delivery of a precast concrete building with a footprint of 10.5’ x 20’, and a height of approximately 11’ to the gable peak. Transfer of the building from a semitruck to a truck-and-trailer setup may occur in the Kalaloch Ranger Station parking lot, which is 0.75 miles from the lagoon access road, assuming the date and time of transfer is coordinated with the Contracting Officer and Olympic National Park. The Contractor is responsible for completing all road improvements shown on Sub Sheet No. C1.0, as well as any additional lagoon access road or route improvements that would be required by a different precast building delivery approach than what is described here.

6. Would we be allowed to remove stumps adjacent to the lagoon access road to improve access? If additional road improvements (e.g., shoulder and/or berm widening) are required to achieve access, will those improvements need to be removed at the end of the project?

Stumps may be cut flush and material may be placed to improve access. Ground-disturbing excavation may be considered on a case-by-case basis following full quantification of the amount of disturbance and would need to be coordinated with Olympic National Park for archaeological monitoring. Improvements to the lagoon access road and route necessary to facilitate access for completion of the project may remain in place upon completion of the project and will not need to be removed.

7. See spec section 13-24-21 and drawing C1, precast building 10’ X 20’. Much detail is provided in specs and drawings, but no basis of design manufacture is given. Do you have manufacture for basis of design?

Yes, Spec section 13-34-21, part 1.3.A.8 states: "Manufacturer meeting these criteria includes but not limited to: a. CXT Incorporated Schweitzer Building or Equal Salient Characteristics"

8. See spec section 13-34-60 and drawings C2.2 and C2, Gangways and docks. Much detail is provided in specs and drawings. No basis of design is given for manufacture. Do you have manufacture for basis of design?

Spec section 13-34-60 was designed around Accudock system docks as the basis of design. Therefore, the prefabricated floating dock shall be Accudock or Equal. Salient characteristics can be found in the specifications.

9. The current floating dock plans are pretty specific and use hand-welded HDPE sheets and foam blocks instead of normal float drums. The float deck is specified as PVC. Would you be willing to allow a design-build on the floats and accept alternatives?

Accudock or equivalent system with Equal Salient Characteristics is acceptable. However, the normal float drums proposed are to be provided by the same dock/gangway manufacturer.

10. The specification for the float decking is very vague (Section 13 34 60, paragraph 2.2 C. Decking). No product or manufacturer is called out in the Specifications; we checked the full set of Project Specifications. As the floats and gangways are called out as "Heavy Duty", PVC decking is not usually thought of as heavy duty in the marine float industry. We would like further definition on this item.

“Heavy Duty” shall mean exceptionally weather-resistant, which is impervious to moisture and resistant to mold, mildew, corrosion, delamination, splintering/splitting, and swelling. The dock system shall be Accudock or equal salient characteristics. The decking shall be Wolf PVC Serenity Decking or equal salient characteristics.

11. Section 13 34 60 (Pre-Fabricated Docks), paragraph 1.4 Warranties states “Minimum of ten-year on flotation items, five-years on aluminum assemblies, and two-years on basic structure items warranty from date of first purchase of prefabricated dock components provided by the manufacturer.” The HDPE custom float manufacturer only has a 1-year standard warranty on their custom, hand-laid floats. Rotationally molded float drums (tubs), such Ace Float Drums, have a 15-year warranty. What is acceptable?

A 15-year warranty is acceptable for floats, however, all major system components shall come from a single manufacturer and shall meet the warranty found in the specification. A 1-year standard warranty is not acceptable.

12. Section 13 34 60 (Pre-Fabricated Docks), paragraph 2.2 Floating Dock states “Each float section shall be composed of hand welded High-Density Polyethylene (HDPE) sheet plastic, using non-rotationally molded floats. Sections are manufactured using individual sheets for sides, ends, bottoms, and tops. With a 100% guaranteed universal wall thickness of 0.150 inches (min.), and completely encapsulated expanded polystyrene (EPS) foam.” Waterfront Construction uses Ace flotation rotationally molded float drums (tubs) in harsh and severe salt water marine environments. We estimate the Ace floats (or similar) are about 1/5 the cost of a custom hand-laid up flotation floats and come with a 50% longer warranty that what is called out in the Specification. Is this an acceptable alternative?

All major system components shall come from a single dock system supplier to ensure compatibility of the dock system. We will accept rotationally or non-rotationally molded floats if this is provided by the same dock system supplier.

13. See drawing C1.4. What is the elevation of the existing 6” PVC Force main? Are there as-builts or other documentation which might show the elevation of this pipe? Please provide if available.

The existing 6” PVC sewage force main is estimated to be approximately 24” below the top of the concrete splitter box, or approximately 12-18” below the ground surface. Installation of the PVC sewage force main occurred sometime after the 1973 as-built record drawings, which indicate a 6” C.I.P. sewage force main. Based on comparing current conditions to these record drawings, it appears that the existing sewage force main enters the existing splitter box at an elevation of approximately 70 feet. Connection details for the new manual headworks screen shown on sheet C1.4 assume a maximum estimated elevation and may need to be modified depending on the actual sewage force main depth.

14. See drawing C1.4. What are the dimensions, particularly the depth of the existing splitter box to be removed? Are there as-builts or other documentation which might show the dimensions of this existing item? Please provide if available.

The existing concrete splitter box (to be removed) is approximately 5 feet square (external dimensions), with 6-inch-thick walls. See detail from as-built record drawings below. Note that the elevations appear to be accurate, but at some point in the time the 6” C.I.P. shown in the drawing was replaced with a 6” PVC pipe that enters through the sidewall of the concrete splitter box, at approximately the midway point; see photo below, showing the PVC sewage force main entering on the west side of the existing splitter box.

15. Does the park have any options in the Kalaloch area for parking a recreational vehicle (RV) while working on the project?

Like members of the public, contractors are welcome to stay at the publicly available Kalaloch Campground (open year-round, reservations required May 16 – September 15, 2025 via recreation.gov) or South Beach Campground (open mid May – mid October, 2025 on a first-come, first-served basis, $20 per night). Limitations on the number of consecutive days in a single campground and total number of days parkwide in a calendar year may be waived upon request following contract award, but overnight camping fees will still apply. Additionally, Olympic National Park can make available up to two administrative (i.e., not part of the recreation.gov reservation system) campground sites (no hookups, but space to park RV) for contractor use within Kalaloch Campground at the nightly public rate; coordinate needs and dates with the contracting officer. These sites vary in size and location, and few can accommodate larger RVs; communicate measurements of RVs to the contracting officer to accommodate as best we can. Starting around October 1, or when no longer occupied by the Kalaloch Campground hosts, a trailer pad with hookups may be available at the current non-federal employee rate ($21.15/night as of 5/5/2025) on the condition that these sites are billed on a project duration basis, i.e. from the start of occupancy to the end of occupancy, within the period of performance. Additional private options for RV sites with full hookups exist in the vicinity and can be found through platforms such as Hipcamp, Airbnb, or similar.

16. How deep is the third lagoon cell, and how far down will we need to pump the level for installation of the new decanter? It would be helpful to know the volume.

1973 as-built record drawings show the bottom of lagoon cell #3 as elevation 59.0 and top of dyke on the far west end as elevation 67.0. The top of dyke surface in front of the existing pump building may have been built up over the years through addition of material as it appears to be closer to an elevation of 70. The most recent sludge survey (conducted May 2022) found the overall depth of the lagoon at that point in time was approximately 60”, and the average depth of sludge across the cell floor was just over 7”. Per Notes 1. on sub sheet no. C1.7, lagoon cell #3 must be pumped to approximately 2-3 foot water level prior to placing concrete for the new floating decanter section. Dimensions of lagoon cell #3 is 500’ between centerlines of east and west dykes, and 250’ between centerlines of north and central dykes, with a 3:1 slope from top of dyke to bottom of lagoon cell.

17. Can we remove and then replace portions of the perimeter fence during the vegetation removal process?

Yes, it is acceptable to remove and then restore portions of the perimeter fence during vegetation removal. Note that the purpose of the perimeter fence is to keep elk and other wildlife out of the lagoons. Contractor will be asked to minimize the amount of time segments of perimeter fence are down, or may be required to re-install segments of fence at the end of each day.

18. What are typical seasonal flows entering the lagoons? This information would be helpful to plan for diversion of the sewage force main for installation of the headworks screen.

Average daily flow by month was plotted for the years 2019 – 2022 using daily pump run hours combined with individually tested pump flow rates from the duplex main lift station pumps. While visitation to the area drops during the winter and shoulder seasons, the increase in precipitation entering the sanitary sewer system as inflow or infiltration (I&I) results in minimal seasonal variation; see figures below.

Daily Influent Flow (GPD)

Daily Flow (GPD) 43458 43459 43460 43461 43462 43463 43464 43465 43466 43467 43468 43469 43470 43471 43472 43473 43474 43475 43476 43477 43478 43479 43480 43481 43482 43483 43484 43485 43486 43487 43488 43489 43490 43491 43492 43493 43494 43495 43496 43497 43498 43499 43500 43501 43502 43503 43504 43505 43506 43507 43508 43509 43510 43511 43512 43513 43514 43515 43516 43517 43518 43519 43520 43521 43522 43523 43524 43525 43526 43527 43528 43529 43530 43531 43532 43533 43534 43535 43536 43537 43538 43539 43540 43541 43542 43543 43544 43545 43546 43547 43548 43549 43550 43551 43552 43553 43554 43555 43556 43557 43558 43559 43560 43561 43562 43563 43564 43565 43566 43567 43568 43569 43570 43571 43572 43573 43574 43575 43576 43577 43578 43579 43580 43581 43582 43583 43584 43585 43586 43587 43588 43589 43590 43591 43592 43593 43594 43595 43596 43597 43598 43599 43600 43601 43602 43603 43604 43605 43606 43607 43608 43609 43610 43611 43612 43613 43614 43615 43616 43617 43618 43619 43620 43621 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