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11 JEFFERSON COUNTY QUILCENE CAMPGROUND 2026
1 | P a ge 2026 Proposal Checklist for Tourism Promotion Activities Jefferson County $220,000 501(c)(3) ☐ (6) ☐ Organization Name: Event Name, if different: Proposed Contract Amount: $ WA UBI Number: N/A EIN Number: 91-6001322 Proposals should completely address the questions, and all requested supplemental information should be provided. Incomplete or late proposals may not be considered by the Jefferson County LTAC. To be eligible for consideration, your application must be signed, dated, and include the following items in the listed order. Check each item submitted: Signed and Dated Proposal Checklist for Tourism Promotion Activities. Declaration of capital expenditures and operations, if applicable (Attachment A). Proof of liability insurance (Attachment B) Section 1 - Itemized list of proposed services and estimated costs. Section 2 - Proposal Questions. Section 3 - Proposed 2026 promotion, facility, event or activity budget. Section 3 - 2025 organizational budget and year-to-date income and expense statement(s). Section 3 - List of names and addresses of the organization’s current Board of Directors. Name and contact information for event chairperson, if applicable. To be considered, a fully completed and signed original application with supporting documents must be electronically received and date stamped at the Jefferson County Administrator’s Office, to Adiel McKnight @ afmcknight@co.jefferson.wa.us by WEDNESDAY, SEPTEMBER 10, 2025 by 4:30 p.m. (Secure and approved file transfer links are acceptable to accommodate large file sizes if needed.) Documents submitted to the County are public records, potentially eligible for release. RECEIVED 09/10/25 Page 1 of 45 RECEIVED 09/10/25 Page 2 of 45 RECEIVED 09/10/25 Page 3 of 45 CERTIFICATE OF MEMBERSHIP IN THE WASHINGTON COUNTIES RISK POOL THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE JOINT SELF-INSURANCE LIABILITY COVERAGE AFFORDED BY THE WASHINGTON COUNTIES RISK POOL. MEMBER COUNTY: Jefferson County, Washington Attn: Mark McCauley, County Admin & Risk Manager PO Box 1220 Port Townsend, WA 98368 Liability Coverage Afforded by the: Washington Counties Risk Pool 2558 RW Johnson Rd SW, Suite 106 Tumwater, WA 98512-6103 Jefferson County (the “Jefferson County”) is a member of the Washington Counties Risk Pool (the “Pool”), as authorized by RCW 48.62.031, and the County is covered by the Pool’s Joint Self-Insurance Liability Program. The Pool’s Joint Self-Insurance Liability Program was created by interlocal cooperative agreement amongst the Pool’s member counties to share risks by “jointly, self -insuring” certain third-party liabilities. The Pool is NOT an insurance company. Claims that are covered under a Memorandum of Liability Coverage (“MLC”) from the Pool and were submitted under Chapter 4.96 RCW (“Actions against political subdivisions, municipal and quasi - municipal corporations”) against the County, its employees, officers, volunteers and agents and/or actions in connection with or incide ntal to the performance of an agreement/contract which the County and/or its officers, employees or volunteers are found to be liab le for will be paid by the Pool and/or the County. MLC NUMBER: MLC EFFECTIVE DATE: MLC EXPIRATION DATE: LIMITS OF LIABLITY EACH OCCURRENCE BI AND PD COMBINED: 20242025RISKPOOL-JFCO 10/1/2024 1/1/2026 $10,000,000 TYPES OF LIABILITY COVERAGE AFFORDED: General Liability Including: Bodily Injury Personal Injury Property Damage Errors and Omissions/Professional Advertising Injury Automobile Liability DESCRIPTION OF OPERATIONS/ LOCATION/VEHICLE CANCELLATION Quilcene Campground septic build During the MLC Period October 1st, 2024 - January 1st, 2026 SHOULD THE ABOVE-DESCRIBED MLC BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUER WILL ENDEAVOR TO PROVIDE THIRTY (30) DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION NOR LIABILITY OF ANY KIND UPON THE ISSUER OR ITS AGENTS OR REPRESENTATIVES. CERTIFICATE HOLDER: ISSUE DATE: September 08, 2025 Jefferson County Bryden Barbee, Director of Risk and Claims Attachment B - Insurance Certificate 4 | P a ge RECEIVED 09/10/25 Page 4 of 45 5 | P a ge 1.Itemized List of Proposed Tourism Promotion Services In the following space or on a separate sheet of paper, please specify each proposed tourism promotion, program, facility, event or activity, including quantities and costs (see examples at bottom of page). Abandon existing Septic and install a 1942 gallon per day Category 2/ATU Sandline Pressure Distribution Bed Septic System - $207,586.52 Decommission Well - $12, 413.48 In 2021, the Board of County Commissioners approved a design grant to design an updated septic system that would serve to bolster Lodging Tax Revenue by creating showers at the Quilcene Campground. These showers would serve the campground as well as serving the community’s need for public showers. The septic system will also have capacity to upgrade the kitchen at the Quilcene Community Center so that it can be permitted as a commercial kitchen, fulfilling a decades long desire of the community to upgrade the resources for community and commercial uses. The design has been completed, and this request is submitted to time with other work at the Quilcene Campground and Community Center, such as the development of the Quilcene Skatepark and the Forest Practice Application submitted by Jefferson Community Forester on the Community Center location. With this funding, Central Services will conduct an RFP to install the septic system this year, projecting to work with stakeholders in 2027 on showers and developing a plan for the commercial kitchen with a different funding stream. There is an unused well that needs to be decommissioned prior to installation of the septic system. The estimate is between $10,000 and $15,000. We have requested roughly $12,500 to decommission the well and if the bid comes in higher, the County will absorb the price. A bid from Shold was used to establish the price (and appended to this document as Attachment C), but an RFP will be issued that all qualified bidders may respond to. RECEIVED 09/10/25 Page 5 of 45 6 | Page 2. Proposal Questions Please limit your answers to no more than one page for each question. 1.Tell us about your promotion, program, facility, event or activity and why you think it will increase tourists traveling to and staying in Jefferson County. Include a general description of the promotion, program, facility, event or activity including its purpose, history, etc. This proposal will replace the septic system (and decommission a well) at the Quilcene Community Center with a new system with capacity to support showers and bathrooms at the campground and a commercial kitchen in the community center. This is a two-year program to improve the amenities at a county-owned lodging collector, the Quilcene Campground. By installing the infrastructure this year and installing the showers next year, the stage will be set to create a more robust tourist destination in the heart of Quilcene, supporting local businesses and having an ancillary impact of bringing back critical infrastructure for community members who live without a clean shower at their residence. The model for a high-maintenance shower/bathroom will be developed this year among stakeholders including potentially County Parks and Recreation, Community Center Management, Local stakeholders and Central Services. 2.If this is a continuing or reoccurring promotion, program, facility or event, describe your organization’s prior activities. If applicable, how is it different than in the past? This is a capital improvement at a county-owned Tourist Facility. The county has operated a primitive campground at this site for years. With the new community-supported skatepark on the same site, fully funded and working to construction within a year, and the design and bid for the septic system in, we can move forward with this project. This project began as a community request funded by the Board of County Commissioners in 2021 to design a septic system to enhance services at the Quilcene Community Center and campground. 3. How does your promotion, program, facility or event support one of the Highest Priorities or Additional Considerations listed below under “Other Criteria” (see page 9)? This project to develop the infrastructure at a qualified tourist facility clearly and definitively meets the highest priority, quoted in the first priority as “public campground improvements.” We believe that buttressing the campground facilities to go along with a new skatepark can have a multiplicative effect on lodging tax revenue. 4.Describe how you intend to market/promote your promotion, program, facility, event or activity to potential tourists who reside outside Jefferson County or traveling more than 50 miles. RECEIVED 09/10/25 Page 6 of 45 7 | Page We will work with stakeholders including County Park and Rec, locally based non-profit organizations, skatepark partners, and the Tourism Coordinating Council to develop an operating and marketing plan for 2027. 5. How will you measure the effectiveness of your promotion, program, facility, event or activity? This project has a two year timeline to begin measuring impacts, but successful installation of the septic system in 2026 will be the barometer of success as will an operations plan for 2027. a.Also, describe how you will document and report to the County the economic impact from your promotion, program, facility, event or activity. (State law requires the County to report annually to the State Department of Community Development and Economic Trade about the number of lodging stays and economic benefit from tourists generated by use of Lodging Tax proceeds for tourism promotion.) Since this project is improving a County-owned capital facility, stakeholders, including the LTAC, TCC, and the BoCC will be kept apprised of the progress. 6. What economic impact can we expect in Jefferson County from your proposed promotion, program, facility, event or activity? a.Actual or estimated number of tourists at your event/facility last year (2025): b. Estimated number of tourists who will attend your event/facility this year (2026): c.Projected economic impact in Jefferson County from your event/facility (e.g. number of tourists who will stay overnight in Jefferson County-based lodging establishments; economic impact for Jefferson County restaurants, community facilities, amenities, events, and businesses). 7.Describe your organization’s area of expertise. Do you provide a unique service? Jefferson County provides a unique service and has a landscape level strategic duty to the people and place of Jefferson County as well as economic development and tourism responsibilities. The BoCC has prioritized this project with that overarching strategy in mind. RECEIVED 09/10/25 Page 7 of 45 8 | Page 3. Background Information about Your Organization Attach the following items to your proposal in the order listed: (Note: To be considered by the Committee, all of the listed information must be included with your proposal.) Attachments: •Projected 2026 promotion, program, facility, event or activity budget including income and expenses. (Please note: if an LTAC award is granted at a different than requested, you will be asked to submit a revised budget prior to contract approval.) Attachment C is the bid from Shold to install the septic system. Attachment D is the shovel ready plans. This complete design was funded at $50,000 with the “Last Call” RFP process for the last of the ARPA grant in 2023. •2025 Budget and Actual income and expenses year to date statement(s) (for example, Profit & Loss and Balance Sheets): •List of names and addresses of the organization’s Board of Directors as of the date the proposal is filed. Also, if the proposal is for the marketing of an event and there is a chairperson for the event (either volunteer or paid), list that individual’s name, address and phone number. District 1 County Commissioner – Heather Dudley-Nollette District 2 County Commissioner – Heidi Eisenhour District 3 County Commissioner – Greg Brotherton •If you desire, you may provide samples of promotional and/or design materials such as brochures, artist renderings, graphics, etc. (recommended 1-10 samples.) The design documents and bid follow in this document Note: Staff will verify Incorporation status of the non-profit agencies who submit service proposals by checking the Washington Secretary of State’s on-line corporation records. RECEIVED 09/10/25 Page 8 of 45 RECEIVED 09/10/25 Page 9 of 45 RECEIVED 09/10/25 Page 10 of 45 RECEIVED 09/10/25 Page 11 of 45 9 | P a ge ATTACHM ENT C Bid Documents RECEIVED 09/10/25 Page 12 of 45 10 | P a ge RECEIVED 09/10/25 Page 13 of 45 Attachment D - Plans Jefferson County Environmental Public Health 615 Sheridan St., Port Townsend WA 98368, (360) 385-9444 SEPTIC SYSTEM PERMIT APPLICATION PROPERTY OWNER Jefferson County MAILINGADDRESS PO BOX 1220 PORT TOWNSEND, WA 98368 PHONE 360-385-9362 EMAIL TColeman@co.iefferson.w a.us SYSTEM DESIGNER Jess Godsalve 51 00341 Designer Phone# 360-385-0480 LEGAL DESCRIPTION: Section 24 Township 27N Range 2W PARCEL#937500501, 101,201,401 Subdivision Name CAMPBELL'S JOSEPHINE ADDITION Division ___ Block 2/4/5 Lot(s) see map Site address & Directions to site & test pits 294952 HIGHWAY 101 - Quilcene (community center) *soils evaluated during tech assist SOURCE OF SEWAGE/USE TYPE OF WORK Water Source New v'Tanks only __ Private Residential Modification Expansion V Public� Name Commercial -.,---O11ilceoe Community __ Repair __ Tank(s) __ Drainfield -- System Type Replacement __ Tank(s) __ Drainfield SITE SIZE ..Al,Lacre Previous Evaluation Conventional Designate Reserve Area __ Alternative � Redesign __ SEP1977-00099 SEP2001-00020 SYSTEM DETAILS Number of Gallons/day 1942 Soil type 1 (attach soil eval.) Application Rate 1.0 gal./sq.ft./day Drainfield Length 195 ft. Trench Width 10 ft. Trench/Bed Depth 48 in. Septic Tank size 6500 gal. Pump Chamber size 6000 gal. TYPE OF SYSTEM Categor� 2 ATU / Sand lined bed s�stem (treatment level B) - By signing the application form, the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void. I further agree to save, indemnify and hold harmless Jefferson County against all liabilities, judgments, court costs, reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees, representatives or agents for the sole purpose of application review and any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application that he or she requires prior notice. Inspections shall occur during regular business hours. Initial here if you require notification before entry ______ _ Appeal - A person aggrieved of a decision of the Health Officer may appeal. Appeals shall be submitted to the Health Division in writing within fifteen days after receiving written notice of the decision. DISCLAIMER-This application is for an on-site sewage system that meets the state and county standards in effect on the date of application. This application for an onsite sewage system DOES NOT assure you of any other County approvals. For example, it DOES NOT GUARANTEE that you will later obtain permission to build a permanent residence or other structure on this parcel. Any future application will be separately judged by the rules and laws in effect at that time. Property Owner Signature Date FOR OFFICE USE ONLY PARTIAL _____ _ ASBUILT ______ FINAL _____ _ APPROVED INSP/PUMP TEST ______ Monitoring Agreement _______ _ ALL HOLD REQ. MET __________________ _ Date _____ Fee _____ Rec # ______ Check # ______ Case# SEP _____ _ G:B-ONSITE\Forms\Application Form & Info\SEP_Permit Application 11/26/18 SAR RECEIVED 09/10/25 Page 14 of 45 RECEIVED 09/10/25Page 15 of 45 RECEIVED 09/10/25Page 16 of 45 QUILCENE COMMUNITY CENTER DESIGN NARRATIVE Overview: This project serves an existing community center. The applicant proposes an expanded commercial kitchen, and two additional outside public restrooms supported by the proposed system. Wastewater characteristics: The wastewater generated from the kitchen is expected to meet category 2 waste strength according to WSDOH definitions. Remaining waste from the facility is expected to be typical of residential strength. Design considerations: In addition to standard loading, treatment levels, and horizontal / vertical setbacks, the anticipated waste strength from the kitchen is addressed within the treatment sequence. Sizing criteria: Sizing for this facility is split into two sections, category 2 (kitchen waste) and residential strength (remaining flows). Section one utilizes USEPA estimates as the basis for sizing. Section two utilizes WSDOH guidelines for camp grounds and existing flow data from the community center. Category 2 waste strength calculations / treatment requirements: Waste strength and flow from the kitchen are calculated using a banquet model assuming 50 meals served during a meal event. Events of this type are occasional (special events), however this design calculates these numbers as daily waste load and generated flow to account for other potential uses of the commercial kitchen (small scale retail food prep, etc…). This conservative sizing model results in a system with robust treatment capability, and provides flexibility when evaluating future use. 50 x 7 gallons (typical meal served – dining hall per USEPA manual) = 350 gallons. 350 x 1.5 safety factor (WSDOH) = 525 gallons per day*. 600 BOD is used for sizing of the category 2 treatment portion of this system. This is high range of the accepted industry standard of 400-600 BOD for restaurants. *Design flow rate is upgraded to 750 GPD (including safety factor) per customer preference. The treatment goal is to reduce facility waste strength to WSDOH treatment level E prior to introduction into the system disposal component. Category two treatment requirements are based on organic loading rates expressed as pounds per day of BOD generated, and the treatment unit is sized based on the treatment capacity and gallons per day. Note: WSDOH establishes treatment levels and rates category 2 treatment systems based on CBOD reduction. While it is accepted practice to use BOD results to evaluate performance, the results must be converted to equivalent CBOD when determining treatment requirements. The equivalent CBOD is calculated by using the following CBOD/BOD5 ratio: 25/30 (0.83). The design BOD5 value of 600 converts to the CBOD equivalent of 498 (600 x 0.83). All of the following organic loading calculations will use CBOD. RECEIVED 09/10/25 Page 17 of 45 Formulas: CBOD x 3.785 / 453,600 = Pounds per gallon CBOD Gallons per day x pounds per gallon = Total PPD Anticipated organic loading rate: 498 CBOD x 3.785 / 453,600 = 0.0042 pounds per gallon 750 gallons x 0.0042 = 3.12 PPD @ design flow. CBOD reduction required: = 3.12 pounds per day reduction Selected treatment: Microfast 1.5 with 3.2 PPD CBOD reduction capability @ 1500 GPD. *Residential strength (treatment level E) is defined as septic tank effluent at or below the following parameters: CBOD – 125 MG / L TSS – 80 MG / L FOG – 20 MG / L Remaining flow calculations (residential strength): Non kitchen community center use: Current water use records reveal a range between 36 and 60 GPD. For the purpose of this design, this number is doubled, to accommodate for future growth (120 GPD). Remote bathrooms with shower facilities: Because this facility is associated with a campground, sizing is based on WSDOH estimates for a campground facility (75 GPD / SITE) - 9 camp sites x 75 gallons = 675 GPD - 120 GPD for non kitchen community center use - 675 + 120 = 795 GPD - 795 x 1.5 safety factor (WSDOH) = 1192 GPD design flow for this section. Summary (total design flow): Category 2 (kitchen) – 750 gallons / day. Non category 2 (campground and non kitchen within center) – 1192 gallons / day Total: 1942 GPD For all other calculations including soil application rates, primary treatment sizing, and overall system treatment level requirements see application pages and individual component detail plan sheets. RECEIVED 09/10/25 Page 18 of 45 RECEIVED 09/10/25 Page 19 of 45 RECEIVED 09/10/25 Page 20 of 45 RECEIVED 09/10/25 Page 21 of 45 RECEIVED 09/10/25 Page 22 of 45 RECEIVED 09/10/25 Page 23 of 45 RECEIVED 09/10/25 Page 24 of 45 RECEIVED 09/10/25 Page 25 of 45 15 1/4" MIN39 MIN55 3/4" MIN141.6 MIN 80 3/4" MIN205.1 MIN 2 1/2"6.4 Border for sealing and securing the lid and the liner to the tankBIO-MICROBICS © 201412/18/2006WEIGHTDO NOT SCALE UNLESS NOTED DIMENSIONS ARE IN INCHES [CENTIMETERS]TOLERANCES ± 0.02 IN/IN [± 0.05 CM/CM]DRAWNCHECKEDCTCMicroFAST 1.50 FAST UnitREVISED 9/18/2013PFTHE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF BIO-MICROBICS INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF BIO-MICROBICS INC. IS PROHIBITED. DESIGN AND INVENTION RIGHTS ARE RESERVED. IN THEINTEREST OF TECHNOLOGICAL ADVANCEMENT, ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE.SIZE DRAWING NUMBERANAME DATESHEET1 OF 4 lbWEIGHTDO NOT SCALE UNLESS NOTED DIMENSIONS ARE IN INCHES [CENTIMETERS]TOLERANCES ± 0.02 IN/IN [± 0.05 CM/CM]DRAWNCHECKEDPFMicroFAST® 1.50 with lidINI-03-MTHE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF BIO-MICROBICS INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF BIO-MICROBICS INC. IS PROHIBITED. DESIGN AND INVENTION RIGHTS ARE RESERVED. IN THEINTEREST OF TECHNOLOGICAL ADVANCEMENT, ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE.NAME DATE9/18/2013REV. lbNOTESAirline piping to FAST® may not exceed 100 FT [30m] total 1.length and have a maximum of 4 elbows in the piping system. For distances greater than 100 FT [30m] consult factory. Blower must be located above flood levels on a concrete base 42" X 28" X 2" [105 X 70 X 5cm] min. Vent to desired location and cover opening with a vent grate 2.with at least 9 sq in. [58 sq. cm] open surface area. Secure with stainless steel screws. Vent piping must not allow condensate build up or create back pressure. Vent must be above finished grade or higher (see sheet 4 of 4). All appurtenances to FAST® (e.g. tanks, access ports, 3.electrical, etc.) must conform to all applicable country, state, province, and local plumbing and electrical codes. Pump out access shall be adequate to thoroughly clean out both zones. All inspection, viewing and pump out ports must be secured to 4.prevent accidental or unauthorized access. Tank, piping, conduit, etc. are provided by others. Blower 5.control system by Bio-Microbics, Inc. See Installation Manual. If less than the specified minimums are considered necessary, 6.consult factory for guidance.All piping and ancillary equipment installed after FAST must 7.not impede or restrict free flow of effluent.The tank(s) shall be designed to prevent air passage between 8.the settling zone/tank and the treatment zone and preventing an air lock. Examples include a baffle wall sealed to the lid, and treatment zone inlet line with a pipe cap. Consult factory for guidance. Installations using a FAST® system lid are capable of 9.withstanding AASHTO H-10 equivalent loads. Any installation in which a FAST lid is buried deeper than 3 feet, or where additional loading conditions may occur, a professional engineer should be consulted. FAST® with feet option should be considered. Refer to Installation Manual for more details. Specialized treatment levels may require specific features to 10.be incorporated into the design. Consult factory for guidance.4" [10]FAST®treated effluent see note 7Joints must be watertightInfluent wastesee note 84"[8] MIN vent pipe see note 2connection between zones6"[15] Inspection Port/Vent see notes 2-52"[5] MIN Blower Pipingsee note 1Inspection/ Pump out Ports see notes 3-56"4"15.210.241 1/4" MIN104.6 MIN15 1/8"±1/8"38.4±0.324" MIN61 MIN6 3/8"16.1see note 6CLOpening for FAST® module to sit on tank Settling Zone750 Gallon MIN [2800L MIN]Treatment Zone1125 Gallon MIN [4200L MIN]75 3/4"192.449"124.5 91 1/2" MIN232.4 MIN RECEIVED 09/10/25Page 26 of 45 16" MIN40.6 MIN 27 5/8"±1/2"70.2±1.3 41 3/4"±1/2"106±1.3 15 1/4" MIN39 MINOpening for FAST® module to sit in tankCL55 3/4" MIN141.6 MIN83 1/2"212.1 91 1/2" MIN232.4 MIN 55 1/4"140.3 NOTESAirline piping to FAST® may not exceed 100 FT [30m] total length 1.and have a maximum of 4 elbows in the piping system. For distances greater than 100 FT [30m] consult factory. Blower must be located above flood levels on a concrete base 42" X 28" X 2" [105 X 70 X 5cm] min.Vent to desired location and cover opening with a vent grate 2.with at least 9 sq in.[60 sq. cm] open surface area. Secure with stainless steel screws. Vent piping must not allow condensate build up or create back pressure. Vent must be above finished grade or higher (see sheet 4 of 4). All appurtenances to FAST® (e.g. tanks, access ports, electrical, 3.etc.) must conform to all applicable country, state, province, and local plumbing and electrical codes. Pump out access shall be adequate to thoroughly clean out both zones. All inspection, viewing and pump out ports must be secured to 4.prevent accidental or unauthorized access. Tank, piping, conduit, etc. are provided by others. Blower control 5.system by Bio-Microbics, Inc. See Installation Manual. If less than the specified minimums are considered necessary, 6.consult factory for guidance.All piping and ancillary equipment installed after FAST must not 7.impede or restrict free flow of effluent.The tank(s) shall be designed to prevent air passage between 8.the settling zone/tank and the treatment zone and preventing an air lock. Examples include a baffle wall sealed to the lid or treatment zone inlet line with a pipe cap. Consult factory for guidance. The air supply line into the FAST® unit must be secured to prevent 9.vibration induced damage. The air supply line should be secured with a non-corrosive clamp every 2' min [60 cm]. See alternate air supply option on sheet 4 of 4. Specialized treatment levels may require specific features to be 10.incorporated into the design. Consult factory for guidance.Min. height may be reduced, consult factor and reference "Low 11.Profile Module Procedure.pdf"Refer to sheet 4 of 4 for leg extensions requirements.12. connection between zonesBIO-MICROBICS © 201412/18/2006WEIGHTDO NOT SCALE UNLESS NOTED DIMENSIONS ARE IN INCHES [CENTIMETERS]TOLERANCES ± 0.02 IN/IN [± 0.05 CM/CM]DRAWNCHECKEDCTCMicroFAST 1.50 FAST UnitREVISED 9/18/2013PFTHE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF BIO-MICROBICS INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF BIO-MICROBICS INC. IS PROHIBITED. DESIGN AND INVENTION RIGHTS ARE RESERVED. IN THEINTEREST OF TECHNOLOGICAL ADVANCEMENT, ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE.SIZE DRAWING NUMBERANAME DATESHEET2 OF 4 lbWEIGHTDO NOT SCALE UNLESS NOTED DIMENSIONS ARE IN INCHES [CENTIMETERS]TOLERANCES ± 0.02 IN/IN [± 0.05 CM/CM]DRAWNCHECKEDPFMicroFAST® 1.50 with feetINI-03-MTHE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF BIO-MICROBICS INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF BIO-MICROBICS INC. IS PROHIBITED. DESIGN AND INVENTION RIGHTS ARE RESERVED. IN THEINTEREST OF TECHNOLOGICAL ADVANCEMENT, ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE.NAME DATE9/18/2013REV. lbInfluent wastesee note 84" [10]PipeFAST®treated effluent see note 74"[8] MIN vent pipe see note 2Pipe clampsee note 9All plumbing and venting must be watertight and secure see notes 2-52"[5] MIN Blower Pipingsee note 1Treatment Zone1125 Gallon MIN [4200L MIN]Settling Zone750 Gallon MIN [2800L MIN]Inspection/ Pump out ports see notes 3-76"4"15.210.241 1/4" MIN104.8 MIN35"±1/8"88.9±0.324" MIN61 MIN6 3/8"16.2 see note 6 & 1216 3/8" MIN41.6 MINSee note 11RECEIVED 09/10/25Page 27 of 45 BIO-MICROBICS © 201412/18/2006WEIGHTDO NOT SCALE UNLESS NOTED DIMENSIONS ARE IN INCHES [CENTIMETERS]TOLERANCES ± 0.02 IN/IN [± 0.05 CM/CM]DRAWNCHECKEDMicroFAST 1.50 FAST UnitREVISED 9/18/2013PFTHE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF BIO-MICROBICS INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF BIO-MICROBICS INC. IS PROHIBITED. DESIGN AND INVENTION RIGHTS ARE RESERVED. IN THEINTEREST OF TECHNOLOGICAL ADVANCEMENT, ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE.SIZE DRAWING NUMBERANAME DATESHEET3 OF 4 lbWEIGHTDO NOT SCALE UNLESS NOTED DIMENSIONS ARE IN INCHES [CENTIMETERS]TOLERANCES ± 0.02 IN/IN [± 0.05 CM/CM]DRAWNCHECKEDPFMicroFAST® 1.50 SpecificationsTHE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF BIO-MICROBICS INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF BIO-MICROBICS INC. IS PROHIBITED. DESIGN AND INVENTION RIGHTS ARE RESERVED. IN THEINTEREST OF TECHNOLOGICAL ADVANCEMENT, ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE.NAME DATE9/18/2013REV. lb6 Specifications for MicroFAST 1.50 Wastewater Treatment System1. GENERALThe contractor shall furnish and install (1) MicroFAST®1.50 treatment system as manufactured by Bio-Microbics, Inc. The treatment system shall be complete with all needed equipment as shown on the drawings and specified herein. The principal items of equipment shall include FAST® system insert, leg extensions, or lid, blower assembly, blower controls and alarms. All other items will be provided by others. The MicroFAST 1.50 unit shall be situated within a 1125 gallon [4200 L] minimum compartment as shown on the drawings. Suggested maximum settling zone is (1)X the daily flow. Tank must provide adequate pump out access and conform to local, state, and all other applicable codes. The contractor shall coordinate the proper fabrication of the tank between the tank and FAST system suppliers as well as the installation of the FAST unit, and delivery to the job site. 2. OPERATING CONDITIONSThe MicroFAST 1.50 treatment system shall be capable of treating the wastewater produced by typical family activities (bath, laundry, kitchen, etc.) ranging from (6) six to (21) twenty-one people and not to exceed 1500 US Gallons per day (5600 LPD) provided the waste contains nothing that will interfere with biological treatment. The FAST system is a biological treatment system not meant for non-biodegradable or industrial wastewater. 3. MEDIAThe FAST media shall be manufactured of rigid PVC, polyethylene, or polypropylene and it shall be supported by the polyethylene insert. The media shall be fixed in position and contain no moving or wearing parts and shall not corrode. The media shall be designed and installed to ensure that sloughed solids descend through the media to the bottom of the septic tank. 4. BLOWERThe MicroFAST 1.50 unit shall come equipped with a regenerative type blower capable of delivering 20-45 CFM [38-85 m3/hr]. The blower assembly shall include an inlet filter with metal filter element. The blower shall be mounted outside the tank on a contractor supplied concrete base. Blower piping to the tank shall use non-corrosive material (PVC, Galvanized, or Stainless Steel). Do not run galvanized pipe inside the treatment tank. Refer to Installation Manual for further details. 7. CONTROLSThe control panel provides power to the blower with an alarm system consisting of a visual and audible alarm capable of signaling blower circuit failure and high water conditions. The control panel is equipped with SFR® (Sequencing Fixed Reactor) timed control feature. A manual silence button is included. 8. INSTALLATION AND OPERATING INSTRUCTIONS All work must be done in accordance with local codes and regulations. Installation of the FAST 1.5 shall be done in accordance with the written instructions provided by the manufacturer. Manuals shall be furnished, which will include a description of system installation, operation, and maintenance procedures. 5. REMOTE MOUNTED BLOWERThe blower must not set in standing water and its elevation must be higher than the normal flood level. A two-piece, rectangular housing shall be provided. The discharge air line from the blower to the MicroFAST System, shall be provided and installed by the contractor. 6. ELECTRICALThe electrical source should be within 150 feet [45 meters] of the blower, consult local codes for longer wiring distances. All wiring must conform to all applicable codes(IEC, NEC, etc.). Wiring distances must prevent significant voltage loss. Input power on 0Hz electrical systems 110/220VAC, 1Ø, 5/2.5 FLA, on 50 Hz electrical systems 220VAC, 1Ø, 5.7 FLA. Other voltages and phase are also available. Actual power consumption varies with site conditions. All conduit and wiring shall be supplied by contractor. 9. FLOW AND DOSINGFAST systems have been successfully designed, tested and certified receiving gravity, demand-based influent flow. When influent flow is controlled by pump or other means to help with highly variable flow conditions, then multiple dosing events should be used to maximize performance. The flow rate shall not exceed 7.8 gpm (28 Lpm) with a maximum hourly flow not to exceed 10% of the design daily flow (150 gph (570 LPH)). 10.WARRANTYBio-Microbics, Inc. warrants all new residential FAST® models (MicroFAST® 0.50, 0.625, 0.75, 0.90, and 1.5) against defects in materials and workmanship for a period of two years after installation or three years from date of shipment which ever occurs first. All other FAST® system models are warranted for a period of one year after installation or eighteen months from date of shipment, whichever occurs first. All are subject to the following terms and conditions below:During the warranty period, if any part is defective or fails to perform as specified when operating at design conditions, and if the equipment has been installed and is being operated and maintained in accordance with the written instructions provided by Bio-Microbics, Inc., Bio-Microbics, Inc. will repair or replace at its discretion such defective parts free of charge. Defective parts must be returned by owner to Bio-Microbics, Inc.’s factory postage paid, if so requested. The cost of labor and all other expenses resulting from replacement of the defective parts and from installation of parts furnished under this warranty and regular maintenance items such as filters or bulbs shall be borne by the owner. This warranty does not cover general system misuse, aerator components which have been damaged by flooding or any components that have been disassembled by unauthorized persons, improperly installed or damaged due to altered or improper wiring or overload protection. This warranty applies only to the treatment plant and does not include any of the structure wiring, plumbing, drainage, septic tank or disposal system. Bio-Microbics, Inc. reserves the right to revise, change or modify the construction and/or design of the FAST system, or any component part or parts thereof, without incurring any obligation to make such changes or modifications in present equipment. Bio-Microbics, Inc. is not responsible for consequential or incidental damages of any nature resulting from such things as, but not limited to, defect in design, material, or workmanship, or delays in delivery, replacements or repairs. THIS WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES EXPRESS OR IMPLIED. BIO-MICROBICS SPECIFICALLY DISCLAIMS ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. NO REPRESENTATIVE OR PERSON IS AUTHORIZED TO GIVE ANY OTHER WARRANTY OR TO ASSUME FOR BIO-MICROBICS, INC., ANY OTHER LIABILITY IN CONNECTION WITH THE SALE OF ITS PRODUCTS. Contact your local distributor for parts and service.RECEIVED 09/10/25Page 28 of 45 Minimum leg extension assemblysee note 1-42 screws per side includedDETAIL SCALE 1 : 5 6 1/8" MIN15.4 MIN DETAIL SCALE 1 : 4NotesSecure leg extension to the FAST® unit by placing two screws on each side of the leg extension (4 screws per foot 1.are included).Cut 4" schd. 40 PVC pipe (not included) to obtain the desired height. Minimum pipe length of 6 1/8" [15.56cm] will 2.provide minimum clearance of 10". For heights greater than 18" [45.7cm] use schd. 80 PVC pipe (not included). Consult factory for extending leg beyond 36"[90cm].Anchor the leg extensions to the tank with non-corrosive hardware (not included) at the provided mounting points.3.If less than the specified minimums are considered necessary, consult factory for guidance.4.The air supply line into the FAST® unit must be secured to prevent vibration induced damage. The air supply line 5.should be secured with a non-corrosive clamp every 2ft [0.6m] minimum.Tank, anchors, piping conduit, blower, housing pad and vents are provided by others.6.BIO-MICROBICS © 201412/18/2006WEIGHTDO NOT SCALE UNLESS NOTED DIMENSIONS ARE IN INCHES [CENTIMETERS]TOLERANCES ± 0.02 IN/IN [± 0.05 CM/CM]DRAWNCHECKEDCTCMicroFAST 1.50 FAST UnitREVISED 9/18/2013PFTHE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF BIO-MICROBICS INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF BIO-MICROBICS INC. IS PROHIBITED. DESIGN AND INVENTION RIGHTS ARE RESERVED. IN THEINTEREST OF TECHNOLOGICAL ADVANCEMENT, ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE.SIZE DRAWING NUMBERANAME DATESHEET4 OF 4 lbWEIGHTDO NOT SCALE UNLESS NOTED DIMENSIONS ARE IN INCHES [CENTIMETERS]TOLERANCES ± 0.02 IN/IN [± 0.05 CM/CM]DRAWNCHECKEDPFMicroFAST® 1.50 DetailsINI-09-XTHE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF BIO-MICROBICS INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF BIO-MICROBICS INC. IS PROHIBITED. DESIGN AND INVENTION RIGHTS ARE RESERVED. IN THEINTEREST OF TECHNOLOGICAL ADVANCEMENT, ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE.NAME DATE9/18/2013REV. lb2" PVC CouplerFAST® Air LiftAlternate Air Supply Option2" Air Supply LineNon-corrosive clamp every 2 feet [0.6m]RiserNDS 6" Grate MIN 9 SQ in [60 Sq cm] of open surface area.FAST® Lid Vent OptionFasten with non-corrosive screwsNon-corrosive clamp every 2 feet [0.5m]2" Air Supply LineRiserFAST® Air Lift16" MIN40.6 MINRECEIVED 09/10/25Page 29 of 45 RECEIVED 09/10/25 Page 30 of 45 RECEIVED 09/10/25 Page 31 of 45 RECEIVED 09/10/25 Page 32 of 45 RECEIVED 09/10/25 Page 33 of 45 RECEIVED 09/10/25 Page 34 of 45 RECEIVED 09/10/25 Page 35 of 45 RECEIVED 09/10/25 Page 36 of 45 RECEIVED 09/10/25 Page 37 of 45 RECEIVED 09/10/25 Page 38 of 45 RECEIVED 09/10/25 Page 39 of 45 RECEIVED 09/10/25 Page 40 of 45 RECEIVED 09/10/25Page 41 of 45 PUMP REQUIREMENTS:- Elevation difference 7'- Friction losses 25'- Residual head requirement 5'- TDH 37'- 65 GPM at 37' TDH*actual depth dependent on revised sewercollection system elevations, installer shall install as shallow as possible. CROSS SECTION Existing gradeGREASE / SEPTIC TANKS*PROFILE - NTSIE 58.5'AEROBIC TREATMENTSAND LINED BEDIE 59' PUMP TANK SIZING CRITERIA:- 2 x 3000 gallon tanks, 88 gallons / inch combined.- 24" dead space x 88 = 2112 gallons- 1942 gallon operating zone / 88 = 22 inches- 2288 gallon (26") available emergency storageSHOLD EXCAVATING 360-385-0480 SHEET 2 OF 4 PUMP TANK PUMP ON 52' min 6" penetration(interior)timer activatehw level PUMP TANK PUMP TANK min 6" height fromtank floor(interior)-Flexible omni system coupling model 441 or equivalent,-(cut pipe, allow 1/2" gap).cast in boot(typ of 3) *not shown, but required:pump shroud per cut sheets4" PVC SCH 40 connecting pipes- Cast in flexible boot required at tank connection.-Bed in pea gravel to bearing soil to minimize settling.- Backfill / surround connections with Bentonite Clay.DETAIL PUMP TANK CONNECTIONS - NTSPLAN VIEW min liquid level: 24" - 2112 gal D.S.operating zone: 22" - 1947 gallonsemergency storage: 26" - 2288 gal(flood capacity not included) 72" inlet height(interior)inletpumpassembly QUILCENE COMMUNITY CENTERParcel # 937500501, 101, 201, 401SEC 24 TWP 27N R 2W294952 Highway 101 - QuilceneRECEIVED 09/10/25Page 42 of 45 OSS SITE PLAN - OVERALLQUILCENE COMMUNITY CENTERParcel # 937500501, 101, 201, 401SEC 24 TWP 27N R 2W294952 Highway 101 - QuilceneLot 11 Blk 4050'100'SCALE 1"=50 FEETdrawn by:reviewed:MPJGlocated by:JG & MPLot 10 Blk 4Lot 9 Blk 4Lot 8 Blk 4Lot 7 Blk 4Lot 6 Blk 4Lot 5 Blk 4Lot 4 Blk 4Lot 1 Blk 4Lot 2 Blk 4Lot 3 Blk 4Lot 1 Blk 1Lot 2 Blk 1Lot 3 Blk 1Lot 1 Blk 2Lot 2 Blk 2Lot 3 Blk 2Lot 4 Blk 2Lot 5 Blk 2Lot 1 Blk 5Lot 2 Blk 5Lot 3 Blk 5Lot 4 Blk 5Lot 5 Blk 5Lot 6 Blk 5Lot 7 Blk 5Lot 20 Blk 5Lot 19 Blk 5Lot 8 Blk 5Lot 18 Blk 5Lot 9 Blk 5Lot 17 Blk 5Lot 16 Blk 5Lot 10 Blk 5Lot 15 Blk 5Lot 14 Blk 5Lot 13 Blk 5Lot 12 Blk 5Lot 11 Blk 5Vacated R.O.W.Vacated R.O.W.Vacated R.O.W.Vacated R.O.W.SEP1977-00079SEP2001-00020 www1 0 0 ' w /r revision 8-12-24SL-1BuildingsContoursDrainfieldStump / TreeProperty lineSet backsWaterSoil logsSHOLD EXCAVATING 360-385-0480SHEET 3 OF 4Rose StreetS.R. 101Washington StreetWalker StreetSL-2SL-3SL-4SL-5SL-6SL-8SL-7tennis courts937500401937500501937500101937500201600' +/-367' +/-10' PUD water line easement(approximate) community centerprivyshed (no plumbing)coveredpicnic area(no plumbing) PRRPRPAGGSSPPSbathroom(proposed)sand lined bed(typ of 3) reservearea(typ of 3)(hatched) G - (cat 2) grease tank - 2 x 1000 gallonsA - (cat 2) Aerobic treatment unit - Microfast 1.5S - septic tanks - 3 x 1500 gallonsP - pump tank - 2 x 3000 gallons, tied at bottom (6000 gallons total)PR- 10' x 65' drainfield beds (3)- reserve drainfield areaProject scope: -Install 1942 GPD sand lined bed system (treatment level B) with category 2 treatment for proposed community center expansion. *water lines approximate, no existing or proposedin septic system install area.see waiverwell (public)* *well is not in use.RECEIVED 09/10/25Page 43 of 45 MP020'40'SCALE 1"=20 FEETdrawn by:reviewed:JGlocated by:JG & MP OSS SITE PLAN - DETAILQUILCENE COMMUNITY CENTERParcel # 937500501, 101, 201, 401SEC 24 TWP 27N R 2W294952 Highway 101 - Quilcene revision 8-12-24Elevations ApproximatePRELIMINARY-NOT FOR CONSTRUCTIONBuildingsContoursDrainfieldStumps / treesProperty lineSet backsWaterSoil logsSL10'1existing tennis courtsEast Property LineSHOLD EXCAVATING 360-385-0480SHEET 4 OF 4 SL2existing building(proposed bathroomfacility with showers)existing community center(proposed expansion ofkitchen facilities) separate waste line from non-kitchen sources(bathrooms)waste line from kitchen sources(category 2))12333445556667865'10'65'10'65' SL6SL4SL5SL3SL1Elevations:FF- 62'Stub EL- 59'**ST IE- 58.5'Pump on- 52'DF IE- 59 '**Current plumbing stub is deeper, building plumbing shall be modified to minimize depth of sewer stub. Consultation with installer is recommended.Proposed & Existing OSS Components: - 1-(Category 2) Proposed minimum 1000 gallon two compartment grease tanks (2) (see cut sheet). Risers to surface required.2-(Category 2) Proposed Biomicrobics Microfast 1.5 installed per manufacturer.* All tanks must be on current WSDOH approved list.**All tanks must observe 5' minimum setback from foundation and 10' from water lines.3-Proposed minimum 1500 gallon two compartment septic tanks (3) (see cut sheet). Risers to surface required. Tufftite EF-6 filter (or equivalent) in outlet baffle of 2nd septic tank as shown. **Observe 10' setback from foundation and water line in addition to 5' minimum setback from the property lines. 4-Proposed 6000 gallon pump tank (2 x 3000 gallons connected at bottom, see sheet 2). Risers to surface required. Orenco biotube PVU84-2419 required.5-Proposed 10' x 65' sand lined beds (3).6-100% reserve drainfield area.7-Existing tank to be decommissioned (SEP1977-00079)*8-Existing drainfield to be abandoned (SEP1977-00079)*Installation Notes:- Installer and/or owner shall verify locations prior to installation.- Installer may adjust tank locations within approved development areato allow for optimal sewage flow. Any change in location must meet all other regulatory requirements.- Installer may adjust drainfield layout / location within the immediate area of the approved soil logsto accommodate installation and/or tree preservation.- Designer must be notified of proposed location changes prior to installation.Relocation approval may require health department notification and a redesign with associated fees.- Contact designer at least 2 weeks prior to installation to coordinate required inspections.- Barriers may be required to deter vehicle entry to primary drainfield, reserve and tanks.Barriers shall be permanent. Barrier material may vary to meet customer preference, butmust be approved by the designer.Material Specifications:sewer line - 4" PVC ASTM 3034pump line - 2" PVC SCH 40fittings - PVC SCH 40distribution laterals - 1.25" PVC SCH 40sand - ASTM C-33riser fasteners: #14-14x2" hex washer head self-drilling stainless steel screws*Existing SEP1977-00079 abandonment / decommissioning notes:-Existing tank shall be pumped, lids removed, and filled with clean soil per WSDOH code.(documentation required).-Existing drainfield is to be abandoned and left in place*.* Disturbance of the existing drainfield during installation is not expected, however anycontaminated soil encountered during excavation shall be removed and placed as shown in the designto allow for pathogen die-off. The material shall be placed in lifts of no more than 6"-8", each lift coveredwith lime. It shall be covered and protected from erosion (covered with 6 inches of uncontaminatedsoil or other approved material).Site Development Notes:- Property boundaries taken from plat, and assessor map.Elevations scaled from Jefferson County GIS and are approximate.- Protect Drainfield Areas from vehicle traffic, excavation, burn piles, erosion,or any other soil disturbing activities.- Installation shall conform to plan specifications, applicable countyand state regulations, and industry standards. Any deviation / substitution must be approvedby designer and/or JCPH prior to installation.*spoils areaDrainfield sizing calculations:Soil type 1 - 1.0 GPD / SF loading rate1942 GPD design flow1942 / 1.0 = 1942 absorption area required10' x 65' beds (3) = 650SF x 3 = 1950 SF proposedTank sizing calculations:-3 x 1942 gallons = 5826 gallons primary tankage required (WSDOH)6500 gallons proposed- Secondary treatment (ATU) sizing per narrative.- Pump tank sized per cross section (sheet 2) sewer cleanout (typ)lateral cleanout (typ)monitoring port (typ)10' x 65' bed (typ of 3)(11' x 66' with sand buffer)passive air venting (typ)sewer linesrotating valve(see cut sheet) filter requiredfilter required seesheet2 100' w/rsewer line**Sewer line note:- waiver conditions apply.RECEIVED 09/10/25Page 44 of 45 Page 45 of 45