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02/16/2022 - PacketUtilities Committee Meeting Agenda February 16, 2022, 5:00 p.m. Pursuant to the Governor's "Stay Home - Stay Safe" Order, the City is prohibited from conducting meetings unless the meeting is NOT conducted in person and instead provides options for the public to attend through telephone access, internet or other means of remote access, and also provides the ability for persons attending the meeting (not in person) to hear each other at the same time. Therefore; Remote access only Link: https:Hus02web.zoom.us/'/87658652085 Webinar ID: 876 5865 2085 • 2021 Water Quality Report — Discussion • 2020 Water System Plan Update — Discussion • Outstanding Performance Wastewater Treatment Plant Award 2020 • DWSRF Well #11 Design —Update o DWSRF 2021 Award o Ad Ready Design Schedule • ARPA Funds — Update o Marina Pump Station 0 390-590 Old Clifton Intertie • Foster Pilot Project — Update o Tribal Relations o Next Steps • Splash Pad Retrofit — Update o Schedule • McCormick Water Campus — Update o McCormick Village Park Watermain Easement o New Watermain vs. Existing Watermain o Well #12 0 580 Reservoir 0 660 Reservoir Design ■ 60% Design Next Meeting: April 12, 2022 Future Agenda Items: • Well 13 and PRV's • McCormick Sewer PS #1 Repairs • Storm Drainage Comprehensive Plan • Option to Levy Excise Taxes on W/S • Bay Street - Street Lighting & Marquee • Water System Fluoridation BACK TO AGENDA • Sanitary Side Sewer Policy BACK TO AGENDA C P( City Council meets at 6:30 PM on the 2"d and 4th Tuesdays of each month at the Robert Geiger Council Chambers, City Hall, 216 Prospect Street. The public is always encouraged to attend. For questions about our water contact the Utility Manager, Jacki Brown, at (360) 876-4991 f FUTURE OF WATER WHERE WE GO FROM H€RE IS UP TO YOU. WATER QUALITY REPORT FOR 2021 PORT ORCHARD WATER DEPARTMENT, ID#68900 The City of Port Orchard boasts a vibrant and active community in one of the most beautiful waterfront scenes of the Pacific Northwest. It is the combination of great peo- ple and excellent resources that make the City a desired place in which to be connect- ed. Part of that connection is the precious resource of wa- ter that we all treasure so much. It is a primary focus of the City to not only protect this re- source, but to make improve- ments as we look toward the future. Our water has always been within the federal regu- lations set by the EPA, howev- er we are striving to not just meet these federal standards but to make every effort to provide the best quality water possible. In doing this we plan to provide exceptional water quality for years to come. Part of striving for such high water quality standards in- cludes capital planning both in the short and longterm. In 2019, the city completed a major treatment plant de- signed to remove aesthetical- ly displeasing particles like Manganese. Manganese is a naturally occurring mineral that can be found in water. Although our water is below the Federal standard, it can still cause minor discoloration in drinking water. Additionally the City is working to put three new wells in ser- vice. These wells are in a very deep aquifer to minimize im- pacts to surface water. These wells are designed and located in areas that allow us not only to have enough water today, but also for the de- mand of tomorrow as the City continues to grow. As Mark Dorsey, Public Works Director/City Engineer puts it, "Water is our most precious resource and as stewards of that water we strive to protect and deliver the best quality drinking water to the people we serve everyday." This is a principle that we focus on daily and we hope that it is apparent to you today and as we move into the future. BACK TO AGENDA The City of Port Orchard uses chlorine to ensure our water remains safe to drink throughout the distribution sys- tem. Additionally, we add trace amounts of fluoride to the water to promote dental health. Protecting our water sources is of the utmost importance and to that end, our Wellhead Protection Plan was adopted in 2012. It iden- tifies our well recharge areas and potential sources of contamination and is available for viewing in the Public Works Department at City Hall. The Washington State Department of Health, Office of Drinking Water has rated our wells in the low and moderate susceptibility ranges. Source water assessments for all Class A Community Water Systems in the State are available online at http://www.doh.wa.gov/com m u n itya ndenvi ro n ment/d ri n ki ngwater/sou rcewaterprotection/assessme nt.as px. In Washington State, lead in drinking water comes primarily from materials and components used in household plumbing. The more time water has been sitting in pipes, the more dissolved metals, such and lead, it may con- tain. Elevated levels of lead can cause serious health problems, especially in pregnant women and young chil- dren. To help reduce potential exposure to lead, flush water through the tap until the water is noticeably colder before using it for drinking or cooking. You can use the flushed water for water plants, washing dishes, or gen- eral cleaning. Only use water from the cold water tap for drinking, cooking, and especially for making baby for- mula. Hot water is likely to contain higher levels of lead. If you are concerned about lead in your water, you may wish to have your water tested. Information on lead in drinking water is available from EPA's Safe Drinking Water Hotline at 1-800-426-4791 or online at http://www.epa.gov/safewater/lead. To ensure that tap water is safe to drink, the Department of Health and EPA prescribe regulations that limit the amount of certain contaminants in water provided by public water systems. The Food and Drug Administration and the Washington State Department of Agriculture regulations establish limits for contaminants in bottled wa- ter that must provide the same protection for public health. A message from the EPA regarding water contaminants: Drinking water, including bottled water, may reasonably be expected to contain at least small amounts of some con- taminants. The presence of contaminants does not necessarily indicate that water poses a health risk. More infor- mation about contaminants and potential health effects can be obtained by calling the EPA's Safe Drinking Water Hot- line (1-800-426-4791). Some people may be more vulnerable to contaminants in drinking water than the general population. Immuno- compromised persons such as persons with cancer undergoing chemotherapy, persons who have undergone organ transplants, people with HIV/AIDS or other immune system disorders, some elderly, and infants can be particularly at risk from infections. These people should seek advice about drinking water from their helath care providers. EPA/CDC guidelines on appropriate means to lessen the risk of infection by Cryptosporidium and other microbial contaminants are available from the Safe Drinking Water Hotline (1-800-426-4791). The sources of drinking water (both tap and bottled water) include rivers, lakes, streams, ponds, reservoirs, springs, and well. As water travels over the surface of the land or through the ground, it dissolves naturally occurring minerals and, in some cases, radioactive material, and can pick up substances resulting from the presence of animals or from human activity. Microbial contaminants, such as viruses and bacteria, may come from sewage treatment plants, sep- tic systems, agricultural livestock operations, and wildlife. Inorganic contaminants, such as salts and metals, can be naturally occurring or result from urban storm water runoff, industrial, or domestic wastewater discharges, oil and gas production, mining, or farming. Pesticides and herbicides may come from a variety of sources such as agriculture, ur- ban storm water runoff, and residential uses. Organic chemical contaminants, including synthetic and volatile organic chemicals, are by-products of industrial processes and petroleum production. They can come from gas stations, urban storm water runoff, and septic systems. Radioactive contaminants can be naturally occurring or the result of oil and gas production and mining activities. E= d We are pleased to report that your water .� supply meets and exceeds all federal and state drinking water standards. Page 2 0o G BACK TO AGENDA Water Quality Data The water quality information presented in this table is from the most recent round of testing done according to the regulations. The presence of contaminants in the water does not necessarily indicate that the water poses a health risk. The EPA, through the Washington State Department of Health, Office of Drinking Water, requires us to monitor for certain contaminants less than once per year because the concentrations of these contaminants do not change frequently. Some of the data, though representative of the water quality, is more than one year old. The Office of Drinking Water reduced the monitoring requirements for Inorganic, Synthetic Organic, and Volatile Organic Chemicals because the sources are not at risk of contamination. The last sample collected for these con- taminants was found to meet all applicable standards. Contaminants MCL MCLG Highest Range of Sample Violation Typical Source of Contamination Level Detection Date Arsenic (ppb) 10 0 0.002 5/21 No Erosion of natural deposits; Runoff from orchards; Runoff from glass and electronics production wastes Fluoride (ppm) 4 4 0.86 7/21 No Erosion of natural deposits; Water addi- tive which promotes strong teeth; Discharge from fertilizer and aluminum factories Nitrate (ppm) 10 10 0.65 5/21 No Runoff from fertilizer use; Leaching from septic tanks, sewage; Erosion of natural deposits Gross Alpha (ppb) 15 N/A ND 5/21 No Erosion of natural deposits Radium (ppb) 5 N/A ND 5/21 No Erosion of natural deposits Haloacetic Acids (ppb) 60 N/A 2.4 ND-2.4 8/21 No By-product of drinking water disinfection Total trihalomethanes (ppb) 80 N/A 10 1.4-10 8/21 No By-product of drinking water disinfection Contaminants with Action AL MCLG 90th % Range of Sample Exceeds Typical Source Levels rather than MCLs Level Detection Date AL Copper (ppm) 1.3 1.3 0.03 ND-0.085 7/21 No Corrosion of household plumbing; Erosion of natural deposits Lead (ppb) 15 0 ND ND— 7/21 No Corrosion of household plumbing; 0.0011 Erosion of natural deposits Unregulated Contaminants Germanium (ppb) 0.317 0.317 6/19 N/A EPA has not established standards for unregulated contaminants. The pur- pose of this monitoring is to help EPA determine their occurrence in drinking water and potential need for future reg- Definitions Action Level (AL) - The concentration of a contaminant which, if exceeded, triggers treatment or other require- ments that a water system must follow. Lead and Copper 90th Percentile —Out of every 10 homes sampled, 9 were at or below this level. Maximum Contaminant Level (MCL) - The highest level of a contaminant that is allowed in drinking water. MCLs are set as close to the MCLG as feasible using the best available treatment technology. Maximum Contaminant Level Goal (MCLG) - The level of contaminant in drinking water below which there is no known or expected risk to health. MCLGs allow for a margin of safety. Parts Per Million (PPM) - One part per million or one milligram per liter (mg/L) corresponds to one penny in $10,000. Treatment Trigger (TT) - A required process intended to reduce the level of a contaminant in drinking water. ND— Not detected in the sample Page 3 BACK TO AGENDA Where your water comes from The system is supplied by groundwater from four wells located throughout the City that vary in depth from 240 feet to 806 feet below ground level including two flowing artesian wells. In addition, the City periodically pur- chases water from the City of Bremerton, which is supplied by numerous groundwater wells and their reservoir behind Casad Dam on the Union River. The City also has an emergency intertie with West Sound Utility District's water system. Protecting Your Drinking Water In general, the installation of plumbing in compliance with the plumbing code will provide adequate protection for your plumbing system from contamination. However, the water purveyor may require (as a condition of service) the installation of a backflow prevention assembly on the water service to provide additional protection for the public water system. A backflow preven- tion assembly will normally be required where a single-family residence has special plumbing that increases the hazard above the normal level found in residential homes, or where a hazard survey cannot be completed. To help determine if a backflow prevention assembly is required, the water purveyor may send residential cus- tomers a Cross Connection Control Survey Questionnaire. The water purveyor will evaluate the returned ques- tionnaires to assess the risk of contamination to the public water system. Based on the results of the evalua- tion, the installation of backflow prevention assemblies may be required on services to some customers. BACK TO AGENDA C .� P7( City Council meets at 6:30 PM on the 2nd and 4th Tuesdays of each month at the Robert Geiger Council Chambers, City Hall, 216 Prospect Street. The public is always encouraged to attend. For questions about our water contact the Utility Manager, Jacki Brown, at (360) 876-4991 7�` I;E FUTURE OF WATER WHERE WE GO FROM H€RE IS UP TO YOU. WATER QUALITY REPORT FOR 2021 MCCORMICK WOODS WATER SYSTEM, ID#40529 The City of Port Orchard boasts a vibrant and active community in one of the most beautiful waterfront scenes of the Pacific Northwest. It is the combination of great peo- ple and excellent resources that make the City a desired place in which to be connect- ed. Part of that connection is the precious resource of wa- ter that we all treasure so much. It is a primary focus of the City to not only protect this re- source, but to make improve- ments as we look toward the future. Our water has always been within the federal regu- lations set by the EPA, howev- er we are striving to not just meet these federal standards but to make every effort to provide the best quality water possible. In doing this we plan to provide exceptional water quality for years to come. Part of striving for such high water quality standards in- cludes capital planning both in the short and long term. In 2019, the city completed a major treatment plant de- signed to remove aesthetical- ly displeasing particles like Manganese. Manganese is a naturally occurring mineral that can be found in water. Although our water is below the Federal standard, it can still cause minor discoloration in drinking water. Additionally the City is working to put new wells in service. These wells are in a very deep aquifer to minimize impacts on surface water. These wells are designed and located in areas that allow us not only to have enough water today, but also for the de- mand of tomorrow as the City continues to grow. As Mark Dorsey, Public Works Director/City Engineer puts it, "Water is our most precious resource and as stewards of that water we strive to protect and deliver the best quality drinking water to the people we serve everyday." This is a principle that we focus on daily and we hope that it is apparent to you today and as we move into the future. PiVe BACK TO AGENDA The City of Port Orchard uses chlorine to ensure our water remains safe to drink throughout the distribution sys- tem. Protecting our water sources is of the utmost importance and to that end, our Wellhead Protection Plan was adopted in 2012. It identifies our well recharge areas and potential sources of contamination and is available for viewing in the Public Works Department at City Hall. The Washington State Department of Health, Office of Drink- ing Water has rated our wells in the low and moderate susceptibility ranges. Source water assessments for all Class A Community Water Systems in the State are available online at http://www.doh.wa.gov/com m u n itya ndenvi ro n ment/d ri n ki ngwater/sou rcewaterprotection/assessme nt.aspx. In Washington State, lead in drinking water comes primarily from materials and components used in household plumbing. The more time water has been sitting in pipes, the more dissolved metals, such and lead, it may con- tain. Elevated levels of lead can cause serious health problems, especially in pregnant women and young chil- dren. To help reduce potential exposure to lead, flush water through the tap until the water is noticeably colder before using it for drinking or cooking. You can use the flushed water for water plants, washing dishes, or gen- eral cleaning. Only use water from the cold water tap for drinking, cooking, and especially for making baby for- mula. Hot water is likely to contain higher levels of lead. If you are concerned about lead in your water, you may wish to have your water tested. Information on lead in drinking water is available from EPA's Safe Drinking Water Hotline at 1-800-426-4791 or online at http://www.epa.gov/safewater/lead. To ensure that tap water is safe to drink, the Department of Health and EPA prescribe regulations that limit the amount of certain contaminants in water provided by public water systems. The Food and Drug Administration and the Washington State Department of Agriculture regulations establish limits for contaminants in bottled wa- ter that must provide the same protection for public health. A message from the EPA regarding water contaminants: Drinking water, including bottled water, may reasonably be expected to contain at least small amounts of some con- taminants. The presence of contaminants does not necessarily indicate that water poses a health risk. More infor- mation about contaminants and potential health effects can be obtained by calling the EPA's Safe Drinking Water Hot- line (1-800-426-4791). Some people may be more vulnerable to contaminants in drinking water than the general population. Immuno- compromised persons such as persons with cancer undergoing chemotherapy, persons who have undergone organ transplants, people with HIV/AIDS or other immune system disorders, some elderly, and infants can be particularly at risk from infections. These people should seek advice about drinking water from their helath care providers. EPA/CDC guidelines on appropriate means to lessen the risk of infection by Cryptosporidium and other microbial contaminants are available from the Safe Drinking Water Hotline (1-800-426-4791). The sources of drinking water (both tap and bottled water) include rivers, lakes, streams, ponds, reservoirs, springs, and well. As water travels over the surface of the land or through the ground, it dissolves naturally occurring minerals and, in some cases, radioactive material, and can pick up substances resulting from the presence of animals or from human activity. Microbial contaminants, such as viruses and bacteria, may come from sewage treatment plants, sep- tic systems, agricultural livestock operations, and wildlife. Inorganic contaminants, such as salts and metals, can be naturally occurring or result from urban storm water runoff, industrial, or domestic wastewater discharges, oil and gas production, mining, or farming. Pesticides and herbicides may come from a variety of sources such as agriculture, ur- ban storm water runoff, and residential uses. Organic chemical contaminants, including synthetic and volatile organic chemicals, are by-products of industrial processes and petroleum production. They can come from gas stations, urban storm water runoff, and septic systems. Radioactive contaminants can be naturally occurring or the result of oil and gas production and mining activities. We are pleased to report that your water supply meets and exceeds all federal and state drinking water standards. Page 2 - oo G BACK TO AGENDA Water Quality Data The water quality information presented in this table is from the most recent round of testing done according to the regulations. The presence of contaminants in the water does not necessarily indicate that the water poses a health risk. The EPA, through the Washington State Department of Health, Office of Drinking Water, requires us to monitor for certain contaminants less than once per year because the concentrations of these contaminants do not change frequently. Some of the data, though representative of the water quality, is more than one year old. The Office of Drinking Water reduced the monitoring requirements for Inorganic, Synthetic Organic, and Volatile Organic Chemicals because the sources are not at risk of contamination. The last sample collected for these con- taminants was found to meet all applicable standards. Contaminants MCL MCLG Highest Sample Violation Typical Source of Contamination Level Date Nitrate (ppm) 10 10 ND 44/21 No Runoff from fertilizer use; Leaching from septic tanks, sewage; Erosion of natural deposits Gross Alpha (ppb) 15 N/A ND 5/21 No Erosion of natural deposits Radium (ppb) 5 N/A ND 5/21 No Erosion of natural deposits Haloacetic Acids (ppb) 60 N/A ND 8/21 No By-product of drinking water disinfection Total trihalomethanes (ppb) 80 N/A ND 8/21 No By-product of drinking water disinfection Contaminants with Action AL MCLG 90th % Range of Sample Typical Source Levels rather than MCLs Level Detec- Date tion Copper (ppm) 1.3 1.3 0.189 ND— 7/21 Corrosion of household plumbing; 0.255 Erosion of natural deposits Lead (ppb) 15 0 0.0015 ND— 7/21 Corrosion of household plumbing; 0.0033 Erosion of natural deposits Definitions Action Level (AL) - The concentration of a contaminant which, if exceeded, triggers treatment or other require- ments that a water system must follow. Lead and Copper 90th Percentile - Out of every 10 homes sampled, 9 were at or below this level. ND - None detected. Maximum Contaminant Level (MCL) - The highest level of a contaminant that is allowed in drinking water. MCLs are set as close to the MCLG as feasible using the best available treatment technology. Maximum Contaminant Level Goal (MCLG) - The level of contaminant in drinking water below which there is no known or expected risk to health. MCLGs allow for a margin of safety. Parts Per Million (PPM) - One part per million or one milligram per liter (mg/L) corresponds to one penny in $10,000. Treatment Trigger (TT) - A required process intended to reduce the level of a contaminant in drinking water. ND— Not detected in the sample Page 3 BACK TO AGENDA Where your water comes from The system is supplied by groundwater from two wells located on St. Andrews Drive that vary in depth from 188 feet to 283 feet below ground level. In addition, the City periodically purchases water from the City of Bremerton, which is supplied by numerous groundwater wells and their reservoir behind Casad Dam on the Union River. Protecting Your Drinking Water In general, the installation of plumbing in compliance with the plumbing code will provide adequate protection for your plumbing system from contamination. However, the water purveyor may require (as a condition of service) the installation of a backflow prevention assembly on the water service to provide additional protection for the public water system. A backflow preven- tion assembly will normally be required where a single-family residence has special plumbing that increases the hazard above the normal level found in residential homes, or where a hazard survey cannot be completed. To help determine if a backflow prevention assembly is required, the water purveyor may send residential cus- tomers a Cross Connection Control Survey Questionnaire. The water purveyor will evaluate the returned ques- tionnaires to assess the risk of contamination to the public water system. Based on the results of the evalua- tion, the installation of backflow prevention assemblies may be required on services to some customers. BACK TO AGENDA 2021 Drinking Water State Revolving Fund Construction Loans -FUNDED (January 2022) Brief Project Description Applicatio Total Funding Final Legislative n ID Applicant Organization Project Name Project County Requested Score Population District This is phase 2 of the project. Bill Point Water System recently experienced coliform bacteria in its water system and has aging infrastructure. The owners of Bill Point Water System petitioned Kitsap PUD to assume ownership of their water system. This project includes: connecting Bill Point Water System to Island Utility and South Bainbridge Regional Water Systems; replacing distribution lines within Bill Point Water System; manganese treatment at Bill Point, Island Utility, South Bainbridge's well; and new well for South Bainbridge to support serving Bill Point. At 2021- Kitsap Public Utility South Bainbridge the end of the project, Bill Point will be permanently owned, operated, and maintained by 3976 District#1 Consolidation Kitsap $ 2,434,453.50 118 2,103 23 Kitsap PUD. This project includes construction a new 1,500 gpm minimum capacity source well on City - owned property. The new source well is planned to draw water from the higher yielding Wanapum Basalt Aquifer (WBA) and will be drilled to a depth of about 1,200 feet. Constructing a new WBA well will help offset the significant capacity loss and address rising nitrate issues because the City's existing WBA wells have low nitrate concentrations. The new source well improvements will include a new wellhouse building, well pump and VFD, chlorine disinfection equipment, electrical gear, standby engine generator and automatic transfer switch, and piping to the existing distribution system. The source well improvements project will also include rehabilitation of at least one of the City's source wells that has 2021- Source Well Improvements experienced severe capacity declines due to biofouling and encrustation. 4009 City of Grandview and Rehabilitation Yakima $ 3,578,329.00 113 11,010 15 The project will construct the new WTP Building on the new siteat a higher elevation and will be flood -proofed to improve facility resilience, the existing membrane treatment equipment will be relocated into the new building. A new clear well will be constructed adjacent to the new facility. New piping, electrical, and control equipment will be installed, and raw water will be supplied to the new WTP Building from a recently acquired surface water withdrawal 2021- site approximately 2,000 feet downstream, where the new water intake, pump station and 3979 Boistfort Valley Water Boistfort Surface Water Inta Lewis $ 3,612,972.00 85 2,389 20 conveyance line will be installed to supply the system. Additional Phase of consolidation of the former Eastside Liberty Lake Improvement Club water system. This project includes replacement of deteriorated and undersized water mains Liberty Lake Sewer Eastside Liberty Lake within the former Eastside system to reduce water loss from leakage and improve 2021- and Water District No. Consolidation Project, operational efficiency, system reliability, pressure and fire flow. Some lead joint pipes will be 3988 1 Phase 4 Spokane $ 1,075,801.50 1 71 10,645 4 1 replaced in this project. BACK TO AGENDA This is a multiple phased project to improve the City's source of supply and system reslience. In this Phase 2, the project will include adding permanent backup power and ancillary equipment to the Intake Pump Station (IPS), and upgrade backup power at the WPWTP. A drain will be added to the existing clearwell to allow better control of clearwell performance, and the stormwater infiltration facility will be relocated. The clearwell is the primary resource for meeting chlorine contact time before water is available to the first customer. Drying beds for the solids handling facilities are also planned. Adding a finished West Pasco Water water pump station with two pumps that will pump directly to Zone 3 bypassing the 2021- Treatment Plant intermediate and lower zones, providing system resilence. One additional raw water pump 3997 City of Pasco Improvements (Phase 2) Franklin $ 9,753,258.92 69 77,540 9, 16 will be added to the IPS in this phase. Design and construction of a water transmission line (TL) 5.3 miles in length will be constructed from the District's Water Treatment Plant (WTP) at Judy Reservoir to Mount Vernon. This is a replacement of the existing 24-inch TL which will be abandoned in place. The new pipe will be sized for future capacity needs and will replace an aging pipe. Other improvements include a new fiber optic conduit for future use paralleling the new TL, a new Judy Reservoir to Mount distribution line paralleling the TL for a segment within the Old Day Creek Rd. right of way 2021- Public Utility District Vernon Transmission Line and new source meter to help with water system efficiency reporting. 3977 No. 1 of Skagit County Ph. II Skagit $ 13,130,000.00 68 82,542 39,40 This project includes 2,200 linear feet of 8-inch water main will be extended north along Ferncliff Avenue NE and south on Grand Avenue NE from NE Garibaldi Loop to Fenton City of Bainbridge Ferncliff Water Main Road to serve an isolated City -owned private water system known as Casey Street and the 2021-4016 Island Extension Kitsap $ 800,000.00 67 12,384 23 non -City owned Ferncliff Water Association Group A water system. To support consolidation of the Wallula water service area, the Port would need to increase system reliability and resiliency by constructing a new deep basalt well and converting one additional existing shallow alluvium well to municipal supply for blending with the new basalt well water source. This would provide a redundant well source for each of the well source types for blending purposes. The proposed project would also include installing 2021- Wallula Dodd Water approximately 16,850 linear feet of 18-inch diameter distribution main connecting the 3998 1 Port of Walla Walla ISystem Consolidation lWalla Walla 1 $ 2,525,000.00 1 651 1461 16 1 reservoir to the users. BACK TO AGENDA This project includes the following: 1) Replacing the existing distribution system with approximately 1,645 If of 2-inch HDPE piping, approximately 2,975 If of 8-inch HDPE piping, and several blow -off valves. This replacement will reduce the risk of contamination due to leaking pipes and add resiliency to the system. 2) Installing service meters on all 35 connections. 3) Merging the two pressure zones into one pressure zone, removing the 3 HP pump, installing pressure reducing valves as needed at the lower services, and replacing the hydropnuematic tank with two 80-gallon pressure tanks and variable frequency drives on an updated booster pump system. This will reduce energy consumption, provide redundancy, and make the system more efficient. 4) Other tank and pump house upgrades to protect the WHWS's water supply and add resiliency to the system include: sealing the top of the existing tank to prevent rainwater infiltration; digging down around the tank to prevent people from inadvertently driving on top of it, and/or stormwater from flowing across it; updating the Woodland Heights Pump electrical system in the pump house; and replacing the manual Single Phase generator with Woodland Heights House and Water a new 3 Phase generator with an automatic transfer switch for startup during a power 2021- Maintenance Distribution System outage. 3989 lAssociation Upgrade King $ 560,071.54 59 108 45 This proposed project includes replacement of 4,620 feet of 44-year-old pipe and inadequate under sized water mains, installation of properly sized water distribution piping will prevent system pressure loss, drinking water contamination and possible water main failures. This funding request would cover 100% of the estimated total project cost and would substantially 2021- Pend Oreille Public Sunvale Acres Distribution resolve any long-standing drinking water pressure problems for households. 3974 Utility District Replacement Project Pend Oreille $ 591,282.60 55 65 7 The Well 11 improvements include: • A small well house, well pump, valves, meter, and piping to convey well water to the new on -site booster pump station/water treatment building. A well has been drilled and capped. • Booster pump station with water treatment systems. The pump station will pump water to a new on -site water tank. The treatment systems will include: Chlorination feed system; Filtration backwash system if water quality analyses dictate; Provisions for backwash water disposal, if needed; Fluoridation feed system (possibly depending on citizen vote outcome) The pump station will be a CMU or prefabricated building with the necessary mechanical and electrical support systems. An on -site standby generator is included. • A water storage tank. It is currently estimated that a 500,000-gallon tank would be required for a well production rate of 750 gpm. Tank sizing will need to be confirmed during design. This improvement also includes the required inlet/outlet pipe(s). • Site development will include site grading, access road improvements, stormwater Well 11 Development, management, security, lighting, landscaping, sewer routing, fencing, and parking. 2021- Treatment, and Booster 3982 City of Port Orchard Pump Station Kitsap $ 8,080,000.00 55 2,760 26 BACK TO AGENDA The City was offered funding for their 2020 unfunded project.The City utilizes two above grade, welded steel reservoirs for potable water storage and service. Reservoir 1 was constructed in 1973 and Reservoir 2 was constructed in 1989. A recent study indicated that both reservoirs are seismically deficient. These reservoirs are the primary supply for the City's water system and are critical for both domestic water supply and fire suppression.The Winslow Water Tank Replacement project demolishes existing reservoir tank 1, constructs a new reservoir tank, retrofits a neighboring tank 2 with seismic upgrades, controls, and piping, installs system pressure reducing valves and piping, and modifies system booster pumps.The project costs may include but are not limited to: engineering, cultural and historical resources, environmental documentation, review, permits, public involvement, bid documents and construction. The project needs to meet all applicable Local, State, and/or Bainbridge Island, City Reservoir 1 and 2 Seismic Federal standards. This project is partially funded by the Public Works Board. 2021-4017 of Upgrades Kitsap $ 6,831,301.65 53 12,074 23 This project includes construction of approximately 2,580 linear feet of 6-inch diameter DR- 18 AWWA C900, 2,170 linear feet of 4-inch diameter DR-18 AWWA C900, and 3,570 linear feet of 2-inch diameter schedule 40 PVC for main lines to replace the entire distribution system of the Western Ranchettes Water System. Piping costs to include: pipe, valves, hydrants, backfill, bedding, traffic control, surface restoration, connection of service lines to 2021- Western Ranchettes the system, utility relocation as needed, and other appurtenances. Installation of service 4008 lWestern Ranchettes system repairs Pierce $ 1,762,719.67 50 250 2 meters on service connections. This project will replace 3,000 feet of AC water main located on First Street, South Chelan Avenue, and the two blocks of Eighth and Seventh Streets. The project includes installation of 2,000 feet of 4-inch ductile iron, 1,000 feet of 8-inch ductile iron, and replacement or reconnection of 80 existing water services. The 4-inch asbestos -cement pipe will be 2020 AC Main removed and the 8-inch asbestos -cement pipe will be filled with grout. Construction will 2021- Replacement on 8th & 7th, include a full overlay of the roads for complete restoration. Work also includes replacement 3984 City of Wenatchee Chelan Ave and 1st Street Chelan $ 1,054,897.54 48 27,286 12 of water services lines and a fire hydrant. This project includes construction of approximately 24,000 linear feet of 6-inch, 4-inch, and 2 inch pipe with HDPE, or other cost-effective material, distribution mains to replace the entire distribution system of the Lake Arrowhead water system. Piping costs to include: pipe, 2021- Mason County PUD Lake Arrowhead Mainline valves, backfill, bedding, traffic control, surface restoration, connection of service lines to the 4001 No 1 Replacement Mason $ 2,533,340.38 45 330 35 system, and other appurtenances. This project includes the construction of a new 3.5 million gallon water reservoir adjacent to the existing Thorpe Road tank in southwest Spokane. This reservoir serves the City's Low Pressure Zone and supplies water to the SIA Pressure Zone through the Thorpe Road Booster Station. Minor yard piping and connections to the water system are also included as part of the project as well as a vault structure. This will be a new reservoir and will 2021- supplement the existing reservoir, which will remain in service. 3983 1 City of Spokane IThorpe Reservoir #2 JSpokane 1 $ 7,827,500.00 1 411 227,509 6 BACK TO AGENDA This project includes construction of approximately 1,500 linear feet of 4-inch transmission/distribution main located along N US HWY 101 between Piping costs to include: pipe, valves, bore lines, backfill, bedding, traffic control, surface restoration, service 2021- Mason County PUD Canal Beach Tracts connections, utility relocation, dewatering, hydrants, connection to existing system, and other 4004 No 1 Mainline Replacement Mason $ 126,127.38 41 102 35 appurtenances. This project includes construction of approximately 43,142 linear feet of 8-inch, 6-inch, and 4 inch transmission/distribution main throughout the distribution . This pipe is to replace approximately 8,505 linear feet of 8-inch AC, 30,176 linear feet of 6-inch AC, and 4,461 linear feet of 4-inch AC mainline throughout the system. Piping costs to include: pipe, bores, 2021- Mason County PUD Alderbrook Mainline valves, backfill, bedding, traffic control, surface restoration, connection to existing system, 4007 INo 1 Replacement Mason $ 2,990,271.95 41 1,781 35 hydrants and other appurtenances. This project includes the construction of 3 segments of mainline. Including approximately 600 linear feet of 6-inch HDPE, or other cost effective material, to replace the existing 2-inch PVC mainline along Main St, ending near HWY 106. Construction of approximately 2,204 linear feet of 4-inch HDPE to replace the existing 2-inch PVC mainline along Highway 4961 E SR 106 to 4500 E SR 106 and construction of approximately 5,536 linear of 8-inch HDPE and 3,453 linear feet of 6-inch HDPE or other cost effective material. AC pipe will be abandoned in place following standard best practices. Project costs to include: pipe, valves, backfill, bedding, traffic control, hydrants, surface restoration, connection to existing system, bore locations, casing pipe or encasement, mainline meters, service connections, utility Mason County PUD Union System Mainline relocation, dewatering, and other appurtenances. 2021-4014 No 1 Replacement Mason $ 1,020,346.91 41 623 35 This project includes construction of approximately 1,500 linear feet of 2-inch poly transmission/distribution main located along N Lake Cushman Road between 580 - 680 N Lake Cushman Rd. Piping costs to include: pipe, valves, backfill, bedding, traffic control, Mason County PUD Hoodsport Mainline surface restoration, connection to existing system, hydrants, service connections, utility 2021-4015 No 1 Replacement Mason $ 102,280.94 41 353 35 relocation, dewatering, and other appurtenances. This project includes construction of approximately 6,300 linear feet of 4-inch and 2-inch HDPE, or other cost effective material, distribution mains to replace the entire distribution system of the Ripplewood Tracts Water System. Piping costs to include: pipe, valves, 2021- Mason County PUD Ripplewood Mainline backfill, bedding, traffic control, surface restoration, connection of service lines to the 3999 No 1 Replacement Mason $ 712,819.80 41 45 35 system, and other appurtenances. BACK TO AGENDA This water main replacement project will focus on the replacement of leaking water mains that will also improve fire flow to all areas of the water system. The recommended improvements to the water distribution system for this project include approximately 10,550 feet of 8-inch and 12-inch diameter water mains focused on the airport terminal area and northern areas of the water system. Walla Walla Airport Water 2021-4011 Port of Walla Walla System Improvements Walla Walla $ 1,999,800.00 40 280 16 The Town was offer funding for their 2020 unfunded project. The project will replace all water meters with remote read meters with backflow protection. Additionally, all unmetered services will have meters added.The Town's 2019 Water Use Efficiency Report showed a 44.9% water loss which is obviously much higher than the 10% rule. In 2017, the Town Water Meter Replacement replaced 15,000 linear feet of water mains that were in desperate need of replacement. 2020-391 Town of LaCrosse Project JWhitman 1 $ 233,714.00 1 17 297 9 TOTAL 1 $ 73,336,289.28 Loans -Withdrawn 2021 Drinking Water State Revolving Fund Construction Brief Project Description Applicatio Total Funding Prelim Legislative n ID Applicant Organization Project Name Project County Requested Score Population District Union AC Mainline this project was combined into 4014 2021-4005 Mason County PUD No 1 Replacement Mason $ 716,796.73 41 623 35 Hwy 106 to Union Mainline this project was combined into 4014 2021-4006 Mason County PUD No 1 Replacement Mason $ 211,281.91 41 623 35 Due to PFAS contamination in the West Plains aquifer the City is looking to replace it's drinking water source with water from the Spokane Valley / Rathdrom Prarie Aquifer (SVRPA). This project Contaminated Water includes drilling a new well in the SVRPA, installing the necessary pump, piping, well house, and Resource Replacement emergency standby generator. It also includes installing approximately 6.6 miles (35,000) of 16" 2021-3992 City of Airway Heights Project Spokane $ 8,000,000.00 96 9,489 6 water transmission main and an new water booster station. Design and install manganese removal treatment. The Bay East water system exceeds the MCL for manganese. The system needs to have the design done and treatment system installed. The PUD will need to acquire the property next to the well to accommodate the building and a settling pond Bay East Manganese for the treatment. Once the building is built, fencing will need to be installed around the building 2021-4000 Mason County PUD No 1 Treatment Mason $ 1,067,929.07 56 94 35 and settling pond for safety BACK TO AGENDA Design and install manganese removal treatment. The Arcadia Estates water system exceeds the MCL for manganese. The system needs to have the design done and treatment system installed. An Arcadia Estates Manganese additional building will be built to accommodate the treatment and a settling pond will be installed. 2021-4002 Mason County PUD No 1 Treatment Mason $ 1,067,929.07 56 108 35 Design and install manganese removal treatment. The Harstene Retreat water system exceeds the MCL for manganese. The system needs to have the design done and treatment system installed. An Harstene Retreat Manganese additional building will be built to accommodate the treatment and a settling pond will be installed. 2021-4003 Mason County PUD No 1 Treatment Mason $ 1,067,929.07 56 72 35 Major project elements include construction of a 24' x 16'-8" CMU building on Well 10 Site to house a skid mounted packaged manganese filtration system. The south and west walls of the building will be at the bottom of the slope, with a retaining wall incorporated into the building walls on those two sides. A 5,550 gallon backwash tank will be installed on a concrete pad to hold backwash from the filters. A 10'x2' infiltration trench will be installed on site to allow the backwash to be infiltrated into subsurface soils. Additional elements include piping from the existing well building to the new Well 10 Manganese filtration building; piping from the filtration building back to the water main; backwash water piping Manchester Water Treatment System Design and from the filtration building to the backwash tank and piping from the backwash tank to then infiltration 2021-4013 District Engineering Kitsap 1 $ 934,250.00 1 9,9551 26 trench. $ 13,066,115.85 BACK TO AGEND/bi McCormick Woods Well 11 Site Improvements - Final Design, Phase 2 ID Task Name Duration 5aart f wg2, 2a22 f Half; 2823 1 P N A N A N D P N A N i a 1 Task 1- Project Management Notice to Proceed 1.1 Project Kick -Off Meeting 1.2 PMP Submit PMP to Ciry 1.3 Monthly Status Reports 1.4 Coordination with the City 1.5 Cons. hoot Team Coordination Task 2-Preliminary Design 2.1 Review Data and Information 2.2 Go.ochnical Explorations and Report Submit Draft Geotech Report to City for Review Ciry Review Receive City Comments Finalize Geotech Report Submlt Final Geotech Report to Ciry 2.3 Preliminary Design Report/DOH Report Submlt Draft PDR/DOH Report to City for Review Ciry Review Receive City Comments Update PDR/DOH Report Submlt Final PDR/DOH Report to Cityand DOH DOH Review period Revise PDR/DOH report based on DOH comments Task 3-Permitting 3.1 Data ColleNon and Review 3.25ite Visit 3.3 A-p for Pre-App Meeting with Ciry DCD Pre-App Meeting with City DCD 3.45EPACheckhst 3.5 Letter Report Submit Draft Letter Report to Murraysmith for Review M,r rnith Review Incorporate Comments Submlt Draft Letter Report to City Ciry Review Incorporate City Comments Submit Final Letter Report to City 3.8 Project Narrative 3.95ERP Prepare SERP Documents Submit Draf[SERP to City City Review Incorporate city Comments Submit Final SERP to Regulatory Agencies 3.10 Submit Final Plans and Specs for DOH Approval 3.11 City Permits Prepare Ciry Permits Applicadom Submit City Permits Applications 3.12 NPDES Conshuction 5[ormwa[er General Permit Prepare CGSWG Permit Application Submit CGSWG Permit to Ecology 3.13 Assist with City Council Presentations Task 4- Cultural Resources Reviaw 4.1 Data Review and Tri ba l Contact 4.2 Fieldwork 4.3 Archaeological Survey Report Submit Draft Survey Report to Murreysmith for Revew, Murreysmith Review Incorporete Comments Submit Draft Survey Report to City Ciry Review Incorporate City Comments Submit Final Survey Report to City Task 5-Publk Outreach 5.1 General Public Outreach Task 6-W%Final Design 6.1 Prepare 60%Design Drawings, Specs, OPCC, and Schedule Submit 60%Des'gn to City Ciry Review 6.26" Design Review Workshop with City Task T- W%Final Design 7.1 Prepare 90%Design Drawings, Specs, OPCC, and Schedule Chant 90%Des'gn WCity and DOH for Review City and DOH Review 7.29" Design Review Workshop with City 7.390% Design Review Workshop with DOH Task8-100-mal Design 8.1 Prepare 100%Design Drawings, Specs, OPCC, and Schedule Submit 100% Design to Cityand DOH for Review City Review 8.21W% Design Review Workshop with City Task 9- Final Contract Dowments 9.1 Prepare Final Contract Documents submit Final Contract Documents for Bidding Task 10- Bid Pedod Services 10.1 Mandatory Pre -Bid Meeting 10.2 Responses [o Bidder lnquines and Addenda 10.3 Bid Evaluation Support 10.4 Conformed CDs Submit Conformed CDs to City COWBUCOON SCHEDULE(ESTIMATED) 373 days Wed)/28/21 3days Wed?/28/21 3days Wed 9/8/21 5days Thu 8/26/21 3days Wed 9/1121 323 days Wed 7/28/21 323 days Wed?/28/21 323 days Wed?/28/21 190 days Wed 9/8/21 20 days Wed 9/8/21 45 days Mon 9/20/21 0days Fn 11/19/21 10 days Mon 11/22/21 0day, Fri 12/3/21 10 days Mon 12/6/21 0days Fn 12/17/21 120 days Wed 9/8/21 3days Tue 2/22/22 10 days Wed 2/23/22 0day, Tue 3/8/22 10 days Wed 3/9/22 0days Tue 3/22/22 40 days Wed 3/23/22 10 days Wed 5/18/22 365 days? Wed 9/8/21 20 days Wed 9/8/21 3days Tue 10/5/21 3days Wed 3/23/22 0 days Fn 3/25/22 20 days Wed 6/15/22 5 days Wed 9/8/21 3days Tue 9/14/21 5days Wed 9/15/21 5days Wed 9/22/21 3days Tue 9/28/21 6days Wed 9/29/21 5days Thu 10/7/21 3days Wed 10/13/21 30 days Wed 3/23/22 50 days Wed 6/15/22 30 days Wed 6/15/22 3days Tue 2/26/22 30 days Wed?/2?/22 30 days Wed 8/10/22 3days Tue 8/23/22 3days Tue 1/31/23 30 days Wed 6/15/22 30 days Wed 6/15/22 3days Tue 7/26/22 20 days Wed 6/15/22 20 days Wed 6/15/22 0days Tue?/12/22 lday? Wed 9/8/21 41 days Mon 9/13/21 16 days Mon 9113/21 5days Tue 10/5/21 ?days Tue 10/12/21 3days Wed 10/20/21 3 days Thu 10/21/21 0 days Mon 10/25/21 3days an 10/25/21 6days Tue 11/26/21 4days Wed 11/3/21 0days Mon 11/8/21 3SS days Wed9/8/21 365 days Wed 9/8/21 70 days Wed 3/23/22 6. days Wed 3/23/22 0days Tue 6/14/22 30 days Wetl 6/15/22 .days Tue 6/28/22 95 days Wad 6/29/22 45 days Wed 5/29/22 3days Tue 8/31/2 4. days Wetl B/31/22 .days Tue 10/25/22 3days Too 11/8/22 40 days Wed 31/9/22 30 days Wed 11/9/12 3days Tue 12/20/22 10 days Wetl 12/21/22 3days Tue 1/3/23 20 days Wed 1/4/23 20 days Wed 1/4/23 3days Tue 1/31/23 45 days Wed 2/8/23 0days Mon 2/13/23 20 days Wetl 2/8/23 5days Wetl 3/8/23 20 days Wed 3/15/23 .days Tue4/11/23 350days Wed5/10/23 may . 1 �1 12/3 ♦12/1T 11 19/14 9/28 ♦10/13 �1 /20 •� 10/25 ♦11/8 Eon 2/22 3/s 3/22 325 "'B""17/2 ]/26 p 1 Fl 1/14 6/28 ♦ 1/31 5 11/8 1/3 1 2/13 2 3 I 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 2I 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 1 48 49 so st 52 53 SI s5 A sT 58 59 6. 61 62 63 64 65 66 6T 68 69 70 71 R 73 T4 75 76 i? T8 T9 80 81 82 83 85 85 a6 87 88 89 9. 91 92 City of Port Orchard McCormick Woods Well 115ite lmprwe-- Final Design and E,b..ted Con 2022 February T , Bl_ r :k P1 ......... Niamn. • -11 aroma 'I P i s ry summary F-1 Iren.w rask �� Imnne i.nore N'I f� Imnne summary o .iwa , N IT a �1 Duneon-any N.iwa ammary now 1.n-Dory Is P s ® M-1sommary P1 Fim-1, C m. .: Bl_ ce. une ♦ anal Pmsaaaa Eire Ir b a' m 3 6rtamal Nil.- ♦ P__ Page 1 BACK TO AGENDA ORCHARD MCCORMICK VILLAGE PARK SPLASH PAD RETROFIT JANUARY 2022 INDEX OF DRAWINGS (;FNFRAI # CV.01 G1.0 G2.0 C1.0 CIA A1.0 L1.0 L2.0 L4.0 L4.1 L4.2 L4.3 L4.4 E1.0 E1.1 So.00 S0.01 S1.00 S4.00 S4.01 COVER SHEET EXISTING AS -BUILT PLAN EXISTING CONDITIONS TESC PLAN TESC DETAILS MECHANICAL BUILDING DEMOLITION PLAN SCHEMATIC PIPING PLAN DETAILS DETAILS WATER TREATMENT WATER TREATMENT DETAILS GRINDER PUMP DETAILS ELECTRICAL PLANS AND SCHEDULES ELECTRICAL SPECIFICATIONS PUMP SKID STRUCTURAL NOTES STRUCTURAL NOTES STRUCTURAL PLANS STRUCTURAL DETAILS STRUCTURAL DETAILS OVERHEAD SERVICE ALERT ONE -CALL NUMBER 811 CALL TWO BUSINESS DAYS BEFORE YOU OVERHEAD UNDERGROUND SERVICE ALERT ONE -CALL NUMBER 811 CALL TWO BUSINESS DAYS BEFORE YOU DIG GENERAL NOTES 1. CONTRACTOR SHALL HAVE BEEN IN BUSINESS UNDER THE SAME NAME THE LAST 5 CONTINUOUS YEARS AND SHALL PROVIDE A MINIMUM OR 3 CONSTRUCTION PROJECTS WHICH ARE SIMILAR IN TYPE, SIZE, AND SCOPE OR WORK REQUIRED FOR THIS PROJECT. 2. THE SCOPE OR WORK FOR THIS PROJECT CONSTITUTES AS PUBLIC WORK UNDER STATE LAW BIDDERS SHOULD TAKE INTO CONSIDERATION STATUTORY LEGAL REQUIREMENTS, PARTICULARLY, THE PAYMENT OR PREVAILING WAGES, PAYMENT/PERFORMANCE BONDS AND SALES TAX IMPLICATIONS IN MAKING THEIR BID. 3. CONTRACTOR IS RESPONSIBLE FOR VERIFYING CONDITIONS IN THE FIELD PRIOR TO BID SUBMISSION. ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND PROJECT INTENT/CONTRACT DOCUMENTS AFFECTING THE COST OR THE PROJECT SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE IMMEDIATELY. 4. IT IS THE RESPONSIBILITY OR THE CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION. COST OR LOCATES IS THE SOLE RESPONSIBILITY OR THE CONTRACTOR. 5. OWNER IS RESPONSIBLE FOR OBTAINING ALL PERMITS. 6. THESE CONSTRUCTION DOCUMENTS ARE NOT COMPLETE UNLESS ACCOMPANIED BY THE PROJECT MANUAL, SPECIFICATIONS, AND BID FORM PROVIDED BY THE CITY OR PORT ORCHARD THAT CONFORM TO WASHINGTON STATE REGULATIONS. 7. CONTRACTOR IS RESPONSIBLE FOR INCIDENTAL TRAFFIC CONTROL MEASURES AS REQUIRED IN ACCORDANCE WITH THE MANUAL ON TRAFFIC CONTROL DEVICES (MUTCD) AND WASHINGTON STATE MODIFICATIONS TO THE MUTCD. 8. AREAS DISTURBED OR DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE CONSTRUCTED OR RESTORED TO ORIGINAL CONDITIONS OR BETTER. THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING CONDITIONS PRIOR TO CONSTRUCTION ACTIVITIES AND ANY DAMAGES THAT MAY OCCUR. 9. OWNER WILL FURNISH COMPACTION & MATERIAL TESTING. IF CONTRACTOR RAILS TESTING, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL TESTING UNTIL COMPACTION AND MATERIALS MEET SPECIFICATION. a o \ o' o pI d d LOCATION MAP DESIGN MODIFIED BY: ADDRESS: LEE H/ ODELL, PE 3201 SW OLD CLIFTON ROAD MURRAYSMITH, INC PORT ORCHARD, WA 98367 PHONE: 971-285-7926 EMAIL: LEE.ODELL@MURRAYSMITH.US OWNER: ELECTRICAL: CITY OF PORT ORCHARD 216 PROSPECT STREET INDUSTRIAL SYSTEMS PORT ORCHARD, WA 98366 STRUCTURAL: JACKOLA 00-0000.000 i--I X > W CD X w o U 0 = W X Z X X X Z �awa Z > CD N Q�?v OLu 3 a F 7y�;,bt S eP ZZ _= w a a N w Swz� F. F s QQ'Z6 f NQ3U �o O > x Z Efo� xFzo _Zr o „r w u Q a x G Z M a � a Do ViZ0% J Lu OG 00 J u°C i O Z O U00 00 u~i N CH ` M W O U U N O N a a a 1= y0 � o N O w BACK TO AGENDA 1R mom RML t TBLLWE4 AM AF TEPW PW 10 LOlViC1T4 }AFT VrtW�Rt iORt►�6J0LOG1E3 N'P) LUCW 110FFAV UYYL * NVALL 00"Au 10NRTAIX "AM om wtDaa 40U t0 RRED Lacurala F1�D JS=L'J i:--- -- - - - - M4WMVRLLT FDR / il: ►1DODMrlialva 1R1lWTtAftM*AM LRlocita0ttt0DDq f TEA'RRDF rw1ERElT6T NVAIrNMIK"M om 1 CO�QPT 1iUIM Af.S,RQ01/ RLO: t0 SRAS>t I1D L�MtgOU.FF 00IMA 000I 1 F117VO(01RFFVIL FQWAR SUMAIMM1010t AR4 FFMCW RMAFDU>110 SF11'AT FO1ALLr rim ,vim Lot PKVF XAA 10cm FS Will 0A WEST SM4FF4 FR0011 ---PRA41FWGRaFTS L C OOT PRUNME r 06k SR =W, FWMEW ELEt'14 Fina MK 'YU a-, BALL 001Ft WE-" E07 5%ASH PC owyFous a OF RAIL Arc OW ; vRt M'R1 w11060M allii $ Fl F At oo grirvu Ufa R1VGAfd ATRLLEOLOU"OFEUr rouR COKtIVlllLq ON WIN W"A OF as@I= Dim cod*0 trot % / Laff rm orlIMMORRIVOMM A1L0UtQW91KWFfCM YEAM1 Rw i i r' � � s LEf1H� nPA41M W, i STOK AED r RO$ FfOrE Si OOFFW Vann +ssralomt fT0Ar0RAFr uc�lnnvnw, ^ ALSTRCIRaait tVAiFP 11RE oub AMY AFTtRR'0ow FIECTRT. COME �110 Tlm NEW SWA"SF*O LSTF —f—�— 14h'�'1bG'ArdR Ww►1i WTt}R14 AP(,1�MISfi ll�l� STOrw MAR PPE M L1111 M CORMICK VILLAGE PARE PH II `J O x 0 w o x E x x z x x x x � z � � z 3 w a s � U > a Q o Z �h w w "w yJ�jj�yl s eP � 3 3 O O Q N U O H ¢�O Z p F > s z �O=Z o �zr a Q a c J 0 m d W W 00 �ZO+ W04 LL � J LJi J _ > 19 30 V�� 00 �N a M O U U 0 a a i 0 o' oy BACK TO AGENDA + OS OS / / 5 �O $$ $$� � $$/ � $$ ESE $$ / EXISTING CONDITIONS SCALE: 1"=10' KEY NOTES: OEXISTING SPRAY SYSTEM MANIFOLDS/VAULTS OEXISTING SPRAY PARK CONTROL PANEL. OEXISTING ISOLATION VALVE 4O EXISTING 2" WATER LINE. OEXISTING 1" BURIED ELECTRIC CONDUIT FROM RESTROOM BUILDING TO SPLASH PAD CONTROLLER. O6 EXISTING 8" SANITARY SEWER CONNECTION. PIPE SIZE BASED ON AS -BUILT PROVIDED BY THE CITY. CONTRACTOR TO VERIFY SIZE ON SITE. OEXISTING 6" STORM DRAIN LINE. PIPE SIZE BASED ON AS -BUILT PROVIDED BY THE CITY. CONTRACTOR TO VERIFY SIZE ON SITE. O$ EXISTING 8" KNIFE VALVE ON SEWER AND 8" TO 6" WYE WITH 6" KNIFE VALVE TYING INTO STORM LINE. CONTRACTOR TO VERIFY SIZE ON SITE. OEXISTING 8" DRAIN LINE FROM SPRAY PAD. 10 EXISTING 2" WATER METER IN STANDARD METER BOX. 11 EXISTING 1-1/2" METER IN STANDARD METER BOX. 12 EXISTING 2" BRONZE GATE VALVE IN STANDARD VALVE BOX. 13 EXISTING 3"IN-GROUND DOUBLE CHECK VALVE ASSEMBLY IN POLYPROPYLENE VALVE BOX. 14 EXISTING CIRCUITS AND CONDUIT FROM ELECTRICAL PANEL BOX FOR SPLASH PAD CONTROLLER. 15 EXISTING ELECTRICAL SERVICE IN RESTROOM FACILITY. NOTES: 1. ALL INFORMATION OBTAINED FROM PREVIOUS DOCUMENTS AND PROVIDED AS -BUILT INFORMATION PROVIDED BY THE CITY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING CONDITIONS AND SHALL NOTIFY OWNER OF DISCREPANCIES. r0 X m o =f/V� t,/ M 0 z = Z x x >z z > Q; 3 _ "w yJ�jj�yl s eP � z z x x n�� a a $w w ,46 s �oo w O Z N�OF rOWz o H Z F W Q 0 Q a c J C Z ate; 0 Z W04 3 Jug 0 J 2 U _j � 1 30 C7 Z U�� H N a X M W O U U 0 N Q Q t a O i W 0 U TESC PLAN SCALE: 1"=20' BACK TO AGENDA TEMPORARY EROSION & SEDIMENT CONTROL NOTES: 1. SCHEDULE - ALL REQUIRED SEDIMENTATION / EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO ANY LAND CLEARING AND/OR OTHER CONSTRUCTION TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES IS PREVENTED. THE TESC FACILITIES SHALL BE MAINTAINED UNTIL PERMANENT EROSION CONTROL (PAVING, STRUCTURE, RE -VEGETATION WITH TREES, SHRUBS, GROUND COVER, ETC.) PER THE APPROVED PLANS IS IN PLACE. 2. IMPLEMENTATION - THE IMPLEMENTATION OF THE TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF THE TESC FACILITIES IN COORDINATION WITH THE APPROVED PLANS AND/OR SWPPP IS THE RESPONSIBILITY OF THE CONTRACTOR / TESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED AND SITE IS PERMANENTLY STABILIZED. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THEIR ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 3. INSPECTIONS BY CONTRACTOR - THE TEMPORARY EROSION CONTROL FACILITIES SHALL BE INSPECTED BY THE CONTRACTOR DAILY AND AT THE END OF EVERY RAINFALL, AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING UNTIL ALL CONSTRUCTION IS APPROVED AND THE SITE HAS STABILIZED. 4. BEST MANAGEMENT PRACTICES (BMPS) - ALL TESC FACILITIES SHALL CONFORM TO THE BEST MANAGEMENT PRACTICES LISTED IN THE CURRENT EDITION OF THE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON AND THE APPROVED SWPPP. S. MINIMUM REQUIREMENTS - THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THESE DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE CONTRACTOR SHOULD ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE SITE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL MEANS AND METHODS AND SEQUENCING OF TESC MEASURES AND ENSURING WATER QUALITY REQUIREMENTS ARE MET. 6. APPROVALS - APPROVAL OF THIS TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.), BUT IS AN APPROVAL OF THE TEMPORARY EROSION AND SEDIMENTATION CONTROL PLANS ONLY. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITY, INCLUDING OBTAINING THE APPROPRIATE PERMITS AND APPROVALS. 7. CLEARING LIMITS / LIMITS OF WORK - THE BOUNDARIES OF THE CLEARING LIMITS SHOW ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF ORANGE PROTECTION FENCING PRIOR TO CONSTRUCTION. DURING CONSTRUCTION, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE CONTRACTOR / TESC SUPERVISOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED. 8. CONSTRUCTION SEQUENCE - THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE FOLLOWED IN ORDER TO BEST MINIMIZE THE POTENTIAL FOR EROSION AND SEDIMENTATION CONTROL (ESC) PROBLEMS: • CLEAR AND GRUB SUFFICIENTLY FOR INSTALLATION OF TEMPORARY EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICE MEASURES (BMPS); • INSTALL TEMPORARY ESC BMPS, CONSTRUCTING SEDIMENT TRAPPING BMPS AS ONE OF THE FIRST STEPS PRIOR TO GRADING; • CLEAR, GRUB AND GRADE SUBJECT SITE; • TEMPORARILY STABILIZE, THROUGH RE -VEGETATION OR OTHER APPROPRIATE BMPS, SUBJECT SITE IN SITUATIONS WHERE SUBSTANTIAL CUT OR FILL SLOPES ARE A RESULT OF THE SITE GRADING; • PROTECT ALL PERMANENT STORMWATER FACILITIES UTILIZING THE APPROPRIATE BMPS; REMOVE TEMPORARY ESC CONTROLS WHEN: • PERMANENT ESC CONTROLS, WHEN APPLICABLE, HAVE BEEN COMPLETELY INSTALLED; • ALL LAND -DISTURBING ACTIVITIES THAT HAVE THE POTENTIAL TO CAUSE EROSION OR SEDIMENTATION PROBLEMS HAVE CEASED; AND, • VEGETATION HAS BEEN ESTABLISHED IN THE AREAS NOTED AS REQUIRING VEGETATION ON THE ACCEPTED ESC PLAN ON FILE WITH THE LOCAL JURISDICTION. 9. EXISTING VEGETATED AREAS - RETAIN THE DUFF LAYER, NATIVE TOPSOIL, AND NATURAL VEGETATION IN AN UNDISTURBED STATE TO THE MAXIMUM EXTENT PRACTICAL. 10. ADJACENT PROPERTIES - ALL PROPERTIES ADJACENT TO THE PROJECT SITE SHALL BE PROTECTED FROM SEDIMENT DEPOSITION AND RUNOFF. 11. STABILIZATION OF DISTURBED AREAS - ALL EXPOSED AND UNWORKED SOILS SHALL BE STABILIZED WITH MULCHING, GRASS PLANTING, PLASTIC COVERING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE EXPOSED SOIL CONDITIONS AND THE TIME OF YEAR IN QUESTION. FROM OCTOBER 1 TO APRIL 30, NO SOILS SHALL REMAIN UNSTABILIZED FOR MORE THAN 2 DAYS. FROM MAY 1 TO SEPTEMBER 30, NO SOILS SHALL REMAIN UNSTABILIZED FOR MORE THAN 7 DAYS. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THRU SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED OUTSIDE THE SPECIFIED TIME PERIOD WHENEVER IT IS IN THE INTEREST OF THE CONTRACTOR, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT AS APPROVED BY THE LOCAL JURISDICTION. 12. FILTER FABRIC FENCE - FILTER FABRIC FENCES SHALL BE CONSTRUCTED ALONG THE DOWNSLOPE EDGES OF THE CONSTRUCTION SITE AND SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL CONSTRUCTION IS COMPLETE AND THE SITE HAS STABILIZED. REGULAR INSPECTIONS SHALL BE MADE TO ENSURE THAT THE FENCE IS FUNCTIONING PROPERLY, AND ADDITIONAL INSPECTIONS SHALL BE MADE AFTER EACH LARGE RUNOFF PRODUCING STORM AND DURING PROLONGED RAINFALL PERIODS. TRAPPED SEDIMENT SHALL BE REMOVED WHEN IT REACHES APPROXIMATELY ONE QUARTER THE HEIGHT OF THE FENCE. THE WASHED GRAVEL BACKFILL SHALL BE REPLACED AND THE FILTER FABRIC CLEANED IF IT IS RENDERED NONFUNCTIONAL BY EXCESSIVE SILT ACCUMULATION. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART, AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 30 INCHES, WHERE POSSIBLE. FILTER FABRIC JOINTS SHALL BE MADE ONLY AT A SUPPORT POST, WITH A 6 INCH MINIMUM OVERLAP, WITH BOTH ENDS SECURELY FASTENED TO THE POST. 13. STORM DRAIN INLET PROTECTION - ANY CATCH BASINS, INLETS, OR TRENCH DRAINS COLLECTING RUNOFF FROM THE SITE, WHETHER THEY ARE ON OR OFF THE SITE, SHALL HAVE STORM DRAIN INLET PROTECTION PER THE CATCH BASIN INSERT DETAIL SHOWN ON THIS PLAN SET. INSERTS SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL SUCH TIME THAT ALL CONSTRUCTION IS APPROVED AND THE SITE HAS BEEN STABILIZED. 14. SEDIMENT ACCUMULATION - AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A SEDIMENT FILTER THAT IS INSTALLED WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING ACTIVITIES. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. ACCUMULATED SEDIMENTS SHALL BE DISPOSED OF IN A MANNER APPROVED BY THE LOCAL JURISDICTION. ALL CATCH BASINS AND SEDIMENT FILTERS SHALL BE INSPECTED FOR COMPLIANCE DAILY AND WITHIN 24 HOURS OF A RAINFALL EVENT. BENCH MARK NOTE: 1. CONTRACTOR SHALL PROTECT ALL EXISTING PROPERTY CORNERS AND BENCH MARKS. ANY DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES SHALL BE REMEDIED AT THE CONTRACTOR'S EXPENSE. NOTES 1. CONSTRUCTION ACCESS IS SHOWN FOR REFERENCE ONLY, ACTUAL ROUTE AND EXTENTS TO BE DETERMINED ON SITE AT THE PRE -CONSTRUCTION MEETING. 2. RECOMMENDED SILT FENCE LOCATION. ADJUST AS NECESSARY TO MAINTAIN SEDIMENT IN PROJECT AREA. 3. TEMPORARY CONSTRUCTION FENCE SHALL BE CHAIN LINK, 6 FEET TALL, WITH ABOVE GROUND POST BASES. CONSTRUCTION FENCING TO BE ADJUSTED AS NECESSARY TO ACCOMMODATE CONSTRUCTION ACTIVITIES. INLET PROTECTION STABILIZED CONSTRUCTION F �] ENTRANCE ILA ice%I SEDIMENT FENCING n TEMP CONSTRUCTION FENCING (ORANGE) LIMITS OF WORK STAGING AREA �O x _ �V V 0 z = w W X Z X .. w X X a z z > Lu 3 a 7y�;,bt J S eP 3 3 0wz� a F N s f NQ3N �oo w O > _ z �fOF =rzrp rowz o zr w uU a a G J C ate; (� Z 0% WOa z �LL3 a a Jug J _ O u W i � O U00 FI 00 N d C L M O U CU G N N a a y0 o o N 0 cn w Agenda Item No.: Subject: City of Port Orchard 216 Prospect Street, Port Orchard, WA 98366 (360) 876-4407 • FAX (360) 895-9029 Agenda Staff Report Business Item Adoption of a Resolution Authorizing the Mayor to Grant an Easement to the City Of Bremerton for the McCormick Village Park Water Facilities Meeting Date Prepared by Atty Routing No.: Atty Review Date: BACK TO AGENDA February 22, 2022 Mark Dorsey, P.E. Public Works Director 366922.0009 — PW Summary: On February 20, 2014, South Kitsap Fire and Rescue granted a Permanent Access and Utility Easement to the City of Port Orchard for the purpose of constructing, operating and maintaining a shared permanent entry road and underground utility services as needed and in association with the pending McCormick Park Development Project. As part of the 2014 McCormick Village Park Development Project, an 8-inch water distribution main and fire hydrant serving the Project was constructed within the Permanent Access and Utility Easement mention above and on City owned property. On November 21, 2019, the City of Port Orchard and the City of Bremerton entered into an Interlocal Agreement (C077-19) for the Purchase and Sale of Assets within the 580 Zone, whereby one of the Conditions of the Agreement required the existing 8-inch water distribution main and fire hydrant serving McCormick Village Park Development Project within the City of Bremerton's Water Retail Service Area to be conveyed to the City of Bremerton in accordance with the Kitsap County Coordinated Water System Plan. Relationship to Comprehensive Plan: Chapter 7 — Utilities Recommendation: Staff recommends adoption of Resolution No. 019-22, thereby authorizing the Mayor to grant a 15-ft wide perpetual easement for Water Utilities to the City of Bremerton for the McCormick Village Park water facilities located on City owned property. Motion for Consideration: I move to adopt Resolution No. 019-22, thereby authorizing the Mayor to grant a 15-ft wide perpetual easement for Water Utilities to the City of Bremerton for the McCormick Village Park water facilities located on City owned property. Alternatives: None Fiscal Impact: None Attachments: Resolution 019-22 Easement for Water Utilities BACK TO AGENDA RESOLUTION NO. 019-22 A RESOLUTION OF THE CITY OF PORT ORCHARD, WASHINGTON, AUTHORIZING THE MAYOR TO GRANT A 15-FT WIDE PERPETUAL EASEMENT FOR WATER UTILITIES TO THE CITY OF BREMERTON FOR THE MCCORMICK VILLAGE PARK WATER FACILITIES LOCATED ON CITY PROPOERTY, BUT LOCATED WITHIN THE CITY OF BREMERTON WATER RETAIL SERVICE AREA WHEREAS, on February 20, 2014, South Kitsap Fire and Rescue granted a Permanent Access and Utility Easement to the City of Port Orchard (AFN No. 201402200181) for the purpose of constructing, operating and maintaining a shared permanent entry road and underground utility services (water, sanitary sewer, storm drainage, power, phone & cable) as needed and in association with the pending McCormick Park Development Project; and WHEREAS, as part of the 2014 McCormick Village Park Development Project — Phase I Grading and Utility Improvements, an 8-inch water distribution main and fire hydrant serving the Project was constructed 1) within the Permanent Access and Utility Easement mention above and 2) on City -Owned property; and WHEREAS, on November 21, 2019, the City of Port Orchard and the City of Bremerton entered into an Interlocal Agreement for the Purchase and Sale of Assets within the 580 Zone, whereby one of the Conditions of the Agreement required the existing 8-inch water distribution main and fire hydrant serving McCormick Village Park Development Project within the City of Bremerton's Water Retail Service Area to be conveyed to the City of Bremerton in accordance with the Kitsap County Coordinated Water System Plan; and WHEREAS, the grant of easements over and across City -owned property requires authorization by the City Council; and WHEREAS, the City Council finds that the grant of the requested easement is in the best interests of the residents of Port Orchard; now, therefore, THE CITY COUNCIL OF THE CITY OF PORT ORCHARD, WASHINGTON, HEREBY RESOLVES AS FOLLOWS: THAT: It is the intent of the Port Orchard City Council that the recitals set forth above are hereby adopted and incorporated as findings in support of the Resolution. THAT: The Port Orchard City Council approves of and authorizes the Mayor to execute a 15-ft wide perpetual Easement for Water Utilities with the City of Bremerton for the McCormick Village Park Water Facilities. THAT: This Resolution shall take full force and effect upon passage and signatures hereon. BACK TO AGENDA After Recording, Retum to: Brandy Rinearson City Clerk City of Port Orchard EASEMENT FOR WATER UTILITIES THIS EASEMENT FOR WATER UTILITIES ("Agreement") is made this day of 2022 ("Effective Date"), by and between CITY OF PORT ORCHARD, a Washington municipal corporation ("Grantor"), and CITY OF BREMERTON, a municipal corporation ("Grantee"). RECITALS A. Grantor is the owner of the parcel of land Kitsap County Tax parcel no. 042304-3- 012-2004 ("Property"), legally described on Exhibit A attached hereto and incorporated herein. B. Grantee desires to obtain, and Grantor wishes to convey, an easement for a water pipeline utility ("Water Facilities") over, through, under, across upon and in a portion of the Property, as legally described and depicted on Exhibits B and C, attached hereto and incorporated herein (the "Easement Area"). C. Grantor has determined that maintenance of the Water Facilities will improve access to and reliability of water utilities and, therefore, that grant of the Easement, as defined below, to Grantee pursuant to the terms of this Agreement, will benefit Grantor. AGREEMENT NOW, THEREFORE, for and in consideration of the mutual promises, covenants, and agreements set forth below and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the parties agree as follows: 1. Grant of Easement. The Grantor does hereby grant to Grantee, its successors and assigns, an easement over, through, under, across, upon and in the Easement Area (the "Easement"). The Easement is for the purpose of construction, operation, maintenance, repair, and/or replacement of the Water Facilities and appurtenances thereto, together with a nonexclusive right of ingress and egress to and from said easement for all purposes necessary and related thereto. 151521381.2 BACK TO AGENDA 2. Grantee's Use of the Easement Areas. a. Grantee shall notify Grantor at least twenty-four (24) hours prior to commencement or continuation of any construction, maintenance, inspection, repair, replacement, or removal of the Water Facilities or any such activity within the Easement Areas ("Construction Notice"), and such Construction Notice shall identify the nature of such activity and the date that such activity will commence. Grantee shall provide such Construction Notice to Grantor in writing by email to the Public Works Operations Manager. b. Grantee shall perform all work in the Easement Areas in conformity with the laws, rules, codes and ordinances of the City of Lakewood and any other governmental entities with jurisdiction, and Grantee shall be solely responsible for any modifications, relocation or other alterations to the Water Facilities which are required by any such governmental entities at any time after the date hereof. c. Grantee's entry upon and any work to be performed by Grantee on the Property shall be completed in a good and workmanlike manner, free of claims or liens, and Grantee shall minimize, and avoid to the extent commercially reasonable, interference with Grantor's use of the Property. 3. Grantor's Use of the Easement. Areas. Grantor shall retain the right to use the Easement Areas in any way that Grantor chooses; provided, however, that Grantor's use of the Easement Areas shall not interfere with the Work or the installation, maintenance, or operation of the Water Facilities, and Grantor, its heirs and assigns, agree to refrain from constructing or maintaining any structures (such as buildings and appurtenances, sheds, carports, above or underground vaults or manholes, or large utility lines), allow substantial vegetation, or allow any items or debris in the Easement Areas that would prohibit Grantee the full use and enjoyment of said Easement. 4. No Obligation by Grantor. Grantee shall maintain ownership of the Water Facilities and shall be required to maintain, repair, and replace such Water Facilities at such time that it is reasonably necessary for the continued function of the Water Facilities and in accordance with this Agreement. For the avoidance of doubt, Grantor shall have no obligation to incur any cost or expense in connection with the Easement Areas or the Water Facilities or provide any services to the Easement Areas or Water Facilities for the benefit of Grantee. 5. Easement Granted "AS -IS". Grantee hereby accepts the Easement Areas and the Easements "AS IS" as the Easement Areas and the Easements presently exist, and understands and agrees that Grantor has made no representations or warranty with respect to the title or condition of the Easement Areas or Easements, or the suitability or fitness of same for any particular purpose. 6. Indemnification. The Grantee will indemnify, defend and hold harmless Grantor, and its successors and assigns, from all claims, liability, loss, damage, expense and actions, including for injury to person or property, death, court costs, and reasonably incurred attorney's fees, whether or not a lawsuit is instituted, asserted against, or incurred by BACK TO AGENDA Grantor, that arise directly or indirectly as a result of the acts or omissions of Grantee, its agents, contractors, tenants, invitees, licensees, and employees in the use, construction, operation or maintenance of the Water Facilities, use or occupancy of the Easement Areas, and in any other exercise of Grantee's rights hereunder, including to the full extent permitted by RCW 4.24.115, to the extent the same is applicable, any such liability, loss, damage, expense, action, or claim arising directly or indirectly from the concurrent negligence of Grantor or its employees, contractors, agents, tenants, invitees, or licensees. Notwithstanding the foregoing, this paragraph 10 shall not apply to any liability, loss, damage, expense, action or claim, including court costs and reasonable attorney's fees, caused by or resulting solely from the gross negligence or willful misconduct of Grantor or its employees, agents, contractors, tenants, invitees or licensees. 7. Insurance. At any time that Grantee is performing construction activities on the Easement Areas or the Easements, Grantee shall maintain and shall cause its agents to maintain commercial general liability insurance against any loss, liability or damage on, about or relating to Grantor's activities involving the Easements or involving the Easement Areas with limits of not less than $2,000,000 combined single limit, per occurrence and in the aggregate, and containing a deductible or self -insured retention of not more than $10,000. The insurance shall name Grantor as an additional insured. The insurance shall (a) be written by a company having a financial rating of at least "VIII" and a general policy holder's rating of "A," as rated in the most current Best's Key Rating Guide Property — Casualty, (b) have attached thereto an endorsement that such policy shall not be cancelled or materially changed without thirty (30) days prior written notice to the other party, (c) provide for severability of interests, and (d) provide that any act or omission of one of the insureds or additional insureds which would void or otherwise reduce coverage shall not reduce or void the coverage as to the additional insured. Grantee shall deliver a certificate of insurance for the insurance policy required under this paragraph to Grantor prior to any currently proposed or future work taking place in the Easement Areas or the Easements. 8. Miscellaneous. This Agreement constitutes the entire understanding and agreement of the parties with respect to its subject matter and supersedes any prior agreements, understandings or representations with respect to its subject matter. This Agreement will be governed by, interpreted under, and construed and enforced in accordance with the laws of the State of Washington. The parties irrevocably commit to exclusive jurisdiction and venue in Kitsap County Superior Court. The invalidity, illegality or unenforceability of any provision of this Agreement shall not affect any other provisions of this Agreement, all of which shall remain in full force and effect. No delay or failure by any party to exercise any right hereunder shall constitute a waiver of that or any other right, unless otherwise expressly provided herein. This Agreement may be executed in counterparts, each of which shall be deemed an original part and all of which together shall constitute a single agreement. Grantor and Grantee do not intend, and this Agreement shall not be construed, to create any third -party beneficiary rights or remedies. Grantee shall not assign or transfer its rights and obligations under this Agreement. 9. Notices. Notices or demands shall be in writing, shall be delivered by courier, in person, sent by nationally recognized overnight delivery service with signature required, or BACK TO AGENDA delivered via electronic mail (email), and shall be deemed given and received upon actual delivery. Any notice delivered by email shall request a receipt thereof confirmed by email and shall be followed by personal or mail delivery of such correspondence. Either party may change its address by upon written notice. Until notified of a different address, all notices shall be addressed to the parties as follows: If to Grantor: If to Grantee: DATED this day of CITY OF PORT ORCHARD GRANTOR Rob Putannsuu, Mayor BACK TO AGENDA STATE OF WASHINGTON ) )ss. COUNTY OF KITSAP ) On this day personally appeared before me to me known to be the individual or individuals described herein and who executed the within and foregoing instrument, and acknowledge that he/she/they executed said instrument as his/her/their free and voluntary act and deed, for the uses and purposes therein mentioned. Given under my hand and official seal this day of (Print Name NOTARY PUBLIC in and for the State of Washington, residing at My Commission expires: BACK TO AGENDA EXHIBIT A RESULTANT PARCEL E OF BOUNDARY LINE ADJUSTMENT SURVEY RECORDED UNDER AUDITOR'S FILE NO. 201610250060, IN VOLUME 83 OF SURVEYS, PAGES 76 - 78, INCLUSIVE, RECORDS OF KITSAP COUNTY, WASHINGTON, BEING RESULTANT PARCEL 1 OF BOUNDARY LINE ADJUSTMENT SURVEY RECORDED UNDER AUDITOR'S FILE NO. 201403270172, IN VOLUME 79 OF SURVEYS, PAGES 5 - 7, RECORDS OF KITSAP COUNTY, WASHINGTON, BEING A PORTION OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 4 AND THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 5, ALL IN TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M., IN KITSAP COUNTY, WASHINGTON; AND A PORTION OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M., KITSAP COUNTY, WASHINGTON; AND A PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M., KITSAP COUNTY, WASHINGTON BACK TO AGENDA EXHIBIT B November 3, 2021 LEGAL DESCRIPTION FOR CITY OF BREMERTON CITY OF BREMERTON WATER EASEMENT FROM CITY OF PORT ORCHARD That portion of Revised Parcel E, Boundary Line Adjustment No. LU16-BLA-05, recorded under Recording Number 201610250060, records of Kitsap County, Washington, being a part of the Southwest quarter of the Southwest quarter of Section 4 and the Southeast quarter of the Southeast quarter of Section 5, all being in Township 23 North, Range 1 East, W. M., described as follows: A strip of land 15.00 feet in width, lying 7.50 feet on each side of the following described centerline; COMMENCING at the most Southeasterly corner common to said Parcel II, Boundary Line Adjustment No. L-1070, recorded under Recording Number 201403c270172, records of Kitsap County, Washington, and said Revised Parcel E; Thence N 02040'41 " E along a Westerly line of said Revised Parcel E and the Easterly line of said Parcel II common thereto, departing said Northerly margin, a distance of 212.72 feet to a point designated as "Point A" for the purposes of this description; Thence continuing N 02°40'41" E along said common line, a distance of 22.93 feet to the TRUE POINT OF BEGINNING of the herein described centerline; Thence N 36'1607" E, departing said common line, a distance of 23.19 feet to a point designated as "Point B" for the purposes of this description; Thence continuing N 36016'07" E a distance of 23.09 feet to the TERMINUS of the herein described centerline; The sidelines of said strip of land are to be lengthened or shortened in order to close upon the Southerly and Westerly lines of said Revised Parcel E and the Northerly and Easterly lines of said Parcel II common thereto; TOGETHER WITH a strip of land 24.00 feet in width, lying 12.00 feet on each side of the following described centerline; COMMENCING at the aforementioned "Point A"; City Bremerton Water Easement Prepared by: from a GOLDSMITH from Port Orchard 2021-11-03.docx Page 1 of 2 Checked by: LAND DEVELOPMENT SERVICES BACK TO AGENDA Thence S 53043'53" E a distance of 14.52 feet to the TERMINUS of the herein described centerline; The sidelines of said strip of land are to be lengthened or shortened in order to close upon the Westerly line of said Revised Parcel E and the Easterly line of said Parcel II common thereto; AND TOGETHER WITH a strip of land 15.00 feet in width, lying 7.50 feet on each side of the following described centerline; COMMENCING at the aforementioned "Point B"; Thence N 53°43'53" W a distance of 17.85 feet to the TERMINUS of the herein described centerline; The herein described easement area contains 1,195 square feet, more or less. 19 City Bremerton Water Easement Prepared by: from GOLDSMITH from Port orchard— hard_ 2021-11-03,docx Page 2of2 Checked by: LAND DEVELOPMENT SERVICES �O BACK TO AGENDA EXHIBIT C SW 1/4, SW 1/4 SECTION 4 AND SE 1/4, SE 1/4 SECTION 5 ALL IN TOWNSHIP 23 N, RANGE 1 E, W.M. CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON 0 150 300 600 SCALE: 1" = 300' REVISED PARCEL E BOUNDARY LINE ADJUSTMENT NO. LU16-BLA-05 RECORDING NO. 201610250060 F QOpF Q�� D� Q11 PARCEL II CITY OF PORT ORCHARD WATER EASEMENT BOUNDARY LINE AREA = 195 SF ADJUSTMENT NO. L-1070 1,/ RECORDING NO. 201403270172 f r c�r�E POINT OF COMMENCEMENT _ - - OLD CLIFTON RD.- - IS GOLDSMITH LAND DEVELOPMENT SERVICES PO Box 3565, Bellevue, WA 98004 T 425 462 1080 F 425 462 T719 �BY: EMALM I APR: Lh PLOTFED: 2021 /11103 11:31 91 JOB NO: 211 WATER EASEMENT FOR 1 /2 CITY OF BREMERTON BACK TO AGENDA EXHIBIT C SW 1/4, SW 1/4 SECTION 4 AND SE 1/4. SE 1/4 SECTION 5 ALL IN TOWNSHIP 23 N, RANGE 1 E, W.M. CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON TRUE POINT OF BEGINNING NO2°40'41 "E 22.93 0 20 40 80 POINT "A" SCALE: 1 " = 40' PARCEL II CITY OF PORT ORCHARD BOUNDARY LINE ADJUSTMENT NO. L-1070 RECORDING NO. 201403270172 GJ� 0 0 D GOLDSMITH LAND DEVELOPMENT SERVICES PO Box 3565. Bellevue, WA 98004 T 425 462 1060 F 425 462 7719 BY: EMALM APR: LNYQUIST PLOTTED: 2021 /11 /03 11:31 N rn N N w O 0 z 17.85 POINT "B" ryeb. I� �h S53°43'53"E 14.52 F , N REVISED PARCEL E BOUNDARY LINE ADJUSTMENT NO. LU16-BLA-05 RECORDING NO. 201610250060 QPP �dA2 FP -t 0� ok q' aye O0 POINT OF COMMENCEMENT (SOUTHEAST CORNER OF PARCEL II) OLD CLIFTON RD- JOB NO: 21119 WATER EASEMENT FOR 2/2 CITY OF BREMERTON BACK TO AGENDA PASSED by the City Council of the City of Port Orchard, SIGNED by the Mayor and attested by the Clerk in authentication of such passage this 22nd day of February 2022. Robert Putaansuu, Mayor ATTEST: Brandy Rinearson, MMC, City Clerk i [, ' I McCormick BACK TO AGENDA ' S361Y` Vllkge Park 41 27 N i L x J I i I f McCormick Woods Golf C o u r^se '{ I I BACK TO AGENDA �, TATg oA o � O� ��i880 a� STATE OF WASHINGTON DEPARTMENT OF HEALTH SOUTHWEST DRINKING WATER OPERATIONS P.O. Box 47823 Olympia, Washington 98504-7823 PHONE (360) 236-3030 FAX (360) 236-3029 June 15, 2021 Jacki Brown Port Orchard Water Department 216 Prospect Street Port Orchard, Washington 98366 Subject: Port Orchard Water Department, ID #68900, Kitsap County; New 580 Zone Reservoir, ODW Project #20-0803, FINAL APPROVAL Dear Jacki Brown: This letter acknowledges receipt of the Construction Completion Report (CCR) for the installation of this project signed by your engineer, David Kuhns, on June 11, 2021. The CCR indicates this project has been completed according to plans and specifications approved by the Southwest Drinking Water Regional Operations as of the date of this letter. The approved scope of work includes a new 0.97 MG welded steel tank to serve Port Orchard's 580 service zone and related components. The water system capacity was not evaluated as part of this project. WATER RIGHTS Our approval of your water system design does not confer or guarantee any right to a specific quantity of water. The approved number of service connections is based on your representation of available water quantity. If the Department of Ecology, a local planning agency, or other authority responsible for determining water rights and water system adequacy, determines you have use of less water than you represented, the number of approved connections may be reduced commensurate with the actual amount of water and your legal right to use it. BACK TO AGENDA Jacki Brown June 15, 2021 Page 2 If you have any questions, please contact me at (360) 236-3034 or by e-mail at jocelyne.gray@doh.wa.gov. Sincerely, Jocelyne Gray, P.E. Office of Drinking Water, Regional Engineer cc: David Kuhn, HDR Laura Nolan, HDR Greg Krabbe, McCormick Communities, LLC Kimberly Jones, Kitsap Public Health District Melina, Knoop, Kitsap Public Health District BACK TO AGENDA M C C 0 R M I C K CLOSE TO WHAT COUNTS Bainbridge PUG�T Island SOUND 3 Dyes Inlet — 166 --_ Seattle remerton I Sinclair Inlet Port Orchard SITE LOCATION 16 White Cente , 99 RAAM 5\Y Phi��l»YIaV U' PROJECT LOCATION a5 -------------------------------- ------------------------------------------------------- N , SITE LOCATION MAP 60% Drawings For McCORMICK COMMUNITIES, LLC. PORT ORCHARD 660 RESERVOIR 4807 SW OLD CLIFTON ROAD PORT ORCHARD, WASHINGTON 98367 PROJECT NO. 10172116 January 2022 F)l GENERAL 1 GO-00 TITLE SHEET & DRAWING INDEX 2 GO-01 CONSTRUCTION NOTES 3 GO-02 ABBREVIATIONS AND SYMBOLS 4 GO-03 PROCESS FLOW DIAGRAM 5 V1-01 SURVEY CONTROL PLAN CIVIL 6 C1-01 EXISTING SITE PLAN 7 C1-02 SITE PREPARATION AND TESC PLAN 8 C1-03 PROPOSED SITE PLAN 9 C1-04 GRADING AND PAVING PLAN 10 C1-05 PIPING PLAN 11 C1-06 ENLARGED RESERVOIR PLAN 12 C1-07 CIVIL DETAILS 13 C1-08 CIVIL DETAILS 14 C1-09 CIVIL DETAILS 15 C1-10 CIVIL DETAILS 16 C1-11 SANITARY SEWER PROFILE MECHANICAL 17 D50-01 BOOSTER PUMP STATION PLAN 18 D50-02 BOOSTER PUMP STATION ELEVATIONS` 19 D50-03 BOOSTER PUMP STATION DETAILS' 20 D50-04 BOOSTER PUMP STATION DETAILS* 21 D50-O5 TANK CATHODIC PROTECTION DETAILS 22 D50-06 TANK CATHODIC PROTECTION DETAILS 23 D50-07 TANK CATHODIC PROTECTION DETAILS ELECTRICAL 24 Ei-01 ELECTRICAL LEGEND 1 25 Ei-02 ELECTRICAL LEGEND 2 26 Ei-03 ONE -LINE DIAGRAM 27 Ei-04 P&ID INSTRUMENTATION 28 11-01 RESERVED FOR INSTRUMENTATION' 29 11-02 RESERVED FOR INSTRUMENTATION` 30 11-03 RESERVED FOR INSTRUMENTATION' 31 11_04 RESERVED FOR INSTRUMENTATION' 'DRAWING TO BE DEVELOPED FOR 90 % DESIGN REFERENCE DRAWINGS T BAILEY 660 RESERVOIR MANUFACTURER DRAWINGS 1 GA-1 DESIGN SKETCH 2 GA-2 PLAN VIEW ORIENTATION 3 GA-3 FOUNDATION DESIGN 4 GA-4 SHAFT DESIGN 5 GA-5 ROOF ORIENTATION 6 GA-6 LADDER ELEVATION NTS N V / / / / / / a• 6NI�246oN •CON ao°cox \ T0580A RESERVOIR sa-cory \` \----- /*C.-N so'coN / CON SEE ENLARGED I \ / /✓ I �:-�26�cox // zs•cox' / ` ac'cox---��. \\ \ RESERVOIR PLAN, I / za-pON i : / / zo'cau / \ \ ` \ f \ SHE -06 / \_ cau aoc / /oN P //� (�1' / ocory S8T36'21"E 1283.94' - �r� / i'4 OLD �N RD. / za•coN\ \\ I 45°BEND -� 1 is"coN \ \ FOU I IP // / /' i zrcoN \ IE - 537.5 / - - - - \ 0 2 N I / / / / / POe ORCHAR WAD98367 _ \ \ 20'coN \ 90° BEND 56.25° BEND i \ i / / z4'cax ao'coN 45°BEND / / ( IE=534.83 IE=537.0 ✓ / // / A \/ / // // ✓ / / I / IE - 537.6 I L=62' 56.25°BEND IE=534.83 -� ;5' - I I -f- / / / W 24%0N za'cory •cEdnn a / \ /48"DIA SEWER A / N 2rcoN 16•odc 4 LF 4" // \':\ / 32'.N / 660 RESERVOIR I // SANITARY SEWER A v / / /A / 1 FF EL = 540.5 LINE PROFILE C1-17 SS MH 2 , I / � SS MH 3 / ' �. I STA 1+93.90 \ (EXISTING) V / E 18953116 / / I /n Ia'oec 3 1' 1 I\III h I° I a I I I \ I 1 \ 580( RESERVOIR `\ \\ P L - 2 ' \\ / I SEE NOTE 7 N 189531.16 / / S \F ` \E 117511I 7.79 I I II'cory / y � lint /' 4 STA 2+90.51 /\.v \ N 189551.12 1 I I /O - � 66' h b I I / \\ 45°BEND ° l / / / \ l I� 11 i t o / �V l IE = 534.83 / SE -d' 1 \ r�,,,� k /✓ ,y ° �. / / \ �\ � 660 RESERVOIR 4+ / .�N 9 8' PVC WYE AT ✓ \ --� �'\ / 77 LF 4" ' / - - --`1 DRAIN CONNECT ION E- \/ /<✓ `L\°5k //. �D _ J - s / / / - �i IE=527.0 NOEc Wrt NLETIOUTLET s > �'� \ SO 10"DIA DI D p �.j/ n D D L- 79' / \ \ 56.25° BEND\ 660 BOOSTER PUMA 66 p D IE 525.0 %" V A l y \R V I V A V A \ 101E=534.0 STATION DISOHARGE Pig' / V ` \ \\ \ \\ \ o \ I STATION SL'�CTION 10'DIA DI �' I \ /, \-. y / D \�4/ / �zz�R'\' 4z�R\,\� \ \ \\- \ \ "DIADI /i' i l /, 43".BEN THRUST BLOCK / �' ,\ 3s lm nLOEre� \ ( / _ _ / h 450BEND g TYR C108 / / / i _ / 58OA-BREMERTON i MCCORMICK 580 /585. ( ) yV W L=353' / 14"DIADI X IE=525.0 ° O v u uMr / W- - 14" DIA DI \�-. W - W--L-410_ - W \ t-/ W W W T� W 45° BEND 1 - / \ \\•�4 IE=533.5 �� E \ 1 / W W 56.25° BEND MCCO REMERTON/ I I I / / IE = 533.0 - - MCCORMICK 580 - I \ \ ?\ 'BUFF \ a \ ` \ I I ---- EMERGENCY INTERTIE I _ I / / I / // / ,/' , /„ // ^\ SSMH1 /// �G OGW \ - �' 231' STA 0+23.36 o\�V� \'V` A 9 V \ �. wrr �A� A �I - - - - - - - - - - - - W e� Wes_ W N 189435,63 // A SET NEW MANHOLE FOR k\�V''\� "v V A y ✓ / / / W / E1175253.28 '�' CONNECTION TO EXISTING CITY `s \ ; ' V A.\'\ \V A\X \ - - \ X X X X / - - 580A-BREMERTON/MCCORMICK 660 /' ° °' ' , �, '� 45° SEND z2°c / , OF PORT ORCHARD SANITARY \i\' a \ \ 4'HR / ' MCCORMICK 660 ° / IE = 524.00 l <� 9 / V 12" CMP SEWER MAIN. V - EMERGENCY INTERTIE >, /'G=528.42 _ _ -R V / ✓ IE=526.98 14" DIA DI / v _ A '> h-1 �,o �1 I V / % e� F4 \ \ \ .\ I I \ \ \�� \' \ \ ----\ / / / , v/ y y - /„ v - _W12 CMP 1 s STA=0+00.00 \i CONTRACTOR TO VERIFY L \ I\� \ \ ,\ \ \ a ,� / / MCCORMICK 580/MCCORMICK / �" V� % ,✓ 4' ' IE=525. / 7y / & N 189419.86 LOCATION AND ELEVATION OF �I \ ai , I ,I I I ` I ' \ 3 '` \ \ \i _ 2c'Hd\ i \ / / 660 EMERGENCY INTERTIE / ' ' /, I I �Rli liil j I„\i \�\'\N\\`� ' � y ,, v/ ° / � /: E1175270.51 \12" CMP SANITARY SEWER MAIN =526.46 PRIOR TO CONSTRUCTION. \\�� \\y�,1` �,\\\ �\\\\ 1il Ix� I, \ �-i�i\�i \3\�\i ' \ � -^-_ ------ _ -- -� 535- _ _ -_-� ' }�\�/'/ / i ' v ✓ i /x y �3 �// � / IE=�.83 \ \F6(Mr \�\\�li _3_ \ ��\i -�-_ _ �:�68 FIRS----/ '\ / / ( /3 i y/, y �', 3'/ i%/ j �.,� ',�� i. -_.I �.. \ CONNECTION TO EXISTING � 4�/ WATER MAIN BY OTHERS. \�\\\\ I . . �� \----- -- ---- - x''� �iaAzo'cR r 1 'c•:a / i % 3 v . /' y ,fi j. / ( / CONTRACTOR TO VERIFY -_ --x=Tw Fes_- ^\ is Azov\l( /q / /' ' , 3yX� , , f y /, ' ' y� I , 0' L✓) , � o-\ \ a a' c / I LOCATION AND ELEVATION OF _ zo Fig z RR y / /� .i ��CC :\ ''-- �_�, i40-UR �>" ,/� ( //" ,._ ice. // I WATER MAIN PRIOR TO 24'FiR �� VAA✓ v O oE' 12'�CON�� I CONSTRUCTION. \ \\\\\ / _�� I\ \ `\�\\ `\-26•rm- 5?6\\ \9�nL�FR \Q \\\�\\-- F P IE=520,00 \ 2011R GATE C1-08 (TYR) /_ A IE=525 82 - - / / /1 NOTES \ � / / . ✓ `ti . �f � °hI / / � �/ 1. SEE SURVEY CONTROL PLAN V1-01 FOR DATUM AND BASIS OF L\F10 \ \ \ \\ \\ \ \ \ \ \ \ \ \ \\� \\ / '� / / / BEARING. / •h , / r -/ / / 9// 2. SEE DETAIL B ON SHEET CI -OS FOR WATER MAIN INSTALLATION. /�87°38'19"E 1286.08' / \ \ \�\1 i ,�✓/ ' �`1'' /f ✓ / J��//l / / 3. SEE DETAIL B ON SHEET Cl-10 FOR SANITARY SEWER LINE / �� I ( �\ \ \ \/}. \ \ \ \ �� I / / / / ✓i' i%/// INSTALLATION. �i j /j / ,. j�./ -/ 4. MAINTAIN A MINIMUM OF 3 FEET OF COVER TO ALL WATER ----- \ \ \ \ ` \ \ l / / / /I I'• \ // .j'/ / MAINS. / i \ \ \ \ `\ \ \ \ `� - ✓ / l �. \ 1 I ./ / / / /�!-' 5. ALL WATER PIPING SHALL BE CL 52 DUCTILE IRON PER AW WA C-151 WITH PUSH ON JOINTS PER AW WA C-111. 6. ALL SANITARY SEWER PIPING SHALL BE SDR 35 PVC PER ASTM 7. INSTALL 6" DIA SANITARY SEWER STUB OUT FOR FUTURE WATER TREATMENT BUILDING. STUB OUT TO EXTEND A MAXIMUM OF 1.5' PLAN OUTSIDE MANHOLE. PLUG AND MARK STUB OUT. 15 30 60 CALL 48 HOURS SCALE IN FEET BEFORE YOU DIG 1-800-424-5555 I�� PROJECT MANAGER L. NOLAN CIVIL ENG I J. KNOLL WATER ENG T. CHAN STRUCTURAL ENG M. HIJAZI ELECTRICAL ENG L. KIRMEVER DRAWN BY J. KNOLL �i WCON I, / I 1 ' / PRELIMINARY NOT FOR CONSTRUCTION OR RECORDING im MiCORMICK CLOSE TO WHAT COUNTS PORT ORCHARD 660 RESERVOIR SITE PIPING PLAN p p• p•• FILENAME C1-05.dwg SHEET 10 Of 31 SCALE 1"=30' C1-05 C IC IA ISSUE DATE DESCRIPTION PROJECT NUMBER 110172116 W 0 Q O F- L) N Q m _ 70'-0" ID _ I f ROOF PLATE TOP ANGLE L4x4x3/8 -*-- TOP SHELL COURSE nF=TAII A TOP OF TANK ELEV. 640.5' DETAIL A CV DETAIL B STIFFENER PL:3/4" x 5" DETAIL B 5/16" DRIP RING 1 3/4" PL \ 10" INS. SHAFT T \ — _ 3/8" PL DETAIL C (PAINTERS RAIL) DESIGN INFORMATION CODE: AWWA D100-111 INSIDE DIAMETER: 70'-0" HEIGHT: 40'-6" DESIGN LIQUID LEVEL: 39'-6" NOMINAL CAPACITY: 892,000 GALS NET WORK CAPACITY: 885,000 GALS PRODUCT: WATER DESIGN SPECIFIC GRAVITY: 1.0 DESIGN PRESSURE: ATMOSPHERIC DESIGN VACUUM: ATMOSPHERIC MAXIMUM DESIGN TEMPERATURE: AMBIENT MAXIMUM OPERATING TEMPERATURE: AMBIENT DESIGN METAL TEMPERATURE: N./A WIND SPEED: 108 MPH (3 SEC GUST-ULT) WIND IMPORTANCE FACTOR: 1.15 SEISMIC SITE SPECIFIC: Ss = 1.625, S1 = 0.567 SITE CLASS: "C" SEISMIC SUG: 111, 1 = 1.5 ROOF LIVE LOAD: 20 PSF JOINT EFFICIENCY: 0.85 ON SHELL, CONE AND BOWL CORROSION ALLOWANCE: NONE FILL RATE: TBD SUCTION RATE: TBD MATERIAL: CS ALLOWABLE SOIL BEARING: 8.000 PSF NOTE: 1. CATHODIC PROTECTION ANCHORS WILL BE SIZED AND PLACED AS PART OF THE 90%. VERIFY ADEQUACY OF PROPOSED STRUCTURE FOR ANCHORS. 3 DB 1/12/2022 REVISED WIND SPEED, TOP ANGLE AND RAFTER SIZES 2 DB 1/10/2022 REVISED PER CUSTOMER MARKUPS 1 DB 1/3/2022 REVISED PER CUSTOMER MARKUPS REV. BY DATE DESCRIPTION REVISIONS °` AISC CERTIFIED * FABRICATOR =ILr I 'r, 9628 S March Point Rd. Anacortes, WA 98221 PH: (360) 293-0682 Website: FAX: (360) 293-3893 www.TBailey.com The technical information provided on this drawing is the confidential property of T Bailey Inc. Reproduction of this drawing or use of this information for anything other than its limited, intended purpose as to this project, without the written permission of T Bailey Inc., is prohibited. DRAWN BY: PAO I DATE: 12/1/2021 CHK'D BY: DB DATE: 12/1/2021 CUSTOMER: McCORMICK COMMUNITIES, LLC 70'-0" I.D. WATER TANK PROJECT: PORT ORCHARD 660 RESERVOIR TITLE: DESIGN SKETCH JOB#: 681-01 (HEI: 21-1657) SHT#: GA-1 g DETAIL A 1: W Q O H Y T U 3/4" P L' — — — — — — I— —I — — — — — — q 7 3/4" 5/16" PL��\\\ 3/4" (30) 5/8" x 10" STIFFENER 1—(30) 5/8" x 10" STIFFENER 3/4" 1 —(30) 5/8" x 10" STIFFENER I 3/4" [--(30) 3/4" x 10" STIFFENER 3/4" 1—(30) 3/4" x 10" STIFFENER 1 ' II r II 1—(30) 1" x 10" STIFFENER 11 I II 7/8" II r [--(30) 1" x 10" STIFFENER B � 1 111111 - — - �------------- - ------ 48'-0" 0 C:ZWAF=T In CL CL :1 1'-3 1/2" 7/8" 3" SHAFT SECTION B-B (AT BASE) V L I P11 L P1 (AT TOP OF SHAFT) NOTE: 1. STIFFENERS (QUANTITY OF 30) ARE EQUALLY SPACED AROUND OUTSIDE WALL (SHAFT). \-1 1/2" BASE PLATE 2 DB 1/10/2022 REVISED PER CUSTOMER MARKUPS 1 DB 1/3/2022 REVISED PER CUSTOMER MARKUPS REV. BY I DATE DESCRIPTION I:3"? f i(eA6`1 AISC ......................... CERTIFIED rb t� • FABRICATOR 9628 S March Point Rd. Anacortes, WA 98221 PH: (360) 293-0682 Website: FAX: (360) 293-3893 www.TBailey.com The technical information provided on this drawing is the confidential property of T Bailey Inc. Reproduction of this drawing or use of this information for anything other than its limited, intended purpose as to this project, without the written permission of T Bailey Inc., is prohibited. DRAWN BY: DB DATE: 12/14/2021 CHK'D BY: TJH DATE: 12/14/2021 CUSTOMER: McCORMICK COMMUNITIES, LLC 70'-0" I.D. TANK PROJECT: PORT ORCHARD 660 RESERVOIR TITLE: SHAFT DESIGN JOB#: 681-01 (HEI: 21-1657) 1 SHT#: GA-4 L Ml lAll AA A KI11^1 r (CHASI ACCES,c TO BOWL P r]I AAI W Q O H Y U m W rn 0 -v TOP L LADDER LADDEF INTERMEDIATE LANDING LADDER PIECE: LADDER PIECE SECTION A -A NOTES: 1. LADDER, LANDING -DESIGN AND FABRICATION BASIS -OSHA 29 CFR 1910. 2. BOTTOM LADDER IS AT 260°. 589.76' 568.25' 00 N 1 P OF BOTTOM ELEV. 540.25' 2 DB 1/10/2022 REVISED PER CUSTOMER MARKUPS 1 DB 1/3/2022 REVISED PER CUSTOMER MARKUPS REV. BY DATE DESCRIPTION REVISIONS AISC ......................... CERTIFIED t� • FABRICATOR m 9628 S March Point Rd. Anacortes, WA 98221 PH: (360) 293-0682 Website: FAX: (360) 293-3893 www.TBailey.com The technical information provided on this drawing is the confidential property of T Bailey Inc. Reproduction of this drawing or use of this information for anything other than its limited, intended purpose as to this project, without the written permission of T Bailey Inc., is prohibited. DRAWN BY: DB DATE: 12/17/2021 CHK'D BY: TJH DATE: 12/17/2021 CUSTOMER: MCCORMICK COMMUNITIES, LLC 70'-0" I.D. TANK PROJECT: PORT ORCHARD 660 RESERVOIR TITLE: LADDER WITH PLATFORM DESIGNS JOB#: 681-01 (HEI: 21-1657) SHT#: GA-6 2 �60 10" DIA. INLET/O LATERAL, EXPANSION JOINT VALVE P11 GRATING & LP #4 MESH SCREENED OUTLI SPLASH PAD 11 w/MOT, 3 1 DB 1/10/2022 REVISED PER CUSTOMER MARKUPS 2 DB 1/3/2022 REVISED PER CUSTOMER MARKUPS 1 DB 12/23/2021 ADDED THRUST BOX V. BY DATE DESCRIPTION REVISIONS ......................... CERTIFIED m FABRICATOR 9628 S March Point Rd Anacortes, WA 98221 PH: (360) 293-0682 Website: FAX: (360) 293-3893 www.TBailey.com The technical information provided on this drawing is the confidential property of T Bailey Inc. Reproduction of this drawing or use of this information for anything other than its limited, intended purpose as to this project, without the written permission of T Bailey Inc., is prohibited. DRAWN BY: DB DATE: 12/23/2021 CHK'D BY: "1 DATE: 12/23/2021 CUSTOMER: McCORMICK COMMUNITIES, LLC 70'-0" I.D. TANK PROJECT: PORT ORCHARD 660 RESERVOIR TITLE: PIPING PLAN JOB#: 681-01 (HEI 21-1657) 1 SHT#: GA-7