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HomeMy WebLinkAboutZON2017-00010 AQUIFER RECHARGE AREA REPORT JUNE 09 �( 1 ; GEOENGINEER„ iU J 8410 154th Avenue NE j Redmond, Washington 98052 JEFFERSON COUNTY 425.861.6000 PUBLIC WORKS DEPT June 9, 2017 Q%1�11 , Jefferson County Department of Public Works AFI 2 201 623 Sheridan Street Port Townsend, Washington 98368 SISFFERSON COUNIY DCD Attention:Gordon Ramstrom Subject: Revised Aquifer Recharge Area Report Quilcene Solid Waste Drop Box Facility Improvements Quilcene, Washington File No. 01422-021-00 INTRODUCTION GeoEngineers, Inc. (GeoEngineers) is pleased to submit this revised Aquifer Recharge Area Report for the Quilcene Solid Waste Drop Box Facility Improvements project. The project site is located at 295312 Highway 101 near Quilcene,Washington.The site location is shown in the attached Vicinity Map(Figure 1). Our understanding of the project is based on discussions with and information provided by Jefferson County Department of Public Works (Public Works) and our experience preparing hydrogeologic assessments. We understand that Public Works has proposed to upgrade their existing Quilcene Solid Waste Drop Box Facility by replacing an existing 80-square-foot (sf) attendant office with a new 240-sf attendant office structure and upgrading an existing shipping container to an approximately 440-sf environmental center, which would be used for the collection of household waste such as fluorescent lighting,oils and anti-freeze. Minor clearing, grading, or other ground-disturbing activities are proposed and no processing of hazardous materials is expected. The project site is located outside of critical areas, except for the critical aquifer recharge area (CARA).The proposal involves hazardous materials; therefore, an aquifer recharge area report that complies with Jefferson County Code (JCC) 18.22.120(1) Articles III (Critical Aquifer Recharge Areas) and VIII (Special Reports) is required. PURPOSE AND SCOPE OF SERVICES The purpose of our hydrogeologic services is to develop an aquifer recharge area report for the proposed project that will meet the requirements of JCC 18.22.400. Jefferson County Public Works June 9,2017 Page 2 Task 100 -Aquifer Recharge Area Report Jefferson County (County) requires that an aquifer recharge area report be completed for this project because it is located within an area of moderate aquifer sensitivity.The County requires submitting a written assessment that details the hydrogeologic characteristics and subsurface conditions and indicates the susceptibility and potential for contamination of groundwater supplies. The report was prepared to meet the requirements of an aquifer recharge area report per JCC 18.22.400. Our scope of services for this task included the following: 1. Reviewing documents provided by Public Works that describe the proposed site plan, operations and uses of the site. 2. Reviewing available published and site-specific reports and other information regarding the geologic setting, hydrogeology and background water quality of the site and vicinity. 3. Reviewing available well and borehole data within 1,000 feet of the site. 4. Estimating groundwater elevations, recharge potential, flow direction and gradient from nearby well and borehole data.We understand that there are no existing groundwater monitoring wells on the site. 5. Completing a brief site visit to observe geologic conditions, nearby surface water features, wells and springs. 6. Preparing an aquifer recharge area report by a qualified licensed hydrogeologist.We will submit a draft report to Public Works for internal review and comment. After your comments are discussed and incorporated, we will produce the final report for submittal to the County. The report will be based on the County's requirements that shall include,from JCC 18.22.400(2): A. A detailed description of the project, including all processes and other activities that have the potential for contaminating groundwater; B. A hydrogeologic evaluation that includes, at a minimum: a. A description of the hydrogeologic setting of the aquifer region; b. Site location,topography, drainage, and surface water bodies; c. Soils and geologic units underlying the site; d. Groundwater characteristics of the area, including flow direction and gradient, and existing groundwater quality; e. The location and characteristics of wells and springs within 1,000 feet of the site; f. An evaluation of existing groundwater recharge; and g. A discussion and evaluation of the potential impact of the proposal upon groundwater recharge; C. A contaminant transport analysis for the uppermost groundwater supply aquifer assuming an accidental spill or release of project-specific contaminants or on-site sewage discharge,or both if applicable; D. A discussion and evaluation that details available on-site spill response and containment equipment, employee spill response training, and emergency service coordination measures; E. Proposed best management practices (BMPs)to minimize exposure of permeable surfaces to potential pollutants and to prevent degradation of groundwater quality; and GEOENGINEERS File No.1422-021-00 Jefferson County Public Works June 9,2017 Page 3 F. Requirements for a monitoring program with financial guarantees/assurances that the monitoring program will be implemented. REFERENCE MATERIALS The following references and databases were accessed to obtain information pertaining to site characteristics: 1. Washington State Department of Ecology (Ecology) Well Log Viewer database. This database provides water well reports (well logs) for wells drilled in Washington state, available at https://fortress.wa.gov/ecy/waterresources/map/WCLSWebMap/default.aspx 2. Washington Department of Fish and Wildlife (WDFW) SalmonScape online mapping tool provides fish use and habitat information for Washington state, available at http://apps.wdfw.wa.gov/sal monscape/map.html 3. Washington Department of Natural Resources (WDNR) Forest Practices Application Mapping Tool (FPMAT). This site provides GIS-based information on the hydrology and fish use in the state, available at https://fortress.wa.gov/dnr/protectiongis/fpamt/default.aspx 4. U.S. Geologic Survey(USGS) Mount Walker, 1:24,000 scale topographic map. 5. WDNR Interactive Geologic Maps. Online data base of surface geology for Washington state, available at https://fortress.wa.gov/dnr/protectiongis/geology/?Theme=wigm 6. Washington State Department of Health (DOH) Division of Environmental Health Office of Drinking Water, Sentry internet database. This database contains information on the location, water sources and water quality information for state public water systems, available at https://fortress.wa.gov/doh/eh/portal/odw/si/Intro.aspx 7. DOH Source Water Assessment Program (SWAP) Maps. This database provides maps of wellhead protection areas for Groups A and B water systems, available at https://fortress.wa.gov/doh/eh/dw/swap/maps/ 8. United States Department of Agriculture Natural Resources Conservation Service. 2017. Web Soil Survey. Surface soil maps for Jefferson County, available at https://websoilsurvey.sc.egov.usda.gov/App/HomePage.htm 9. Jefferson County,2017,jMAP of Environmentally Sensitive Areas,Critical Aquifer Recharge Areas layer, available at: http://maps.co.jefferson.wa.us/Website/mspub/viewer.htm?mapset=esa. A site visit was conducted on March 17, 2017, by Joel Purdy, a licensed Hydrogeologist with GeoEngineers. Joel was given a tour of the current Quilcene Drop Box Facility by Cordon Ramstrom, the Architectural Project Planner with Public Works. The tour included viewing the current operation of the facilities, the proposed location of the drop box and the general site layout. Field-locating of water-supply wells and surface water bodies in the project site vicinity was conducted by viewing various parcels along Highway 101 while driving. The GPS locations of wells, as the located by assumed pump houses, were recorded and included in maps discussed below. GEOENGINEER5.41 File No.1422-021-00 Jefferson County Public Works June 9,2017 Page 4 PROPOSED PROJECT The RDBF is a vital part of the Jefferson County Solid Waste Management system. The RDBF receives materials from the public and transfers them to other destinations for processing and/or disposal. Municipal Solid Waste and appliances are transported to a disposal facility outside the boundaries of Jefferson County. The RDBF also has a recycle area with collection boxes for different types of recyclable materials, which are transported to the Recycle Center located at the Jefferson County Transfer Station Facility by a company operating under contract. The RDBF has collection containers for used oil and antifreeze that are transported to the Jefferson County Moderate Risk Waste Facility for processing. The facility operating hours are 1:00 p.m. to 5:00 p.m. on Monday, Wednesday and Friday, and 9:00 a.m. to 5:00 p.m. on Saturdays. The facility is closed during holidays. During hours of operation, the site is manned by one attendant who monitors deposits and assists the public. The RDBF produces two different wastewater streams.The sanitary wastewater is handled by portable vault toilets services by a contractor. All storm water that drains from impermeable surfaces, such as paved areas and building roofs, are discharged to a grass filtration area located along the edge of the site. Storm water collected in the filtration area is discharged and infiltrated using onsite naturally vegetated areas. These systems are not on a scheduled maintenance program, but they are periodically inspected and, if problems occur, are corrected immediately. Per the Operations and Maintenance PIan1, there are three categories of materials that are expected to arrive at the RDBF: "Acceptable Materials", "Unacceptable Materials", and "Special Materials": • "Acceptable Materials" include residential and municipal solid waste and recyclables, including but not limited to garbage,rubbish,refuse,waste paper,tires,cardboard, plastics,metals,and bulky household items. • "Unacceptable Materials" are generally liquids, hazardous materials (except oil, antifreeze, compact fluorescent lamps(CFLs),and lead acid batteries that are accepted at the Household Hazardous Waste station)or radioactive materials,explosives, pathological or biological medical materials(except sharps wastes as defined in WAC 173.300.020), bulk loads of tires, or any materials that would likely pose a threat to health or safety. • "Special Materials" are any material (even though it may be part of a delivered load of material), that is otherwise considered acceptable material, but because of its unique characteristics, requires special handling and may be subject to a special fee.All special materials not listed above are diverted to other disposal facilities. A state operations permit#SWF 14-0007 is maintained as required and displayed onsite. Accurate records of volumes and/or weights and revenues are required by state regulation. A report is required on an annual basis that describes RDBF activities during the previous year, including the quantity in weight (tons), volume (cubic yards), and estimated density(pounds per cubic yard) by type of material. s Jefferson County Department of Public Works, Solid Waste Division, 2012, Volume 3 Jefferson County Rural Dropbox Facility Operation & Maintenance Plan. GEOENGINEERS File No.1.422-021-00 Jefferson County Public Works June 9,2017 Page 5 The RDBF is not equipped with weigh scales so all incoming material is tracked and recorded by volume (Jefferson County Department of Public Works,Solid Waste Division, 2012). Public Works provided the following list of the waste materials that will be handled at the Quilcene RDBF. The listed quantities are maximum amounts that are allowed onsite at one time. ■ Motor oil: 250 gallons • Anti-freeze: 150 gallons • Fluorescent tubes and compact fluorescent lamps: 100 ■ Lead acid batteries: 15 SITE LOCATION,TOPOGRAPHY, DRAINAGE AND SURFACE WATER BODIES The site consists of a part of tax parcel 70223-1010, located at 295312 Highway 101 in Quilcene, Washington. The RDBF site is at approximately 104 feet elevation and is relatively flat. Approximately 1,000 feet north of the site is an unnamed water body identified by the WDFW as a Swamp-Marsh and locally referred to as Nelson's Pond. An unnamed stream is mapped by others (SalmonScape and FPMAT) to be approximately 200 to 300 feet west of the site. According to the maps and existing topography, the stream appears to be shown to flow north toward Nelson's Pond and south toward Big Quilcene River, located approximately 1,200 feet south of the site. However, no stream channel or culvert under Highway 101 was observed at that location during the site visit. SOILS AND GEOLOGIC UNITS UNDERLYING THE SITE GEOLOGY Geologic information for the project vicinity was obtained from the Digital Geology of Washington State 1:100,000 scale map(WDNR November 2016).The Surficial Geology Map(Figure 2)shows three different geologic units of Quaternary Age in the vicinity: Alluvium (Qa), Glacial Recessional Outwash (Qgo), and Undivided Pre-Fraser Deposits(Qgpo)as shown on Figure 2.The nearby bedrock likely occurs at depth below the site and below the surficial soil. The surface geology of the RDBF is Glacial Recessional Outwash (Qa).This unit consists of pebble to cobble gravel and sand that is gray to tan and is generally unoxidized with little iron staining. Recessional outwash was typically deposited over glacial till or advance outwash by meltwater streams emanating from the retreating Vashon glacier. Recessional outwash deposits typically consist of sand, gravel, cobbles and boulders. They were typically deposited within deeper valleys remaining after recession of the Vashon glacier. Recessional outwash is generally 5 to 100 feet thick. Undivided Pre-Fraser Deposits (Qgpc,) can be from glacial and nonglacial deposits. This unit is believed to be Pre-Fraser in age but may include younger deposits such as Quaternary advance outwash because of uncertain identity of similar lithologies. Alluvium (Qa) consists of sand, gravel, silt, and clay that is typically tan to gray but can be dark grayish brown. It is variably sorted, loose to consolidated, and stratified.Alluvium is deposited in stream beds and estuaries. The alluvium in the site vicinity was deposited by the Big Quilcene River to the south of the site, and is mapped in the flood plain of the river. GEOENGINEERSI File No.1422-021-00 Jefferson County Public Works June 9,2017 Page 6 The USDA Soil Survey has mapped the RDBF site as `Hoodsport very gravelly sandy loam' (USDA 2017). The site is mapped as having a slope of between 0 to 15 percent and the soil is classified as `moderately well drained'. The USDA Soil Survey estimates the infiltration rate as low to moderately low at 0 to 0.06 inches per hour and with no frequency of flooding or ponding. HYDROGEOLOGIC SETTING Wells and Springs Wells in the vicinity of RDBF site are shown on the Well Location Map (Figure 3). The logs from wells in the area indicate that the shallow subsurface geology is generally consistent with the surficial geology map. Soils recorded in the well logs consist of sand, gravel, cobbles and clay. Some well logs indicate `hardpan' several feet below ground surface. Hardpan is a term for very dense glacial till that has relatively low permeability.The source aquifer for nearby wells is likely confined based on well log information. Springs were not identified in the RDBF site vicinity on maps reviewed for this study. No water systems or households in the vicinity are known to have springs as sources for water supplies. Well Logs Water well reports (well logs) were obtained from Ecology's online database. Logs for resource protection wells were not found in the Ecology database search. Although drillers are required to submit water well reports for water-supply wells, not all wells have well logs records, including those drilled prior to the reporting regulations. It should also be noted that location information provided on the well logs are notoriously inaccurate, or even missing. For this study, we assumed that nearby residences are served by individual wells. Figure 3 shows the approximate locations of the wells in the area that fall into four categories: 1. Wells that were visually observed in the field and correlated with well logs; 2. Wells with associated well logs that were not field-located and shown with approximate locations; 3. Wells visually observed in the field without correlated well logs: and 4. Assumed wells associated with residences, without well logs, and not visually observed in the field (shown as "unknown well" on Figure 3). Table 1 summarizes information from well logs associated with nearby parcels(categories 1 and 2 above). Ten wells were identified within 1,000 feet of the proposed site based on Ecology's database and the site visit. Six additional wells were known or assumed within the vicinity. Well logs for wells found in the Ecology's database are included in Appendix A. GEOENGINEERSI File No.1422-021-00 Jefferson County Public Works June 9,2017 Page 7 TABLE 1.SUMMARY OF WELL LOG INFORMATION Land Well Screen/Well Groundwater Surface Opening Depth2 Elevation3 Well Name Original Well Owner Elevation,- (feet) (feet) Quilcene Little League Jefferson County (ACC086) Department of Public Works 125 88 to 121.5 93 Jefferson County PUD#1 USDA Olympic National (ABR399) Forest- Quilcene Road 80 165 to 166.5 41 Quilcene Bible Church Quilcene Bible Church 134 98 to 103 57 Philip Jefferson Philip Jefferson 110 67 60 Ray Colhesse Ray Colhesse 110 53 80 Tranquilcene Trailer Park Russell "Art"Smith 125 Unknown4 60 (AGR 744) W.R. Colyott W.R.Colyott 95 77 55 Walter Pederson Wally Peterson 113 56 65 Notes: 1 Land surface elevations were based on approximate locations and using USGS topographic maps or Google Earth elevations. 2 Depths below ground surface of well screens,perforations or open casing bottoms as reported on well logs. 3 Groundwater elevations were derived from subtracting the depth to water as reported on the well logs from the land surface elevations. 4.The well log copy is mostly illegible. The well logs for the wells located nearest to the proposed site (the Jefferson, Colyott, Pederson and Colhesse wells shown on Figure 3)indicate that water is encountered between 50 and 70 feet below ground surface. The source aquifer for these wells appears to be confined by relatively low-permeability layers of clay or"hardpan" as indicated by water levels that are shallower than the depths of the aquifer materials. The Jefferson County PUD Well located approximately 800 feet northeast of the proposed site is drilled relatively deeper(165 feet below ground surface)than other wells in the vicinity and may be completed in a deeper portion of the confined aquifer than the typical residential wells in the vicinity. Groundwater Characteristics Groundwater flow directions were estimated based on water levels in wells near the proposed site and general topography. Water levels reported on the Ecology well logs are prone to being imprecise. Furthermore, the ground surface elevations at the wellheads were not surveyed. However, based on the given information groundwater flow is likely to the south or southeast toward the Big Quilcene River. Our evaluation of groundwater quality is based on the review of DOH online database records for nearby water systems.The database indicates that there have been no exceedances of the inorganic components tested in the water systems listed. In general, water quality appears good, with relatively low hardness, conductivity, manganese and iron. Groundwater Recharge Groundwater recharge in the area comes from infiltration of precipitation falling within the aquifer source area. Precipitation that falls either runs off to surface water bodies, evaporates, is transpired by plants, or GEOENGINEERS. File No.1422-021-00 Jefferson County Public Works June 9,2017 Page 8 infiltrates below the root zone to provide groundwater recharge. Permeable surfaces such as sands and gravels tend to infiltrate water better than relatively impermeable surfaces such as asphalt, silt or clay. POTENTIAL IMPACTS UPON GROUNDWATER RECHARGE The proposed Quilcene RDBF project is to upgrade the facility by replacing an existing 80-sf attendant office with a new 240-sf attendant office and upgrading an existing shipping container to an approximately 560-sf environmental center, which would be used for the collection of household waste such as fluorescent lighting, oils and anti-freeze. This planned upgrade results in an additional 720 sf of impermeable area. The increase in impermeable area would increase the runoff and decrease infiltration within the 720-sf area. However, the site will be designed to route storm water from impervious surfaces to existing grass infiltration areas. Thus, there will be minimal impacts if any to current groundwater recharge rates and volumes. CONTAMINANT TRANSPORT The surficial geology at the site is recessional outwash, which is generally highly permeable. Most of the site appears to be underlain by surficial sand and gravel. If a spill occurred on soil at the site, the spill may infiltrate within the unsaturated soils. Because the soils are unsaturated,transport of the spill would likely be generally vertical. The nearest groundwater is in a confined aquifer encountered at about 50 to 70 feet below ground surface and appears to be protected by low-permeability layers based on logs of nearby wells. Thus,timely spill detection and response is expected to prevent a spill from reaching the groundwater table. The proposed site is located within the wellhead protection area for the Jefferson County PUD Well (ABR399) based on the Jefferson County jMAP mapping application for the Critical Aquifer Recharge Areas layer.Jefferson County PUD's well is located approximately 800 feet northeast of the proposed site and the screen is at approximately 165 feet below ground. Potential spills or contamination at the site pose a minimal risk to the well because the well is located upgradient from the proposed site, the source aquifer is 165 feet deep,and there is a thick intervening sequence of low-permeability layers of clay and "hardpan" between ground surface and the source aquifer that provides protection from surface spills. SPILL RESPONSE Public Works' spill response is outlined in the Jefferson County Limited Moderate-Risk Waste Collection Facilities: Operations, Spill Management & Prevention Plans, Volume 6. Section 8 addresses spill procedures for antifreeze, motor oils, battery acid, and broken mercury-containing lights. Section 8 directs other spill procedures for other hazardous material to be handled by the Solid Waste Coordinator. The spill kit at the Quilcene site shall be provided in the proposed Environmental Center (Jefferson County Department of Public Works, Solid Waste Division 2016). The outlined spill responses include frequent observations by employees for spills, stopping the source of the spill and, if possible, placing the leaking container over secondary containment. Additionally, the outlined spill responses include using absorbent to stop the spread of a spill, collecting any free liquid, cleaning hard surfaces with soap or detergent, and disposing of all materials. Public Works reports that it has equipment located on site that could be used to promptly excavate soils within the spill area if GEOENGINEERS He No.1422-021-00 Jefferson County Public Works June 9,2017 Page 9 necessary. The spill response procedures and equipment are designed to minimize the effect of the spill and reduce the likelihood of the spilled material seeping into the aquifer. We understand that the Environmental Center is being designed with integral secondary containment underneath the facility. The facility is designed so spills will be contained within a dry sump. The dry sump does not collect stormwater. The sump is designed to allow periodic visual observation to check for spill accumulation. Good housekeeping and preventive maintenance are on-going approaches to improve and maintain a clean environment.The following is a list of suggested BMPs for the proposed Quilcene RDBF upgrades: 1. Vacuum paved surfaces with a vacuum sweeper to remove accumulated pollutants a minimum of once per quarter. 2. Inspect all vehicles and mobile and stationary equipment, including the sump beneath the Environmental Center, during weekly site inspections for leaking fluids such as oil,antifreeze,etc.Take leaking equipment and vehicles out of service or prevent leaks from spilling on the ground until repaired. 3. Immediately clean up spills and leaks to prevent the discharge of pollutants. Immediately notify Ecology and the local sewer authority if a spill may reach sanitary or storm sewers, ground water, or surface water, in accordance with federal and Ecology spill reporting requirements. 4. Promptly contain and clean up solid and liquid pollutant leaks and spills including oils and fuels on any exposed soil, vegetation or paved areas. Use solid absorbents(e.g. clay, peat, rags)where practicable. 5. A significant amount of debris can accumulate at uncovered loading/unloading areas. Sweep these surfaces at least quarterly to remove material that could otherwise be washed off by stormwater.Sweep outside areas that are covered for a period of time by containers or other material after the areas are cleared. Do not hose down the areas. 6. Promptly repair any deterioration threatening the structural integrity of the facilities. 7. Place drip containers at locations where leaks or spills may occur such as hose connections,hose reels, filler nozzles, beneath mounted container taps, and under parts or vehicles that drip. Drip containers shall always be used when making and breaking connections. Check loading/unloading equipment such as valves, pumps, flanges, and connections regularly for leaks and repair as needed. Empty drip containers immediately after a spill or leak is collected. 8. Inspect all incoming vehicles, parts, and equipment stored temporarily outside for leaks. 9. Promptly repair or replace all leaking connections, pipes, hoses, valves, etc., which can contaminate stormwater. 10. Conduct all oily parts cleaning,steam cleaning, or pressure washing of equipment or containers inside a building, or on an impervious contained area, such as a concrete pad. Direct contaminated stormwater from such an area to approved treatment. 11. For the storage of liquids use containers that are rigid and durable, non-absorbent, water-tight, and corrosion resistant both to weather and the material stored. Replace or repair containers that are leaking, corroded, or otherwise deteriorating. Use aboveground storage tanks (ASTs), piping, GEOENGINEERSI File No.1422-021-00 Jefferson County Public Works June 9,2017 Page 10 containers, valves etc. that are appropriate for their intended use and for the contained liquid. Place tight-fitting lids on all containers. 12. Where feasible,store potential stormwater pollutant materials inside a building or under a cover and/or containment. 13. Minimize use of toxic cleaning solvents,such as chlorinated solvents and other toxic chemicals. Recycle waste materials to the maximum extent feasible. 14. If leachates and/or emissions from buildings are suspected sources of stormwater pollutants, then sample and analyze the stormwater draining from the building. 15. Sweep roofs routinely to remove zinc residuals. 16. Maintain a spill kit.The spill kit should be in plain view and not covered with other materials. If the spill kit is opened and materials used, replace materials in a timely manner. 17. Perform training on spill prevention and response procedures at least annually, and more frequently as new employees are hired. Training should include the relevant portions of this report, and relevant portions of the Operations,Spill Management& Prevention Plans,Volume 6,Section 8.Training should also include a review of spill events, if any, responses, and lessons learned. Finally, training should include reviewing the contents of the spill kit. CONCLUSIONS GeoEngineers completed a hydrogeologic evaluation and aquifer recharge area report for the Quilcene Rural Drop Box Facility proposed by Jefferson County Public Works in compliance with Jefferson County Code 18.22.120(1) Articles III (Critical Aquifer Recharge Areas) and VIII (Special Reports). We provide the following conclusions based on our study: • Proposed project: The proposed Quilcene Solid Waste Drop Box Facility Improvements project. We understand that Public Works has proposed to upgrade their existing facility by replacing an existing 80-sf attendant office with a new 240-sf attendant office structure and upgrading an existing shipping container to an approximately 440-sf upgrade of the existing environmental center, which would be used for the collection of household waste such as fluorescent lighting, oils and anti-freeze. No new clearing, grading, or other ground-disturbing activities are proposed and no processing of hazardous materials is expected. • Hydrogeologic setting of the aquifer: The RDBF site is located in an upland area approximately 1,200 feet from the Big Quilcene River, and underlain by shallow confined aquifers used by local residences and water systems. • Site location, topography, drainage, and surface water bodies: The RDBF site is located at 295316 Highway 101 near Quilcene, Washington. Topography slopes generally to the south and southeast toward the Big Quilcene River. Drainage of the site is generally to the south and southeast. There is a large wetland located on the northern edge of the Jefferson County parcel that is locally referred to as Nelson's Pond.A stream that was mapped by WDNR to the west of the site was not found during the site visit. GEOENGINEERS File No.1422-021-00 Jefferson County Public Works June 9,2017 Page 11 II Soils and geologic units underlying the site: The surface is mapped as being underlain by glacial outwash deposits and Hoodsport soils. These are relatively permeable and "moderately well drained" soils. • Groundwater characteristics of the area, including flow direction and gradient, and existing groundwater quality: Groundwater is generally encountered between 50 and 70 feet below ground. The source aquifer is generally confined based on information on well logs. Groundwater is interpreted to flow to the south and southwest based on water level data and general topography. • The location and characteristics of wells and springs within 1,000 feet of the site: Ten wells were either field located or assumed to be associated with residences located within 1,000 feet of the site. Wells range in depths from 55 and 165 feet. No springs were observed within 1,000 feet of the site during the site visit or noted on maps found at online database sources. • An evaluation of existing groundwater recharge:Groundwater recharge is from precipitation that falls upon the site. The proposed project will add approximately 720 sf of impervious surfaces. Stormwater from the new impervious surfaces will be routed to existing grass infiltration areas surrounding the site. • Potential impact of the proposal upon groundwater recharge: The proposed project will have minimal, if any, impacts upon groundwater recharge at the site. • Transport analysis for the uppermost groundwater supply aquifer assuming an accidental spill or release of project-specific contaminants or on-site sewage discharge, or both: Site soils are unsaturated and relatively permeable. If a spill was to occur,the spill would migrate generally vertically. The source aquifer for wells in the area is encountered between 50 and 70 feet below ground, and is considered confined based on well log information.The confining unit is formed by fine-grained material that will naturally protect the aquifer from potential contamination from a hypothetical spill.Thus,there likely will be time for remedial action and spill response before the contamination reaches the aquifer. • On-site spill response and containment equipment, employee spill response training, and emergency service coordination measures:Jefferson County Public Works has a spill response plan, an onsite spill kit, employee response training and emergency service coordination based on a review of their Operations& Maintenance Plan documentation. • Proposed best management practices to minimize exposure of permeable surfaces to potential pollutants and to prevent degradation of groundwater quality:A list of suggested BM Ps are provided within this report. We also recommend paving the proposed approach ramp to the environmental center such as to route potential spills to a central area to facilitate cleanup. • Requirements for a monitoring program with financial guarantees/assurances that the monitoring program will be implemented:We are not recommending that a monitoring program be implemented because of the low risk to the aquifer and relatively small volumes of hazardous materials handled at the drop box. ACCURACY,ASSUMPTIONS AND RECOMMENDATIONS The critical areas analysis presented herein relied upon geologic information collected from well logs obtained from the Ecology database that contains imprecise information reported by others. No onsite subsurface investigations were conducted on the proposed project site. GEOENGINEERS....0 File No.1422-021-00 Jefferson County Public Works June 9,2017 Page 12 Groundwater information in the site vicinity is limited. Water level information for the wells within the proposed project vicinity were obtained from water well reports. Water levels taken at the time of drilling can be inaccurate. Ground surface elevations at the wells were not surveyed and were estimated based on publicly available websites. REFERENCES Jefferson County, 2017, jMAP of Environmentally Sensitive Areas interactive map, available at: http://maps.co.jefferson.wa.us/Website/mspub/viewer.htm?mapset=esa. Jefferson County Department of Public Works,Solid Waste Division. 2012.Jefferson County Rural Dropbox Facility Operation & Maintenance Plan. Volume 3. Jefferson County Department of Public Works, Solid Waste Division. 2016. Limited Moderate-Risk Waste Collection Facilities: Operations, Spill Management& Prevention Plans. Volume 6. United States Department of Agriculture Natural Resources Conservation Service. 2017. Web Soil Survey. Available at https://websoilsurvey.sc.egov.usda.gov/App/HomePage.htm Washington Division of Geology and Earth Resources, 2016, Surface geology, 1:100,000--GIS data, November 2016: Washington Division of Geology and Earth Resources Digital Data Series DS-18, version 3.1, previously released June 2010. Washington State Department of Ecology. 2017. Washington State Well Log Viewer. Available at https://fortress.wa.gov/ecy/waterresources/map/WCLSWebMap/ Washington State Department of Fish and Wildlife. 2017. SalmonScape. Available at http://apps.wdfw.wa.gov/salmonscape/ Washington State Department of Health. 2017. Sentry Internet Database. Available at https://fortress.wa.gov/doh/eh/portal/odw/si/Intro.aspx Washington State Department of Health, Source Water Assessment Program (SWAP) Maps. Available at https://fortress.wa.gov/doh/eh/dw/swa p/ma ps/ GEOENGINEERS File No.1422-021-00 Jefferson County Public Works June 9,2017 Page 13 LIMITATIONS We have prepared this report for use by Jefferson County Public Works to assist them in evaluating critical areas for the Quilcene Rural Drop Box Facility Project near Quilcene, Washington. Within the limitations of scope,schedule and budget, our services have been executed in accordance with generally accepted practices in the field of hydrogeology in this area at the time this report was prepared. The conclusions, recommendations, and opinions presented in this report are based on our professional knowledge, judgment and experience. No warranty or other conditions, express or implied, should be understood. We appreciate the opportunity to provide services to you for this project. Please contact us if you have any questions or wish to discuss this letter. Sincerely, GeoEngineers, Inc. 't,'"-°f Wasp,. Ili .,P\. drogue A:\ � \045 �,S@• �_/ c, 1 I JOEL W. PURDY 1 anna C ieRuyte Joel W. Purdy, LG, LHG, CWRE Hydrogeologis Associate Hydrogeologist TCD:JWP:cam Attachments: Figure 1.Vicinity Map Figure 2.Surface Geology Figure 3.Site Plan Appendix A.Well Logs One copy submitted electronically Disclaimer:Any electronic form,facsimile or hard copy of the original document(email,text,table,and/or figure),if provided,and any attachments are only a copy of the original document.The original document is stored by GeoEngineers,Inc.and will serve as the official document of record. GEOENGINEERS File No.1422-021-00 qp ood Rd Wildwooa 9a rd Pe O o a V Ca Ce" 9 K G vt Cemetery Rd OyO Elkhound PasskrS ry Qa i Frank a a Bert Four! v 90, cene Rd ia a x y A S- ',12. � Smith St 1 U Bowen St Herbert St N m W Rose St Quilcene aOlympicHwylinger Longer Ro, ()Wm c"WI 0 � psa re Fremont Ave laril FpscN Oty ® Muncie Ave Glenlogie,Rd leadvi0e Ave a eaY" coQ ROSS' i S'S leeµ yen ea ,,ea t aj / V Quileene lay WDFW i, Tidelands OAF' C/4 SRtl ,,d 0 cc " 4' E N ti Port Angeles Pan Townsend II Marysv W �E o i. Everet v 0 S 0 2,000 0 2,000 o Shoreline m i . Feet O. 1. Seattle Vicinity Map Notes: - 1. The locations of all features shown are approximate. a 2. This drawing is for information purposes.It is intended to Quilcene SW Aquifer Recharge Area Report .1- assist in showing features discussed in an attached document. 6 GeoEngineers,Inc.cannot guarantee the accuracy and content Quilcene, WA a of electronic files.The master file is stored by GeoEngineers, Inc.and will serve as the official record of this communication. GEOENGINEER......0Figure N Data Source:Mapbox Open Street Map,2016 1 a Projection:NAD 1983 StatePlane Washington North FIPS 4601 Feet L Qa h f m- w, , . t, Ii 4 W ROSE.ST Qgo QUILCENE DROP-BOX SITE Us t0t 41" t `.t- Qa Y --- , , -------------- -"N .. Qgpc Legend Geologic Unit E:., 0 a o Pr ,A SW Site Alluvium(Qa) N ts a Glacial Outwash(Qgo) 500 0 500 w 7� E it., � .13 Undivided Pre-Fraser Deposits(Qgpc) 1 I \'/ Feet s Notes: 1. The locations of all features shown are approximate. Surface Geology Map N 2. This drawing is for information purposes.It is intended to of assist in showing features discussed in an attached document. N GeoEngineers,Inc.cannot guarantee the accuracy and content N of electronic files.The master file is stored byGeoEngineers, Quilcene SW Aquifer Recharge Area Report Z, Inc.and will serve as the official record of this communication. Q uilcene, WA O Data Source:WA DNR,Puget Sound LiDAR Consortium N Projection:NAD 1983 StatePlane Washington North FIPS 4601 Feet CV GEOENGINEERS Figure2 CI 1 i 0 •/ - JEFFERSON I s COUNTY PUD F • �• ._ ', , . • #1(ABR399) Itt t W ROSE ST JEFFERSON COUNTY PUBLIC WORKS/ i ... QUILCENE QUILCENE LITTLE LEAGUE DROP-BOX SITE y '+s O Wim. J : r: 1 WALTER ) j . _. • j PEDERSON . , :, UNKNOWN WELL ca «<< 0 'UNKNOWN I ` ''''1!. WELL Y- -- — "_ ' s _ ,w UNKNOWN MT. ¢ . - --„”` ` s ,W.R.COLYOTT WELL WALKER „ii,301.- ' - -; . J.V4, I, ' , w -- UNKNOWN WELL UNKNOWN WELL RAY COLHESSE �v , ►PHILLIP QUILCENE w p „, - JEFFERSON BIBLE CHURCH i I RUSSELL UNKNOWN WELL I "ART” SMITH 11Z- - 4 uNKNOWN WELL s "! M . d te_. .. a ..... Legend N CO o i%�� Quilcene Drop-Box Site • Field-Located Well with Well Log N o 1,000 ft.Buffer • Approximate Well Location with Well Log 500 500 W y� E w --,,y-d`---i Parcel Boundary • Approximate Well Location without Well Log r I '� 0 Approximate Feet S — —110"Shallow Groundwater • Field-Located Well without Well Log d Flow Directions Notes: 0) 1. Location Map The locations of all features shown are approximate. LL 2. This drawing is for information purposes.It is intended to ry assist in showing features discussed in an attached document. o GeoEngineers, cannot guarantee the accuracy and content Quilcene SW Aquifer Recharge Area Report N of electronic files.The master file is stored by GeoEngineers, Cl) Inc.and will serve as the official record of this communication. Quilcene, WA L' Data Source:ESRI,Jefferson County GIS,WA Dept.of Ecology N GEOENGINEERSFigure Projection:NAD 1983 StatePlane Washington North FIPS 4601 Feet Fi ure 3 a APPENDIX A Well Logs II ' , • ' pitta. Qui lc VAC- �4%•• -e!c s UJLt t L/Iv/ Q1.,.-gw- ‘••• ., -- • • • Start Card No. G. 4 6 97.1^ • FllebrfgenalandFrstCopywith WATER WELL REPORT UNIQUE WELL I.D.S 4&. Mer, Department of Ecology Second Copy-Owner's Copy STATE OF WASHINGTON Third Copy-Drillers Copy '1- ,_-_ Water Right Permit No. i (1) OWNER: rtarre; E r G4J CA �: marls � /C h iXAdaress Re",t7VX2d7) Ry- 7& s ' 9 3c 4! 0 C' (2) LOCATION OF WELL: County jd=7 ...4g1{./:-tNG)14 Sec 2z T. 27 N.R 2 W W M. a O (2a) STREET ADDRESS OF WELL vest.iskkessl A---,,,,, ' %)Az etiare (I.) (3) PROPOSED USE: 0 Dmne5k industrial Q Municipal 35, (10) WELL LOG or ABANDONMENT PROCEDURE DESCRIPTION d rrtigatron Test Well 0 Other CFormationFormation:Describe by°eke.character,size of material and structure.and show thickness of aquifers . 0 DeWater and the kind and n7ltlfre of the malarial in each stratum penetrated,with at least one entry tar each N (4) TYPE OF WORK: Owner's number of well changedinlannailon. (H more than ono) MATERIAL FROM TO Abandoned 0 New well Method:Dug 0 Bored 0 ,,�' © .� C Deepened 0 Cables y�� Driven° + 4't. j '' O Reconditioned 0 /9/12 RotarY.gt Jetted❑ 3 8 0 (5) DIMENSIONS:r- Diameter of wet " Inches. Jr'•7 -r - ? / 'e- '0-tei4q'c..l; , �r ' Drilled / feet. Depth of completed well_ ft. Ie'VQY-rr.%V2 r4/c 'y '='E ' E (fi) CONSTRUCTION DETAILS: g`''am /yg` ¢'ir 35" 3e O Casing Installed: a • Clam.from f ft.to �Z ft. / qC f 5-,3 C Welded !j 7��QrO, • Diem,from 63 too 7.: ft , 4 3 U ref installed 6s❑I y,, lj t�r1 tL to ft. ' d+CJ l•B�$�' ,• . €sG • rxm.from 4 '.0Perforations: Yes[] No j1( I0 6#1?01 e 474*4/: SF i+ - 4.2.- 0 .-r L - Type of perforator used - a/J-"„gl, j 0Z,e ,V f/, 56 �"� • 0 SIZE of perforations in.by In ,fid*� ( rT_ 6, 5 • perforations from it to ft. S• £1J e e i 9Q ...�.rri� I /dG ( X76J (� perforations hoar ft.to ft aft � /&` D 7,�7� (a perforations from IL to ft4.10 /,. :W90--. 9.60,6771 F7, 76 Qels Screens: Yes A No 0 4.'& ,t) ke743 ^fir a Manufacturers Name LJON/N$r4YU L •cYcf't1 E— --Yefh'i ie) -Y' yI2. !(!, s Type U-acs Stay Sizvi.w- �S _—Model No. r rr SJ2, 1 _ /� p� r -� 7-y': ef?Na/ e - 4'' Diam.7 N Slot site .7.�.r from /I It to f�rA It. �t�� vpp� � �� �r �W/(f ,s?+ Diam. x Slot size a o,2S from i ft,to 9/ ft. r„ 1W- LGyo pl/&err/1 y ,I° C �.T to Gravel pecked: Yes A. No 0 Size of gravel/ �; abOYA�a/, 'e'DI r,7 &ate, t8'• 90 i Gravel placed from 7/g r It.to /.2 - ft. .S/G r ae.416/sif _ • e1, =' 'U �+�✓ ma , 'av --714 27<S Q^/Y.6e'1J G Surface seal: Yes`.+�� No 0 Towhatdepth? �^e ft. I /7��t� �.+�a Material used In seal A'ytatfM ,li•-. A 7) 2141/7-0/1.0&I- "r't"�f S4 �.'rv'�` C'a" / G4 c /1/ O Did arty strata contain unusable water? Yes 0 No El R 5 C E I V pv��_�� � U-'-7 /0 u' r_ 4,47 z Type of water? Depth of strata nrv✓ 7://l$177r�r=' +drf9v4-ed re.Ghllf) /4- . /1/ VI •Method of sealing strata oft APR R 0 .. 19 1r --•-- i`'y C// / O H C � Yz)4J 64.69+?° -r?U97/ .f14 D /.2S~ /30 .a (7) PUMP: Manufacturers Name ----'f RttlL+flU�=Qt%U4 EG l_}-f?LOrf— ,47 sic:- /30 /33 �, 'Touw f/,eeo & it /33 135" COd•a (8) WATER l.aeurlace°levee" r�,-� . Work Started./d3! : -`9 19. Completed f--/7- ,19 97 LEVELS:r above mean sea leval �2 . /� ft. 0 Static feral � 1-17-97' � ft.below top of well Date O Artesian pressure _,.. lbs.per square inch Date WELL CONSTRUCTOR CERTIFICATION: LIJ Artesian water is controlled by I constructed and/or accept responsibility for construction of this welt, and its (Cap.rake,oma) compliance with all Washington well construction standards.Materials used and 0 (9) WELL TESTS: Drawdown is amount water level is lowered i>Ww s ttg,fe•,40 the Information reported above are true to r y best knowledge and belief. iikorp C Was a pump lost made?Yes K. No El It yes,by whom' n.2t .NAME63?lC+E)fl/�,� yG{ y/ tee- m Yield: .5-6 gal./min.with it.drawdown actor hrs. �/f WEFI 0e,I-1 t�o^RcotY�oaatn0M �(TTYP/Eton PRINT) E " ;. 'p✓/!JP 72S-77,21.9.74 Address,?"'&X i' / 5t�U/}72,L{/�S/x'P8582_ ti_ co ,r ., (Signed) -.-'' License No./x+ 73 • Q. Recovery data(lime taken as zero when pump turned os)(water level measured from well (wfla.oRU CD lop to wafer level) Q Time Water Level Time Water Level lime Water Level Contractor's O Registration s No.. . O —viCc- 7--l' Dale /-,...Z.,- ,19r7 H - (USE ADDITIONAL SHEETS IF NECESSARY) Date of test Bailer lest 26. gal./min.with ..f ft drawdown atter / hrs. • Airiest gal./min with stem set at ft.for hrs. Ecology is an Equal Opportunity and Affirmative Action employer.For ape- Artesian Raw g,p,m, Dale tial accommodation needs,contact the Water Resources Prooram at(206) Temperature of water Was a chemical analysis made? Yes X No❑ 407'6600.The TDD number is(206)407-6006. ECY0541-20(393)••I . h pi ownhd 4.14d Q e r& e— b T e--A e, soYi.- 11/13111 Corri.4-7 F. u. . ( $ys . .. INN= UNIQUE WELL.ID NUMBER ` s� a_ X Y Z 1 2 3 0 IASNIN $ TDN STATE a. 1 AT ETOF 4,1 ECOLOGY WELL TAGGING FORM 76" Date of Field Visit r By o ADDITIONAL WELL IDENTIFIERS c 0 _ co Department of Health System ID Number t" 5 -1562 Y Source Number SO I USGS Site Identification RECORD VERIFICATION o Well Report available (please attach) 0 Well Report not available 0 Verification inconclusive ea WELL OWNERSHIP IF DiFFi RENT FROM WELL REPORT Name DA 01-'04 P l c., NI A T1 OMA t_ y()R 5T" D Street address 1635 BLACK LAKE B LV O s City O1.-'/M Pi A state LvA 9E3519,- 50,3 0 LOCATION OF WELL, IF DII1F*1 RENT FROM WELL REPORT a► 0 ° Well Address . ci5 14. 14.1,0 I SDI, o City fl 1.11 LC-ENE- County J e FFEe 5Ot T c 7 N R Od W w M Sec v94 tJln/ 'A of the IQ 4+' A ai ❑ GPS (raw data) Latitude 4.7 'f 9 !5 0 GPS (corrected) R X Topographic Map Longitude I as 5 C So 0 survey 0 Computer generated 0 Other Digital Altimeter Elevation at land surface fee meters (circle one) f' Topographic Map Other USC/5 SIR.VY 7 1 , ' - Additional information if available 4 i 14 Location marked on topographic map (please attach) tl 0 0 Location marked on air photo (please attach) sz Ce Water Right # Ga a/0 3 S7 G T 4501 A Pnonty Date 4) Circle one Application Permit Certificate Claim Exempt th 7 WELL CHARACTERISTICS C 0 C Physical Description of Well (size of casing type of well housing etc ) 8 D1 A CRS ti\16) 0 47, E I toy MEP, 30� AL. STpQAf G- 7711\1K) CEMENT Pt,MP t4OU5C ) CDl4M(IA1IT i WELL. O c Location of Well Identification Tag ir.1 )wi P HOUSE , AITA TGE4 E•L) TO P!PE s CAM !N va OFF WELL. 1-is-r0 L 0 a Was Supplemental Tag needed for ease of identifying well' c j'NO ❑ YES Ci If yes where was tag placed' al fp Scale 1 24 000 (1 =2 000 ) C r r c co L R ® D C B A 3 + + + - I— ZE F G H a _ + _+ + - Indicate the location of the well within the Section o by drawing a dot at-that point` `` -a >, M L K I CT 0 + + + - O W N P Q R G r C °J SECTION a4 a COMII+IF.N'TS w a w t H Please alta h flus farm to the w tt R p rt and submit It to the Department f E logy Wale R s Pr gram R adquarkrs W I1 Id azficaao P g am P 0 8 47600 Olympia WA 98504-761W figa7A/fiLA)= 2-9b ` lx ire`{ ` _ '} �'` r:V .7\-1# 1'''' .,--. ....., ,,..i . s IL ,.., . _ ) 1, ., , _ — t--- Q '14:440.1.0140‘ opt*p `� -6 •. � ms`s `� Tx,°tj,, '� �V ?l �., �. iv -« t 4 :tet A. tis •r ,, 14AT1 L RFPO€T cito kw _'p '11 Vt ". `# AtAt2 or WA t2`4ft b k R .4, Sitkhr, t.or,.'o itr' w y +t . ... . prtQl tor ,, j t5 s �' t . ! Peat t!a sr sp..�.- <C{ .� • (i) d �` (tom} ar sa.I.ns'g' i"� iri+�e,'u t ,, .` O tti Qnsl FCt'C3 k� ,r, ....-.--.4-.. r iKt tans rtr1�.�,.S�tt Zwc t! +a lg.,..,,C ..., .r b • )��.,,.•.3' O �$? ,, _,..._.z. -...-3t-.i----- �,,Lal �St- ,: aa+r>,axu►. �s ts� 5.,,i 't-,s O a&r 144.1 1id�Lt f1�WrI - , _- - ., - ..a. .-._.... i ., 2. - _7 '..• , R ,) Locztir k or WLu k _;..-..._.._4.,.... . 3 4, "e 11n�1tD kt;6r)w) °ores am ar w .. ten oto data been u w ae aaot+ rtlrt►tA.s9 tiz1tMQ o14i truly► ' ..�, ,..-...� l etaaa td tte.a tr.11•+v>• rater bevel r (�� 6. T( J v,seerket VI _ T Z71,,_- ' 5.34 !trot it get LestgtM time t +# taw• Y c.:... ill.? � tutaa,rb000 �' YE 7ty . 1 —r y � `44 r; ▪(1) 1:00 5."W('° 7 T. .211?-270_._—_:_. 4"—,---- - iY:2_-- : _.„.90-egre''''''---_,_z...9ArA17.71.414:1-4741W.11-4-/C-1-1--.4 4i. '4: O --. ` .4�. 1.1:6--,---'..-1-,--11-1?---------+ _ etr, -:Ib.r -te a ti+n► } - w smartie etad+4 1'�t .�l�Yv� [ `' a _ 2) TYPE OF ©$1� ( heck} t stems .a—' L.. iYM�ar� iia�f.5.r , Rf **is Tiri ti(' Q t 1 tieeoeauiowher C ae•odo,0 (14 WELL LOG lir .S,.t..�-..,t.,, *Aix. )4...igotg Gt,�..eo s�tee enstat, a.,a ptocxdvat fo r rn.ra 6a.4 °�`�*4as .,,_'' ,S, '' .� tU 'LTi r 4 naefation btecrcr c.tar daerscfr, *rat so tectal ad adrt�Onc..cod r•'r J 0 (1) Io dI'oSFx) WE (thec1i) (s)TYPP or R'1F-A.f.., at .. .1., rf etir.tr'coot°"icif""r.,`"sat m`s' • t)esnortie ❑ 11-;,,,,a, ri U*ok1 'I t0 Rae ,T O Drum II --_-,...r....„...----_—„,-„„.,=.„,„_,„•at*r o► '.asR sar,ewe a► o- s ,_ .� 1'c O Oshot C 0G.,, a is tGtfi>itst, yt ',•,;-.,_ Otl 3D `i 'j 41.1, UrIES144" . >I z CA$ING INSTALLED- m.-,' 9c (f O ' trod pC ._" -4" ..`—."` 41 31 .•� 14:7 ,-^ C1.,„ '36,8r% 1.4,t,-,,,,,,..., - A.so /�J R. G*go .t7 ..,..... ." NA-4-'87:77; .4' K e�a L...'-•�'--tet }`tran .-— it to — ti Cue ......c 1�_... ,£a_5�£ + +k . ' (7) rEarotArtoNs ? era ed"r et xi.. ,�i�._�..- -- i .a 2.e FIOW 4 '� +` gr '�w o[ +tCorw awed _,....n._.. - - z s r^SJ , ?4,y VC=.t�y.tt.tsoe. tt" -- - -�°. - _._ y J / �- f = `z�i 2-,--a -......--.-.....vcrea.E.tf�tone boor..,..,....._.-..- n.w _7-tr �f ^- „}j� -•r ... .,.r .,y ,t., ,; U)• __._.,..lar+ -.,Saco troett n.w -......_ _-ti- _ 11 14 s�' ^ "�f 'r x{ '�"�, .J,0�e -, . ysrf'r*bona t— _--It to __- rt. / fk 1 ` `,. r ,x Y 1 ......�. porteciabons trom to n _________1_ A 4- C t'V '4 d t;Y. .0- rkgt v.arinrotb'ta yon to r y4 1. '-1`4`'7 t�-a t� r 0)o (8) sus o _. _ T __ s�s Ota wet .�-ret•+Huut,eE ` l 11111111611= ,. 4 1s,..�,ra�t.,-t a,,.'. c6.._ •td E .J`cit,a�I, �__ — tY W r� STA J O L s i . stoic No -- — - ✓T tt. nt.- ti.o.,e Zg0 s. r«., 6S to/66 w rk st+ta.a /. -_- Colcto.ct I la Q' O Disea.__.._.,Vat Os at '- - roc .� .� ,, Cron. ft it �, (13) PUMP- >~ ?~ mel. (o) ooNSreucrioN tt> . -s ea,es 2r•.�asrIte9 "rye - x c Was wed ssarrd iat'k'ma .' ' ec iii tt tubo.at .-at Yy'p+ .7UX44.t'E�--_. _.,- '4-- -3 t 1-,40. :Ft. l.4 .,,` .k., .•+' • C sots.'faced om ..a.. .-. rt-to — s. woo cartage te. '-teal Jr to 01r 141,44(fever. -„ ...., IL W II Dud's 6tsemesL III1 •ir - -_,._3,,C-t1.1, ct. t•s tai � 3t LL Rj� +6 _1�P—_ ____, 7ls a 7re�.oa ddflcd t d eke �r+d'rtl a ` „---- bat :u ate coal-aka w+ua.t,ie 1ray3--a se [ — - _ true to the best of my trnowiedj saia� e l Xe Sjay is r„--C t_ - , 't 0 Tvx.e at utter n �_ -. rsxt .� "i,. 4* ; . .3F'1L , . 3tRH A t �„-w rx) eaRra x i_▪ 1,10) WATER LEVELS py- '� `` -. Istel gib.`,"--.na'rf.ce Dere Address_.!T--- tr4VA- .KJ� l - t s)+� rd ovarytY. aa�a. , 3.Vit''' !' i+,. 4 fret at 2&i + ; ..i,14, t+,.r rr-41"3 R .4”' ,-,..,,ti i +rte. ae 45-4, ,t3a,...A a .>4:ti+�i �'A_ , v k4 �= : g :w - , • ' ^'„ ,v6 21, 4 .4..„.:111. 'r`. ,t. f �.e.: w�i—{=Z IT f.a'T�: e* �M # • , . .,t,,. ,. • ' . ,. -.- V,. �r �+ yw.., , 5. iivir.i s may- _ y Y y f � X7 _ 1 1 „41%,4,- 51 V1 ''k' giZ. ` � `$^�` b•-•4 ' .r+4 `-, ..n >+• `it7d!}Ihs.Lti:°i c�.'-, - .. .�5,. -'713 , _,.�*„�i� 7i . ,�'. M. -.=s:.'. 274"z&-Z3 DeorlQ� and First Copy will, WATER WELL REPORT Start Card Na./ �� Departmentnt of Ecology Second Copy-Owner's Copy STATE OF WASHINGTON Third Copy-DrAtar's Copy 1 �n Water Richt Permit No. O (1) OWNER: Nerna�&. JjQIif F L•t d - Addresi�rY�e2 CD (2) LOCATION OF WELL: County4I/I'� •SA7 x4/4 %g -T .,R_ W.m. _ (2a) STREET ADDDRESS al❑O,FFWWELL(or nearest address) Ali,Iii S. t kgn/g �? r (3) PROPOSED USE: t%omestrc Industrial ❑ Munici ❑ Irrigation p (10) WELL LOG or ABANDONMENT PROCEDURE DESCRIPTION 0 DeWater Test Well 0 Other 0 FormDescribe by color, cheraalef. size of material and structure, and show in thickness of aquifers and the kind end nature of the material In each stratum penetrated, ,_ (4) TYPE OF WORK: D'"t'er'anuntborolwall with atieaatoneentryforeachtheegoofInformation. (If mors than one) - .. _.... . ,.,,� MATERIAL FROM 1 TO C Abandoned New well Method: Dug ❑ /Dared 0 - ��� O Deepened 0 Cable ®/ Driven ❑ tel, Reconditioned 0 Rotary 0 Jetted ❑ /ln , / O (5) DIMENSIONS: r.r /7� r, f �=+ Diamsierotwoll a51 inehos. by II !0� MI Drilled/P1feet. Depth of completed well /#3 ft. t (6) CONSTRUCTION DETAILS: / owCasing Installed. SA • Diem.tram -7/- /' t ft.to 93 n. I Welded �1/ • Disnr,from ft.to It. Liner Installed❑ , Threaded ❑ �-i Dram.front tt.to g, awl Perforations: Yes❑ NolrbT,�/' O Type at perforator used 112.. SIZE of perforations In,by in. C perforations from R.to ft. CU perforations from ft.to ft. CU ,e-r peri tlona from ft.to ft. _ itil® Screens: Yea No❑ , • Manufacturer's Name 1 Qx = _ — .„i( ...a Type Model No ' .r' j› Oani. Slot slze J , yft. - T / P mare. 5fot size from ft.to ft. - �, r/�+_,�" , .. 1s..? COGravel packed: Yes No Size of gravel .._ sRI.. Gravel pieced from ft.to ft. _ _ 1, 5uriNce seat: Yea[T tJo❑ .TTO what rte .L1-1? // '.ft. _ 0 F- Material used in coal 45Qiti -r,44�--,7 �/' Did any strata contain unusabtewater? yes0 Not�S Type of water? Depth of strata diMethod of sealing strata off 0 (7) PUMP: Manufacturer's Name >n Type: _. _ H.P 1 CD (8) WATER LEVELS: Land•surfaceelevation i Qabove mean sea level ft, 0 h9Static level / ft.below top of wall Dale �"`'Vt C) Artesian pressure tbs.per aquaro inch Date LU Artesian water fa cantrotled by I 44- (cap.vatve.etc - OWork started "� �19. Completed___ __l92 (9) WELL TESTS: Drawdw is emrwiviator level is lowered below static level 4.4 = Was a pump teal made?Yes No if yea,by wham? WELL CONSTRUCTOR CERTIFICATION: 43) Yield: gal./min.with ft.drawdownafter hrs. I constructed and/or accept responsibility for construction of this well, and its compliance with all Washington well construction standards. Materials used and the information reported above are true to my best CL Recovery data(time taken as zero when pump{umed oft)(water level moncured knowledge and belief. Ci /.tfrom well lop fa water Iavef) / / ' /� Tim• water leve! Time WaterLwd Time WMar level / t NAM i_/." f t �QiPERS- .FMK on COPPORATtON) {TYPE on PANT)—_-- Addres h,f1' j Pr ;/ '40' 4#0, Date of teal / �l eft /�L (Signed •. -..e� ..i/tom�.., IcanseNo..,/11011.0 Beller test .a6�_gaLtmin.wlth e) ft.drawdownsfter67�5XiIh/ hrs, [WELL DRILLER) Alrtost gal./min.with stem sot al ft.for V hrs. R t Contraso t 's Artesian flow �{ g.p.m. Date a 2-S0' Date a-- if-- ,19�/e Temperature of water 9,Wes a chemical anatysiemade?Yea No®'...."----- (USE ADDITIONAL SHEETS IF NECESSARY) ECY 050.1.20 1101571 •1349- 3 riginal Find File f and `°p'withDartment oWATER WELL REPORT Application No. .. .,. .......... Second Copy-Owner's Copy Third Co jr•-Drillers Copy STATE OF WASHINGTON Permit No. ... ff' . ......__ �'J'/� (I) O : Nom. a s. . , r k- • .a - _ ....._ Addr.eci. 4 , .erakx,.._.qr.4 ../-LJ a. (2) LOCATION OF WELL. county_ '' - Al • ----......__.._....... _-S fl.,j, Alg .Sec-243-.1.171.N.,R.' ._.w.M. Cl. Bearing and distance from section or subdl ,fir e d OC (3) PROPOSED USE: nonunrtic 'mdustriai a municipal❑ (10) WELL LOG: Irrigation ❑ Test Well 0 Other ❑ Formation_Describe by color.character.size o/material and structure,and 47 show thickness of aquifers and the kind and nature of the material in each (4) TYPE OF WORE: Owner's number of well stratum penetrated,with at Peart one entry for each change of formation. (if mare an one).... _...__.._.__..___.__. MATERIAL FROM TO New well er Method: Dug 0 Bored 0 tg � Deepened ❑ Cable given d �jF''��`^� ��� .,�� Reconditioned❑ Rotary❑ Jetted ❑ Lr/L ry �} L���"'�`: O (5) DIMENSIONS: Diameter of well._......._ 4gcbes. ' ice` /�i�� _ - Q Drilled_.._._.__ .�._.tt. Depth of completed well-_ '[�-_It 4.4121:0 /tJ' ��'t (s) CONSTRUCTION DETAILS: _ Casing installed:._, ,'• Difim,from tt.to 61 ft. r� 4 C-3��� O Threaded❑ - _- -__„Diam.from _..__._...ft.to ft. C Welded p _ ••Dram.Brom._.___._ft.to_ ft. e-27 .. y Perforations: Yea Q No�/' S �? t 1 ; C ! . i-+ Type of perforator used-__ ,. L' srzz of perforations_._._._..._....._--. in. by ______............_.-. in. 0 perforations from ----ft.to—. ft. C -- --perforations from — ft.to- _.ft. R _ .palteredcas from ft.to _____ .ft. irdi Scrcons Yea a No( ''''� CC CI Manufacturer's Name.. Type.___ - Model No______ d Diem.--, Slot size--from ._.w ft.to -----ft. .W) Diem._____Slot else_._ from w____ft.to _— ft (� +•� Gravel packed: \!/) Yes fl Na Size of gravel:_-- iGravel placed from___...._.___ft.to...,.___ __...ft. - CO Surface seek Yes l No❑ To what depth? ._._L-T_. ft. `,1 53 V Material used in seat ur. Q�j� Did any strata contain unusable water? Yes 0 No 0 Q': t1PI Att O Method of seType of aDepth of strata ling strata off_...,N ..._ O � I�K VE9.''��, �+C' vil m (7) PUMP: Manufacturers Name_ _______. ___.__ *' O Type: H.P.. . 43 > (8) WATER LEVELS: Land surrace elevation above mean sea level.... .. 3t. O Static level...___.. G.____.__tt.below top of well Date LSr7a Artesian pressure __.__._.._.»_....__.._lbs.per square Inch Date...........-..............._ O W Artesian water is controlled by__ _.. (Ca.p,_.valve.,_.tc_.)___. 't•- (9) WELL TESTS: lowered down i r amountwaterlevel is �y OWork started_�.�._.`7_,.18 Completed_.. j _, 19_/_.7 .1.+ Was a pump test made? Yes 0 No Q if yes,by whom?...._.__....._._...._... aYield: gal./min.with ft. drawdown after hrs. WELL DRILLER'S STATEMENT: E tZu This the owasdr'i led under my jurisdiction and this report is tomy knowledge and belief. u. to Recovery data (time takes as zero when pump turned oft) (water level a s Cl. measurrd from well tap to water level) ,�/�f, 1 !ham f 1 I d Tune Water Level Time Water Lever Time Water Level NAME''"'••`:+i:.lip "l�e�f.w�.l.moi► DRILLA �C"on (Pers . : ,or corporation) (Type or Print) Date of test= .__--_,,.._-'..- I Bailer tes _ { with-alJmin. il___ft.drawdown atter . €Sed j _.._.........__... ....... .... ... (Well Driller) Artesian flow, _.__ ..__.._g.p.m. Date.__ �+}.+�/ Q --.- P. A. Temperature of water_._.__._.Was a chemical analysis made?Yes❑ No it}--License No.. U. Y•�•-•- ...___Date , 14:Y (TJSx ADDITIONAL SEZETS I)!'N ccassaRY) tar oeo•1-20 ' a ,r' (' f -'V-L ? '.7I1 Filetiafnt and FirsEcology Copy with WATER WELL REPORT Application No. Department o£Ecology W.._ Second Copy—Owner's Copy Third Copy—Driller's Copy STATE OF WASHINGTON Permit No, �f}� , / (1) OWNER tram . � �f � -'-^•^^-,-'_......__. Address Gr:..,se � r 4 ...Sr..�.`.'l_L'.!._....._.. 44; (2LOCATION OF � .y � ) county.. . r 1� - _--•-_— — s�� _.1 •: 3a Scor..... .._T .....N., R 0 Bearing and distance from section or sub. /. er • tv (3) PROPOSED USE: Domeati.. .. ndustrial ❑ Municipal❑ (10) WELL LOG: Irrigation 0 Test Well 0 Other 0 Formation:Describe by color,character,size of material and structure,and show thickness of aqui era and the kind and nature of the material in each a (4) TYPE OF WORD stratum penetrated,with at least one entry for each change of formation. Owner's n ber of well (if m one).... _..._..._.........__._ .. MATERIAL FROM TO New well Method: Dug ❑ Bored 0 (1) Deepened 0 Cable aVDriven❑ - - I' 1110 _- Reconditioned C Rotary 0 Jetted ❑44r C (5) DIMENSIONS 0 Diameter of well .., _ cher. l..s.._!�. �. - .3 J!'' C Drilled__„ __•__ft. Depth of completed well-„4"-...,,A..--it. = (6) CONSTRUCTIrr ,r,S" Gc� 3.�' .6�t�Diem.from ft. to £t. /- Threaded 0 .__..._ ,Dtam.from _...____ ft.to___ft. • O 614. 0 Welded ire- ..____"Diem.from....__...._ft. to ...__—ft. - ---.1-••' -----•••-•-••• ,r•moi"• -•- •• 1, — Perforations: Yes❑ No E.,/ CD Type of perforator used I SIZE of perforations __ in. by _......_..-....._ in. L. __.---.._perforations from_._.. ft.to __._..._.,„-..ft. +1 1-- ` t � r F 7.O perforations from __,__._.._,., ft. to . _ft. t t { - ft perforations from _-__ -__ft.to �___.. .. . C v MI Screens: Yes p No d./A 4'- - 31983 44fa 44 Manufacturer's Name_ Q TYPe — Model No—_____ Diam._._,_...._Slot size...............from.___ _it.to -__......-_.ft.41,3 DEPARTMENT Of ECOLOGY Diem._____Slot size..,........—from..—____it.to ._._....."—ft. SOUTHWEST REGIONAL CFFICE t • Gravel packed: Yes❑ No size of gravel: _____ . • C Gravel placed from_________ft.to...._.____._-•__._--ft. Surface seal: L Yes .. No ,�o what depth? �! ft.R Material used in seal ,,a er;,t.e.,. Did any strata contain unusable water? Yes 0 No t 1— Type of water?________._.„_.__.Depth of strata-._„_,.._......_...._._. Q Method of sealing strata off__.___�.___...__._...... (7) PUMP: Manufacturer's Name__..".._...._...-____.__.-_._.,..._...____..._........ a Type:_ _ _ HB— _.__. .. -Op (8) WATER LEVELS: z -m^face elevation above mean sea level.... - _rt_...,....,ft. >I Static level.i.....0—_.______.St.below top of well Date......._..__"._. • O Artesian pressure _.__.-_ "....,lbs.per square inch Date._..."........._...___._. Artesian water is controlled by__.�._.____. _ 0 {Cap,valve, etC.) --' U 111 (9) WELL TESTS: Drawdown is amount water level is .S lowered below static level Warle started__��"' ,r ,38_ op ' o Was a pump test made? Yes 0 No Q If yes,by whom?....................._...._ .._ g, Compieted__, 'r..� __, 19.q�� +..► Yield: gal./min.with ft.drawdown after hrs. WELL DR17.7.ER'S STATEMENT: 4l - This well was drilled under my jurisdiction and this report is E ,. $. true to the best of my knowledge and belief. L Recovery data (time taken as zero when pump turned aft) (water level - R measured from well top to water level) ,n ..J /� fl, Time Water Levet Time Water Level Time Water Levet NAME_..NI „` ,4 (,.L..., __(_,i Y _ tL ^_ ( etson, H or corporation{ ` e print) Cl CD ... ........._............. Address L.. ..<_.... �... Q � Date of test ..__.._.._._. _.. „..�_._� `-" /fes - L [Sigiled�ix� • .Z✓ �� 'C /jam Bailer te � _gal Jtnln.with.+.L _._fit.drawdown after./.......___hrs. ( Drize ) Artesian ow Temperature of water . Was a chemical analysis made?Yes© No .-i.icense No 2. Data2..".../ , 193.3 (USE ADDITIONAL SI€EETS IF NECESSARY) S.F.No.73S0--OS--(Rev.4.71). 3 f L Muir r IGC i e, rra /erg' Park. RECEIVED 0 JUN 16 2016 Well Tagging Form WA State Department :11',V ' ''i i' Unique Well ID Tag Number: 46 !g _7_4 4 g of Ecology (SWRO) . 7illii[1!1 0) ECOLOGY Use this form ONLY if an WELL REPORT IS FOUND c (Attach the original well report to this form) o C If a water well report is not available, please complete a "Water Well Report o -- for an Existing Well° form. This form is available at Ecology's headquarters E office by calling 360-407-6650 or e-mail mbru461@ecy.wa.gov. 40 ...c Well Ownership, if Different From Weil Report First" e S E.LL". .<1. 't If_ owns„5M r ll+ shoat 04 .� Citi Stec. zip c«f. 6o 4 eCt ( t 1� R � r Location of Well, if Different From Well Report Township hip and Range are MIMED MED. I'm" ' y l O l c'" V l c.C. )J E coin vi A 1~ 'lei) Y. A)L� 5edbN i Ton Ra 0 S _ L—� — . 6e�++ta+q� Degrees Mtnutn Seconds 1•""" Latitude 0 Degrees Minifies Seconds Longitude �7 -�/) ' ' 1 ` 1 Elevation et tend surfers 110 GUCCI ❑maters(Check one) (#� i'"� W eL L- UJ tk Well Characteristics 2E2 Z1-- location of Weil identification Tag t r, y F' ,� { V V vV t�ta D C 8 A Scale 1.24,000(1'=2,000') V. E F s G H Indicate the location of the well within the Section by 4.1 E - , drawing a dot at that point t M L K J . Section N � P Q R .4. camr>er�, - ;� CU?Lr -pU IP,LA c w T62. 'U c7 i,..`1 WELL.. (It1`� eoreAnzSC .20/2_, •. . 4-6k 7r- -/./v/z,1,4./—.4,5( ,.asea. i t alfil.. jV • . jilt S. Second Copy- Owners Copy . Third Copy- Uri!lor's Copy STATE OF WASHINGTON Permit Na, (1) OWNER: _ _. ... ,... Name.___..,.._...._:._._- ..__... • .,.:..... _- s.,....._ _, ..... Address_....:...,.,__..__.. .�.. .w... ..„..a.:.......,.._.., ... ...,.,.,, (2) LOCATION OF WELL: County .. , ..., - ._.N . ..N Sec T-...,4 N,R ,".........W.M. r Rearing and distance from section or cubitvialo.i corner Q (3) PROPOSED USE: Domestic U Industrial 0 Municipal❑ (IU) WELL LOG: _ Irrigation [J Test Well 0 Other 0 Formation:Describe by color,character,size of:noteriat uxnd structure,and show thickness of aquifers and the kind and natnri o)the matarknt in eaCti stratum nenetrcted, with at least one entry for each chirtge of formation. — (4) TYPE OF WORK: 4'wnn.•.. .umber of .veil ............... t ii/rove than ore t MATERIAL 1 FROM TO New well EJ Method: Dug C Bored G e Deepened 0 Cable 0 . Driven 0 -2•:^:...---:4.__- . _.,_......_.-.-. _._..-. _. __,_... vt_ Reconditioned Q Rotary 3 Jetted 0 .-. (5) DIMENSIONS: Diameter of well ...... . _-_ rches. u I C Drilled........._„.. ... .:_:it. Depth of completed well., ft` i (6) CONSTRUCTION DETAILS: - 1 __ r Casing installed:.... main.,._.. main.from ,_., . ft. to _... ...... ft. - Threaded 0 -F- __Threaded Welded 0 ........_._ Diam., from _._.. ft.to .............. ft. - Perforations: yes 0 No 0 C Type of perforator used ..._Gel } SIZE of perforations in. by .. in. !t f• perforations from ft.to ft. ¢J _...,.. perforations from ..._....... ..... ft.to ft -- --- , ......._ perforations from . ...__ft. to . ft. r Screens: Yes 0 ” No(] Manufacturer's Name ,. ..--................_._.__._ Diem. ._Slot size .x..,..... from __.._._.. ft.to ....L..... ft. • f, Diam.................Slot size.._......_._..from ft.to .,_ ft.L7 Gravel packed: Yes j No rl Nasize of gravel: Gravel placed from.__.._..._ ft.to.. ...... .. ._...ft. .. ` Surface seal: yes L7 No❑ To what depth' ........... ...•_._.ft. C Msterlal used in seal .rtv_ _...:.. 1 Did any strata contain unusable water? YeS 0 No(I' M Type of water?.....,...... ...----- Depth of strata ...., 1 Method of sealing strata off } (7) PUMP: Manufacturer's Name......_.. ....... .•..._.._......... Type: _.....___.. .... .-_ _..., . .Ei.I' ._..._ ...,........• Irl (8) WATER LEVELS: Land-surface elevation - — CLI atwve mean sea level. _St F Static level . �-.N .._ft. below top of well Date .- Artesian pressure ...- lbs. per square inch Date - Artesian water is controlled by...._....... _. `" (Cap, vane, etc.) ._-- 0 (9) WELL TESTS: Drawdown is amount Water level is lowered below stater level --- ..._._ - -- Work started _ _,It_ Campketed... .,r.. 18.,..:«, Li Was a pump test made? Yes 0 No❑ If yes. by wham? ..............._....... .. ..1-4-1� Yield: gal/min with it drawdown afte hrs. WELL DRILLER'S STATEMENT: T 0This well was drilled under my jurisdiction and this report is .4--4, ., •• •• true to the best of my knowledge and belief. cld Receavery d.'eia {flair taken as zero when pumi, turned off) (water level measured tram well top to.water level! Tone Water Levet I Time Water Level Time Water Level NAME ^•.•••-•••? .••__,. is arson, firm, or aarparationi (Type or print) ,fit i Address ctDate of test ........ (Signed] iiia. .-..,... .,. iv Bailer test........._. ...gal.min. with. ...._ft drawdown after_----hrs. (Welt Drl31Cr3` g Artesian flow _ . ......... .....•.g.p.m. Date...._._...... . .........._..........._. Temperature of water.-...._ Was a chemical analysts made? Yes 0 No 0 License No ,...:...., Date-__.... ;........... 19.7 (USE ADDITIONAL SftEETS Ur NECESSARY) S.F.No.1356-OS-(Rev 4-71 b. **S"'.11`s File Original and That Copy with WATER WELL REPORT Department of Ecology Application No. ._..__ Second Copy—Owner's Copy Third Copy—Driller's Copy STATE OF WASHINGTON Permit No. (1) OWNER: Name_� ..�,..__..�? {�..G..T.� � .Address...,� L�•� � 4g'4/4_41 46-•�-,-.Z.ti -__.__ (2) LOCATION OF WELL: County .. O_ ....._-_•___._..._ .._...._—s. .k....ii 41.1.l'+ sec..?.. ..T..1.7•1v..R i1W.M. yi dBearing and distance from section or subdivision corner Ct. (3) PROPOSED USE: Domestic 0-Industrial 0 Municipal 0 (10) WELL LOG: M Irrigation 0 Test Well 0 Other 0 Formation:Describe by color,character,size of material and structure,and WWI _ show thickness of aquifers and the kind and rrttture of the material in each stratum penetrated,with at least one entry for each change of formation. a5I) (4) TYPE OF WORK: Owner's number of well FROM TO (if more than one).... .... ..__. ....»....__._...r New well MrMATERIAL.pt Method:Dug �rv0 Bored p p N Deepened 0 Cable 0 Driven 0 •t.� •18 y v 14 / b Y� . / .?3 .N Reconditioned❑ Rotary Jetted 0 nit/ ���1>/ f i¢d"/ fit i, 3 41 jl x_.eSl �-a/--�- f�-- Q C (5) DIMENSIONS: Diameter of well �!_...._. inches. j�.�, 2� Drilled._____7_Z_.__ft. Depth of completed wall._. ,4.__it. '�41-44-e� �.i/•"✓� !T Z 11 D C O (6) CONSTRUCTION DETAILS: 03 Casing installed:_, ._. Diem,from_ f....4.. ft.to __7. ft. Threaded 0 " Diem.from ....__......_ft.to---- ft. O Welded fa .._..._.._'Diem.from._........»., ft.to_.....-,_.._.ft. W . C Perforations: yea 0 No p _ N Type of perforator used.._.._.__._.__._.....___,._......_..__.._...__._.._ S SIZE of perforations - ln. by __.__—..____— in. s.. .___.....__..__perforations from__...._..___.ft.to ______ ft, o • O — _- perforations from___..._-_.__it. to.....».._........._. ft, - C _..._,_perforations from __._..—__, ft.to _.—_—..._ft. y Rl Screens: Yes 0 No sit PIN L . to 4-0 Manufact u eea Name_.— 0 Type.—.__ .�.._.�_�..__ Model No—_—___ �'�i z f _, i L i _ Diana.____Slot size _,..._._—from_____ft.to _.__ft. CD Diem.___..,,_...Slot size..___..___.from_.....- -..ft.to—.__it i'i!' - - s 4.1 Gravel packed: Yes 0 No A size of gravel:...._ 4 Gravel placed from__—______ ft.to_.,._w_._._.._._..._..._ft. t L Surface seal: yesNo 0 To what,depth? ._.._.a�...tk._ ft. ! A7 Material used in seaL._ s..h.I^_o_14.,e.. aL.,„..,.,.._,,...,....,,_....._ Did any strata contain unusable water? Yes 0 No Eit Type of water?_.___..__..—___.._Depth of strata—...............-........... 0 Method of sealing strata off ....,.._._......... .�.__ .___-_____....._. Z (7) PUMP: Manufacturer's Narre__..08.s!�!..z'.4C.eiL _ V) Type: ..»a.4{.... _s. _.__.._._....._.,_.._-•---.-•..H.P..*_.._... . O (8) WATER LEVELS: Land-surface elevation -0 above mean sea level....".r�. ....4.-Q_--ft. >s Static level...____._•!lj/_.O____tet.below top of well Date4T.l.s,ly_2..3- 1 f T t O Artesian pressure__.___.___.._..,_lbs.per square inch Data_.____...._._.. t� Artesian water is controlled by............ ___—_. ._ _ ......_...,. O (Cap,valve.ete.)- W (9) WELL TESTS: Drawdown is amount water level is lowered below static level Work started_.__.]9_...._, Completed..._._...__._.__..,l9_...._. QWas a pump test made? Yes 0 No If yes,by whom?..__._. Yield: al./min.with ft.drawdown after hrs. WELL DRILLER'S STATEMENT: d `� This well was drilled under my Jurisdiction and this report is E " " " true to the best of my knowledge and belief. L Recovery data (time taken as zero when pump turned off) (water level a. measured from well top to water level) // 1 i , Q Time Water Level Time Water Level Time Water L¢ueI NAME._/?..12.4i ._. k.�...... . .1.1..Lia.e ca... ( erson,firm, or corpora ) (Type or print) Address... .i J.4.1.. Date of test___.-____________._._..,. ll�', [Signed] Ail. _(Well Driver) Bailer test_.,,/_„'Z,,,._gal,/min.with_._�._.3t.drawdown�ys+� after.-.-1.0 Artesian flow._ _._.w......__...—g.p.m. Dateeaq,-4.),., _.s..�!fC L.�. �j _` / p Temperature of water...r...rt...Was a chemical analysis de?Yes 0 Nom License No.. O.5"�f ' Dat - U tY R...IR ' 19.2.4 (USE ADDITIONAL SHEETS IF NECESSARY) S.F.No.7356--0s—(Rev,.1-h. 3 • U. . AAMt( " f t u t 5 cry , i,,,., ,, — 7{ Pile Oclginal and Fist Copy with WATER WELL REPORT 3}epartment of Ecologq Applfcalton No . Second Copy-Owner's Copy • Third Copy-Driller's Copy STATE OF WASHINGTON ��/] /�.� Permit / �. 1 (1) Off: Name_ZditC,C,4 ........ .Z.Zei c,�¢21L_-.__.. Address.. r�•' -.� ._ ..... _.6!1!e;.-C t..�✓ ..b.. 314 (2) LOCATION OF WELL: causty._..- ...__. J _.Jy! 3< ,1 sec...Li_T..27.N,ltsQ W s` Bearing and distance from section or subdivision corner /2e90 j Lt!• 9- J 1�� f 4) (3) PROPOSED USE: Domestic elndustrial d Municipal❑ (10) WELL LOG: r34 sec S . .Z 3 Irrigation 0 Test Well 0 Other 0 Formation;Describe by color,character,size•of material and structure,and show thickness of aquifers and the kind and feature of the material in each (4) TYPE OF WORK: Owner's number of well 5, - - _ ___ stratum penetrated, with at least one entry for each change of formation (if more than one).... ... MATERIAL FROM TO New well Qr. Method: Dug ❑.. rBored 0 . in Deepened ❑ Cable E' Driven 0 C - ~.- • .= Reconditioned( Rotary 0 Jetted 0 j.,p .,/ M ds K 1'9 V y .? CC (5) DIMENSIONS: Diameter of well ----1‘.._„,inches. }dja- S/¢M� i s i �i^t"/� S+3' Drilled._ �_.�t. Depth of completed well_ i .•s,_..ft, .4.-, (6) CONSTRUCTION DETAILS: R E Casing installed:_-_.6"Diem.from?+_''1._ft.to-,x"4 tt. Threaded 0 . "Dlam:from .._.__ft.to_ ft. Welded MO- -----r Diazo.from ft. to ____ft = Perforations: Yes-0 xo gr' . a) Type of perforator used-_---i___--- — I SIZE of perforations - in. by -___.__._..__•in, L __ _ _..._perforations from_ ft.to —.ft. perforations from- ft.to - ft. perforations from_ - ft.to.. l in Screens: Yes a No a l en ++ Manufacturer's Name.....--- 113 Type._..._ Model No _ . a Diem...—Slot size....___..,.from.. ..-ft,to _•.ft. t • a Diem..___..—.Slot size- _.__from. . ft.to.__.._...ft. .0 _ 4 I Gravel packed: yes 0 No(e.Size of gravel:._____._.._.. .._ • ''.‘k--:**.'.7.-1 C Gravel placed fromo ..._........__._..._.__...-.ft.to .___ -__....,ft. ` Nt • In Surface seal: yes rf' No m. o what dmyth7 .....,.,:le___ ft. i >rf�` 7i en Material used In seal.- Did any strata contain unusable water? Yes❑ No gyp/ Type of water?.____.___ ._..Depth of strata....._.,._..---_ 0 Method of sealing strata off-------_. . N (7) PUMP: Manufacturer's Name.._.___.__-._••._.,..•„•, • 'a ($) WATER LEVELS:j' ,S: Land-surfaceelevation above mean sea levet.... .__- t. >. Static Ievel __._—a _,_ ,below top of well Date_y."A„A OArtesian pressure •.y_,-_Ibs.per square Each Date.......-.__,._ . Artesian water is controlled by___. -` �0 -( aFva__e,e_c,) -� W (9) WELL TESTS: Drawdown is amount water level Is towered below static level Work started p 44,- Was a pump test made? Yes 0 N O If yes,by whom?...._._.-._._-___...._ —.19_c..�i ycom feted_.. ~ pays~„ 19_40+,, Yield: gal./min.with ft.drawdown after hrs. WELL DRILLER'S STATEMENT: Or CDThis well was drilled under my jurisdiction and this report is E • true to the best of my knowledge and belief. L. Recovery data (time taken as zero when pump turned oft) (water level en measured from well jo :ewaterWz:?LeveIp tl / f/ �. Q Time Water Level TiTime Water Levet NAM1a..__Aso::- Ci- llr,Y,E}:•,(,.,._. �5,[_..?.tt-JXiL it4!M6�.,•............. on,firm,or corporation) (Type or print) Cl Address s I- Date at test y [Signed]...,(! Bailer test__get_galjmin.with-C}_....it.drawd after_. Artesian Sow. –_ .g.pm. Date —eV---4-1-_hrs. (Well Driller) _. Temperature of water Was a chemical analysis made? Yes❑ No 0 License No 456 A; Da ...7 (USE ADDITIONAL SHEETS IF NECESSARY) S.F.No.7356-0S-(Rev.4-71). 3 1