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HomeMy WebLinkAboutMisc.GEOTECH CONSULTANTS, INC. Valley View Mobile Park, LLC 161 Mapleway Road Selah, Washington 98942 Attention: Robert E. McCormick Subject: Review of Updated Plans Proposed Residential Subdivision 16405 Southeast Renton-Maple Valley Road Renton, Washington Dear Mr. McCormick: ' 1 13256 Northeast 20th Street, Suite 16 Bellevue, Washington 98005 (425) 747-5618 FAX (425) 747-8561 ·'" . ,, . ' ""~ ,_.' : d'6!6ber 8, 2010 :- 11:-1 111 1 !I !(, I )l\/1SIC7l JN 08070 M/J. t 2 ~ lU11 We prepared a geotechnical engineering study (Study) regarding the proposed subdivision project dated April 1, 2008. Furthermore, we prepared some response letters in September and October of 2008 based on comments by King County and City of Renton. Finally, we prepared a letter regarding further geotechnical engineering considerations for the project in a letter dated February 19, 2009. We have recently reviewed the updated plans for the project, which include Sheets P01 through P11 that were prepared by Pacific Engineering Design, dated September 8, 2010. In addition to the letters we prepared and a review of the project plans, we also reviewed a "Geomorphic and Debris Flow Analysis" report prepared by Otak, Inc., dated May 17, 2010. When our Study was prepared, the formal layout of the subdivision was not completely determined, although it appeared that a scenario where streets would be more interior and house lots on the exterior would be used. The current scenario is to use a more exterior street and interior lots. Although this is quite different from a land use condition, the grading for the project has not changed greatly since our Study, the scale of the project has not really changed, and a debris barrier is still included at the upslope, southern side of the site. In addition, we understand that the amount of "debris catchment" upslope of the barrier is adequate for the amount of potential debris noted in the Otak report. Thus, it is our professional opinion that the current project plans are in accordance with our Study. GEOTECH CONSULTANTS, INC. Valley View Mobile Park, LLC October 8, 201 O > JN 08070 Page 2 We trust that this information is suitable for your needs at this time. If you have any questions, or if we may be of further service, please do not hesitate to contact us. Respectfully submitted, GEOTECH CONSULTANTS, INC. D. Robert Ward, P.E. Principal cc: Pacific Engineering Design, LLC, -Greg A. Diener, P.E. via email to: greg@paceng.com Courtney Kaylor via email to: Courtney@mhseattle.com DRW: jyb GEOTECH CONSULTANTS, INC. GEOTECH C_ONSULTANTS, INC. Valley View Mobile Park, LLC 161 Mapleway Road Selah, Washington 98942 Attention: Robert E. McCormick Subject: Preliminary Geotechnical Engineering Report Proposed Residential Subdivision 16405 Southeast Renton-Maple Valley Road King County, Washington Dear Mr. McCormick: 13256 Northeast 20th Street, Suite 16 BelleVlle, ·wa:shingtDn · 98005 (425) 747-5618 FAX (425) 747-8561 . April 1, 2008 JN 08070 We are pleased to present this preliminary geotechnical engineering report for the proposed residential subdivision to be constructed on the Valley View Mobile Home Park property located at 16405 Southeast Renton-Maple Valley Road in King County, Washington. The scope of our services consisted of exploring site surface and subsurface conditions, and then de\i~\oping this preliminary report to provide recommendations for general earthwork and design criteria for ho.use foundations, retaining walls, and pavements. Additionally, this report provides recommendations for steep slope setbacks, and includes preliminary recommendations for reducing the risk of future flooding and deposition of debris/sediment from an existing drainage ravine located upslope of the proposed development. This work was authorized by your acceptance of our proposal, P-7567, dated February 26, 2008. We were provided with conceptual site plans and a topographic map. Pacific Engineering Design, LLC, (Pacific) developed these plans, which are dated March of 2008. Based on these plans, and discussions with Pacific, we understand that the existing mobile home park will close and all mobile homes, trailers, and various sheds and buildings will be moved, and/or demolished as required to develop the property. A residential subdivision development is proposed for property, with the exception of the southeastern corner of the site. The development will consist of a new interior road, approximately 37 single-family residences, and a large stormwater detention pond. A 65-foot buffer is needed along the southern and western edges of the site because of an existing stream. A smaller buffer is needed from an existing slope on the eastern edge of the site, as discussed further in this report. A specific grading plan for the site has not yet been fully developed at this time, but it appears that some excavation will be done on southern side of the eastern portion of the development, while some filling may be done on the northern side of the eastern portion of the development. If the scope of the project changes from what we have described above, we should be provided with revised plans in order to determine if modifications to the recommendations and conclusions of this report are warranted. GEOTECH CONSULTANTS, INC. Valley View Mobile Park, LLC April 1, 2008 SURFACE SITE CONDITIONS JN 08070 Page2 The Vicinity Map, Plate 1, illustrates the general location of the site, which is located between the Cities of Maple Valley to the east, and Renton, to the west. Most of the site is generally a large rectangle, with Southeast Renton-Maple Valley Road (State Route 169) fronting the northern side of the site. However, a Jong, narrow "dog leg" extends southward off the southeastern side of the rectangular portion. State Route 169 separates the site from Cedar River. The property consists of about 11.5 acres of land divided into developed (mostly) and undeveloped parcels. The current undeveloped portions are generally on the western side of the site and at the southeasterly "dog leg". The site is bounded to the west by a large residential subdivision, to the east by mostly undeveloped property, and to the south by steep, undeveloped slopes. The Renton uplands are located above and to the south of the site. For the purposes of this report, the Renton uplands refer to the broad extent of the Fairwood residential development, McGarvey Park Open Space, and the Lake Desire Park areas. The existing developed portion of the site has been used for a mobile home park since at least 1960 based on our review of aerial photographs of the site vicinity. The aerial photographs show that site has changed very little over a period of nearly 50 years. King County records indicate construction of the laundry building and the manager's house with detached garage in 1960. A paved road loops around the center of the site and provides access to Southeast Renton-Maple Valley Road. The developed portion of the property is vegetated with various plants mostly placed by the trailer park tenants. Additionally, a few large conifer trees are scattered about the site. A mostly deciduous-tree-and blackberry vine-covered, undeveloped parcel is adjacent to the west side of the trailer park. An old house, garage, and various out buildings were demolished many years ago on this parcel. A 1960 aerial photograph shows the old house, garage and out buildings. At one time a dirt driveway extended southwards into the site near to, or adjacent to, the west property boundary. Now a narrow ditch carrying creek water extends along the approximate road alignment near the adjoining property line of the site and the adjacent residential subdivision. Most of the trees on this Jot are deciduous (mostly alders and maples). A number of elongated piles of loose fill extend north-south across this parcel. The fill, we understand from our conversation with a Jong-time resident of the trailer park, was soil and debris that had washed down from a creek above .the developed trailer park parcel in 1990. Based on our field observations, it seems that at least 200 cubic yards of soil and debris, or more, were trucked to the vacant parcel following the 1990 mud and debris flow onto the trailer park site. The Valley View property is located at the mouth of a ravine, and the overall topography is that of a relatively gentle-to-moderate slope extending to the northwest towards the Cedar River. Site elevations within the developed portion$ of the trailer park range from about Elevation 180 feet at the southeast corner down to about El. 120 feet over a southeast-to-northwest diagonal distance of about 550 lineal feet, which is about a grade of 9 to 1 O percent. Grades within the trailer park, however, vary based on past grading to develop interior roads, trailer pad and various facility building sites. The only relatively steep portion of the site parallels SR 169: a slope and ecology block wall is located there. Potential trailer locations, which are relatively flat and grass covered, are located at the top and bottom of this relatively steep area. It appears that manmade grading was done there, with fill placed at the top of the slope and some excavation done at the bottom to install the wall. GEOTECH CONSULTANTS, INC. Valley View Mobile Park, LLC April1, 2008 JN 08070 Page3 The property is bounded to the south and southeast by steep slopes that extend down from the Renton uplands. The steep slope at the southeast corner of the site, which represents the south flank of the ravine mouth, ranges from about El. 230 feet down to the toe-of-slope at about elevations 160 to 180 feet, and averages. about a 100 percent grade. Some excavating has obviously been done at the past of the southeastern slope, as some concrete-block walls are located there. Similarly, the steep slope adjacent to the south side of the trailer park that extends above the creek is well over one hundred feet high and has an average grade of about 100 percent. The Valley View property extends about another 925 feet southwards and upslope of the main trailer park site. This narrow, "dog leg" extension follows an existing creek, described below, and has been graded to a uniform surface. The "dog leg" area slopes gently-to-moderately down to the trailer park with elevations ranging from about Elevation 31 O feet at the southernmost property line down to El. 180 feet where the "dog leg" meets the trailer park site. This parcel has a small storage shed and is used for long-term parking of various vehicles including cars, old trailers, and trucks. It is mostly grass covered. A water well is located at the south, upslope end of this "dog- leg". A small creek extends from the uplands area, through the south "dog leg" and downstream to the developed portion of the site. The creek varies in width but is generally less than 5 feet wide. The creek bed becomes deeply incised (5 to 10 feet) as the creek from upstream enters the "dog leg" portion of the site. Once the creek reaches the developed portion of the site; the creek is routed into a narrow ditch, then to an existing half-round PVC pipe that extends westward along the toe of the steep south slope that is above the trailer park. The half-round pipe stops at about where the developed portion of the site meets the westerly, currently undeveloped parcel. At that point the creek water is carried in a shallow ditch paralleling the steep south slope. At the approximate southwest corner of the westerly undeveloped parcel, the ditch turns northward to follow the aforementioned ditch along the west property line. The creek then drains into a culvert under Southeast Renton-Maple Valley Road and eventually discharges to the Cedar River. We traversed the area upslope of the creek, and it is apparent that the creek is groundwater-fed, deriving its flow from groundwater springs emanating from the slopes above and south the site. However, some minor spring activity is seen at the south end of the "dog leg" area, and along portions of the steep slope adjacent to the south side of the trailer park. Based on aerial photos we have reviewed, the area in the Renton Uplands that is located at the top of the ravine that is south of the site was undeveloped prior to approximately 2002. Now a subdivision is located there. It is apparent based on overall topography that near-surfac\l water from this area flowed into the ravine prior to. development. However, the drainage for the subdivision now flows to a large detention pond. With the exception of the pond overlapping, which we assume is for a greater-than-100-year storm, the water that flows to the pond is diverted to another ravine that drains away from the ravine that is south of the site. King County Sensitive Areas Ordinance Map No. A08PM056 GEO shows that the entire property, including the steep slope and ravine areas of the property, are within Landslide Hazard and Erosion Hazard areas due to the steep slope inclinations, soils generally susceptible to erosion, and past history of landsliding. The map also indicates that the approximate northerly portion of the rectangular area of the site area is within a Seismic Hazard area. GEOTECH CONSULTANTS, INC. Valley View Mobile Park, LLC Apri11, 2008 . GEOLOGIC SETTING .. JN 08070 Page4 The overall geology of the site vicinity is described in the Draft, Geologic Map of King County, compiled by Derek B. Booth, Ralph A. Haugerud, and Jill B. Sacket, dated 2002. The draft geologic map indicates that the site and area above the site is underlain by five basic soils, from highest to lowest: 1) glacial till, 2) advanced outwash sand and gravel, 3) mostly silt, but some sand soils, deposited thousands of years before the last glacial advance into the Puget Sound (referred to as Pre-Fraser deposits), 4) mass wastage deposits that eroded or sloughed from the steep slopes and ravine areas above the site, and 5 soils deposited as alluvium from the Cedar River. The last glaciation in the Puget Sound region occurred approximately 13,000 year ago. Since that time, the Cedar River has meandered downstream in the Renton-Maple Valley area, depositing sand and gravel soils as alluvium across the width and length of the river valley. It appears that the southern side of the river valley extends to near base of the steep slopes at the southern side of the rectangular portion of the site. Therefore, we believe that the river flowed up against the southern slopes. Some oversteepening of the southern slopes likely occurred because of this. At some point, it appears that the river channel went to the northern side of the valley away from the site. Currently, it appears that the river is blocked from flowing back toward the site by the Maple Valley Highway. When the river was likely flowing on the site, but more importantly since the river moved north of the site, the mass wastage material has flowed to the trailer park area from the ravine at and above the southeastern "dog leg". The mass wastage material was derived from erosion and landslides occurring in the ravine. A more detailed description of the reasons for the erosion and landslides is given in a subsequent Slope Conditions section in this report. SUBSURFACE The subsurface conditions were initially explored by excavating nine test pits (TP-1 through TP-9) on March 6, 2008. We returned on March 12, 2008 to drill 5 deep test borings (B-1 through B-5.) The test pits and test borings were completed at the approximate locations shown on the Site Exploration Plan, Plate 2. Our exploration program was based on the proposed construction, anticipated subsurface conditions and those encountered during exploration, and the scope of work outlined in our proposal. The test pits were excavated using a track-mounted backhoe (excavator). A senior engineering · geologist from our staff observed the excavation process, logged the test pits, and obtained representative samples of the soil encountered. "Grab" samples of selected subsurface soil were collected from the backhoe bucket. The Tes!Pit Logs are attached to this report as Plates 3 through 7. The test borings were drilled using a trailer-mounted, hollow-stem auger drill.. Samples were taken at 2.5 and 5-foot intervals with a standard penetration sampler. This split-spoon sampler, which has a 2-inch outside diameter, is driven into the soil with a 140-pound hammer falling 30 inches. The number of blows required to advance the sampler a given distance is an indication of the soil density or consistency. Our senior engineering geologist observed the drilling process, logged the test borings, and obtained representative samples of the soil encountered. The Test Boring Logs are attached as Plates 8 through 12. GEOTECH CONSULTANTS, INC. Valley View Mobile Park, LLC April1, 2008 Soil Conditions JN 08070 Page 5 Man-placed fill was observed at the ground surface in the test borings and test pits on the developed trailer park property. The fill reflects past grading to accommodate construction of interior roadways, trailer pads, and the laundry, house, and garage buildings. The depth of the fill ranged from about 1 to 5.5 feet in depth. Approximately 2 to 4 feet of man-placed fill was also encountered in most of the test pits excavated in the currently undeveloped westerly parcel. It is likely that much of the fill in the westerly undeveloped area was from past house/outbuilding construction, and haul-in of several hundred cubic yards of soil from the trailer park following debris clean up in 1990. Our explorations encountered mass wasteage deposits (MWD) beneath the layer of man- placed fill, similar to what was noted in the draft geology map. The MWD that underlies the property consists of sand and silt soils that were eroded from the drainage ravine above the site and from surficial landsliding of soils onto the site, all occurring over perhaps thousands of years. The MWD generally includes interlayered zones of silty sand, relatively clean sand, and sandy silty, and silt, in a very wet-to-saturated, very loose/very soft-to-medium stiff, highly disturbed condition. The MWD typically contains organic matter, ranging in size from trace organics, to peat, to buried tree trunks. The MWD makes up the bulk of the soils that underlies the property, with depths varying from a few feet thick to about 40 feet in thickness. The largest amounts were found near the creek and/or steep southeastern and southern slope. This is generally as expected because the material was mostly deposited via the creek. As predicted by the draft geology map, our explorations encountered alluvium soils beneath the mass wastage deposits, although one test pit did not reach the alluvium. The alluvium encountered consists generally of clean to silty, sandy gravel, likely deposited in elongate gravel bars. The alluvium is generally medium-dense to dense, saturated, and typically includes cobbles, and possibly boulders. The alluvium was encountered from 11.5 to 12.5 feet bgs in TP-1 and TP-2, 8 to 1 O feet bgs in TP-3, 6.5 feet to 12 feet bgs in TP-4, 8 to 12 feet bgs in TP-5, 2.5 to 8 feet bgs in TP-6, 10 to 11.5 bgs in TP-7, and 3 to 10 feet bgs in TP-8. The alluvium was encountered from 29 to 35 feet bgs in B-1, 23 to 30 feet bgs in B-2, 15 to 22.5 feet bgs in B-3, 25 to 29 feet bgs in B-4, and from 45 to 49 feet bgs in B-5. Groundwater Conditions Groundwater seepage was observed in all test pits and test boring locaUons except at TP-3, TP-5, TP-6, and TP-8. Groundwater was encountered at 4.5 feet bgs in TP-1 and TP-2, 11.5 feet bgs in TP-4, 4 feet bgs (moderate fiow) and 10 feet bgs {heavy flow) in TP-7, and 2.5 feet bgs in TP-9. Groundwater seepage was encountered at 7.5 feet bgs in B-1, 5 feet bgs in B-2, B-4, and B-5, and 3 feet bgs in B-3. The test pits and borings were left open for only a short time period, except for TP-4, which was left open for about 1 hour. Therefore, the seepage levels on the logs represent the location of transient water seepage and may not indicate the static groundwater level. However, the depth of groundwater in our exploration at TP-4 (11.5 feet bgs) was fairly close to the elevation of Cedar River based on visual estimates at the time of excavation. Therefore, the depth to groundwater in TP-4 may represent the static groundwater elevation at the time of excavation. Also note that groundwater levels encouritered during drilling can be deceptive, because seepage into the boring can be blocked or slowed by the auger itself. GEOTECH CONSULTANTS, INC. Valley View Mobile Park, LLC April1, 2008 JN 08070 · Page 6 It should be noted that groundwater levels vary seasonally with rainfall and other factors. At this site, however, we anticipate that groundwater could be encountered in most areas during most of the year. The stratification lines on the logs represent the approximate boundaries between soil types at the exploration locations. The actual transition between soil types may be gradual, and subsurface conditions can vary between exploration locations. The logs provide specific subsurface information only at the locations tested. If a transition in soil type occurred between samples in the borings, the depth of the transition was interpreted. The relative densities and moisture descriptions indicated on the test pit and boring logs are interpretive descriptions based on the conditions observed during excavation and drilling. Please note that the compaction of backfill in the test pit excavations was not in the scope of our services. Loose soil will therefore be found in the area of the test pits. If this presents a problem, the backfill will need to be removed and replaced with structural fill during construction. SLOPE CONDITIONS We noted the presence of several landslides and erosion on the steep ravine slopes in, but mostly above, the "dog leg" area. One such landslide is just upslope to the east of the existing water well at the south end of the "dog leg" area. This landslide visually appears to be about 50 feet wide by 100 feet long and about 5 feet deep. The top of the headscarp of the landslide is about 60 to 75 feet above the floor elevation of the ravine (creek bed). it appears that about half of the total volume of landslide soil and debris still remains on the face of slide as an elongate mound of loose, disturbed material. However, a fairly recent landslide along the bottom (north side) of this mound suggests that future sloughing of the mound will occur. Runout (soil and debris from the landslide) will likely extend to the creek bed. Many of the landslides and erosion we observed within the narrow ravine area above the site. The major area that this occurred is at the interface of the outwash sand and gravel and the underlying Pre-Fraser soils. This is because groundwater can easily flow through the outwash soil, but cannot continue downward because the Pre-Fraser soils are much less pervious. Therefore, springs emanate at the ground surface at the interface of these soils, which causes an area of soil instability. The landsliding and erosion has left numerous hard silt "benches" sitting about 10 to 20 feet above the base of the creek within 150 lineal feet of the south "dog leg" property line. We also observed that some shallow landslides have occurred in the past on the steep slope that borders the south property line above the trailer park. Currently, the slope is covered with a dense understory vegetation of mostly sword ferns, and an upper story of scattered big leaf maple trees. The trees are bowed and appeared to have moved downslope in the past. We noted minor spring seepage at the toe of the steep slope in this location. We did not observe signs of recent landsliding, or deep-seated landsliding, on the steep southeast and south slopes above the site. GEOTECH CONSULTANTS, INC. V.alley View Mobile Park, LLC April1, 2008 CONCLUSIONS AND RECOMMENDATIONS JN 08070 Page 7 As noted above, the rectangular portion of the site that fronts SR 169 is generally covered with approximately 10 to 40 feet of relatively loose mass waste soils that overlie mostly medium-dense, alluvial sand and gravel. The existing trailer park has been located over these soils for at least the last 50 years. We believe that the construction of the proposed development is suitable from a geotechnical engineering standpoint, but several significant issues have to be considered. These issues include the potential for soil movement from adjacent steep slopes, some of which could block the existing creek, the potential for a soil moving onto the slope from the creek area in and above the southeast "dog leg" of the property, and the potential for seismic liquefaction of the upper soils in the area of the proposed development. There are clear indications that landsliding occurs in the ravine that includes the southeastern "dog leg" of the property and the area to the south of the "dog leg". There are indications of soil movement on the steep slope that is south of the creek that is on the main portion of the site. The creek that originates south of the "dog leg" could potentially become blocked by a landslide in and south of the "dog leg", and to a lesser extent from potential soil movement on the steep southern slope (the soil movement would just include the weathered soil on the slope, which is likely only a few feet thick). One event did occur in the ravine in 1990 during a large rain event that did cause some flooding and soil deposition in the trailer park. A 65-foot stream buffer is required for this project. However, if an event similar or bigger than the 1990 event would occur, a soil berm is needed at northern edge of buffer to divert water and/or soil within the buffer toward the western side of the site. We observed an approximate 100-foot-long and 5-foot deep landslide in the ravine area south of the "dog leg". It is possible, although very unlikely, that if a similar landslide could block the entire ravine soil thoroughly, and that the entire soil mass could be transported by the creek to the southeastern side of development. Although the likelihood of this occurring is remote in our opinion (much of the soil would likely stay deposited in the ravine due in part to the new control of surface water from the new subdivision in the Renton Uplands above the site ravine, which lessens the amount of water in the ravine), we believe that the new development needs to be protected against the potential of this event. For this reason, we recommend that the easternmost 100 feet of the soil berm that is on the northern side of the 65-foot buffer be constructed 5 feet tall (thus the eastern 100 feet of the buffer would be larger than a 100-foot-long slide). The potential landslide soil would become less thick as it moved to the west; therefore we believe that the berm can be constructed 1 foot shorter for every 50 feet west of the eastern 100-foot area. A minimum 2-foot-tall berm should be constructed along the entire northern side of the buffer. We believe that the 65-foot buffer area is more than adequate to provide a catchment area for potential shallow soil movement of the steep southern slope. The 2-foot berm would just be needed to force any water from the creek that is rerouted during a landslide to the buffer on the western side of the site and away from the development. A steep slope rises to the east along the eastern edge of the site. Although we did not observe indications of slope instability, there is some potential for some soil movement of the near-surface soils similar to what could occur on the steep slope at the southern side of the site. This potential exists for all steep slopes in the Puget Sound areas. It is our professional opinion that a 25-foot buffer from the southeastern slope is adequate for this project. Any shallow landslide that could potentially occur in this area would readily be contained in the buffer area in our opinion. For both this buffer area and the 65-foot buffer on the southern side of the site, if soil is deposited into the buffer via landslides and/or soil movement, the soil should be removed within a few weeks. This is so the buffers are free to "catch" more soil in the future. GEOTECH CONSULTANTS, INC. V?lley View Mobile Park, LLC April 1 , 2008 · JN 08070 Page 8 In accordance with Table 1613.5.2 of the 2006 International Building Code (IBC), the site soil profile within 100 feet of the ground surface is best represented by E (Soft Soil Profile). The upper 10 to 40 feet of loose soil at the site could be prone to liquefaction during a large seismic event. A discussion of seismic liquefaction, along with some recommendations for foundations of the proposed residences on the site and site grading, is given below. The site is underlain by loose, saturated, a.lluvial soil consisting of silty sand, sand, and sandy silt. These soils have been demonstrated to have a moderate to potentially high potential for liquefaction during a large earthquake. Current geotechnical analysis cannot accurately predict where and to what extent soil liquefaction will occur during a large earthquake. It is therefore prudent to assume that soil liquefaction could occur beneath the site. The study of liquefaction and its resulting effects is ongoing, as development in areas underlain by saturated alluvium or hydraulic fill has only really occurred to a great extent in the last 20 to 30 years. Recent observations from earthquakes occurring in the State of California and in Japan indicate the following information about structures in areas underlain by liquefiable soil: • Ground surface subsidence due to liquefaction tends to occur either over a large area or at concentrated points where sand boils occur. • Differential foundation settlement typically occurs either at the location of a sand boil or where the subsurface soil conditions change significantly. • Catastrophic foundation settlement due to liquefaction occurs primarily as a result of lateral spreading, particularly in waterfront areas. • Conventionally constructed structures have not been documented to exhibit a high percentage of catastrophic foundation failures in liquefiable areas. Due to the uncertainties in predicting the potential effects of seismic liquefaction on structures in liquefaction-prone areas (that generally are located in river valleys), we recommend the following for foundations of the proposed residences: • All foundations be supported on at least 2 feet of structural fill ~ All foundations are continuous (thus, no individual footings should be used). • All foundations are designed to span 10 feet unsupported. • A low bearing capacity of 1,000 psf should be used in the design of the foundations. These recommendation will allow the exterior footings to span across any areas of concentrated liquefaction (sand boils). The potential for a sand boil to occur beneath, or near, an interior spread footing where the ground surface is constrained by underslab fill and the slab itself is low. Considering the recommendations presented above, it is our professional opinion that the differential foundation settlement that could be experienced by site structures during a large earthquake should be on the order of 2 to 3 inches in a distance of 100 feet. It is our opinion that no additional liquefaction mitigation measures need to be incorporated into the structures beyond what are recommended in this geotechnical report. A majority of the proposed development portion of the site is relatively flat, with grades in the range of 9 percent or less. The only exception is where obvious grading, that likely GEOTECH CONSULTANTS, INC. Valley View Mobile Park, LLC April1, 2008 JN 08070 Page 9 included the placement of fill soils, was done on the southern portion of the current trailer park. We recommend that the southern portion of the trailer park area be graded so that slopes are no steeper than 2.5:1 (H:V). Once this is d_one, and because the remainder of the site is relatively flat, it is our professional opinion that the potential of lateral spreading due to seismic liquefaction is minor. · By preventing catastrophic settlement of the foundations, the safety of the occupants should be protected. This conforms to the intent of the 2006 IBC, which requires that the design "safeguards against major structural failures and loss of life." The intent is not to prevent damage or ensure continued function of the structure after the design seismic event. Excavation slopes should not exceed the limits specified in local, state, and national government safety regulations. Temporary cuts to a depth of about 4 feet may be attempted vertically in unsaturated soil, if there are no indications of slope instability. However, vertical cuts should not be made near property boundaries, or existing utilities and structures. Based upon Washington Administrative Code (WAC) 296, Part N, the upper soils at the subject site would generally be classified as Type C. Therefore, temporary cut slopes greater than 4 feet in height should not be open excavated at an inclination steeper than 1.5:1 (Horizontal:Vertical), extending continuously between the top and the bottom of a cut. The lowest building floors can be constructed as slabs-on-grade if placed atop at least 12 inches of structural fill. In addition, more-than-normal amounts of steel should be placed in the slab to deter the greater-than-normal potential for cracking of the slab. The subgrade soil must be in a firm, non-yielding condition at the time of slab construction or underslab fill placement. Any soft areas encountered should be excavated and replaced with select, imported structural fill. Foundation drains should be used where (1) crawl spaces or basements will be belo'{II a structure, (2) a slab.is below the outside grade, or (3) the outside grade does not slope downward from a building. Drains should also be placed at the base of all earth-retaining walls. These drains should be surrounded by at least 6 inches of 1-inch-minus, washed rock and then wrapped in non-woven, geotextile filter fabric (Mirafi 140N, Supac 4NP, or similar material). At its highest point, a perforated pipe invert should be at least 6 inches below the bottom of a slab floor or the level of a crawl space, and it should be sloped for drainage. All roof and surface water drains must be kept separate from the foundation drain system. LIMITATIONS The conclusions and recommendations contained in this report are based on site conditions as they existed at the time of our exploration and assume that the soil and groundwater conditions encountered in the test pits and test borings are representative of subsurface conditions on the site. If the subsurface conditions encountered during construction are significantly different from those observed in our explorations, we should be advised at once so that we can review these conditions and reconsider our recommendations where necessary. Unanticipated soil conditions are commonly encountered on construction sites and cannot be fully anticipated by merely taking soil samples in test pits and test borings. Subsurface conditions can also vary between exploration locations. Such unexpected conditions frequently require making additional expenditures to attain a properly constructed project. It is recommended that the owner consider providing a contingency fund to accommodate such potential extra costs and risks. This is a standard recommendation for all projects. GEOTECH CONSULTANTS, INC. Valley View Mobile Park, LLC April1, 2008 JN 08070 Page 10 The recommendations presented in this preliminary report are directed toward the protection of only the proposed structures from damage due to slope movement. Predicting the future behavior of steep slopes and the potential effects of development on their stability is an inexact and imperfect science that is currently based mostly on the past t;iehavior of slopes with similar characteristics. Landslides and soil movement can occur on steep slopes before, during, or after the development of property. At additional cost, we can provide recommendations for reducing the risk of future movement on the steep slopes, which could involve regrading the slopes or installing subsurface drains or costly retaining structures. However, the owner must ultimately accept the possibility that some slope movement could occur. This preliminary report has been prepared for the exclusive use of Valley View Mobile Park, LLC, Robert E. McCormick, and their representatives, for specific application to this project and site. Our recommendations and conclusions are based on observed site materials, and current site conditions, and our experience. Our conclusions and recommendations are professional opinions derived in accordance with current standards of practice within the scope of our services and within budget and time constraints. No warranty is expressed or implied. The scope of our services does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractor's methods, techniques, sequences, or procedures, except as specifically described in our report for consideration in design. Our services also do not include assessing or minimizing the potential for biological hazards, such as mold, bacteria, mildew and fungi in either the existing or proposed site development. The following plates are attached to complete this report: Plate 1 Plate 2 Plates 3 -7 Plates 8-12 Vicinity Map Site Exploration Plan Test Pit Logs Boring Logs GEOTECH CONSULTANTS, INC. V.alley View Mobile Park, LLC April1, 2008 JN 08070 Page 11 We appreciate the opportunity to be of service on this project. If you have any questions, or if we may be of further service, please do not hesitate to contact us. Respectfully submitted, GEOTECH CONSULTANTS, INC. 4~ D.;3~L_ Gary D. Beckham, P.G., P.E.G. Senior Engineering Geologist D. Robert Ward, P.E. Principal cc: Pacific Engineering Design, LLC, -Greg A Diener, P.E. GB/DRW:jyb GEOTECH CONSULTANTS, INC. A 1 SE 171st St 2 SE 170th Ct 3 158th Ct SE I • s, GEOTECH CONSIJLTANTS, INC. " 1~4th St .. I 12 ..:w ~"-' !l iEast .~nton. Highl~nds · ' VICINITY MAP 16405 SE Renton-Maple Valley RD. Job 08070 King County, Washington Date: cale: Plate: March 2008 Not to Scale N 1 ··--------.. --. . ···.::: -----:···-:-::::: :-::-:-::-: .·.::·_-··.:.:.:.:.: . .-. -_ -=---=-... ,.._ . ..::.:..:::::.:.:.:.::.: __ --RENTDN_ ~VAi.r.EYR(W):@ ias" ---•.:_ --- ' -------:----,--=---=-----=-=-=----=----=-----=----=----~--1------------- :~, ~ ----r::::=:::=--~ --!r---1:--;;;;-. .. . --- ,</· •. ~fit}~ --. i , . " · PA1ll~ , ;~;;------•... ---........ ------------~ ~-::-,;=:__ ~ ~--::...::::..._------=--==--=--~ --=-========; -----------------------------RfCll~.---, -~~-~·:. ----.~-- r:;-· ~~] , ·L- ------_,ff-f-. -_ .... -. ; ~ .;- \/I:· -.·· ..-r. -~_. -c -i Legend ---- ......... '-' = Approximate Test Boring Location CA" = Approximate Test Pit Location ·SPACE- ., /. / / ~-·:.J ~,.;;' .. / , 0 B'l -~ .{.~--. ,.:>-, r , "" 1~ ' 1; ~..,~0"~-~.~-~-i----\<~''-'.-~~~:-~....:·~--==::--~~:--;;~ ,--~ SITE EXPLORATION PLAN 16405 SE Renton-Maple Valley RD. GEOTECH CONSULTANTS ~ l. . ~-Job . 08070 King County, Washington Plate: 2 ---- 5--.. .. .. .. --- 15- ---· - ... ... ""' 15- . FILL TEST PIT 1 Description 2" Brown, silty SAND (Topsoil) over; Brown & gray, silty SAND with gravel, crushed rock, cobbles, miscellaneous debris, wet, loose (Fill) Gray SILT and gray, silty SAND, with assorted gravel & wood, very wet, loose/soft, highly disturbed (Mass Wasteage Deposits-MWD) ~~ -8" Dia. log encountered GM Grav, siltv, sandv GRAVEL, saturated, dense (Alluvium) FILL SM ML * Test Pit terminated at 12.5 feet on March 6, 2008. * Moderate groundwater seepage observed at 4.5 feet during excavation. * Could not advance test pit deeper than 12.5 due to severe caving from 2.5 to 11.5 feet. TEST PIT 2 Description 2" Brown, silty SAND (Topsoil) over; Brown & gray, silty SAND with gravell, crushed rock, cobbles, miscellaneous debris, wet. loose (FIii) Gray SILT and gray, silty SAND, with gravel, cobbles & wood, very wet, loose/soft, highly disturbed (Mass Waste Deposits-MWD) GM Gray, siltv, sandv GRAVEL, saturated, dense (Alluvium) * Test Pit terminated at 12.5 feet on March 6, 2008. • Moderate groundwater seepage observed at 4.5 feet-during excavation. • Could not advance test pit deeper than 12.5 due to severe caving from 2.5 to 11.5 feet. --. ,:l "' GEOTECH . ., CONSULTANTS, INC. TEST PIT LOG 16405 SE Renton-Maple Valley RD . ~:t..,~l=~y,-~==~-~ King County, Washington Job Date: Logged by: Plate: 08070 March 2008 GDB 3 ---- 5 - I- I- I-.. 10 ----- 15 - ---- 5 ------• I- 10 I- I- I- 15 - TEST PIT 3 Descript/ori FILL 4" Brown, silty SAND (Topsoil) over; Brown, silty SAND, with gravel, cobbles, pea-grav M· SP SM· r.m GW/GM • J:.ill SM .1Jli GM ML • ;.'·'"'i;.\: .. ........ -~. ~ ; • ··~··=-'" ... _ ... ~;~\i:~; crushed rock, wood, miscellaneous debris, very moist, loose (FiJJ) Gray, silty SAND and sandy SILT, with wood, very moist to wet, loose/medium-stiff, !'\.highly disturbed (Mass Wasteage Deposits-MWD) Orange-red SAND, with SILT and silty SAND, very moist, medium-dense (MWD) Brown-gray GRAVEL and silty, sandy GRAVEL, wet, dense (Alluvium) * Test Pit terminated at 10 feet on March 6, 2008. * No groundwater observed during excavation. * No caving observed during excavation. * Encountered pea-gravel from sewer pipe trench parallemg the north side of the test pit at 9 to 1 O feet, Abandoned test pit to avoid damage to sewer trench and pipe. TEST PIT 4 Description 6" Dark brown, silty SAND, with gravel (Topsoil) over; Brown to orange/brown, silty SAND, fine-medium-grained and few gravels, very moist, very loose to loose (Mass Wasteage Deosits-MWD) Orange-brown, silty, sandy GRAVEL, moist, loose (MWD) Gray-brown SILT, with roots, wet, soft (MWD) -dips about 5 -10 degrees NW Gray, sandy GRAVEL, with cobbles, moist, dense (Alluvium) * Test Pit terminated at 12 feet on March 6, 2008. * rin Groundwater observed at 11.5 feet du g excavation. * Caving of gravel from 6 to 12 feet observed during excavation. TEST PIT LOG GEOTECH 16405 SE Renton-Maple Valley RD. CONSULTANTS, INC. King County, Washington Job Date: Logged by: Plate: 08070 March 2008 GB 4 el, ... -FILL -OL -SM 5 -M/M -GP ... SP ... ,;, .. --i:.a.:" ... ~~;~J: L...-... ... 10 -- 15 - I- I-FILL I-SM/GM I-:-~~.:,;,::.~.., 5 ~ ~l~~l'. I- I-~:,t:i~ .... L;. .;:•:.• .... 10 L...- .... .... I-... 15 ~ TEST PIT 5 . Description Forest duff & brown silty SAND (Topsoil) over; Brown-gray, silty SAND, fine-to medium-grained, with gravel, moist, medium-dense (Fill -Ion encountered Dark brown, sandy, oraanic SILT, with roots, moist, medium-stiff to stiff (Relict topsoil) Brown grading to gray, silty SAND, with gravel & wood debris, moist, loose, highly 11disturbed (Mass Wasteage Deposit-MWD) Brown siltv SAND & sandv SILT, verv moist, medium-dense, hiahlv disturbed !MWD\ \c,."" fin» -;; mr,i~t --di• •m-dense ' " Brown-aray SAND, medium-grained, moist, medium-dense (MWD) Brown-gray, sandy GRAVEL, with trace SILT, moist, medium-dense (Alluvium) * Test Pit terminated at 12 feet on March 6, 2008. . . • No groundwater observed durmg excavation . • Could not advance test pit deeper than 12 feet due to serve caving from 5 to 12 feet. TEST PIT 6 Description Forest duff & brown silty SAND (Topsoil) over; Brown, silty SAND, with gravel, cobbles, roots & wood, moist, loose (Fill) Brown, silty SAND, with gravel & sandy GRAVEL, moist, medium-dense (Alluvium) Gray, sandy GRAVEL, with cobbles, moist, medium-dense, dips 20 degress NW (Alluvium) * Test Pit terminated at 8 feet on March 6, 2008 . * No groundwater observed during excavation . • Could not advance test pit'deeper than 8 feet due to sevre caving of gravel. ____ ,_., GEOTECH ~ CONSULTANTS, INC. TEST PIT LOG 16405 SE Renton-Maple Valley RD. ~,,.,, ..... ~="""""""'=-..... ;; y=-Jab 08070 King County, Washington Date: Logged by: Plate: March 2008 GB 5 .... ... -- 5 ----... 10 -... ... -- 15 - 5 10 15 TEST PIT 7 Description Forest duff & brown, silty SAND (Topsoil) over; FILL Brown, silty SAND, fine-to medium-grained, with cobbles & roots, moist, loose (Fill mixed with Mass Wasteage Deposit-MWD) ... leM Orange & brown, silty SAND and SAND, fine-to medium-grained, wet, loose (MWD) .Y SP =~ Dark brown sandy oraanic SILT, wet, stiff (Relict Too.soil) SP Blue-gray SAND, fine-to medium-grained, with silt and wood, very wet, loose (MWD) SM ~ -becomes a mix of blue-gray SAND and PEAT(mostly woody mats) (MWD) T GM Gray, sandy, silty GRAVEL, saturated, dense (Alluvium) * Test Pit terminated at 11.5 feet on March 6, 2008. • Moderate groundwater seepage observed at 4 feet during excavation. Hea roundwatersee a e observed at 10 feet durin vyg pg g excavation. • Could not advance test pit deeper than 11.5 due to severe caving from 1 O to 11.5 feet. TEST PIT 8 Description FILL Forest duff & brown silty SAND (Topsoil) over; Red, orange, brown & gray, silty SAND and SILT, with ravel & lastic drain i e, wet, loose Fill ML Mottled brown to orange gray SILT, with roots, wet, very soft (MWD) Brown, sandy GRAVEL, with cobbles, moist, loose (Alluvium) =c--c<--1 -becomes medium-dense .. , .... ,. ::-~;'.! -grades to mostly sandy, fine GRAVEL, moist, medium-dense .... -.. ! ,(~PJ, . . . --~ .. : ,. :, i .. ~.~-:. * Test Pit terminated at 10 feet on March 6, 2008. * No groundwater observed during excavation. * Severe caving observed from 1.5 to 10 feet during excavation. TEST PIT LOG GEOTECH 16405 SE Renton-Maple Valley RD. CONSULTANTS, INC. King County, Washington Job08070 Date: Logged by: Plate: March 2008 GB 6 ,_ ,_ ,_ ... 5--.... -.. .. 10--,_ ... .. 15 ._ TEST PIT 9 Description SM I ML Forest duff & brown sandy SILT (Topsoil) over; Brown to red brown, silty SAND and sandy SILT, nearly saturated, very loose/ very soft (Mass Wasteage Deposit-MWD) Blue-gray, silty SAND and sandy SILT, saturated, very loose (MWD) ::::: •,• ::~! ::::;::::::::::: i:i:J:J:i:!:[:[:/ * Test Pit terminated at 12 feet on March 6, 2008. * Moderate groundwater seepage observed at 2.5 feet during excavation. * Could not advance test pit deeper than 12 feet due to severe caving from 2.5 to 12.5 feet. TEST PIT LOG GEOTECH CONSULTANTS, INC. 16405 SE Renton-Maple Valley RD. King County, Washington Job08070 I Date: lLogged by: IP/ate: March 2008 GB 7 ... ... ... ... 5 .... ----10 lo---... ... 15 .... ... ... ... ... 20 ----- 25 --... ... ... 30 .... ... ... ... ... 35 ---... ... 40 ..... ... ... ... ... 45'-- 4 3 2 4 4 3 19 33 FILL ~ SM ML :t?!\?11 BORING 1 . Description 3" Crushed rock over: Brown sil'" SAND !l'iJI\ -Brown SAND, firie-to medium-grained, with silt; moist; loose (Mass Wasteage Deposits-MWD) -becomes interlayered with brown silt with organics, very wet to nearly saturated lnterlayered blue gray, silty SAND, fine-to medium-grained, and sandy SILT, saturated, very loose/very soft, highly disturbed (MWD) -becomes mostly blue/gray SAND with occasional silt interlayers Orange oxidized, brown SAND, fine-to medium-grained, with occasional 1 -2" thick silt and silty peat inter/ayers, saturated, very loose (MWD) -fewer silt and silty peat inter/ayers , ,i:r :;::::,,<;:f· ., ... , .... "'""""· ""''"m-de,,, Gray, fine sandy SILT, very wet, hard (Pre-Fraser Silt) • Test boring was terminated at 35 feet during drilling on March 12, 2008 . • Groundwater seepage was encountered at 7.5 feet during drilling . BORING LOG 16405 SE Renton-Maple Valley RD. King County, Washington GEOTECH CONSULTANTS, INC. Job Date: Logged by: Plate: 08070 March 2008 GOB 8 BORING 2 Description .. 2" Crushed rock over: Brown, silty SAND with gravel, with asphalt & wood 5 ------· ·----------deoris';-moist, loose-(Fill)---------· --·· · ---·-------------.. FILL -4 1 I -charcoal and pieces of hard silt in sample -"' -21 -3 Blue gray, silty SAND, fine-to medium-grained and sandy SILT, with several peat interlayers, saturated, very loose/soft, highly disturbed -(Mass Wasteage Deposits-WMD) --31 -becomes mostly sandy SILT, very soft -1 10 .. .. SM -ML -2 41 -considerable charcoal and some pieces of wood and gravel encountered -15 --.. .. 6 51 -increasing sand, 3" piece of wood in sampler -20 .. ... ---------------... ,. . . -14 61'.r-: ,. Gray, silty SAND, fine-to medium-grained, with coarse sand, and mostly -fine gravel, saturated, medium-dense (Alluvium) 25 -: SM - ; ''f. ·t --26 71 :, 'T. -30 --.. -35 -.. .. • Test boring was terminated at 30 feet during drilling on March 12, 2006 . .. • Groundwater seepage was encountered at 5 feet during drilling • .. 40 ----- 45 - BORING LOG GEOTECH CONSULTANTS, INC. 16405 SE Renton-Maple Valley RD. King County, Washington Job08070 Date: Logged by: Plate: March 2008 GOB 9 I,,. --------------- 5 .__ .... .... .... .... 10 .__ .... .... I- I- 15 I--.. .. .. .. 20 I--.... .... .... - 25 ~ ---- 30 .__ .... .... .... .... 35 ~ I,,. -- I,,. 40 -... ... ... ... 45 ...._ -,----- T BORING 3 Description 3" grass/sod over: Brown, silty SAND, fine-to coarse-grained, with --------fill---considerable-gravel,-moist,Joose-(Fi111----------------- 7 191-..-..c,,-;J-~~~~~~~~~~~~~~~~ Ill Brown grading to gray, fine silty SAND and fine sandy SILT, with gravel and some organics, saturated, loose/soft, highly disturbed 2 2 I (Mass Wasteage Deposits-WMD) -grades to mostly fine sandy silt, very soft 9 1 50/4" 69 SM ML 41, .• ·.a,. -orange oxidized brown SILT with sand and gravel at tip of sampler, silt highly fractured & disturbed · -grades to fine sandy SILT, very soft :c\~r Gray brown, sandy GRAVEL, with cobbles, saturated, very dense •• GW i (Alluvium) ...1 .. ~ •... s 1 ~.::-t;{; ~i ~~~--becomes mosUy red-oxidized, fine gravel a lii:.•:t·~ • Test boring was terminated at 22.5 feet during drilling on March 12, 2008. • Groundwater seepage was encountered at 3 feet during drilling. BORING LOG GEOTECH CONSULTANTS, INC. 16405 SE Renton-Maple Valley RD. King County, Washington Job 08070 Date: Logged by: Plate: March 2008 GOB 5 10 15 20 25 30 35 40 45 BORING 4 Description "'". -~--__ . ···~· .. -~. FILL--~·0~~t~~:~~ over: Brown, silty SAND w~h gravel a_nd pieces of hardSILT, _ ... i-5 i--... 3 -... .... 4 -I- I-... ... 6 -i-... ... ... 5 --... ... ... 2 -... ... -50 ... -... ------... ... --... ... ... - 61 SM ML Orange/brown, sandy SILT with occasional fine gravel, pieces of hard silt and considerable wood and bark fragments, very wet, soft to stiff, highly disturbed (Mass Wasteage Deposits-MWD) -becomes silty SAND with silt inclusions, saturated, very loose -increasing gravel -becomes gray SAND with silt and sandy SILT with pieces of wood, saturated, loose/medium-stiff -grades to interlayered SAND and sandy SILT. : GM (Alluvium) "'i:\+.1.i+.,:\-\·,\;\1--G-r_a_y_an-d-br-ow_n_s_ilt-y,-s-a_n_dy-gr-a-ve_l_w_it-h-co_b_b_le_s_. s-a-tu_r_a-te_d_, v-e-ry-de_n_s_e __ 71 J:ltff.l • Test boring was terminated at 29 feet during drilling on March ,12, 2006. • Groundwater seepage was encountered at 5 feet during drilling. BORING LOG 16405 SE Renton-Maple Valley RD. King County, Washington ~i4 GEOTECH ~ CONSULTANTS, INC. ~l,,,~t-~)'-';;!!!---........ Job Date: Logged by: Plate: 08070 March 2008 GDB 11 ... ... ... 5 ...... ---- 10 .... ... ... ... ... 15---... -- 20 ----- 25 .... ... ... ... ... 30 ----- 35 ----- 40--... ... ... ... 45 ..... ... ... 4 2 3 5 6 8 6 8 8 50 • 3 BORING 5 Description 2" Crush rock over: Brown, silty SAND, fine-to medium-grained with gravel ------ancJcrushelcl.-rock,-wet,lcmse (Fill)---------------------------- FILL -becomes mostly medium sand wtth silt, wet, very loose lnterleyered orange-red oxidized SAND, fine silty SAND, and fine sandy SILT, saturated, very loose/very soft, highly disturbed (Mass Wasteage Deposits-MWO) -becomes gray, silty SAND and sandy SILT, with gravel, saturated -becokmes medium-stiff -3" piece of wood in sampler ---------------- -considerable wood in sampler, becomes mostly fine sandy SILT (MWO) -1ess wood -thin layers of peat on top of gray SILT, loose/medium-stiff -becomes stiff ~--------------- 1:ef.!:S.!:!Pal:4:!I -becomes gray SAND with silt, saturated, loose (MWO) 101: ~ :-f~""~~ Brown, silty, sandy GRAVEL, with cobbles, saturated, very dense (Alluvium) 111,'-:-;;-e•) / * Test boring was terminated at 49 feet during drimng on March 12, 2006 . 11111 ;. c'.i!i • Groundwater seepage was encountered at 5 feet during drilling. BORING LOG GEOTECH 16405 SE Renton-Maple Valley RD. CONSULTANTS, INC. King County, Washington Job 08070 Date: Logged by: Plate: March 2008 GOB 12 Slope backfill away from foundation. Provide surface ---··--------drains where necessary. ----·-__ .. ________ _ Backfill (See text for requirements) Washed Rock (7/8" min. size) Nonwoven Geotextile Filter Fa bric Tightline Roof Drain (Do not connect to footing drain) .___ 4" Perforated Hard PVC Pipe (Invert at least 6 inches below slab or crawl space. Slope to drain to appropriate outfall. Place holes downward.) NOTES: (1) In crawl spaces, provide an outlet drain to prevent buildup of water that bypasses the perimeter footing drains. (2) Refer to report text for additional drainage, waterproofing, and slab considerations. .._ .il ·"' G EOTECH . ., CONSULTANTS, INC. ~ ..... ~t~~,.,...~==-- FOOTING DRAIN DETAIL· 16405 SE Renton-Maple Valley RD . Job 08070 King County, Washington Date: cate: Plate: March 2008 Not to Scale 13 GEOTECH CONSULTANTS, INC. 13256 Northeast 20th Street, Suite 16 Bellevue, Washington 98005 (425) 747-5618 FAX (425) 747-8561 September 9, 2008 JN 08070 Valley View Mobile Park, LLC 161 Mapleway Road · Selah, Washington 98942 Attention: Robert E. McCormick Subject: Response Letter Proposed Residential Subdivision 16405 Southeast Renton-Maple Valley Road King County, Washington Dear Mr. McCormick: We prepared a preliminary geotechnical engineering report regarding the proposed subdivision project dated April 1, 2008. Since that time, we received a copy of a comment letter prepared by King County dated June 9, 2008 following the initial submittal of plans for the project. Some of the items included in the comment letter were with regards to geotechnical issues. Below in this letter we have included the specific comments that were included in King County's letter, and they are then followed by our response. In preparation of this letter, we also reviewed Sheets P1 through pg of the project, which were prepared by Pacific Engineering, LLC and dated September 9, 2008. Groundwater: Please submit geotechnical recommendations to address groundwater for the construction of the roads and subdivision. Revise the conceptual drainage plan as needed to address groundwater. RESPONSE: Groundwater was revealed in our explorations in the area of the new road and subdivision of about 4 feet or deeper. The grading plans for the new road indicate a cut of up to 4 feet. Thus, some groundwater may be encountered. The use of a French Drain has been included in the new plans if groundwater is encountered. This will mitigate any impacts of groundwater on project construction. Project impacts to groundwater will be mitigated through compliance with applicable stormwater management requirements. Geotechnica/: 1. As proposed, the Jots along the east steep slopes (lot 19-21 and possibly 17 and 18) intrudes into the required 25 foot steep slope buffer. The buffer must be fully contained in a separate tract. Please either revise the plans to show the recommended 25 foot buffer in the critical areas tract or provide supplemental geotechnica/ engineering information that supports further reduction of the buffer width. In addition, a fencing and buffer restoration plan must be provided for the disturbed portions of the steep slope and landslide hazard area buffers. The planting plan must use native species and shall be designed to minimize the intrusion of invasive species. GEOTECH CONSULTANTS, INC. V?lley View Mobile Park, LLC September 9, 2008 · JN 08070 Page 2 RESPONSE: The plans now indicate that Lot 21 has been deleted. Intrusion into the steep slope buffer for the remaining lots has been eliminated. The Buffer is fully contained in a separate tract. 2. Please have the project geotechnica/ engineer specifically evaluate the debris flow risk associated with an emergency overflow event or embankment breach in the pond at the head of the ravine. The evaluation should include discussion of the expected flow . volumes, geomorphic impacts, life safety hazards and risk of property damage, as well as some discussiof'I of the likelihood of these events. Please also include discussion of, and if appropriate, incorporate, additional mitigation measures to minimize the hazard from these and other low probability, high hazard events. RESPONSE: As discussed on Page 7 of our report, we provided a height for a protection berm on the southern portion of the property that would correspond to an extremely large, low-probability event. This berm will provide protection against a debris flow that could begin well upslope of the berm. In our analysis of the volume of the debris, we assumed that a greater than 1-in-100 years precipitation event would occur that would trigger such a large debris flow event. Is such an event were to occur, precipitation that reaches the ground above the berm, as well as overflow water from the upslope detention pond, would be the trigger for the debris flow. Therefore, the proposed berm provides adequate life- safety for the inhabitants of subdivision if a 1-in-100 years precipitation event, or higher, were to occur in our opinion If a catastrophic event were to occur that included the failure of the upslope detention pond, the berm may be overtaken. However, the only likely scenario for the failure of the pond would involve a very significant earthquake during/following an extreme precipitation event. The likelihood of two significant events such as these occurring together is extremely low. Thus we do not believe that designing the berm for the possibility .of the failure of the upper detention pond is warranted for this project. 3. Please provide more details regarding the conceptual debris flow mitigation berm. The current proposal does not appear to include rock or other armoring measures. Please verify that a structural fill berm will be stable in the event of anticipated debris flows and if necessary provide reinforcement, armoring, or other energy dissipation features to · turn the flows and protect the berm. RESPONSE: Armoring of the berm is included in the current plans. We believe that the berm is well protected if a debris flow were to reach it. 4. Please either extend the debris flow mitigation berm to the base of the steep slope to the east or provide appropriate rear yard protection along lots 15-21. RESPONSE: This is now included in the plans. 5. Please either relocate the debris flow mitigation berm outside the required stream buffer or provide ecological justification and/or mitigation for locating it as proposed. RESPONSE: The berm is a soil and rock structure. Since it is made from natural materials in their natural state, we believe that inqluding the berm in the stream buffer is justified. GEOTECH CONSULTANTS, INC. Valley View Mobile Park, LLC September 9, 2008 JN 08070 Page 3 6. A conceptual debris flow mitigation area maintenance plan must be provided if the proposal will require cleaning or repair after the debris flow events. The conceptual plan must address ownership, access and financial responsibilities. Engineering details can be deferred until plat engineering plan review. RESPONSE: If a large debris flow were ever to occur, that chance of it occurring again for some time is almost infinitesimal. However, it is important that the debris be cleared out and any repairs to the berm also be performed in a timely manner. Cleaning or repair work should occur within three months of the debris flow in our opinion. The ground level in the stream buffer area before and after a potential debris-flow event should be the same. Cleaning or repair must be conducted in a manner that will restore critical areas and their buffers. Access for clean-up of the debris will be needed at the northwestern corner of the site. 7. Please provide an analysis of the ability to store or safely convey water and landslide debris without increasing the current risk to adjacent properties and public right of way. If mitigation measures are required, conceptual plans must be included. RESPONSE: Our analysis for the amount of debris area needed upslope of the berm only includes the southeastern buffer area. However, there is a very large amount of buffer area remaining to the west and ·northwest of the southwestern buffer area. Therefore, it is our professional opinion that any debris flow can readily be kept on the property. As for the water runoff, an 18-inch pipe is included in the buffer area that can convey all of the projected runoff from the upstream pond up to approximately 15 cfs. We appreciate the opportunity to be of service on this project. If you have any questions, or if we may be of further service, please do not hesitate to contact us. Respectfully submitted, GEOTECH CONSULTANTS, INC. cc: Pacific Engineering Design, LLC, -Greg A. Diener, P.E. via email to: greg@paceng.com DRW: jyb GEOTECH CONSULTANTS, INC. .GEOTECH CONSULTANTS, INC. Valley View Mobile Park, LLC 161 Mapleway Road . Selah, Washington 98942 Attention: Robert E. McCormick Subject: Update to Response Letter Proposed Residential Subdivision 16405 Southeast Renton-Maple Valley Road King County, Washington Dear Mr. McCormick: 13256 Northeast 20th Street, Suite 16 Bellevue, Washington 98005 (425) 747-5618 FAX (425) 747-8561 October 16, 2008 JN 08070 We prepared a preliminary geotechnical engineering report regarding the proposed subdivision project dated April 1, 2008. Thereafter, we received a copy of a comment letter prepared by King County dated June 9, 2008 following the initial submittal of plans for the project. We prepared a response letter September 9, 2008 .. We understand that the property will be annexed into the City of Renton. A letter was prepared by the city following the response by the project team (including our firm) dated September 19, 2008. They have requested more information be provided to comments raised in the King County letter. · One issue in the City of Renton letter Is related to our services: The issue is that "a conceptual debris flow mitigation area maintenance plan is needed if the proposal will require cleaning or repair after debris flow event". In our opinion, cleaning and/or repair will be needed. Therefore, we make the following recommendations: • 1. Because we understand that a permit will likely be needed in order to do any cleaning and/or repair, we recommend that such a permit be obtained soon after a debris flow event. 2. Once a permit is secured, cleaning and/or or repair should begin within 60 days. 3. Cleaning and/or repair should include removing all soil and debris within the stream buffer area on the southern and western portions on the site. We have included a site plan indicating the location of the "potential clean-up area" on the property where cleaning and/or repair should be done. The soil and debris should be removed down to the ground level that existed priorto the debris flow event. In addition, the stormwater system that is located at the northern portion of the stream buffer should also be cleaned of any soil and/or debris. 4. Large equipment will likely be needed for cleaning and/or repair work, and we recommend that this equipment gain access to the potential clean-up area via a utility corridor that will be located between Lot 36 and Tract A (see attached site plan). 5. After the cleaning and/or repair work is completed, vegetation should be placed over disturbed ground; the vegetation should be similar to what existed prior to the debris flow event. GEOTECH CONSULTANTS, INC. Valley View Mobile Park, LLC October 16, 2008, JN 08070 Page2 We trust that this information is suitable for your needs at this time. If you have any questions, or if we may be of further service, please do not hesitate to contact us. Respectfully submitted, GEOTECH CONSULTANTS, INC. b. Robert Ward, P.E: Principal cc: Pacific Engineering Design, LLC, -Greg A. Diener, P.E. via email to: greg@paceng.com DRW:jyb GEOTECH CONSULTANTS, INC. • REVISIONS: A PORTION OF THE SE 1/4, SEC. 23, TWP. 23 N., AGE. 5 E., W.M.ANDA PORTION OF THE SE 1/4, SEC. 24, TWP. 23 N., AGE. 5 E., W.M . ----- TRACTC l.J)Jh_ITTES A-372~SF ------RENT5N_ llAPi.E VAT,;;-,. ----------------fERD/m,,., .~r ROAD (SR 16!i' ---------------------r"== --- TRACTE UTILITTES A•1,698:tSF ----------- OO'IIES: L/31/119 RODNEY HANSEN .. P.LS P.LS. NO. 21484 -PHONE: (+25) 253-84-40 ------------ I ' / I I I I I I. I , I' , , , , ,, ----:=-+====·=-----·-·--------··--r ··-,~-~~ -T""---------------------L s-----{'t""•·--···· "'"""'" --- Jj , . , , I 11 t·i I ' I I I --·•--... I -,----------fI' T" --~ l""' ~. 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AC<:;E~ + \JTILITTES ------PROPERTY BOUNDARY -------LOT LINE --·--ROAD CENTERLINE -------EXISTING EASEMENT "' EXISTING EASEMENTS OR PORTIONS OF EASEMENTS TO BE VACATED EXISTING GRADE CONTOUR ...J. -----~~"' A.•2,7~ SF -----------'"--......... -----.\ ··-' i="i-----Ct.1,1rn.1i•f ~11\;..•J Jsiear-----\. -------. ~rr +/-1<.;n· ~. l r . \ \ \ ,; A•29B,348• SF I BOUNDARY TRACTS NGPA lw .m!f AA-5/" JO 0102DJO "-*-..........-! r::.::, SCALEf-30' -ii § .~ ·~ I_) ,j 1 i ill -1 "' i &: -1 ! ~ .... • • ~ I \)')::\Cli;;,....,. &: •<> ~ ~ a, 'ii,~ <( ... I:.... g~ u! :5 ~, :e Q el $! C.) ' -"' I ~ • ·v, .. ·.. f II a; ,L l='.n j i ! ! g j a.. ~ 0 pl :i: a: 0 t!i 0 0 ~1.a :i: PRO..ECT NO.; 07083 DRA~ BY: HC8/BC8 ISSUE DATE; 04--02-2008 SHEET REV.! og..oo..2Q08 ll'f'IEI.JMINAAY 1'1.AT...,.,. '{ P2 SHEET 2 OF g MCCORMICK PLAT REVISED TRAFFIC IMPACT ANALYSIS CITY OF RENTON Prepared for Mr. Robert McCormick McCormick LLC C/0 Pacific Engineering Design, LLC 15445 53rd Avenue S., Suite 100 Seattle, WA 98188 Prepared by rcetfEx TRAFFIC EXPERTS 11410 NE 124TH St., #590 Kirkland, Washington 98034 Telephone: 425.522.4118 Fax: 425.522.4311 October 14, 2010 TraF~ Mr. Robert McCormick McCormick LLC C/0 Pacific Engineering Design, LLC 15445 53rd Avenue S., Suite 100 Seattle, WA 98188 Re: McCormick Plat -City of Renton Revised Traffic Impact Analysis Dear Mr. McCormick: NORTHWEST TRAFFIC £XPERTS 11410 NE 124111 St, #590 Kir~and. 'l"lA 98034 Phone: 425.522.4118 Fax: 425.522.4311 October 14, 201 O We are pleased to submit this revised traffic impact analysis (TIA) for the proposed McCormick Plat consisting of 34 lots for single family residential units. The proposed plat is located at 16405 SE Renton Maple Valley Rd. (SR 169). The project site has been annexed from King County into the City of Renton and the number of lots decreased from 37 to 34 thus requiring this revision to the TIA Access to the site is via an existing driveway connection to SR 169. The revised TIA has been prepared according to City of Renton Policy of Guidelines for Traffic Impact Analysis for New Development and the revised site plan. PROJECT DESCRIPTION Figure 1 is a vicinity map showing the location of the site and the surrounding major street network. Figure 2 is a close in area map showing the site location in relation to existing local streets. Figure 3 shows a preliminary site plan with 34 single family lots. Vehicle access is provided by a connection to SR 169 at the same location as the existing driveway. The anticipated horizon year for development is 2012. The site is currently utilized by 45 mobile homes and a duplex in the Valley View Trailer Park that will be removed with this development. Mr. Robert McCormick McCormick LLC Page 3 TRIP GENERATION TraF~ The 34 single-family units in the proposed McCormick Plat are expected to generate the vehicular trips during an average weekday and during the street traffic peak hours as shown in the following tables: TRIP GENERATION FOR 34 LOT MCCORMICK PLAT (ITE CODE 210) Time Period Trip Rate Trips Trips Total Entering Exiting Average Weekday 9.57 163 (50%) 163 (50%) 326 AM Peak Hour 0.75 6 (25%) 20 (75%) 26 PM Peak Hour 1.01 21 (63%) 13 (37%) 34 -MINUS TRIPS FROM EXISTING 45 MOBILE HOMES CITE CODE 240) Time Period Trip Rate Trips Entering Trips Exiting Total Average Weekday 4.99 -112(50%) -113 (50%) -225 AM Peak Hour 0.44 -4 (20%) -16 (80%) -20 PM Peak Hour 0.59 -17 (62%) -10 (38%) -27 -MINUS TRIPS FROM EXISTING 2 UNIT DUPLEX (ITE CODE 230) Time Period Trip Rate Trips Trips Total Entering Exiting Average Weekday 5.81 -6 (50%) -6 (50%) -12 AM Peak Hour 0.44 -0 (17%) -1 (83%) -1 PM Peak Hour 0.52 -1 (67%) -0 (33%) -1 NET INCREASE IN TRIPS Time Period Trip Rate Trips Entering Trips Exiting Total Average Weekday 45 44 89 AM Peak Hour 2 3 5 PM Peak Hour 3 3 6 Mr. Robert McCormick McCormick LLC Page 4 Traffjgjy A vehicle trip is defined as a single or one direction vehicle movement with either the origin or destination (exiting or entering) inside the study site. The trip generation is calculated using the average trip rates in the Institute of Transportation Engineers (ITE) Trip Generation. Seventh Edition, for Single Family Detached Housing (ITE Land Use Code 210). These trip generation values account for all site trips made by all vehicles for all purposes, including resident, visitor, and service and delivery vehicle trips. The trips generated by the existing 45 mobile homes and the 2 unit duplex in the Valley View Trailer Park will be removed with development of the McCormick plat. Trip generation for existing uses were calculated using ITE rates for Mobile Home Park (ITE Land Use Code 240) and Residential Condominium/Townhouse (ITE Land Use Code 230). After removal of the Valley View Trailer Park and construction and occupancy of the McCormick plat, there will be an estimated net increase of 89 daily trips, 5 AM peak hour trips, and 6 PM peak hour trips as shown in the above table. The proposal generates less than 30 PM net new peak hour trips and no intersections or street segments in the City of Renton will experience an increase of 5% in traffic volumes due to this development. Therefore, only the site access street/SR 169 intersection requires a level of service (LOS) analysis per the City of Renton Policy Guidelines for Traffic Impact Analysis for New Development. TRIP DISTRIBUTION AND ASSIGNMENT Figure 4 shows the PM peak hour site generated traffic volumes and distribution for the McCormick Plat project. The trip distribution is based on existing traffic volume count patterns, the characteristics of the street network, the location of likely trip origins and destinations (employment, shopping, social and recreational opportunities), expected travel times and previous traffic studies. EXISTING PHYSICAL CONDITIONS There are 45 existing mobile homes and a two unit duplex within the project site that will be removed with development. The site access street is in the same location as the existing site access driveway to the Valley View Trailer Park. Street Facilities The primary roads in the study area are classified as follows: SR 169 140th Ave. SE Site Access St. Principal Arterial Minor Arterial Local Access Mr. Robert McCormick McCormick LLC Page 5 Traff'fgJg SR 169 at the site access has a posted speed limit of 50 mph. SR 169 is 56 feet wide consisting of two travel lanes in each direction and a center turn lane with 8 ft. paved shoulders and no curb, gutter or sidewalk along the site frontage. The site is located in the Renton School District. All students will be bused to the Tiffany Park Elementary School, Nelsen Middle School or Lindbergh High School. The school bus stop is located in a bus pull out area located on the south side of SR 169 adjacent to the east side of the existing Valley View Trailer Park driveway. Sight Distance Entering and stopping sight distance at the site access street to SR 169 was observed and compared to City of Renton and WSDOT Design Manual requirements. SR 169 in this area is essentially flat and straight. Stopping sight distance and Intersection sight distance are excellent in both directions and meet City of Renton and WSDOT requirements. EXISTING TRAFFIC CONDITIONS Traffic Volumes Figure 5 shows the existing PM peak hour traffic volumes at the study intersection. A PM peak hour traffic volume turning movement count was performed on March 5, 2008 and is included in the technical appendix. Level of Service Analysis LOS is a qualitative measure describing operational conditions within a traffic flow, and the perception of these conditions by drivers or passengers. These conditions include factors such as speed, delay, travel time, freedom to maneuver, traffic interruptions, comfort, convenience, and safety. Levels of service are given letter designations, from A to F, with LOS A representing the best operating conditions (free flow, little delay) and LOS F the worst (congestion, long delays). Generally, LOS A and B are high, LOS C and D are moderate and LOS E and F are low. The LOS's were calculated using the procedures in the Transportation Research Board Highway Capacity Manual 2000. The LOS shown indicates overall intersection operation. At intersections, LOS is determined by the calculated average control delay per vehicle. The LOS and corresponding average control delay in seconds are as follows: Mr. Robert McCormick McCormick LLC Page 6 TYPE OF A INTERSECTION Signalized < - 10.0 Stop Sign .::10. Control 0 B >10.0 and .::20.0 >10 and .::15 TraF~ C D E >20.0 and >35.0 and >55.0 and .::35.0 .::55.0 .::80.0 >15 and <25 >25 and .::35 >35 and .::SO Levels of service calculated for the site access/SR 169 intersection shows the intersection operates at an acceptable LOS for existing and future conditions including site generated traffic. LOS calculation worksheets are included in the technical appendix. Accident History WSDOT historical accident records included in the technical appendix show there were four accidents on SR 169 within approximately 1000 feet of the Valley View Trailer Park driveway for the 3 year period ending April 30, 2010. All four accidents were single vehicle accidents. One of the accidents involved a vehicle striking an animal, one was a car fire, one was an ill driver going into the ditch and one was a vehicle hitting a concrete barrier. The accident history does not indicate an unusual accident pattern in the study area. We have field reviewed the site and surrounding street system. Based on the field review and the historical accident data there are no readily apparent safety issues at the proposed site access to SR 169. FUTURE TRAFFIC CONDITIONS WITHOUT THE PROJECT Figure 5 shows projected future PM peak hour traffic volumes without the project. These volumes include the existing traffic volumes plus background traffic growth plus pipeline project traffic. The WSDOT 2009 Annual Traffic Report, included in the technical appendix, shows there has been a decrease in volumes on SR 169 in the vicinity of the project site. However, for a conservative analysis, a 1.0% per year growth factor (for a 4 year period totaling 4%) was added to existing counts to account for any potential future growth in the area to the 2012 horizon year. The total future traffic volumes without project are shown in Figure 5. FUTURE TRAFFIC CONDITIONS WITH PROJECT Figure 5 shows the projected future PM peak hour traffic volumes with the proposed project. The site generated PM peak hour traffic volumes were added to the projected 2012 future without project traffic volumes after subtracting the existing trips generated by the Valley View Trailer Park. F >80. 0 >50 Mr. Robert McCormick McCormick LLC Page 7 Traff'&l:.{ Table 1 shows a PM peak hour calculated LOS C for existing and future conditions (with and without project) at the study street intersection. This meets the City of Renton intersection standards of LOS D or better. TABLE 1 PM PEAK HOUR LEVEL OF SERVICE SUMMARY INTERSECTION EXISTING FUTURE WITHOUT FUTURE WITH PROJECT PROJECT Site Access St./SR 169 C 19.3 NB C 20.3 NB C 22.7 NB XX Number shown is the average control delay in seconds per vehicle for the minor approach for unsignalized intersections, which determines the LOS for intersections per the Transportation Research Board Highway Capacity Manual 2000 C Indicates calculated level of service NB (northbound) Indicates direction of the minor approach for unsignalized intersections Right Turn Lane/Pocket Analysis at Site Access to SR 169 The current WSDOT Design Manual was used to determine if projected traffic volumes at the intersection of site access street to McCormick warrants a right turn lane or pocket on SR 169. Guidelines from Figure 910-16 from the WSDOT Design Manual shows a right turn pocket, taper or radius is recommended on SR 169 at the site access street based on projected 2012 traffic volumes as shown in Figure 6. Figure 7 shows the recommended geometrics for a right turn pocket or taper for a posted speed of 50 mph per the WSDOT Design Manual. TRAFFIC MITIGATION The City of Renton requires a Transportation Mitigation Fee payment of $75 per new daily trip attributed to new development. Removal of the 45 mobile homes and two unit duplex results in a net increase of 89 trips per day as shown in the trip generation tables. The estimated Transportation Mitigation Impact Fee is $6,675 (89 daily trips X $75 per daily trip). A right turn pocket, taper or radius on SR 169 at the site access street is recommended based on WSDOT Design Manual criteria. Mr. Robert McCormick McCormick LLC Page 8 SUMMARY, CONCLUSIONS AND RECOMMENDATIONS Traf~ We recommend that the McCormick plat be constructed as shown on the site plan with the following traffic impact mitigation measures: • Construct internal plat streets to City of Renton Standards. • Construct a right turn pocket, taper or radius per WSDOT design standards on SR 169 at the site access street. • Contribute the estimated Transportation Mitigation fee of approximately $6,675 to the City of Renton. No other traffic mitigation should be necessary. If you have any questions, please call 425-522-4118. You may also contact us via e-mail at vince@nwtraffex.com or larry@nwtraffex.com. Very truly yours, / II i--- Vincent J. Geglia Principal TraffEx ~X.PI RES: 9J'15'' 1 '} Larry D. Hobbs, P.E. Principal TraffEx ~ ' . _· . . ;:_ .. -. _j ~1 -: ,,, ~j : NL j r11 : ! ·,~.r-..,.•·-.,...,,....._,_,,... -~;..-·· • , ' t ii ., ,. '· McCormick Plat Vicinity Map * ::..1 NORTHWEST TRAFFIC EXPERTS ... J :, r. ?' Project Site Figure 1 --LC1 L'HC -•o•c c'""'"'"" ---E<'Sll>C E•O,:~Ei<· •• PRC'OCE:0 (As£,,ErH """i><l:J ,,.,o, ;:)NTC<.JS icX'S<'>G GSA!)£ C~Nll'.Je €x.'05() ""'-l H8CT1t i,-I""' ·•av ~~c, ~>S11o..£ ~, 55 ,,,, ~HCHS<S<s (SOLID (.D) 'N/ ST UHE PIPO OIRF;CTIC, "C"' •1s: eYOR•m ~> '-'' JU,0 e:l~ CC,,C OlJCKIIN; •rJO 0,P[ McCormick Plat Site Plan ,-: .. ,_ .. , . ;~ ~-l.q ~ .. ~/ J>::i~ :s j) &it ;f ,/1 NCJRTHW£ST TRAFFIC EXPERTS ----- . --·-i-----------------i ----: ------~~~ ---. c,-,.,---,-l_t -\ ,-----=n=--=---~ _:__,-;-.: / ) I ' """'-i f ' ' Figure 3 • ,. .. ,."r." '.')J( ----, ·--.... ,., ---- ' -·f' •. •.t,-; . ,~:·,··" l·.•!!- ' ... E.j-. -r9 - -1 PM Peak Hour 21 Enter 13 Exit 34 Total ____ _,.j .'-M -+---· i ! l ' I ' ' \---·--' _I '--i i ! / ~ j ' -~ .'·U •. J. --- S% ~·_-'_' ____ tLLL ___ L __ --- 76% o '----(:: J 1-: --~ I ,! ', I I I I ' I I ' ',' 'I I·' i i--;-11-1· ' -' 'i--: I I I ' J I ,; . / i' .-c: ii ----,--,--,-f-I ••-----'------! --~---·· ---Project Si~e , I '1 I, ~ I J .\CL ~~ -~ ~M-·. ·._ /(1 l-:t ~- . ~J........L---· __ L. -- ,:-· . . ... 1._.,, ····-,:-~==~~ --'-'""" , -, I ·, ' • j McCormick Plat Legend 15% Percentage of Project Traffic -PM Peak -15 Peak Hour Volume and Direction PM Peak Hour Trip Distribution Figure 4 : I L! ) ~ ) ' I , SE 152N [J C: :-----i '\,,,g_ AV SE .\__I ST -----i:':::-i --c...,--.._' _-,--_,,, ~i ::c' HI ..-.; I -I CEDAR .. .. 11G, 1-,.:.,~. --1 t> l/:· -~.:. ;1-, ._. - S; --ss~·················· RIVER ,1-.. i .·i!' ,:?-, 176% L·· ····-~:p:~=:'K=;:;···· .. -.......................................... ~C.~l-:-~0,A~~'R~--·······--------............. .. \ <-/\" .~'. ::£t-: __ tfi2IH __ i •111sFr"====11 >====1: 24% :i===== :: :-\,i·.:t'/~~ lj r ---,--------*. .. ...l.~ !..L ' ' I<--···.,, .. ,.:,; -,;. }\;;,;_ :.; :~' ~~ •,· ~· Pro1·e·c· t ; .. ·.s· ite ·-, . . <=: ~--u.,! . -· ; -..:.'}·· I" -, 1284-CD _ 521 13'""1 rr 2 "' .,. Existing Traffic Volumes Project Generated Traffic Volumes PM Peak Hour Project Volumes 1336 -CD -542 13 --., I r r 2 "' .... Future Without Project Traffic Volumes 1336 -CD -542 16 '1 r ,-5 0 "' Future With Project Traffic Volumes Legend 21 Enter 13 Exit 15% Percentage of Project Traffic -PM Peak -15 Peak Hour Volume and Direction 34 Total McCormick Plat PM Peak Hour Traffic Volumes at Site Access/SR 169 Figure 5 100 I ;'f-~.il'~}{I ;j:::;r NORTHWEST TRAFFIC EXPERTS I ~ Consider right-turn lane 15 1 Cl) E ::::, g C: ~ ::::, +;' -.s:::: 0) Cl:'. ~ :, 0 I _',!_ ro Q) 0... 16 Notes: 8 0 6 0 4 0 2 0 0 ~ Consider right-turn ~ pocket or taper 1'1 I'--. ~ ' "' ~ ~ Radius only 131 ~ ~ 0 100 200 300 400 500 600 Peak Hour Approach Volume (DDHV) 1 1 1 [1] For two-lane highways. use the peak hour DDHV (through+ right-turn). 700 684 For multilane. high-speed highways (posted speed 45 mph or above), use the right-lane peak hour approach volume (lhrough + right-turn). (1336/2 lanes+ 16= 684 DDHV)' [2] When all three of the following conditions are met reduce the right-turn DDHV by 20. ' The posted speed is 45 mph or less • The right-turn volume is greater than 40 VPH • The peak hour approach volume (DDHV) is less than 300 VPH [3] For right-turn corner design. see Figure 910-11 [4] For right-turn pocket or taper design. see Figure 910-16 [5] For right-turn lane design. see Figure 910-17. [6] For additional guidance, see 910.07(3) McCormick Plat WSDOT Right Turn Lane/Pocket Guidelines Figure 910-15 Design Manual Figure 6 ~~ff J':"~ti! f jfi NORTHWEST TRAFFIC EXPERTS , Edge of '\_ through lane j 12 ft -------------. _,rL-'(se_e_ta_b_le:,.\ o-, ___ 60_ft_m_in __ --i. I "~\ See note (1) \' Right-Tum Pocket 100 ft ·'-Edge of , through lane --------!,3 ft ----------------------- -,'--.,"-\ •, . See note (1) -·, Right-Tum Taper Posted Soeed Limit L I Below 40 moh 40 ft : 40 mph or above 100 fl I Notes: [11 12 fl desirable. [21 For right-tum corner design. see FigLre 910-11. Right-Turn Pocket and Right-Turn Taper Figure 910-16 McCormick Plat WSDOT Right Turn Pocket/Taper Figure 910-16 Design Manual Figure 7 TECHNICAL APPENDIX L-1 Traffex 2 Prepared for: Traffic Count Consultants, Inc. Phone: (425) 861-8866 FAX: (425) 861-8877 E-Mail: TC2inc@aol.com WBE/DBE Intersection: Valley Vie\ll-' Mobile Home Park and Highway 169 Date of Count: Wed 3/Si 08 Location: Renton Checked By: LBP Time From North on (SB) I From South on (NB) From East on (WB) I From West on (EB) Interval Interval Valley View :vlobile HomeIDwy Valley View Mobile Home Pa SR 169 / Renton Maple Valley Rd SR 169 / Renton Maple Valley Total Ending at T L s R T L s R T L s R T L s R 4:15 P 0 0 0 0 0 4 0 0 9 1 124 0 17 0 341 4 474 4:30 P 0 0 0 0 0 0 0 0 4 0 121 0 8 0 273 0 394 4:45 P 0 0 0 0 0 2 0 1 6 0 129 0 10 0 344 4 480 5:00 P 0 0 0 0 0 0 0 1 2 0 132 0 4 0 289 2 424 5:15 P 0 0 0 0 0 2 0 I 3 0 123 0 5 0 314 6 446 5:30 P 0 0 0 0 0 I 0 I 1 2 137 0 7 0 337 I 479 5:45 P 0 0 0 0 0 1 0 0 1 2 114 0 2 0 274 6 397 6:00 P 0 0 0 0 0 2 0 2 4 1 99 0 4 0 278 0 382 6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 12 I 57 I 12450 Survey 0 0 0 0 0 0 6 30 6 979 0 0 23 3476 Peak Hour: 4:30 PM to 5:30PM Total 0 0 0 0 0 I 5 I 0 I 4 12 I 2 521 I 0 26 I 0 I 1284 13 1829 Approach 0 9 523 1297 1829 YoHV o/a ola 2.3% 2.0% 2.1% PHF n/a 0, r, u.,-U.,.,' U.>J u !~ 2 N SR 169 / Renton Maple Valley Rd SR 169 / Renton Maple Valley Rd ~. ~ PedL _::o__-:-J m ?9 Bike, 0 • 18111 I 18236:; ' 1 0 ,Bike ,----1 ~ 1297 1284 4:30 PM " 5:30 PM L ... o _wea I 13 PEDs acros1 N s E w Pedi--o--i 5 4 ~ 1 .0 PHF Peak Hour Volume ~--·-·---·-.. -·J !NT 01 0 Bike• 0 ' PHF %HV ------· INT 02 0 EB 0.93 2.0% INT 03 0 I 15 I I 9 I Check WB 0.94 2.3% INT 04 0 In: 1829 NB 0.75 n/a INT 05 No Peds 0 24 l Out: 1829 SB n/a nla INT 06 0 Dwy Valley View Mobile Home Park Intersection 0.95 2.1% INT 07 0 Bicycles From: N s E w INT 08 0 INT 01 0 S[;!ecial Notes: INT 09 0 INT 02 0 INT 10 0 INT 03 No Bikes 0 INT 11 0 INT 04 0 INT 12 0 INT 05 0 0 0 0 0 0 INT 06 0 INT 07 0 INT 08 0 0 0 0 0 0 TM0Ip08042 DDT-BRIODETAIL SRIRRT/RRQ: 169 SRMP: 21.27 to 21.47 Date Range: 01/01/07 to 04/30/10 Click in box above* and type description (Up To 90 characters) First Collision Type (s): First Object (s) Struck: Junction Relationship (s): Most Severe Sobriety Type (s): Collision Severity: Most Severe Injury Type (s): Roadway Surface Condition (s): Lighting Conditions: Weather Conditions: Urban/Rural: Vehicle Type (s}: Contributing Circumstance (s): Vehicle_Action_ 1: Vehicle Use: Roadway Characteristic (s): STATE OF WASHINGTON -DEPARTMENT OF TRANSPORTATION STANDARD ACCIDENT HISTORY DETAIL REPORT CURRENT ACCIDENT LOCATION SORTED BY SR/RRT/RRQ/SRMP/DATE TOTAL NUMBER OF COLLISIONS: 4 DATE TIME 10/13/10 07:29 AM Page 1 of 2 'UNDER 23 UNITED STATES CODE-SECTION 409. THIS 'DATA CANNOT BE USED IN DISCOVERY OR AS EVIDENCE 'AT TRIAL IN ANY ACTION FOR DAMAGES AGAINST THE 'WSDOT OR THE STATE OF WASHINGTON DOT-BRIODETAIL SR/RRT/RRQ: 169 SRMP: 21.27 to 21.47 Date Range: 01/01/07 to 04/30/10 STATE SRM U ACCDNT DATE DIAGRAM M s STATE OF WASHINGTON -DEPARTMENT OF TRANSPORTATION STANDARD ACCIDENT HISTORY DETAIL REPORT CURRENT ACCIDENT LOCATION SORTED BY SR/RRT/RRQ/SRMP/DATE TOTAL NUMBER OF COLLISIONS: 4 J s L DATE TIME 10/13/10 07:29 AM Page2of2 ·UNDER 23 UNITED STATES CODE -SECTION 409, THIS •DATA CANNOT BE USED IN DISCOVERY OR AS EVIDENCE ·AT TRIAL IN ANY ACTION FOR DAMAGES AGAINST THE ·wsDOT OR THE STATE OF WASHINGTON # # # VEH1 VEH2 U U I FIRST COLLISION TYPE/ OBJECT VEHt CONTRIBUTING VEH2 CONTRIBUTING ROUTE p / REPORT MM/DD/ TIME ANALYSIS V INJ FAT VEH TYPE TYPE N R R NUMBER yy DATA T STRUCK CIRCUMSTANCE 1 CIRCUMSTANCE 1 169 169 169 169 J 21.44 U 3059711 05/10/07 19:47 3BA60000DC 7 21.40 U 2859710 08/06/07 11:47 3BA3300DA7 1 21.40 U EDD2372 12/13/07 01 :41 5BA32000D, 1 21.44 U 3069515 12/14/07 18:11 5BA54000D1 1 PROP POSS EVID TOTAL DMAG INJ INJ SER INJ COLS YEAR 2007 COLS 4 4 COLS 3 3 COLS COLS 0 D 0 0 C F 1 0 1 1 4 0 0 1 1 4 1 D 0 1 2 4 2 D 0 1 2 4 1 TOTAL INJ FATAL #OF #OF COLS 1 COLS 0 0 INJS 1 1 FTLS 0 0 E Roadway Ditch Apparently Ill 1 Concrete Barrier/Jersey Barrier -Face Over Center Line 6 Non-domestic animal (deer, bear, elk, etc) None 4 Fire started in vehicle Operating Defective Equi1 ENTER OVER PEDL #OF VEHS 4 ALC REL COLS FIXD OBJ COLS REAR END COLS OPP DIR COLS AT TURN eve PEDES 4 0 0 2 2 0 0 0 0 ANGLE COLS 0 0 0 0 COLS 0 0 COLS 0 0 STATE: OF WASHINGTON DEPARTMENT OF TRANSPORTATION T R I P S S Y S T E M ANNUAL TRAFFIC REPORT AVERAGE DAILY TRAFFIC VOLUME STATE --------------------------ROUTE J,'UNCT TRUCK PERCENTAGES 2006 2007 2008 2009 STATF. ROUTE MILEPOST LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL. UNITS UNITS UNITS UNITS 169 013.14 AFTER JCT 231ST AVF, SE 21000* 21000 21000 169 013.86 AFTER JCT WITTE RD 1 33000 35000* 3JOQOA :HOOD 169 014.U AFTER JCT SE 231ST ST l 23000 23000* 22000"' 22000 169 014.95 AFTF.R JCT WITTE RD SE•SE BAIN RD 1 22000 21000* 20000 21000 169 017.68 AFTF.R JCT CEDAR GROVE RD 2 18000 7.0000* 18000 18000 169 019. 2.7. AFTER JCT SE JONES RD*196TH AVE SE l 23000* 24000 20000 .. 20000* 169 on .. 32 BEFORE JCT 119Tfl AVE SE 1 23000 23000 28000* 29000 169 072.32 AFTER JCT 119Tll AVE SE 1 24000 24000 7.8000* 29000 169 023.00 AFTER JCT 1'10TFJ WAY SE WYE CONN 1 35000 38000* 35000* 36000 169 07.4.70 AFTER JCT BLAINF. DR SE 1 44000* 44000 42000 43000 169 02s.n BEFORE JCT SR 405 OFF RAMP WYE CONN 1 3"1000* 39000* STATF. ROUTE NO 170 MAINLINE SR l'l TO WARDEN 170 000.00 AFTER JCT SR 17*BEG ROUTE 3 2700* 2800• 2600 2900 170 oo:,.6a BEFORE JCT S MAIN ST 3 2300* 2400* 2300 2500* STATE ROUTE NO 171 MAINLINE SR 90 TO SR 17/MOSES LK 171 000.00 AT SR 90 BRIDGE*BEGIN ROUTE 1 6700 6900* '/200* 7300 1 71 000.08 .?i..FTER JCT SR 90 WB OFF RAMP WYE CON 1 llOOO 12000* 12000 L/.000 1 71 000.21 AFTER JCT MELVA LN WYE CONN 1 llOOO 11000 12000• 1.2000 1 71 000.'l~ BEFORE JCT BURRESS AVE 1 llOOO* 12000 12000 L3000 l"/ 1 000. 79 BEFORE JCT BURRESS AVF, 1 13000* 13000 171 000. 79 AFTER JCT BURRESS AVE 1 14000 14000 14000 A 15000 171 002.02 BEFORE JCT 3RD AVF. ' 1·1000 17000 19000* 20000 171 002..06 AFTER JCT 3RD AVF. WYE CONN 1 13000 13000 15000* 15000 J."/1 002. 74 BEFORE JCT ASH ST 1 18000 18000 20000"* ?.1000 1 71 002. 71 AFTER JCT ASH ST 1 19000 19000 21000• 2.?.000 1 71 002.89 BEFORE ,JCT STRATFORD RD*ALOER ST 1 22000 22000 27.000* 23000 * BASED ON ACTUAL l.OUNT + SOURCE OF TRUCK PERCENTAGES 150 TWO-WAY STOP CONTROL SUMMARY General Information Site Information IAnalvst VG Intersection site access/SR 169 IAnencv/Co. Jurisdiction Date Performed 10114/10 Analvsis Year Existina l\nalvsis Time Period PM Peak Proiect Descriotion McCormick Plat East/West Street: North/South Street: Intersection Orientation: East-West Study Period (hrs): 1.00 Vehicle Volumes and Adiustments Mai or Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R volume 0 1284 13 2 521 0 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 0 1351 13 2 548 0 Percent Heavy Vehicles 0 ----2 ---- Median Type Two Way Left Turn Lane RT Channelized 0 0 Lanes 0 2 0 1 2 0 Configuration T TR L T Upstream Siqnal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R ~olume 5 0 4 0 0 0 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 5 0 4 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Delay, Queue LenQth, and Level of Service l\pproach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L LR V (vph) 2 9 C (m) (vph) 500 260 v/c 0.00 0.03 95% queue length 0.01 0.11 Control Delay 12.2 19.3 LOS B C l\pproach Delay ----19.3 Approach LOS ----C HCS2000™ Copyright© 2000 University of Florida, All Rights Reserved Version4.lc TWO-WAY STOP CONTROL SUMMARY General Information Site Information <\nalvst VG Intersection site access/SR 169 Snencv/Co. Jurisdiction Date Performed l\nalvsis Year 2012 without oroiect Analvsis Time Period PM Peak Proiect Descrintion McCormick Plat East/West Street: North/South Street: Intersection Orientation: East-West Studv Period /hrs l: 1.00 Vehicle Volumes and Adiustments Maior Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R "olume 0 1336 13 2 542 0 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 0 1406 13 2 570 0 Percent Heavy Vehicles 0 ----2 ---- Median Type Two Way Left Tum Lane RT Channelized 0 0 Lanes 0 2 0 1 2 0 Configuration T TR L T Unstream Sinnal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume 5 0 4 0 0 0 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 5 0 4 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade(%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Delav, Queue Lenath, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L LR V (vph) 2 9 C (m) (vph) 476 245 Ivie 0.00 0.04 95% queue length 0.01 0.11 Control Delay 12.6 20.3 LOS B C ~pproach Delay ----20.3 Approach LOS ----C HCS2000™ Copyright© 2000 University of Florida, All Rights Reserved Version4.lc TWO-WAY STOP CONTROL SUMMARY General Information Site Information IAnalvst VG Intersection site access/SR 169 IIAnencv/Co. 'urisdiction Date Performed 10/14/10 Analvsis Year 2012 with oroiect IAnalvsis Time Period PM Peak Proiect Description McCormick Plat East/West Street: North/South Street: Intersection Orientation: East-West Studv Period lhrsl: 1.00 Vehicle Volumes and Adjustments Maior Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume 0 1336 16 5 542 0 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 0 1406 16 5 570 0 Percent Heavy Vehicles 0 ----2 ---- Median Type Two Way Left Turn Lane RT Channelized 0 0 Lanes 0 2 0 1 2 0 Configuration T TR L T Uostream Sional 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume 10 0 3 0 0 0 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 10 0 3 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade(%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Confiauration LR Delav, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L LR V (vph) 5 13 C (m) (vph) 475 216 v/c 0.01 0.06 95% queue length 0.03 0.19 Control Delay 12.7 22.7 LOS B C Approach Delay ----22.7 !Approach LOS ----C HCS2000™ Copyright © 2000 University of Florida, All Rights Reserved Version 4.lc McCormick Plat Geomorphic and Debris Flow Analysis City of Re t ,,1., . non i--ct. 1r11nc [) .. ;· 1v1sion ru. ' N -7 LU)} Prepared by: Otak, Inc. 10230 NE Points Drive, Suite 400 Kirkland, WA 98033 And HydroGeo Designs, LLC 1555 FM 517 West Dickinson TX 77539 Otak Project No. 31511 May 17, 2010 Table of Contents McCormick Plat Geomorphic and Debris Flow Analysis Page Section I-Introduction ..................................................................................................................... 1 Section 2-Regional Setting .............................................................................................................. 3 Basin Setting Regional and Site Specific Geologic Context Section 3-Methods ........................................................................................................................... 5 Desktop Data Analysis Pield Investigations Hydraulic Modeling and Sediment Transport Hydraulic Modeling HEC-RAS Model Development and Results Section 4-Geomorphic and Debris Plow Analysis Results ........................................................ 9 Desktop Data Field Investigations Sediment Supply and Transport Sediment Supply Sediment Transport Mitigation Strategies and Conclusions References .......................................................................................................................................... 27 Appendices Appendix A I-Lidar Based Slope Topography Map Appendix A2-Field Reconnaissance Notes 9/15/2009 Appendix A3 -Field Reconnaissance Notes 1/11/2010 Appendix A4 -Map of Field Waypoints Appendix AS -Preliminary Plat Map for McCormick Plat by Pacific Engineering Design Appendix A6-Field Reconnaissance Initial Findings Memo Figures Figure I-Vicinity Map Figure 2-Geomorphic Hillslope Shape Categories otak Figure 3-Summary of Existing Geomo,phic Conditions in the Study Ravine Figure 4-Summary of Debris Flow Geomorphic Conditions Figure 5-Photo of Upper Valley Near Station 3+00 Figure 6-Headcut Near Station 4+60 Figure ?a-Stream Channel in Reach 3 Figure 7b-Acrive Hillslope and Bank Failure Near Station 6+00 Figure Sa-Exposure of Esperance Sand Near Station 7+05 Figure Sb-Active Hillslope Failure and Remnant Failure Plane Near Station 7+ 75 Figure 9-Remnant Landslide Scar on Right Bank Near Station (8+00) Figure I 0-Deposition and Stream Channel Meandering in Reach 5 Figure 11 a-Constructed Revetment Upstream ofVVMHP Figure I I b-Bank Instability and Incision into Unconsolidated Materials in Reach 6 Figure 12-Typical Gravel Bed Gradation Observed in the Study Ravine Figure 13-Sediment Rating Curve for the Lower Reach of the Study Ravine Tables Table I-Embankment Material and Peak Discharge Table 2-Summary Data of Sediment Source Investigation Table 3-Available Debris Flow Velocity Estimate Equations and Computed Velocity for the Study Ravine Table 4---Run-up and Associated Velocity for Coarse Debris Flows AI c C o rm i c k P I a t D e b r is F I o u1 A n a 1.Y s i s ii otak Section I-Introduction This geomorphic analysis presents a summary of the current geomorphic conditions and debris flow potential for a small unnamed ravine located immediately upstream of the McCormick Plat accessed from Maple Valley Highway (SR 169) near Renton, Washington (see Figure 1). The upstream extent of the ravine is bounded by the emergency overflow spillway of a 3.44 acre-feet detention pond. The ravine currently terminates in an alluvial fan at the base of the ravine immediately upstream of the Valley View Mobile Home Park (VV1vIHP). The historic alluvial fan feature has been ditched and channelized to route stormwater runoff around the VVMHP on the west (Figure 1) and ultimately drains to the Cedar River. The purpose of this geomorphic investigation is to provide insight into the potential impacts on hillslope and stream channel stability if overtopping and overflow of the detention basin spillway located at the upstream extent of the ravine were to occur. The methods of investigation include: background site analysis, field investigations, topographic data analysis, hydraulic analysis, and sediment source/ transport evaluation. The field data and desktop data will be integrated and analyzed to evaluate hillslope and channel processes contributing to channel performance under debris flow conditions. The evaluation will include qualitative assessments regarding sediment production, flow dynamics, sediment transport capacity and channel forming processes. The evaluation will include conclusions regarding risk and quantity of debris flow in the ravine along with conceptual mitigation measures. otak McCormick Plat Area Map TraFF NORTHWEST TRAFFIC E XPERTS Figure 2 McCormick Plat Debris Flow Analysis Figure I :Vicinity Map Section 2-Regional Setting Basin Setting The study ravine is immediately north of a 3.44 acre-feet water quality pond known as the Summerfield Creek Wet Pond #1 (SCWPl). This pond was built in 2004 as part of the Woodside at McGarvey Park residential development. It receives runoff from portions of Division Sa (24.9 ac.) and Division 6a (22 ac.) of the development which total 59 acres when combined with other undeveloped areas within the basin. The design of outlet structures of SCW'Pl included the following components: • A 72" diameter catchbasin containing an internal weir having its crest set at the water quality elevation of 484.50; • An additional 72" catchbasin acting as the primary emergency overflow riser with an overflow elevation of 486.20; • An emergency overflow spillway with an overflow elevation of 486.70 which would be engaged in the event of a failure of the primary outlet and emergency overflow riser. The pond was built partially (up to 4 ') into the existing grade. The south and east sides were constructed with cut, while the north and east sides were constructed with structural fill and keyed into the existing ground. The outlet and primary emergency overflow of the SC\X'Pl pond are conveyed southwest from the pond to the Summerfield Creek ravine via the 72" diameter catch basins at the south end of the pond. The western catch basin contains the outlet weir and drains via a 36" outlet pipe to the eastern catchbasin (emergency overflow riser). Prom there a 36" outfall pipe runs southwesterly to an 84" diameter catchbasin which picks up additional flow from Summerfield Creek and a detention pond and wetland to the west. From the 84" catchbasin the flow will either go to Summerfield Creek via a 24" diameter outfall or a 30" HDPE bypass during higher flows. The approx. 2600' long bypass was installed in 1997 as part of the Summerfield ravine stabilization project in order to address erosion problems in the Summerfield Creek Ravine. It is located parallel to the creek in the ravine and outlets to a sedimentation pond. In the event of failure or blockage of the primary outlet and emergency overflow conveyance, flow will be sent over the emergency overflow spillway and into the study ravine at a rate ofup to 12.77 cfs (Otak, 2003) during a 100-year recurrence interval event. The study reach and ravine begin immediately below the emergency overflow spillway of the SCWPl pond. The unnamed (north-south trending) ravine and creek also drain approximately 40 acres (20 acres upstream ofVVMHP) of the south Cedar River Valley wall approximately 3/. mile east of the intersection of SR 169 and 152nd Avenue SE. The creek within the ravine is a perennial stream fed by groundwater seepage within the ravine and storm water runoff from the upstream watershed. The ravine elevations range from 480 feet 3 otak Section 2-Regional Setting Continued near the base of the detention pond spillway to 160 feet near the VVi\1HP over a distance of approximately 1,800 feet. This results in an average ravine gradient of 18%. Approximately 1,100 feet upstream ofVVMHP, the channel splits and a tributary enters from the east. This steep tributary drains a residential development and ranges in elevation from 560 feet to 320 feet over 706 feet of channel length at an average gradient of 34%. The ravine valley walls are steep with moderate vegetation density consisting primarily of deciduous and coniferous trees with shrubby undergrowth and forest duff. The valley walls in the upper portion of the ravine are approximately 200 feet in height with slopes ranging from 33 to 40 degrees. The confined nature of the upper reaches of the ravine valley along with steep hillslopes creates strongly coupled hillslope and stream channel processes in this segment, with limited sediment storage in the valley bottom. The hillslope gradients in the lower portion of the ravine are milder (25 to 30 degrees) as the valley width increases and sediment storage along the valley toe increases. The lower portions of the ravine have significantly greater sediment storage capability in the case oflandslide activity. At approximately station 12+00, the stream channel is pushed to the west side of the valley as the center as eastern portions of the valley floor are part of an overflow parking lot. The channel becomes incised as it parallels the overflow parking lot and nears the mobile home park. Based on USGS regression equations for the project area, the 20 acres of the basin upstream of VVMHP are expected to contribute an additional 3.06 cfs during the 100 year rainfall event. This, combined with the 12. 77 cfs from the SCWPl emergency overflow spillway, brings the total discharge in the creek to 15.83 cfs during the study event. Regional and Site-Specific Geologic Context The regional landscape and geologic units underlying the Cedar River valley are the result of several episodes of continental glaciation over the past 2 million years. The surficial geology in the vicinity of the project was primarily formed by the Vashon stade of the Fraser Glaciations that occurred 13,000 to 15,000 years ago and Pre-Fraser Glaciations. During this period the glaciers advanced southward in the region forming many of the geologic and geomorphic features observed today. The study site area stratigraphy (from youngest to oldest) has been mapped as a Vashon drift till, Esperance Sand (advance outwash), Pre- Fraser till sequence (PNCGS 2006) with Holocene age mass wasting deposits mapped at the current location of the \'VMHP, where the ravine enters the Cedar River valley. The Vashon till deposits are characterized by a poorly sorted mixture of clays, silts, sands and gravels that are dense and compacted from the weight of the advancing glaciers. These soils typically have low infiltration rates, with a relatively impermeable layer 20-40 inches below the forest duff layer. The Pre-Fraser till is more compacted than the Vashon till resulting in a lithified (complex process whereby loose grains of sediment are converted into rock) impermeable rock-like layer, outcrops of this layer was observed <luting field reconnaissance particularly in 4 otak Section 2-Regional Setting Continued the vicinity of headcut locations. The Esperance advance outwash sands are more permeable, stratified silts, sands and gravels that are overlain and underlain by the Vashon and Pre-Fraser till layers. This more permeable layer readily transmits groundwater forming frequent perched seeps in the hillslopes that were observed during field reconnaissance. The groundwater transmitted in the underlying advance ourwash strata is confined by the impermeable till layers above and below creating planar contact surface that is susceptible to landsliding. Large amounts of sand and gravel sized sediment can be introduced into the system by landslide events and several landslide scarps were observed during field reconnaissance. The mapping of Holocene age mass wasting deposits at the outlet of the ravine to the Cedar River valley indicates that mass movements and landsliding has occurred in this ravine since the Pleistocene epoch glaciations. 5 otak Section 3-Methods Desktop Data Analysis A variety of data sources have been gathered for the study site. Data not collected in the field by the investigating authors is considered desktop data. Desktop data analysis includes review of background data sources including: • Geologic mapping • Landslide hazard mapping • Seismic hazard mapping • GIS based topographic data including LIDAR contours • Aerial Photos • Previous reports including TIR for Woodside at McGarvey Park, Division 5 • Proposed mitigation plan for McCormick Plat with 65' wide stream buffer and 5' high mitigation berm. King County (2009) uses the following criteria to categorize areas as severe landslide risk as identified in the Sensitive Areas Ordinance: A. Any area with a combination of: 1. Slopes greater than 15%; and 2. Impermeable soils (typically silt and clay) frequently interbedded with granular soils (predominantly sand and gravel); and 3. Springs or groundwater seepage. B. Any area that has shown movement during the Holocene epoch (10,000 years ago- present), or that is underlain by mass wastage debris of that epoch. C. Any area potentially unstable as a result of rapid stream incision, stream bank erosion or undercutting by wave action. D. Any area that shows evidence of, or is at risk from, snow avalanches. E. Any area located on an alluvial fan, presently subject to inundation by debris flows or deposition of stream-transported deposits. The study site ravine has been classified as a landslide risk by King County methods. Debris slides and debris flows are typical shallow rapid landslide events. These events are typically triggered by large rainfall events and a ground-water induced slip plane where a thin soil mantle overlies a less permeable soil layer(Sidle and Hirotaka 2006), in this case the Pre- Frasier Till. The trigger hillslope gradient for this type of mass movement typically ranges from 20-25 degrees (Sidle and Hirotaka 2006). LIDAR data was utilized to develop contour data for the study site. This data is used to investigate hillslope gradients and run length, valley confinement and channel gradient. The data is also utilized to develop a preliminary HEC-RAS steady flow model. 6 otak Field Investigations Section 3-Methods Continued Detailed field investigations were conducted September 15, 2009 and January 11, 2010 to investigate the existing geomorphic conditions at the study area. The field investigations were conducted along the full length of the ravine to identify sediment source areas along the valley sides along with in-channel sediment storage, source and transport areas. The reconnaissance will included documenting channel gradients, mapping areas of erosion and deposition, debris flow potential and pathways, stream bed scour features and streambed grain size characteristics. Key elements that were observed in the geomorphic assessment included: • Sediment sources (overland, gullies, mass failures, bank erosion and in-channel deposits) witb quantitative field estimates of sediment volume where possible. • Dominant reach-scale channel processes including sediment source, transport, and deposition. • Relative abundance of Small and Large \\/oody Debris (S/L WD) and their effects on channel stability. • • • Bed material characteristics . Typical channel dimensions including bankfull width, depth and stream gradient . Hydraulic controls/ constrictions such as log-jams, step-pool formations and existing infrastructure. Both hip-chain and GPS methods were utilized to identify the spatial location of the aforementioned geomorphic features and processes. GIS mapping was utilized to present the findings. Hydraulic Modeling and Sediment Transport Hydraulic Modeling A steady flow hydraulic model of the study reach was created to determine peak velocities and flow depths during the study event. For the purpose of this study, the activation of a debris flow was modeled during an overtopping of the embankment during a 100-year recurrence event in addition to the flow contributed by the approximately 20 acres surrounding the creek downstream of the SCWPI pond and upstream ofVVMHP. A total of 15.83 cfs would be flowing in the creek during this event. 7 otak HEC-RAS Model Development and Results Section 3-Methods Continued To generate the geometry file for the study reach, 1-foot contours were generated from UDAR data for the basin. These contours were used to cut cross sections using the HEC- GeoRAS software developed by the Army Corps of Engineers. Approximately 15 cross sections were interpreted along the valley with interpolated cross sections calculated at 2- foot intervals. The close spacing of the interpolated cross sections allowed for a lower n- value of 0.2 throughout the ravine without causing the flow to go supercritical. These artificially large Manning's n-values were required in ravine to account for the large magnitude energy losses produced by abrupt changes in channel geometry and alignment. Investigations Garrett, 1984) have shown that supercritical flow is uncommon for steep natural channels. The irregularity of the channel geometry, presence of boulders and frequent changes in channel alignment cause large energy losses which generally restrict flow to the subcritical range. A steady inflow value of 15.83 cfs was applied to the uppermost cross section of the reservoir. The HEC-RAS model shows that during the 100-year event, velocities range from 1 to 4.5 ft/ s and top widths from 10 to 25 feet. Flow depths are typically between 1.5 and 2.5 feet. The flow is contained in the channelized section at the bottom of the ravine under existing conditions. However, the significant amount of deposition expected with a debris flow event should be expected to fill this section early in the debris flow, forcing the debris flow into the area which is currently an overflow parking lot (Figure 1) on the southern side ofVVMHP (this parking lot will not be part of the proposed McCormick Plat subdivision). 8 otak Section 4-Geomorphic and Debris Flow Analysis Results Desktop Data Landslide and debris flow hazard risk are influenced by the following factors (Sidle and Hirotaka 2006). 1. Slope gradient 2. Slope shape 3. Unstable bedding/ stratigraphy sequences 4. Tectonics 5. Soils Properties 6. Precipitation As previously discussed, unstable stratigraphy sequences exist within the study ravine and the study area is located within a zone of known historic seismic activity. Trigger slope elevations for landslide activity range from 20 to 25 degrees, however the highest risk slopes range from 34 to 45 degrees (Baruah and Mohapatra 1996, Sidle and Hirotaka 2006). Slope gradient was computed for the study area using the Lldar data and a slope map is presented in Appendix A.1. This map clearly shows that many of the hillslopes within the ravine are within the high risk 34 to 45 degree range. Hillslope shape is also important to landslide risk. Hillslopes can be broadly categorized into the following hydrogeomorphic units: 1.) Divergent, 2.) Straight (Planar) and 3.) Convergent (Figure 2). Convergent hill slopes pose the greatest risk for landslide hazard. Several convergent hill slopes exist within the ravine, and the largest landslide observed during field reconnaissance occurred on a convergent slope. Hill slopes with convergent shape and slope angles between 34 to 45 degrees are the highest risk areas for future landslide activity. Divergent Straight Convergent Figure 2-Geomorphic Hillslope Shape Categories (after Sidle and Hirotaka 2006) Background review of the project area indicates that this ravine is susceptible to risk of future landslide activity and debris flow conditions. This finding is corroborated by the following data: 9 otak • • • • • • Section 4-Geomorphic and Debris Flow Analysis Results Continued Geotechnical boring data provided by Geotech Consultants (Geotech) 2009 indicates that mass wasting deposits (!'vf\X!D) are present at the existing VVMHP site. These deposits included inter-layered zones of silt, sand containing organic matter ranging in size from trace organics to large tree trunks which were transported from the upstream ravine. Ground water seeps were identified at the interface between the Esperance Sand (advance outwash) and glacial till contacts on study site hill slopes. Convergent, steep hill slopes ranging from 34 to 45 degrees are present in the vicinity of the groundwater seeps and the hillslope (colluvial) processes are strongly coupled with stream channel processes. Field investigations revealed recent landslide activity and scarps at the high vulnerability landslide locations. Historic debris flow /mudflow conditions have been documented at this site after a large rain event in 1990 when a debris flow approximately 2-3 feet deep with an estimated volume of 200 cubic yards moved into the VVMHP overflow parking area(Geotech 2008). The northern extent of VVMHP is located within the King County Seismic Hazard area (Geotech 2008). Field Investigations Detailed field investigations were conducted September 15, 2009 and January 11, 2010 to investigate the existing geomorphic conditions in the study area. The field investigations were conducted along the full length of the ravine to identify existing sediment source areas, transport pathways and sediment storage areas. Field notes and a technical memorandum of the initial finding for the field investigations are presented in Appendices A2-AS. This section will summarize the reconnaissance findings and provide a context for the current geomorphic processes in the study ravine and the potential geomorphic processes under debris flow conditions. A summary of the existing geomorphic conditions is presented in Figure 3 and the potential conditions under a debris flow scenario are shown in Figure 4. The geomorphic reconnaissance has been differentiated into six distinct reaches which are discussed in the following sections. The stationing presented in figures 3 and 4, is based on GIS mapping and starts at 0+00 at the spillway crest and increases in the downstream direction. This stationing will be referred to in the following discussions co provide a spatial context for the geomorphic descriptions. 10 otak Section 4--Geomorphic and Debris Flow Analysis Results Continued Reach I (0+00 -3+50) The upper portion of the ravine (stations 0+00 to 3+50) consists of a steep (35 % gradient) confined valley with steep (35-45 degree) hill slopes with moderate vegetation density (Figure 5). There is an abundant amount of S/L WD in this reach and no clearly defined channel. This reach was classified as a storage reach under existing conditions and there was no indication of mass movement or sediment transport within the reach. However, under high flow conditions this reach "'~ll be a source of sediment and wood due to the steep gradient and strongly coupled hillslope and channel processes. Debris flow would be initiated in this steep section through bed scour and potential hillslope destabilization and would be transferred to the downstream system. The dense LWD in the valley bottom will help to mitigate some of the scour potential in the reach. Reach 2 (3+50-5+ 15) This reach extends from the downstream extent of the valley wide S /L WO deposits downstream to the confluence with a tributary flowing in from the southeast. The channel gradient in this reach is extremely steep (46%) and the valley becomes significantly more constricted. Two headcuts approximately 3 feet in height (figure 6) are present immediately upstream of the channel confluence and groundwater seeps were observed at a contact layer between the hardpan Pre-Frasier Till and the overlying glacial outwash. This area is considered a transport reach under current geomorphic conditions because the lithified nature of the headcuts doesn't suggest active incision. However, under high flow conditions this reach has the potential to be transformed into a source reach since the high shear stress associated with the debris flow will likely result in headcut migration upstream, which will contribute sediment from bed scour and hillslope destabilization processes. Reach 3 (5+ 15-6+90) This is a reach downstream of the tributary junction currently serves as a sediment storage zone (Figure 7). The reach is constricted in some locations with a channel width of 3.5 feet and depth of 3 feet. In the constriction zone, active erosion of the bank toe has led to destabilization of a hillslope on the left bank near station 6+00, with an estimate sediment volume of 111 cubic yards. Deposition of coarse gravels and cobbles were observed in the reach indicating that under current flow regimes the sediment delivered from the hillslope failure is slowly metered out to the downstream reaches. The channel gradient (23%) is steep enough to mobilize sediment, however flows capable of mobilizing sediment occur infrequently in this small watershed. During high flow conditions this reach will be transformed from a depositional zone to a transport zone due to the steep gradient and high degree of valley confinement. 11 otak Section 4--Geomorphic and Debris Flow Analysis Results Continued Reach 4 ( 6+90-8+60) This reach is characterized by significant geomorphic activity encompassing both hillslope and channel processes. There is a 10-12 feet headcut (Figure 8) that has formed near station 7+05 in the Esperance Sand (glacial outwash). Current headcut migration is likely slow due to the presence of firm glacial till and LWD at the headcut location. Downstream of the headcut, the channel gradient is significantly milder than upstream reach (13%), however hillslope failures were observed on the left bank (Figure Sb). These slope failures readily introduce colluvial sediment into the stream channel under current geomorphic conditions. There are slopes immediately adjacent to the current slope failures that may become active sediment sources in the future. The most prominent landslide feature in the reach is located on the right bank near station 8+00. This large landslide shows signs of re-stabilization and re-vegetation indicating that it may have occurred during the 1990 debris flow event. The estimated volumes of this landslide have ranged from 925 to 3,148 cubic yards (Geotech 2008, Otak 2009). A portion of this landslide has deposited a lobe of sediment into the active stream channel and presents a continuous source of sediment to the downstream reaches as the channel scours the toe of the deposit creating slope instability that delivers more sediment to the bank toe and stream channel. This reach will be a significant sediment source during worst-case conditions as the currently active geomorphic processes will be magnified by the extreme high flow conditions. Reach 5 (8+60 -12+00) Channel gradient in this reach decreases to 9.9% and the valley width increases substantially from 20 feet to 60 feet, resulting in a depositional environment. A meandering low flow channel has formed in the loose valley alluvium which has deposited in the reach. The low flow channel is 2 feet wide and % foot deep (Figure 10) and bedload transport capacity is likely marginal. Headcuts are present both midway and at the downstream extent of the reach formed by LWD. The headcuts and LWD hold back a significant amount of sediment currently stored within the valley and help to maintain the current channel morphology. The hillslopes within this reach are not as steep as the upper ravine reach, reducing risk of future failures. Additionally, the wider valley in this portion of the ravine increases sediment storage along the valley toe if landslide activity were to occur, ultimately reducing sediment delivery to the downstream system. Under debris flow conditions this area will function as a storage zone, however a debris flow divergence break out point exists near station 12+00 where debris flows may either be routed down the existing channel to the west or downstream to the area adjacent to VVMP to the south. The break out point is located at the southern extent of the existing VVMHP overflow parking area and is the downstream extent of this reach. 12 otak Section 4-Geomorphic and Debris Flow Analysis Results Continued Reach 6 ( 12+00 -16+00) This reach consists of a confined incised stream channel on the west side of the valley with a relatively steep gradient of 11 %. During field reconnaissance there was evidence that this channel had filled with sediment during previous landslide events and now the loose unconsolidated sediment was being transported out of the system by smaller more frequent storm events. The current channel morphology is incised and narrow with high banks 8-10 feet in height, with headcut formation in the upper reaches (Figure 11). Upstream of the VVMHP the channel is ditched and takes a sharp tum to the west as it is routed around the current residential area. On the west side of the valley there is a parking area and roadway that represents a secondary topographic low that serves as a debris flow pathway. Mud flow and debris flow 2-3 feet in depth were observed at this location in 1990 and were contained to the overflow parking area and the roadway entering the parking area (Geotech 2008, Otak personal communication with local residents). 13 otak Section 4-Geomorphic and Debris Flow Analysis Results Continued 6. Headcut 1-2 feet l::i.. Headcut 2-4 feet • Headcut 10-12 feet --Active bank erosion § LVVOzone c:J Storage Reach -Transport Reach c:J Source Reach ~ Relic Landslide Area Ravine watershed Low : 39 ft Figure 3-Summary of Existing Geomorphic Conditions in the Study Ravine 14 otak Section 4-Geomorphic and Debris Flow Analysis Results Continued /\ Headcut 1-2 feet A Headcut 2-4 feet A Headcut 10-12 feet --Active bank erosion E3 LI/VD zone f'.ZJ Re lic Landslide Area c:J De bris flow source reach -Debris flow transport rea ch c:J Debris flow storage reach Ravine watershed --contour 20 feet 500 ---====:::::J-----•Feet 125 250 Figure 4-Summary of Debris Flow Geomorphic Conditions in the Study R avine 15 otak Section 4-Geomorphic and Debris Flow Analysis Results Continued Figure 5-Photo of Upper Valley Near Station 3+00 (Note S/L WD in vall ey b ottom) • Fig ure 6-Headcut Near Station 4+60 (No te lithi fied Pre-Frasie r glacial deposits and ac ti ve groundwate r seep at contact zone). 16 ocak Section 4-Geomorphic and Debris Flow Analysis Results Continued Figure 7-a.) stream channel in Reach 3 downstream of tributary b.)Active hillslope and bank failure near station 6+00 Figure 8-a.) Exposure of Esperance Sand (advance outwash) downstream of 10-12 foot headcut near station 7+05 b.) Active hillslope failure and remnant failure plane near station 7+75. 17 otak Section 4-Geomorphic and Debris Flow Analysis Results Continued Figure 9-Remnant landslide scar on right bank near station (8+00) (Es ti m ated vol umes of chis lan d sli d e have ra n ged fro m 925 to 3,148 cubic ya rds) Figure 10-Deposition and Str e am Channel Meandering in Reach 5 Figure 11-a.) Constructed revetment upstream ofVVMHP b.) bank instability and incision into unconsolidated materials in reach 6 18 o tak Section 4-Geomorphic and Debris Flow Analysis Results Continued Sediment Supply and Transport Sediment Supply Results of the field investigation were used to quantify existing sediment sources in the project area. These sediment sources include: • Future potential channel based sources from headcut migration during debris flow conditions • • • Future potential channel based sources from bank erosion during debris flow conditions Existing landslide (colluvial sources) that are currently present in the valley bottom Existing channel sources including loose unconsolidated depositional materials that will be readily transport during debris flow conditions • Historic landslide volumes determined from field investigations of landslide scar geometry Sediment mobilization from headcut migration was estimated by assuming an equilibrium slope upstream of the headcut as the average slope between the upstream and downstream reaches. Bank erosion potential was computed by assuming six feet of lateral bank erosion along the length of the observed areas of bank instability. Field measurements of actual geometry were used to compute the available material from the other sediment sources. Summary data of this analysis is presented in Table 2. This data indicates that currently there are 499 cubic yards (747.5 tons) available for transport in the ravine valley. lfhigh flow conditions were tn induce head cutting and bank erosion it is estimated that another 250 cubic yards (375.5 tons) will be mobilized under a worst case scenario, for a total sediment supply of 7 49 cubic yards or 1,123 tons. The largest unknown variable in the sediment source analysis is the potential for future landslides along the ravine. There are several convergent hillslopes with steep gradients (>34 degrees), that can be considered high risk areas. The primary natural analogue for predicting future landslides in the ravine is the existing relic landslide near station 8+00. Estimates of the volume of this scar vary from 925 to 3,148 cubic yards. Geotech 2008 indicates that approximately one half of the landslide material remained on the hillslope and one half was delivered to the stream in the valley bottom, resulting in a sediment delivery ratio (SDR) =0.5. Field observations indicate that the slump material is currently being re-worked by the stream channel and provides a continuous feed of sediment through toe erosion and sloughing. Utilizing these estimates, the results indicate that from 1,211.5 to 2,323 cubic yards (1,817 to -3,484 tons) could be introduced to the system during a worst-case scenario of debris flow and landslide conditions in the ravine. 19 otak Section 4--Geomorphic and Debris Flow Analysis Results Continued Table 2 Summary Data of Sediment Source Investigation Existing sources CUYD Tons Existing slump material from previous mass failures 396 593 Loose depositional channel material 103 154.5 Future Potential Sources Future potential bank erosion 100 150 Headcut mioration/ activitv 150 225.5 Historic landslide activity (High range) 3148*(1574**) 4722*(2361 **) Historic landslide activity (Low range) 925*(462.5**) 1387.5*(693.75**) Summarv Values Existing sediment sources total 499 747.5 future channel sources total 250 375.5 Total sources(non-colluvial)-no landslides 749 1123 Total sources-with landslides (\ow range) 1211.5** 1817.25** Total sources-with landslides !hio-h range) 2323** 3484.5** *total volume **volume available for transport assuming SDR=.5 Clear Water Sediment Transport Results of the hydraulic modeling were investigated for steady flow conditions to evaluate reach average hydraulic properties and sediment transport capacity for a range of flows in the existing channel under non-debris flow conditions. These transport capacities are relevant during events where the water/sediment mixture is not considered to be a hyperconcentration. Hyperconcentration refers to highly sediment-laden flows in which the presence of fine sediments affects fluid properties and bed material transport Qulien 1998). Hyperconcentrations exist when the volumetric sediment concentration ranges from 5°/o to 60% Qulien 1998). Hyperconcentrated sediment transport exists during mudflows and debris flows. Mudflows are associated with fine grain sediments, while debris flows are characterized by mixtures where more than half of the sediment is coarser than sand. During debris flow conditions coarse clasts are typically supported in a fine matrix of poorly sorted sediment resulting in higher transport capacity for the coarse material, when compared to non-hyperconcentration conditions Qulien 1998). Computational modeling of debris flow 20 otak Section 4-Geomorphic and Debris Flow Analysis Results Continued conditions requires more sophisticated two-dimensional modeling and was not conducted for this project. A magnitude-frequency analysis was conducted to arrive at sediment transport potential in the ravine during the study event. The analysis was conducted by computing the bedload sediment transport capacity for a typical gravel bed material gradation (Figure 12) observed in the ravine for a series of sediment transport equations, available in the SAM-SED software package, suitable for gravel bed systems. These included Yang 1984, Meyer-Peter Mueller (MPJ\.1) 1948, Einstein 1950 and Parker 1990. The computation used reach average steady flow hydraulics in the lower reaches of the ravine for a range of flows from 3 to 175 cfs. The resulting sediment rating curves are presented in Figure 13. For this analysis a linear fit of the MPM bed.load equation was used since it was representative of three of the four transport equations. 100 90 ~ " r:: 80 "' .. 70 ·.: " ~ 60 .. E .,, 50 " .c 40 -0 '$. 30 20 ,--- 10 I I 0 1000 100 10 1 0.1 Bed material size (mm) Figure 12-Typical Gravel Bed Gradation Observed in the Study Ravine. 21 otak Section 4-Geomorphic and Debris Flow Analysis Results Continued > "' "C -;;;- C 0 ~ t: 0 Q. ~ C "' ~ ~ ~ C .. . § "C .. "' ---·--·----- 6000 5000 4000 3000 2000 1000 0 -Yang +---------------------MPM y= 25.SIX· 39.71 -Parker +---------------+--...-;~---~~Einstein 0 50 100 Discharge (cfs) -Linear (MPM) 150 200 Figure 13-Sediment Rating Curve for the Lower Reach of the Study Ravine (bed slope 11 % ) The MPM equation applied to the 100-year flow event of 15.83 cfs has a sediment transport capacity of 364.1 tons/ day. The flow conditions should not be expected to continue for longer than 24 hours. These calculations indicate that sediment transport is capacity limited during extreme flow events since the available sediment supply of the non-colluvial sediments sources is 1,123 tons and the transport capacity (364.1 tons) is only 32.4°/., of the load. Debris Flow Velocity and Run-Up Height The flow dynamics of the debris flow will be highly dependent on the mixture rhealogy (the study of the deformation and flow of matter) and compositional characteristics. Conceptually, a potential debris flow will consist of three segments (Pengcheng 1992); the "head" which is a reach of intense fluid and grain motion with strong bed erosion capabilities. The "body", where fluidized flow turns to core flow and the depositional area termed the "tail" where the velocities are much slower. The velocity distribution within the debris flows are complex three-dimensional processes where strong up-welling velocities in the debris flow head bring coarser clasts to the upper surface, within the tail segments of the debris flow coarser clasts are displaced downward to the lower layer of the sediment mixture. Several tools are available to predict debris flow velocity based on modifications to the Newtonian turbulent flow equations (Manning and Chezy) as well as empirical relationships (Prochaska et al. 2008). These modifications essentially increase the resistance 22 otak Section 4-Geomorphic and Debris Flow Analysis Results Continued coefficients to account for non-Newtonian flow, fluid yield stress and turbulence. These equations take the general form of: V=a x hhSc \11/here: V=velocity (ft/s or m/s) a= a coefficient that incorporates debris and channel properties h=flow depth (ft or m) S=channel slope, and; c=exponents that depend on the assumed flow characteristics Prochaska et al. 2008 have also proposed a velocity prediction equation based on back calculating velocity from field observations super-elevation of debris flows in channel bends related to the parameter (h2S). The potential debris flow velocity for the historic debris flows that have occurred at this site with an estimated flow depth of2.5 feet (0.76 meter) and average valley slope in the downstream reaches of 10% (0.1 ft/ ft or m/ m) is presented in Table 3. These velocities range from 8.0 to 17.7 feet/second. Results of the hydraulic analysis indicate that the velocity for clear water flows in the lower reaches can range from 2.6 7 to 8.83 feet/ second for flows ranging from 3 to 17 5 cfs. The debris flow velocity calculations indicate that the potential debris flow velocity may exceed the subcritica1 flow velocities generated by the hydraulic modeling. These velocity estimates are first order estimates that do not take into consideration the physical properties of the debris flow mixture. Table 3-Available Debris Flow Velocity Estimate Equations and Computed Velocity for the Study Ravine Flow Model Form Reference Equation* Dilatant h'/251;2 Huno-r et al. (1984) v=0.5S!h3/25 11')+4.59 Newtonian turbulent Lo (2000); Rickenmann (Mannine) h21,5112 (1999) v=4.47(h2l 3S1i 2)+ 1.71 Newtonian turbulent (Chezy) hl/25112 Rickenman (1999) v=6.53(h l l 2S 1l2)+1.03 Empirical h21,511s Lo (2000) v= 3.32(h 2 i 3S115) +O. 7 Empirical ho.,5112 Rickenman (1999) v=8.9!h0·3S1l2)+ 1.06 Empirical h 2S Prochaska et al. 2008 v=0.35!h 2S)+5.36 * flow depth (h) in meters and (v)=vclocity (m/ s) Computed velocity (ft/s) 15.44 9.5 9.3 8.0 12.1 17.7 23 otak Section 4-Geomorphic and Debris Flow Analysis Results Continued Chow 1959 presents a simple run-up equation for debris flow events where an estimate of velocity can be determine from debris run-up on vertical surfaces as kinetic energy is transferred to potential energy. The equation is L',.h=V2 /2g. Wbere: L',.h=run-up height (ft) V=average velocity (ft/s) and; g=gravity 32.17 ft2/ s Results of chis equation are presented in tabu1ar form on Table 4. This equation does not consider momentum characteristics of the flow, but it can provide a first order estimate of the free-board needed to contain a range of debris flow velocities. Using the potential debris flow velocities from Table 3, the potential run-up heights will roughly range from 1 to 5 feet. The run-up height will also be dependent on the sediment basin storage capacity. If the basin storage capacity is exceeded by a debris flow, run-up heights will be inconsequential and overflow conditions will occur. Table 4-Run-up and Associated Velocity for Coarse Debris Flows Run up height (ft) Velocity (ft/s) 0.1 3 0.2 4 0.4 5 0.6 6 0.8 7 1.0 8 1.3 9 1.6 10 1.9 11 2.2 12 2.6 13 3.0 14 3.5 15 4.0 16 4.5 17 5.0 18 Previous debris flow events have been estimated to deliver at least 200 cubic yards of sediment to Reach 5 and 6 (overflow parking area) upstream of the VVrvIHP (Geotech 2008). The lower area of the valley is approximately 100 feet wide with a 10':/o gradient and is 24 otak Section 4-Geomorphic and Debris Flow Analysis Results Continued estimated to have a storage volume of approximately 300 cubic yards. Wbik this is sufficient to detain the 200 cubic yard historic landslide volume (estimated in the Geotech 2008 report), it is only 8% of the volume under worst-case conditions. The sediment source estimates indicate that 7 49 to 2,323 cubic yards of sediment are available for transport from the upstream reaches during debris flow conditions. Landslides and sediment storage are natural processes in low order headwater channel like the study site and clear water sediment transport modeling indicates that sediment introduced from colluvial processes will likely be metered out over many years. However, under debris flow conditions much larger quantities of sediment could be routed to the downstream portion of the ravine. Future engineering designs should accommodate this potential sediment supply to the bottom of the ravine or within the stream buffer area. Mitigation Strategies and Conclusions A detailed geomorphic analysis was conducted to investigate debris flow potential and sediment transport processes in the study ravine immediately upstream of the proposed McCormick Plat. The methods of investigation included: background site analysis, field investigations, topographic data analysis, hydraulic analysis, and sediment source/transport evaluation. The field data and desktop data were integrated and analyzed to evaluate hill slope and channel processes contributing to channel performance under debris flow conditions. The evaluation includes qualitative and quantitative assessments regarding sediment production, flow dynamics, sediment transport capacity and channel forming processes. The following conclusions and mitigation considerations are proposed: • • • The engagement of the emergency overflow spillway would require failure of both the primary and secondary overflow systems Due to the sound design and construction techniques of the emergency spillway embankment, the probability of failure of the embankment is very low. The worst-case event for this study would be engagement of the overflow spillway during a 100-year rainfall event which, when combined with additional runoff in the basin, would generate a flow of 15.8 cfs in the study reach. The surficial geology and terrain within the study ravine is naturally prone to landslide hazard. Relic landslide scars were observed on the study ravine hill slopes and it should be anticipated that future landslide activity will occur in the ravine. Landslides and sediment storage are natural processes in low order headwater channels like the study site. Clear water sediment transport modeling indicates that the stream 25 otak Section 4-Geomorphic and Debris Flow Analysis Results Continued channel is transport limited and sediment introduced from colluvial processes will likely be metered out over many years. • A natural sediment deposition area exists in the lower valley reaches from stations 10+00 to 12+00. Additional deposition will occur in the area that is currently an overflow parking lot (stations 12+00 to 16+00). • Under worst case scenarios 749 to 2,323 cubic yards could be delivered to the downstream reach during debris flow and active landslide conditions. • Run-up heights may reach as high as 5 feet during debris flow conditions and mitigation strategies should be designed to account for this height. Any mitigation berm design should include the following elements: o The berm should be located along the north side of the 65' stream buffer. Placing the berm at the north end will accomplish the following: • Provide storage area for the debris flow within the stream buffer. • Allow for a wider floodplain during flood flows which will reduce velocities and erosion potential. • Reduce construction activities along the south side of the buffer area. The south side of the buffer is adjacent to a steep hillside that is listed as a landslide risk by King County. Care should be taken to avoid disturbance or erosion along the toe of this slope. o A minimum height of 5 feet with a top width sufficient to allow passage of any equipment required for the maintenance of the berm or removal of accumulated sediments in the storage area. Side slopes should not exceed 2H:1V unless approved by a geotechnical engineer. o The 5 foot berm height should extend from the eastern wall of the ravine to proposed "Road A" station 4+00 or further as shown in Appendix AS. After station 4+00, the berm height may taper down over a length of 100 feet to a minimum height of 2 feet for the remainder of the distance to Wetland A. • A mitigation berm designed to the above criteria would provide sufficient storage area to detain the debris flow volume delivered under worst-case conditions. The above design also will also provide sufficient height for the anticipated run-up. 26 otak References Baruah U and Mohapatra AC. (1996) Slope mass movement and associated soils in East Khasi and J aintia Hills of Meghalaya. Journal Indian Soc. Soil Sci., 44(4): 712-717. Chow VT. (1959) Open Channel Hydraulics: McGraw-Hill, New York. 680 p. DOE, "Dam Safety Guidelines Technical Note 1: Dam Break Inundation Analyses and Downstream Hazard Classification," \Vashington State Department of Ecology, Olympia, WA,July 1992. Einstein, H.A., 1950, "The Bed Load Punction for Sediment Transportation in Open Channel Flows," U.S. Department of Agriculture, Soil Conservation Survey, Tech Bulletin 1026. Geotech Consultants Inc. (2008) Preliminary Geotechnical Engineering Report for Proposed Residential Subdivision: 16405 Southeast Renton-Maple Valley Road, King County, WA. Hungr 0, Morgan GC and Kellerhahls R. (1984) Quantitative analysis of debris flow torrent hazards for design of remedial measures. Can Geotech Journal (21):663-667. Jarrett, R.D., "Roughness Coefficients of Large Floods," Irrigation and Drainage Specialty Conference, 1987, ASCE, Proceedings, Portland, OR, pp 32-40. Julien PY. (1998) Erosion and Sedimentation. Cambridge University Press: Cambridge, UK. 280 p. Lo DOK. (2000) Review of natural terrain landslide debris-resisting barrier design. GEO Report No. 104, Geotechnical Engineering Office, Civil Engineering Dept., The Government of Hong Kong Special Administrative Region. King County (2009) King County Lazard Hazard Areas Map. (1:107,000) Scale. Otak, Inc. (2003) Technical Information Report, Woodside at McGarvey Park, Division 5. Pacific Engineering Design, LLC (2008) Level 1 Downstream Analysis of McCormick Plat. Pacific Northwest Center for Geologic Mapping Studies (PNCGS) (2006). Geologic map of King County, Washington: Booth DB, Troost KA and Wisher AP, scale 1:1000,000. 27 otak References Continued Pengcheng Z. (1992) A discussion on the velocity of debris flow. In: Erosion, Debris flows and Environment in Mountain Regions (Proceedings of the Chengdu Symposium July 1992). IAHS Publicarion no. 209. 369-374. Prochaska AB, Sanri PM, Higgins JD and Cannon SH. (2008) A study of methods to estimate debris flow velocity. L:mds!tdes (5):431-444. Rickenmann D. (1999) Empirical relationships for debris flows. Natural Hazards (19):47-77. Sidle RC and Hirotaka 0. (2006) Landslides: Processes, Prediction, and Land Use. American Geophysical Union (AGU) Monograph 18. AGU: Washington, DC. 28 otak Appendices Appendix A I Lidar Based Slope Topography Map -Streams Slope A ngle D o -10 D 10-20 D 20-2s LJ 25-30 LJ 30-35 LJ 35-40 0 40-45 -45-50 -50-60 ->60 McCormick Plat Debris Flow Analysis Slope Map 0 1ak Project #315 11 • Appendix A2 Field Reconnaissance Notes 9/15/2009 McCormick Plat Debris Flow Field Notes Date: 9/15/2009 Present: \v'eather: Note: Da,;d Thurman, Ryan Ilawkins Sunny, 65-75°, light ,vind The study reach ,vas stationed using a "hip-chain". The station begins approximately 40 feet north of the stonnwater pond emergency spillway. Station Photo(s) Note 11-13 Stormwater pond area 14 The existing storm water pond ,vater surface elevation is 8.75" below the top of the weir structure \vhich correlates to an elevation of 483.75 0+00 15-21 Start stationing at pond spilhvay-There appears to be a rise in elevation between the bottom of the emergency spillway and the start of the ravine belmv. 0+40 22 Area between spilh.vay and ravine 0+71 23 There is no defined channel in the ravine bottom 1+57 The soils are less consolidated than higher in the ravine 1+81 First evidence of fluvial channel processes1 a dry bed but evidence of a small lmv flow channel approx 12 1 ' \vide and 3-411 deep 2+40 Valley floor widens to approx 30' wide \vith slopes bet\veen 1:1 and 2:1 (H:V) 3+00 24,25 Sandy banks along dry channel bed, the valley floor narrows to 15-20' ,.vie.le Valley well defined ,,,.ith 2:1 side slopes and approx 12' wide valley bottom. Soils along the 3+45 28 valley floor consists of an organic layer approx 3-4 inches thick followed by an unconsolidatt:d sandy soil. 3+78 29,30 Groundwater appears near the channel, ground is moist but not flowing on the surface 4+10 31 First surface flow appears in channel, cobbles in channel bed 4+28 32,33 Nick point in channel, eroded area is 6.5' wide x 3' tall Investigated channel drops steeply to join a larger channel coming from the SSE. The 4+62 37,38 investigated ravine has three separate small channels draining its valley which ,videned out as it neared the larger channel. 39 Pictun: looking upstream at the larger channel which contained significantly more flm.v. 4+80 40 Picture looking do,vnstream at combined flow of both ravines, Bf\'\"= 7.5', BFD = 1.831 5+15 Small amount of groundwater seepage on left 5+31 44 Locally steeper reach that enters a constriction which is 3S wide x 31 deep 5+46 42 Mass failure of left bank into valley floor. Failure is estimated at approx 3,000 cubic feet of material (50'L x 12'H x !O'D)*0.5 Station Photo(s) Note Large deposition of material along valley floor for approx 50', Likely above material that 5+94 43 failed. The stream flo'\.VS through a small channel eroded into the loose sand, gravel and cobbles and averages 2.5' wide x 1 O" <leep 5+98 45 Photo ,v-ith tape measure of large cobbles and other streambed material 6+31 Deposition changes to mostly sand an<l silt as channel approaches a drop over a nick point 6+43 46-47 Stream drops > 1 O' over nick point. The nick point is further compunded by large trees ,vhich have become lodged in the channel at the same point. 6+48 48-51 After the nick point, the stream travels for 20' along the base of a 20' compacted sand wall 6+80 52-53 Left bank has large failure and exposed clay wall behind the material that has slumped down. The material is estimated at 5,250 cf (1 S'H x 70'L x 1 O'D)*0.5 7+03 54 Immediately after left bank failure, right bank has exposed clay \Vall 3'H 7+12 55 Gravel bar and deposition \Vith picture of bed material 7+41 56 Erosion near gravel bar with exposed clay wall Large ravine on the right is sliding dmvn into the channel introducing large amount of 7+93 57-58 sandy material to the stream. Rought approximation of the total sliding material == 85,000 cf. DO\vnstream of slide, large deposition on vally floor, very sandy, with some gravel. 8+46 59 Nick point at end of depostional area, drop is 41 high 8750 60 00\vnstream of nick point, channel \videns, numerous trees have fallen in this area 8+81 large amount of sediment and debris around the channel which narro\VS and moves to right side of the valley 9+43 BF\\/ == 2', BPD = 1 ', substrate is nm.v mostly sand and silt 9+85 Groundwater seep enters channel from right 10+30 Nick point with log jam, deposition upstream of nick 10+80 61 Valley \·videns and the low flow channel becomes better defined and is 1.5' wide x 0.5' deep, at far right three concrete cisterns are located at the base of the slope 11 +44 Valley floor is not significantly \vlder than above, vegetation is very dense with knotweed and several wetland species 12+13 62 Nick point, afterwards channel becomes incised \V;th gravel and cobble substrate 13+08 67-68 The slighly incised channel now parallels developed mobile home park. BFW' = 10'. Top of right bank is 8' above thalweg Station Photo(s) Note 14+40 69 channel bottom is no\v only 4' below top of right bank which opens to parking lot and trailer park. There is a large amount of deposition present here 14.;-95 70 end of parking lot, begin deadman wall on right ( 4.25 1 tall) Channel is 94" \vide at top of \Vall height and 32" v.--ide at base 15+78 71 Stream begins to turn to the \Vest 15+89 72, 73 Concrete wall on left, continues until finish of turn 16+07 75 channel finishes the turn to the \Vest, half 12" C.YfP culvert begins, lines channel bottom 16+51 Half CMP culvert ends Bet\veen t\vo half culverts, the channel has vertical concrete walls to a height of 1.75' and 16+70 77-78 has a width of 2 feet. The bottom of the channel is either natural of compacted deposition. Above the concrete \Valls on the right, boards extend for another 2' to prevent high Hows from entering trailer park 16+73 79 HPDE Starts (18" diameter, 1/2 round) 19+20 HDPE fills with sediment 19+87 HDPE ends at \vestern boundary of parcel Appendix A3 Field Reconnaissance Notes I/ I I /20 I 0 McCormick Plat Debris Flow Field Notes Qan 11, 2010) Date: 1/11/2010 Present: Brett Jordan, Scott Stoneman, Ryan Ha"vkins \~feather: Rain, SOo Waypoint Waypoint Photo Note # Name # I Spillway Top 61 Top of northern pond embankment and emergency spillway. The embankment soils are a mix of cohesive and non cohesive soils. 2 Top of Ravine Begin Large zone of woody debris in valley floor. Area is approx. 60' L x 3 Woody 62,63 40'W. Debris 4 Steep Wall Left 5 \-X/oody Debris Ends 6 Constriction 64 Groundwater Very unconsolidated soils, groundwater seeping from both left and 7 Seeps 65 right banks. Dmax = 3", Dso =approx.OS'. Defined channel and banks begin. 8 Headcut 1 66 Two headcuts, the exposed material is firm clay. This area and the 9 I-Ieadcut 2 area above it are very susceptible to erosion. The srudy reach joins a larger valley from the right \vhich has a large nick point immediately upstream. Higher up the new channel is a 10 Confluence 67, 68, large amount of sand and gravel available for transport. At the 69 confluence, the right bank rises at approx 2H:1 V up to a near vertical scarp. The left bank is steeper and appears to be creeping into the active channel. This area has a high risk of failure. Depositional area with a sand/gravel/cobble mixture, lower risk area 11 Slide on left failure of left bank into channel, near vertical wall of wasted material that has not transported yet. 12 Storage Deposition, likely material from failure above. Reach Waypoint Waypoint Photo Note # Name # 1~arge 10-15' drop over headcut that has fallen trees lodged in. The left 13 headcut bank is vertical, approx. 20' tall and has a dark, dense, sandy material exposed. This area has an extreme risk of failure. Scarp on left, measurements taken during previous investigation. 14 Scarp on left After the slope failure there is a depositional reach \Vhich widens from 11' \vide at the start to 20' at the do\vnstream end. The left bank has a moderate risk of failure. 15 Rill e rnsion Rill erosion on left bank on left Large failure from right valley wall. The lobe that extends into the 16 Mass failure channel is 32' long and 19' wide. The lobe's height tapers from 8' at on right the upstream end down to O at the downstream extent. The left bank has a moderate failure risk here. 17 Depositional A depostional reach which widens from 20' at the upstream end to Zone 40 1 ,v'1de at the do,vnstream extent. Valley on A valley extends up the right bank. There is groundwater seeping at 18 right the base of the valley and an 18" wide low flow channel through loose material extending up this valley. 19 I leadcut Headcut at end of depositional reach. 20 Main valley The valley containing the study reach ·\videos considerably. widens The deposited material is mostly sand with some small gravel. Dma.~ = 21 Sandy 0.5'1 • An area of woody debris is holding the deposit back. The valley deposition floor is approx. 60' wide. The low flo,v channel is O.T deep. Left bank has moderate failure risk, right bank is low risk The stream moves back to the left side of the valley after dropping 22 Incising ove a nick point. The channel becomes incised after the nick point. reach begins This is the likely avulsion point for any debris tlmv to go into the parking area and then the mobile home park. 23 XS4 58 22 11 nick point. Channel has 9' base ,vi.dth, at 1 O' above channel, the width is 24' 4' v...-:ide channel at its base, top \\'1.dth = 20 1 at 9' above thalweg. There 24 XS3 is a 1' nick point here. The right bank is unconsolidated material that is very susceptible to erosion and transport. Waypoint Waypoint Photo Note # Name # 25 XS2 At 11 above the thahveg, the channel is 19" (1.58 feet) \\~de, at 4' up it is 28 feet wide Cross section at beginning of wall. Right bank is vertical \Vall apprnx 26 XS1 5' tali. Base "\\rid th = 2', left bank rises at approx 2H:1 V. At S' above the thalweg, the channel ·width is 9.5' 27 Parking lot Appendix A4 Map of Field Waypoints Collected January I I, 20 I 0 Legend Waypo ints 4 s u 10 Conl\J..ce 11 Slidoon lilt 12 Slotago '""" 13 Lorge headcUI 14 Scaponl•t 1S Rlla<><lonld 16 Man la lne on ,ig,e: 17 Depoo•ic>nal Zor>t 18 Volloyonrl.Jht 10 Headcut 20 21 McCormick Plat Debris Flow Analysis GPS Waypoints Otak Project #3 1511 • Appendix AS Preliminary Plat Map for McCormick Plat by Pacific Engineering Design A PORTION OF THE SE 1/4, SEC. 23, TWP. 23 N., AGE. 5 E., W.M.ANDA PORTION OF THE SE 1/4, SEC. 24, TWP. 23 N., AGE. 5 E., W.M. -~ ~ :---RENTON -ll_A_D!.~ ••. --------...._~, ... U,O~T~--- ---fPRmc~ .. -~........,,I .l(OAD (SR 169 ------~--------- TAACTC UTILITIES A-8,128 SF± TAACTD UTILmES A•1,070 SF± TRACT 8 NGPA A-298,348• SF ElCf'ftS: 1/Jl/bl RODNEY HANSE'.N., P.LS P.LS. 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' -----.• ~ -1 \ i os a 1 uF7£R "'l-,,·.,-. , _ ----<>o, > t s+oo 5 , ,,. ; ; ~ 17 --..::, -._, j I \ ' .. , -----~ ' / I ,.c,,-54•45• , ---... ----\ 3124SF I ;;;, . '"'""'"" -----, ---. ----I '_,,,-------. -. ,,._ \ ,A --------,. -,:,.,,. '""·"' CT B > I --=::::::--: y " --~--i NGPA -w35·15· . \ LFOFND ------PROPERTY BOUNDARY -··-··-LOT LINE -----ROAD CENTERLINE -------EXISTING EASEMENT EXISllNG EASEMENTS OR PORTIONS OF EASEMENTS TO BE VACATED EXISTING GRADE CONTOUR I " 20'35'10" A-298,348± SF L-. r.189"05'39" ' • SUF.FER 6_:::36 29' R=216.5' 65' STREAM I c:,,,,. R•1".5° 33.Js· t:ir~~.·~-29<.10'! ! I I ! L_ __ _ ---------------' I ----------------I I I \ I \ TRACT 8 NGPA A-298.348± SF I I I I I I ~-• ..J-U,,4' SCALE r-ocr T ~ ;:; 1-. I,) '-, ., " J) ~j ;-;s ~ ,1) -1 o,::: i::: -1 ~ a '~ ";'I, 0 § "=JJ t: ~ () = tn .... LU, ... CIC .. ti) .... ... "' -IC Ii:: "' ;: -... Q ua: I CJ IM. \~IQ; \b_c. ... -~. )~-;:" .. )·i \ c::,1-I \. ~·I; ! g ~ ...J n.. ~ g ! ~ 'T [1 ~ . -1 ~!ll ~iii LL-< o,: ~ Gi ..L:; lilS (0 ~ §~ ... •o ~"' .. &l ! 0 l!G ~ a: 0 0 0 ~!.:~ ~ PROJECT NO.: 0709(3 DRAWN SY: 1-tCB / BC8 ISSUE DA lE: 04-02-2008 SHEET REV.: 10-28-2008 jPAEL..MNARY PLAT MAP P2 st-EET 2 OF 9 Appendix A6 Field Reconnaissance Initial Findings Memo Technical Memorandum 10230 l\'E Points Drive S11ite 4 00 Kirkland, U7 A 98033 Phone (425) 822-4446 Fax (425) 827-9517 To: R uss G as t o n , PE From : R yan Hawkin s, E IT Copies: Date : 9 /17 /09 Subject: D raft Su mmary o f I ni ti al field Investigation Project No.: 31511 On Tues day, September 15, 2009, D avid Thurman and I performed a preli minary r econn aissance of the ravine lo cated ben eath a scorm water dete n tion p ond (Figure 1) fo r the Hillsid e at Mc G arvey Park su bdivision. The in ves tigation began at the upper extent o f t he ravine and progressed d ownstream, finishing at th e western extent of the mobile hom e p ark lo cated at the m outh of the ravine. A "hip chain" was used to acc urately m easure th e di stanc e walked alo ng the chan nel and to d o cument o b servati ons mad e . Immedia tely after the em ergency spillway th ere is a fl a t, d en se ly fo rested a rea and the narrow vall ey d oes n ot b egi n fo r approximately 60'. There al so appea rs co be a small rise in elevation b etwee n the bottom o f the spill w-ay and the uppe r extent of th e ravme. As the ravi n e begins to d rop (Fig ure2), there i s n o d efin ed ch annel in the valle y b ottom and the sa nd y, grav eU y soils are loose and covered w ith a thick layer of mostly leafy organic d ebris. The fir st evi d en ce of flu via l erosio n was noted at stati on 1 +41; here the re is a dry lO\v fl ow channel approx. 12" wide and 3-4 " d ee p. The valley i s w ell defin ed, ab out 12 ' w id e a t the bottom , w ith slopes risi ng at approxima tely 2 H:1 V. K :\p rujc c t\31500\31 51 1 \ \'faterRes\ln iti al Fi ndings.doc Russ Gaston, PE Summary of i nitial Field I nvestigation Over the next 230' feet, groundwater seeps are n o ted along the valle y botto m and the ground becomes m o ist. The initiation of flow in the channel was o bserved at station 3 + 70 . 1 t is m ostly small cobbles and gravel in the channel here. A t station 3+88, a 3'H x 6.5'W nick p o int was o bse rved (Figure 3). A fter the nick point, the channe l is ve ry steep for th e ne xt 35' before this ravine joins a larger o ne coming fr om the southeast which contai ns significantly m ore flow. O verall impr ession s of the upper ravine were loose, sand y soils with a th ick organic laye r; den se woodland vegetatio n ; no evidence of channel erosion or mass fai l ures fro m the hill si des; it ap pear s to b e stabl e. The small strea m now contains th e fl ows fr o m the initi al ravine and the upper ex tents o f the new, larger vall ey. The upper ar eas of the larger ra v ine were investi g ated but not stationed. It is very steep \V ith d e nse vegetation and numerou s sourc es of runoff coming from the upper hillsides and from the groundwater. T her e is a fai rl y large amount of coarse sand and gravel ava il abl e fo r tran sport fr om thi s upper area and the main source of sedim ent i s fr o m the erosion caused by the stream, not th e hill s sliding i nto the channel. T here i s littl e, i f an y hill side erosion reach ing t he va ll ey b ottom unti l th e approximate location of the confluence of the two streams. I mmediately upstr eam of the con fl uen ce th er e are exposed cl ay wall s on both sid es of the s tr eam w here th e materi al from both hill sides has slid down into the valley b o tto m forc ing the s tream to erode d own throug h the clay (Fig ure 4). The result is a deeply incise d channel with 6' tall walls and a b ottom wid th of 3.5 '. The sub stra te is m ostly large cobble s a nd g ravel s K:\projec1 \31500\315 11 \ \\'atc rRcs \ Initi a l Fin d ings .d oc P age 2 9 /17/09 Russ Gaston, PE Summary ofl nitia/ Field Investigation resting on t he clay bed. Downstream of the confluence there is a depositional area (Figure 5) where the va ll ey w idens significantly and the channel bankfull width is 7.5' w ith a bankfull depth of 1.8'. Again, large cobbles an d gravels make up the substrate. After the depositional area the valley ti ghtens in the area of a large mass failure of the left hillside at statio n 5+06 (Figure 6). The eros ion site he re 1s approximately 50'L x 12'H x 10'D (appro x. 3,000 ft 3 of material). From station s 5+54 to 6+03, the stream passes through a d epositional area of coarse material (Figure 7). The re i s a lo\v flow channel eroded into this materia l that is 2.5'\X1 x 0.8'D. At the lO\ver extent of the deposition, the material changes to mostly sand and silt as the stream approaches a large nick point at s ta tion 6 +03. Several large trees have fa ll en h ere and coincide with another la rge landslide from the left hill side . The stream drop s approximately 8-10 ' here then runs alongs ide a 20' tall compacted sand and sil t wall (Figure 8). The material at the outsid e of the wall has li ttle cohesion and very susceptible to erosion. After thi s 20' lo ng wall, the valley opens up w here it appears that material that has slid from the \Vall has eroded and b een transported away. What remains i s an exposed, curving clay wall (Figure 9) which i s 15'H x 70'L x 1 O'D (e s timate 5,250 ft3 ). After this, there i s again a depositional area of m ostly gravel \vith occasion al 3 -4' tall exposed clay walls on either bank. At station 7 + 53 the re is a very large ravtne extending u p the rig h t hillside wh ich is sliding d own into the st ream. At the top of the ravine (approximately 300' a\vay from the stream) there are vertical walls ranging from 10-25' tall. The amoun t of the sliding material could likely K:\projec t\31500\3151 1 \ \'<;,'arerRes\l nirialFindings.d oc Page 3 9/17/09 Russ Gaston, PE Summary of In itial held Investigation exceed 100,000 ft 3 (Figure 10, our ve ry rough ap proximation i s 85,000 ft3). The material at the bottom of this sli de is moist and sandy, w ith a small amount of vegetation. Immediately dO\v nstream, the grad e drops, the vall ey bottom widens, and there i s a large amount of deposition which is mostly sandy with some gravel. There is a nick point at station 9+90, the end of this depositional area, ·whi ch is 4' tall. D ownstream of this nick point there is significant treefall around the channel, den se overbank vegetation and a significantly \vider valley. The bankfull width is 2' and the bankfull d epth i s 1' with a substrate of mostly sa nd and silt. Several sources of ground\vater or runoff emanate from the sides of the valley. At station 11 + 73 there is another 4' tall nick p oint, after which the channel bec o mes incised with a mostly gravel and cobble bottom (Fig ure 11 ). At station 12 +68 the channel runs along the western extent of t he valley and b egins to parallel a parking lot fo r the mobi le ho me park along the right bank. The channel b ottom is 8' below the t o p of the ri ght b ank and the width at that heigh t (8' above the channel) is o nly 10'. By station 14+00, t he top of the rig ht bank is only 4' above the channel bo ttom and deposition incr eases as the grade drops further. At station 14+55, the parking lot on the right ends and the mobile ho me park r esi d ential area b egin s. At the same location, there begi n s a 4.25 ' tall wall along the right bank. The channel bottom is 2. 7' wide and t he left slope is ver y steep (a pprox. 1H :1V). The creek makes a sharp turn the west b etween stations 15+ 38 and 15+67 and there a lso begins an old concr ete wall along the left bank at station 15 +49 (the concrete wall o n th e right continues as \veil). The walls continue un ti l station 15+67 w here a K:\projec t\31500\3 l 5 l 1 \ Wate r Res \Initial Findings.doc Page 4 9 /17/09 Russ Gaston, PE Summary of Initial held Investigation half 12" CMP culvert line s the channel bottom. After 44', the CMP culvert ends, there is a 22' long stretch with 1.75' tall concrete walls on both sides constricting the channel to 2 ' \.vide (Fig ure 12). The fence line along the ri g ht has been reinforced with addition pl)'\:voo d in what appears to be an effort to reduce flooding ro the trailers on the opposite side. The r emaining 310' o f s tream inves tiga ted parallel the property line, traveling to the west in an 18" diamete r half HDPE pipe (Figure 13). The p ipe ends at the western extent of the prope rty. K:\proje c t\3 1500\315 11 \ \'\°atcr Rcs \ ln icia!Findings .doc Page 5 9/17/09 KL£/NFELDER ~ Bright People. Right Solurions. April 17, 2009 Kleinfelder Project No. 102149 City of Renton 1055 South Grady Way Renton, WA 98077 Attention: Subject: Ms. Vanessa Dolbee, Associate Planner Technical Peer Review Geotechnical Aspects of the Proposed McCormick Plat, File #LUA08-068 King County, Washington Dear Ms. Dolbee: 14710 NE Si" Street, Suite 100 Redrnond, Wc:shington 98052 Pl 425.636.7900 fl 425.636 7901 l<leinfelder.com ':ity of Renton J lann;r .. ~, I' , ';-_, A,./JSion JU;j -7 IU1J Kleinfelder is pleased to provide a technical peer review of the geotechnical aspects of the proposed McCormick Plat at 16405 SE Renton-Maple Valley Road (SR 169) in King County, Washington. This review is based on your letter request to us dated January 14, 2009 and the authorization to proceed with the project on February 19, 2009. We understand that there are concerns about risks associated with a potential debris flow that could originate upslope of the development and the developer's proposal to construct a debris flow mitigation berm to protect the development. SCOPE OF WORK Our scope of work included review the Preliminary Geotechnical Report for the McCormick Plat, review of provided documents relating to the proposed debris flow mitigation, a visit to the site, an evaluation of the proposed debris flow mitigation measures, and development of general debris flow mitigation recommendations. The following documents were reviewed in regards to the debris flow mitigation: • Update to Geotechnical Engineering Study -February 19, 2009 by Geotech Consultants, Inc. 102149/SEA8L068.doc Copyright 2009 Kleinfelder Page 1 of8 April 17, 2009 ,· Update to response Letter and Conceptual Debris Flow Mitigation Area Maintenance Plan -McCormick Plat -October 16, 2008 by Geotech Consultants Inc. Letter -RE: McCormick Plat LUAOS-068 PP EFC -October 7, 2008 by Sewall Wetland Consulting, Inc. • Response Letter -September 9, 2008 by Geotech Consultants Inc. Response to "On Hold" Notice McCormick Plat, Application No: LUA08-068 - September 9, 2008 by Pacific Engineering Design, LLC Preliminary Geotechnical Engineering Report -April 1, 2008 by Geotech Consultants Inc. • McCormick Plat King County Critical Areas Report, March 31, 2008 Prepared by Sewall Wetland Consulting, Inc. • McCormick Plat Plans, Sheet P1-P-9 by Pacific Engineering Design, LLC., Sheet L 1 by Glenn Takagi Landscape Architect GEOTECHNICAL REVIEW Preliminary Geotechnical Engineering Report We reviewed the Preliminary Geotechnical Engineering Report dated April 1, 2008 by Geotechnical Consultants, Inc. and present the following comments: • Site Characterization -The exploration program consisted of 9 test pits and 5 hollow stem auger borings. The exploration encountered geologic conditions that are consistent with the geologic map of the area. The subsurface conditions were characterized as fill (associated with development of the trailer park), overlying mass wasting deposits (MWD), all underlain by alluvial soils. Groundwater was encountered in all of the borings and the majority of the test pits. Several shallow landslides were identified in the narrow ravine above the site by Geotechnical Consultants. In general, we concur with the exploration program and the site characterization. Conclusions and recommendations -Two main geotechnical issues are addressed under the conclusions and recom111endations section: • Landslides -The potential for landslides to originate in the steep ravine above the site in the form a debris flow was identified. To mitigate for debris flows, the report states that a 65 foot buffer on the southern side of the site 102149/SEA8L068.doc Copyright 2009 Kleinfelder Page 2 of 8 April 17, 2009 combined with a soil berm will provide adequate protection for the proposed structures,. Liquefaction -A moderate to potentially high liquefaction potential during the design earthquake was identified. To mitigate for the liquefaction potential, the report recommended that all of the proposed residences be supported by continuous foundations designed for an unsupported 10 foot span, combined with a relatively low bearing capacity and placement of a minimum of 2-feet of structural fill below all foundations. We concur that landslides and liquefaction are the two main geotechnical hazards at the site. The mitigation measures discussed for each issue appear to be reasonable and within the standard of practice. In general, we concur with the conclusions and recommendations contained in the Preliminary Geotechnical Engineering Report; however it is our opinion that more information should have been provided on the rational for the size and location of the debris/flood protection berm. Geotechnical Response Letter We reviewed the letter dated September 9, 2008, by Geotech Consultants, Inc. responding to review comments received from King County. Contained in the County letter are comments and responses related to the debris flow risk associated with an emergency overflow event or embankment breach of the stormwater detention pond located at the head of the ravine above the development. The County requests specific information on flow volumes, geomorphic impacts, life safety hazards, risk of property damage, and the likelihood of the events. It is our opinion that Geotechnical Consultants, Inc. did not adequately address King County's questions regarding the debris flow and the proposed mitigation berm. Update to Geotechnica/ Engineering Study We reviewed the Update to Geotechnical Engineering Study, dated February 19, 2009, by Geotech Consultants, Inc. This letter presents observations on the subject property and adjacent property regarding building setbacks and debris flow mitigation. Geotech Consultants, Inc. states that the existing building setback and debris flow protection berm for the proposed McCormick Plat is more than adequate because they are on par or greater than that of adjacent sites. 102149/SEA8L068.doc Copyright 2009 Kleinfelder Page 3 of 8 April 17, 2009 It is our opinion that comparison of past practices on adjacent sites does not provide adequate rational for current standard of practice in regards to mitigation for debris flows. Particularly if the adjacent systems have not been subject to past debris flows and demonstrated adequate performance, or are not known to be based on rigorous design and debris flow modeling. In addition, the County has specifically requested that debris flows associated with the stormwater pond above the ravine be addressed, which we anticipate could cause larger debris flow that the site has been subject to in the past. SITE VISIT Kleinfelder licensed professional engineer and Mr. Richard D. Luark, P.E., L.E.G., performed a site visit engineering geologist, on February 25, 2009, to observe the existing site conditions. The conditions at the subject site and in the ravine above the property were consistent with those described in the Preliminary Geotechnical Engineering Report and Update to Geotechnical Engineering Study prepared by Geotech Consultants, Inc. ASSESSMENT OF DEBRIS FLOW MITIGATION BERM We present the following assessment of the proposed debris flow mitigation berm based on the documents provided (referenced above) and our experience with debris flow mitigation: • If a debris flow is initiated in the ravine due to the overtopping or breach of the detention pond, the highest impact of the debris flow would most likely occur at the proposed berm located in front of Lot 18 (directly below the ravine). The design of the proposed berm, which is sloped (2H:1V) and is 5 feet high, does not appear to account for the momentum, scouring and impact forces often associated with a debris flow, In our opinion, the berm could be overtopped by the debris flow due to its sloped nature, and the berm could be subject to significant scour, even though armored. At the impact location of the debris flow, it is our experience that a vertical structural, which can adsorb energy (such as gabions or soldier piles that can designed to yield) and acts to "catch" or deflect the debris flow is more effective than a berm which can act to "redirect" the debris flow up and over the berm. The use of a berm may be appropriate at the mouth of the ravine, however, additional analysis involving modeling of a debris flow impacting the berm is recommend to justify the current design. 102149/SEA8L068.doc Copyright 2009 Kleinfelder Page 4 of8 April 17. 2009 Stormwater inlet structures with Beehive grates are proposed along the base of the berm starting ai about 100 feet west of the ravine mouth. The inlets are spaced every 100 to 200 feet all tied together with an 18-inch diameter pipe that discharge at the end of the proposed berm. We concur with the proposed use of the storm water conveyance system to help to "dewater" a potential debris flow, thereby reducing the run out area of the debris flow; however, the discharge point has the potential to impact adjacent properties. If the debris flow run out reaches the west property boundary, it could impact the adjacent single family residence located just west of the property line. Again, modeling of a debris flow could help determine whether additional protection is needed for the residence. It is our opinion that the debris flow mitigation berm as currently designed is not the best and most effective way to mitigate the potential hazards for future residences of Mccormic Plat. However, it is our opinion that the existing berm system could be modified to be more effective. Some options that may be considered to improve the debris mitigation system are: A curved vertical impact structure at the mouth of the ravine that would dissipate energy and help to deflect the debris flow to the west. The structure could be incorporated into the existing berm (half berm with vertical structural wall on the debris flow side). We recommend a debris flow impact analysis be performed in order to provide parameters for design of the protective structure. Provide a different discharge point for the Beehive grated inlet proposed along the base of the debris flow mitigation berm. As currently designed, the pipe outlet currently discharges onto the ground at the end of the berm. We recommend that the pipe outlet discharge at a location that will not flood the existing development or adjacent properties. Provide for "catchment" of the estimated debris flow volume with high impact energy dissipating debris flow fencing at the mouth of the ravine (similar to rock fall fencing designed to catch rock fall). Evaluate the run out distance of the debris flow in order to demonstrate that no protection is required for the residence to the west, or provide protection if the calculated run out reaches the residence. 102149/SEA8L068.doc Copyright 2009 Kleinfelder Page 5 of 8 April 17. 2009 DEBRIS FLOW MITIGATION SYSTEM LOCATION It is our opinion that the debris flow mitigation system, should it be a berm, modified berm, or vertical wall, could be located to the north, outside of the 65-foot stream buffer and still provide protection to the future residences of the McCormick Plat. However, this would reduce the depth of the proposed lots and may required modification to the currently subdivision to meet current lot size requirements, unless the space that the structure occupies can be included in the lot size calculation. If the debris flow mitigation system were to be a "catchment" system, it would need to be located within the stream buffer and stream. ADDITIONAL COMMENTS General To minimize the risk to life and safety related to potential debris flow, a system must be designed and constructed to protect the structures and inhabitants. Typical systems are designed to resist the impact of the debris flow without catastrophic failure and to provide containment of the debris flow. Containment can be accomplished by providing a "runout" area with sufficient distance to allow the debris flow to lose energy and stop prior to impacting the public, or containment can be provided by "catching" the debris flow in an impoundment or structure. To design a debris flow system, an estimation of the volume of debris to contain and the kinematic energy at impact is required. If the breach of the detention pond at the head of the ravine is the design event it seems reasonable to consider a debris flow equal to the volume of the pond. If the design event is smaller, such as the historic debris flow described in the Preliminary Geotechnical Engineering Report, the estimated viscosity and velocity would need to be estimated in order to calculate the impact load for design of the protection and containment structures. Current Proposed Debris Flow Mitigation System The proposed debris flow mitigation system recommended by Geotech Consultants and presented in the plans for the McCormick plat provides a "runout" area for the potential debris flow. Provided the runoff distance is sufficient, the debris flow would stop prior to impacting the proposed structures. As the current stream channel bends 90 degrees to the west as it exits the ravine (Prior to the previous site development, the stream's natural alignment was likely to the east as it exited the ravine), a barrier is required to deflect the debris flow away from the proposed structures and direct it down the current 102149/SEA8L068.doc Copyright 2009 Kleinfelder Page 6 of 8 April 17, 2009 stream alignment. As currently designed, the barrier to deflect the potential debris flow into the "runout" area is a soil berm. Debris Flow Mitigation Alternatives The current debris flow mitigation system proposed provides a "runout" area for the potential debris flow to dissipate prior to impacting structures. Alternatively, the debris flow could be mitigated by providing a "catchment" system that would retain the coarse debris, allowing water and fine grained sediments to flow down the existing stream channel. However, due to the 90 degree bend in the existing creek, a "catchment" system would also require a barrier to deflect the mud and water away from the proposed development. Each system has advantages and disadvantages as listed below: "Catchment" advantages would include: 1) A smaller deflection barrier would be required, and; 2) less area would be required for the mitigation system. The disadvantages would include:1)Higher cost; 2) The system would be located within the stream channel and stream buffer, and; 3) A barrier would be required to deflect the mud and water away from the development "Runout" advantages would include: 1) The deflection barrier could be located outside of the stream buffer, and; 2) the system would likely cost less than a "Catchment" system. The disadvantages would include:1) More area would be required for mitigation, and; 2)1f the barrier is located outside of the buffer, it may reduce lot sizes and/or number of lots in the proposed Plat. Additional Analysis For both debris flow mitigation alternatives, additional analysis is recommended in order to support the design. The analysis may include estimation of the debris flow volume, type of debris flow, density, kind and size of debris flow material, geometry of the blocked channel area, and velocity of debris flow. LIMITATIONS This work was performed in a manner consistent with that level of care and skill ordinarily exercised by other members of Kleinfelder's profession practicing in the same locality, under similar conditions and at the date the services are provided. Our conclusions, opinions and recommendations are based on a limited number of observations and data prepared by others. It is possible that conditions could vary 102149/SEA8L068.doc Copyright 2009 Kleinfelder Page 7 of 8 April 17, 2009 between or beyond the data evaluated. Kleinfelder makes no other representation, guarantee or warranty, express or implied, regarding the services, communication (oral or written), report, opinion, or instrument of service provided. This report may be used only by the City of Renton and only for the purposes stated for this specific engagement within a reasonable time from its issuance, but in no event later than two (2) years from the date of the report. The work performed was based on project information provided by the City of Renton. Kleinfelder assumes no responsibility for the suitability of our recommendations with respect to design performed by others. CLOSURE It has been a pleasure providing you with geotechnical review services. If you have any questions or require further information, please contact us. Respectfully submitted, KLEINFELDER WEST, INC. Marcus B. Byers, P.E. Senior Geotechnical Engineer 102149/SEABL068.doc Copyright 2009 Kleinfelder Page8of8 Richard D. Luark, P.E., L.E.G. Principal Geotechnical Engineer April 17, 2009 _. . • Sewall Wetland Consulting, Inc. MCCORMICK PLAT CITY OF RENTON REVISED CRITICAL AREAS REPORT & SUPPLEMENTAL STREAM STUDY Sewal l Wetland Consu lting, Jn c. 27641 Covi ngton Way SE, #2 Covi ngton, WA 98042 Prepared For. Robert McCormick 161 Mapleway Road Sclah, Washington 9894 2 AUGUST 12, 2011 Job#AS-106 City of Renton ' l 1r JI' Phone. 253-859-05 l 5 fax: 253-852-4732 Sewall Wetland Consuttin , Inc. 27641 Covington Way SE #2 Covington, WA 98042 MCCORMICK PLAT CITY OF RENTON REVISED CRITICAL AREAS REPORT & SUPPLEMENT AL STREAM STUDY 1.0 INTRODUCTION Phone.253-859-0515 Fax: 253-852-4732 This report describes jurisdictional wetlands on the 7.32 acre proposed McCormick Pl at located on the south side of SR 169 in the City of Renton, Washington (the "site"). SpecificaJly, the site consist s of an irregular shaped parcel in a portion of the SE '14 of Section 23 , Township 23 North, Range 5 East, as well as a portion of the SW '14 of Section 24, Township 23 North, Range 5 cast of the Wi~lamette Meridian in King County, Washington. The site is actually 11.7 acres in size but the portion to be platted is 7.32 acres, with the remainder (panhandle to south) located within King County and outside the proposed plat. SH A AJ I "ll. l*"'-1 • ..,_, & J ••• , " .. ~ ... #-. .i 'f"-,,,u \ •' I, .. 'i :,: 'A = ... ,. ... , •. .. - • Mc('or111ick #A8-J06 Sewall Wetland Consulting. Inc. August J 2. 2011 Pagel The site consists of an ex istin g mobil e hom e park on the north end of th e s it e bordering SR 169 . A Category 3 wetland borde rs the east side of the mobile home park. Just west of the mob ile home park is an area of immature deci duous forest as well as a Category 3 wetland a nd Type N stream. The south s id e of the s ite consis ts of a lon g na rrow ravi ne containing th e Type N stream previously m e ntion ed . This area is genera ll y und eveloped with the e xception of a vehicle storage area, a gravel road and a weH site. T he site js proposed to be subdivide d into 33 singl e family residential Lots . 2.0 METHODOLOGY Ed Sewall and Tonya Smith of Sewall Wetl and Consul tin g, lnc. marked the wetland edg es on-site in Jan ua ry and March of 2008. Soil colors were identified using the 1990 Edited and Revised Editi on of th e Muttse/1 Soil Color Chans (Kollmorgen In strum en ts Corp. 199 0). The wetland on site was ide ntified using methodology described in the Wasltillgto11 State Wetlands ldentificatio11 Manual (WADOE, March 1997). T hi s is th e methodology currently recognized by th e Ci ty of Renton, King Coun ty and the State of Washington for wetland detenninations and delineations. The wetland area identified would a lso be considered wetlands using th e methodology described in the Corps of Engin eers Wetlands De lin eation Manual (Environmental La9oratory, 1987), as required by the US Army Corps of Engineers. Al l wetland edges were mark ed with pink wire flagf,ring numbered sequen ti a ll y. Data points were marked with either li me wire nags or orange and black striped fl aggin g and were labeled DP#_ (see attached Pacific Engin eering pl a n). T he Wash ington State We tlands Ident ification and De lineation Man ual and the Corps of Engineers Wetlands Delineation Manual both requires the use of the t.hree-paramet.er approach in id entifyin g a nd delineating wet lan ds. A wetland shou ld s upport a predominance of hydrophyt ic vege ta tion , have hydri c so il s and di s play wet land hydrology. To be considered hydrophytic vegetation, over 50 % of the dominant species in an area must have an in dicator s tatu s of facu lta ti ve (FA C ), facultative wetl and (F ACW), or obligate wetland (OBL), accordin g.to the National List of Pl a nt Spec ies That Occur in Wetlands : Northwest (Region 9) (Reed , 1988). A hydric soi l is "a soil th at is saturated, flooded , or ponded lo ng e no ugh during th e gro,ving season to deve lop a naerobi c co nditi ons in th e upper part ''. Anaerobic conditions are indicated in the fi e ld by so il s with low c hrom as (2 or less), as dete rmin e d by usin g the Munsell Soil Co lor Charts; iron oxide mottles ; hydro ge n sulfide odor and other indi cators. Generally, wetland hydrolo gy is de fin ed by inundati on or saturation to th e surface for a c on secutive period of 12.5% or greater of th e growing season . Areas th at co nt ain indicators of wetl an d hydrology bet ween 5%-12 .5 % of the growing sea son may or may not be wetlands depe ndin g upon other inclicators . Field in d icators include vi sua l ob serv ation of McCormick/fl A8-106 Sewall Wetland Consulting, Inc. A 11g11st 12. 20 II Pal(e3 soil inundatioa, saturalion, oxidized rhizo spheres, water marks on trees or other fixed objects, drift lines , etc. Und e r normal circumstances, indicators of a ll three parameters will be present in wetland areas. 3.0 OBSERVATIONS 3.1 Existi11g Site Docume11tatio11 Prior to visiting the site a review of several natural resource inventory maps wa s conducted. Resources reviewed included th e Ki ng County Soi ls Survey, King County iMap website with sensitive areas layers activated, a critical areas review letter from Bill Ke rshke , King County Eco logi st in regards to the site, and the National Wetlands Jnventory . 3. J. I Soil Survey According to the Soil Survey, King County Area, Washington (Sn yder et al 1973), the site is mapped as containing Alderwood gravelly loam soil s (AgC &AkF), Puyallup Fine Sandy loam (Py), and mixed alluvial land (Ma). Alderwood soi ls are moderateJy-wel1 drained soils . Puyallup fine sandy lo am is a well drained loam formed in alluvium. Mixed alluvial land consists of a variety of alluvial so il s ranging from sand to silty clay loams. Drainage in these soils ranges from well drained to very poorly-drained . None of these soi ls is specifically listed as a "hydric" soil according to the publication Hydric Soils oft h e Unit ed S ta tes (USDA NTCHS Pub No.1491, 1991 ). 0 IUog Couri1y ArH, Wuhlngton (WA633) @ -' M•p Unll M"!' Unll N•m• Atr11s In Percent of Symbol AO I AO I Av( Pc Py Pi> w AIO<cr"'ood gr.rvety s and/ ~m. 6 t o l 5 pe<e ent stopes Alde"'OO<l ana ._,ttjip '1()11-)., ~ry llttp 1-1 •• ~~ .lllwial la<'l<I Pkhuc• loamy fro. ~nd Puyallup me undy lo.m ~Of'IIH~h W•r.A.r 13.7 20.8•.r. 3).5 :;o 7 ... 7.8 11 a ... 01 0.2"to 7 .2 11 .0 ... 1.9 2 .= l .7 2 .6'¥, Soil Map of the site 3. 1.2 Natio11al Wetlands /11 ve11 tory McCormick '::A8-106 Sewall Wetland Co11s11/ti11g, !11c. A11g11st !2, 2011 Page ./ Accord in g to the National Wetland s Inventory for the site, no wetlands are located on the si te. fnu.t,._ and M ~\"'1r:$-,,d .,,t;,1,.........1E~v...rt•~ . ,,_, .. , ..... -................ • fta1'-lo9'1~ ....,., . • ,ti ... National Wetland~ In ventory map 3.1.3 King Co unty Sensitive Areas Folio No wetlands a re depicted o n or within 300' of the site in lhe King County Sensitive on line iMap a ir photo . The s ite is mapped as cont aining an uncl assifi ed stream. McCormickl#A8-J 06 Se wall Wetland Consulting. In c. August 12, 2011 !'age 5 King County iMap air photograph with s ensitive area overlay 3.1.4 Kfog County Pre-application A06POl 71 fn a Jetter (a ttached) from King County biologist for an in formal pre-application meeting for the site regardin g critical areas, a Type N stream was noted as being presen t on the site. 3.1.5 City of Renton Water Class Map According to the City of Renton Draft Water Class Map, a Class 3 stream is locat ed on the site . \l \ LE(i l::.ND : Class I Class 2 Cl ass 3 Cla.ss-1 Piped or cu lvcned (d nts) City Limi1 s Potential Ann cxa1 ion Arca I ~ ; ... r f I ..... 3.1.6 City of Renton's Wetland~ Map 1 '-• .. 1 ... /": ·-'I', r=-·-~-~- .! ;, • \ I 3.2 Field Observations 3.2.1 Uplands McCormick ':A8-l06 Sewall Wt'lland ( 'vm11ili11~. Inc. August I 2, 20 I J PaJ::e.6 The site consists of a long narrow section with a ravine on the south, connected to an irregular shaped area on the north bordering SR 169. The high point on the site is at the south end of the site with a low point at the northwest comer next to SR 169. The narrow section to the south is outside the 7.32 acre area to be platted in this project This area is also outside the City limits within unincorporated King County. As previously described, the site contains a mobile home park on the northeast side of the site. This area contains paved and gravel roads, landscaped lawn areas, numerous mobile homes, and parking areas, and on the south end of the park, several outbuildings. South of the mobile home park is a fenced in RY and vehicle storage area. South of the l,'favel storage area up the ravine the only other man made feature is a potable water well. Since development is only proposed on the north end of the site, no investigation was made south of the existing potable well. To the west of the mobile home park is an area of immature deciduous forest. Soils in this are significantly disturbed and show evidence of substantial historic grading and cutting. This area is dominated by an overslofY of alders (A/nus ruhra), and cottonwood (}'op11/11s ba/samifera). The understo(Y is comprised of thickets of Himalayan blackberry (l?uh11s discolor), with stinging nettle ( Urtica dioica), saJmonberry (/?uhm spectahi/is), sword fem (l'u/yslichum munitum) and elderberry (Samh11c1,s racemosa). Soil pits excavated in this area revealed mix silt loams lacking any hydric characteristics. Soil pits excavated just north of Wetland A revealed a dfY sandy material, and in some areas a silt loam that was dry with a soil color in the B-horizon of IOYR 3/2.5 with common, fine faint redoximorphic concentrations. All soils in the upland areas were dfY or only moist during our site visit. 3.2.2 Wetlands A total of two (2) wetlands were delineated on the site. Wetland A is located along the west side of the site and Wetland B is located along the northeast edge of the site. Wetland A Wetland A (flags A I-A8 & AA 1-AA6) is located at the toe of the slope along the south .side of the site and is bisected by the ditched Type N stream A small portion of the • McCormick llA8-IU6 S1.,,rnl/ Welland ( '.on.<11/ti11g, Inc. A ugusr I 2, 20 II Page 7 wetland extends north of the stream in an old excavated low point. A foundation is found along the north edge of the wetland in this vicinity. Wetland A consists of a slope-type wetland where groundwater is discharging onto the surface. Vegetation in this wetland consists of reed canary grass, creeping buttercup (Ranunculus repens), and a few small alders. Soil pits excavated within the wetland south of the ditched stream consists of a dark organic material. North of the ditch the wetland contains a silt loam with a color of lOYR 2/l in the 8-horizon with common, medium, distinct redoximoprhic concentrations. Soils were saturated between -12" and the surface within this wetland. Wetlands A would be classified as PFOIE (palustrine, forested, broad leaved deciduous, persistent, saturated) according to the US Fish and Wildlife Wetland Classification methodolo1,,y (Cowardin et al. 1979). According to the criteria in City of Renton Municipal Code (RMC) Chapter 4-3-050.M. l, Wetland A would be classified as Category 2 wetland as a wetland with minimum evidence of human related physical alteration, but not meeting the criteria of a Category l or 3 wetland. Typically, Category 2 wetlands have a 50' buffer measured from the wetland edge . Wetland B Wetland B (flags B 1-B 17) consists of a salmonberry and blackberry dominated scrub- shrub slope type wetland located along the northeast comer of the site. Species found include salmonberry, Himalayan blackberry, stinging nettle, and hedge nettle (Stachys col/eyae). Soil pits excavated in this wetland revealed a dark ( I OYR 5/2) saturated sand with some organic streaking. Soils in the northern end of the wetland consist ofa black (lOYR 2/1) gravelly loam which was saturated to the surface. Wetland B would be classified as PSSJ E (palustrine, scrub-shrub, persistent, saturated) according to the US Fish. and Wildlife Wetland Classification methodology (Cowardin et al. 1979) According to the criteria in City of Renton Municipal Code (RMC) Chapter 4-3-050.M. I, Wetland B would be classified as Category 2 wetland as a wetland with minimum evidence of human related physical alteration, but not meeting the criteria of a Category 1 or 3 wetland. Typically, Category 2 wetlands have a 50' buffer measured from the wetland edge. Streams McCormick '!. A Ii-I 06 Sewall Wetland ( 'on.•,;11/Ji11g, Im:. A 11g11st 12. 20 II Page 8 A single intermittent stream flows through the south narrow section of the properly outside the platted portion, before draining in a half culvert through the south edge of the trailer park within the area to be platted. The ordinary high water mark of this stream was flagged with white and blue flagging labeled Nl-N7 and Sl-S7. When the stream discharges from the culvert it runs in a narrow (2 feet) dug ditch westerly before crossing under a fence and draining in a dug and altered channel through several yards. At SR- 169 the stream changes from the 12" wide channel through the yards to a large debris and sand fan prior to entering a choked and % full ( of sediment) 12" concrete culvert. This stream passes north under SR 169 before discharging into a shallow, sheet flowing swale vegetated with reed canary grass. This swale drains westerly before turning northeasterly into a long shallow area that in the spring and winter contains standing water. This area is vegetated with reed canary grass. There is no outlet from this area to the east as water appears to stand and infiltrate. There is an overflow path for this channel to the west that was dry during all of our site visits. lt does appear feasible that water could overflow down this channel to the west. This overflow path appears to connect to a small channel located several hundred feet to the west. However, it does not appear to connect except potentially in a storm or extreme high water vent. There does not appear to be any feasible way for fish to utilize this channel. We reviewed this channel during our study for the Cedar River Trail (report dated October 15, 1996) and identified this channel as Tributary 0311, a Class 3 stream that was dry during our site visits al that time. The stream was confirmed as a Class 3 stream under King County regulations prior to 2005, during the Cedar River Trail Review. The stream was also designated as a Type N stream by King County Biologist Bill Kershke in his review of the feature (see attached letter). We agree with Bill Kershke's rating of this feature as a Type N water. Our review has revealed this feature to be intermittent, and lacking any fish use. Fish access to this feature does not appear to be feasible except possibly in a flood event of the Cedar River. The City of Renton's Water Class Map indicates this stream is a Class 3 stream. A Class 3 stream is a perennially flowing stream without fish use. This mapping does not appear accurate as we have observed the lower reach of this stream with a dry channel during our work on the Cedar River Trail in the late I 990's, which would be more indicative of a Class 4 stream (intermittent flow and no fish use). A Class 4 stream typically has a 35' buffer measured from the ordinary high water mark. However, RMC Title IV Chapter 4.03.050.L. I.iii states "C/as.t 3 waters are 11011-salmo11id-beari11g perennial waters during year., of normal rainfall, and1or mapped on Figure Q./, lien/on Water ClaM· Map as McCormick ':A/1-/06 Sewall Wetland Co11.\l/lti11,:, Inc. A "X"-'' 12, 20 ll Page9 Class 3". Since this stream is mapped as a Class 3 on this map, it would be considered a Class 3 water for the purpose of this project T.ypically, Class 3 streams have 75' buffers measured from the Ordinary High Water Mark. 4.0 FUNCTIONS AND VALUES As depicted in the ratings of these wetlands, they have moderate value for hydrologic and water quality functions. However, habitat value is low for these wetlands due to small size and lack of complexity as well as the close proximity to human disturbance. The Class 3 stream on-site has little habitat value due to past manipulation and culverting of the channel. The main function this stream has is as a hydrologic input to the Cedar River into which it eventually flows. S.0 REGULATIONS In addition to the wetland regulations previously described for wet.lands and streams, certain activities (filling and dredging) within "waters of the United States" may fall under the jurisdiction of the US Army Corps of Engineers (ACOE). The ACOE regulates all discharges into "waters of the United States" (wetlands) under Section 404(b) of the Clean Water Act. Due to the increasing emphasis on Endangered Species Act compliance for all fills of Waters of the United State and Waters of the.State, both the Corps of Engineers and Washington Department of Ecology should be contacted regarding permit conditions, compliance, and processing prior to commitment to any fill of wetlands or streams for this project. National Marine Fisheries Service (NMFS) is responsible for reviewing all projects that might include "take" ofanadromous fish habitat under the Endangered Species Act (ESA). Therefore, it is not within SWC's scope of work to determine a habitat "take". Pacific Chinook salmon, steel head and Bull Trout have been listed as threatened species. NMFS and the local agencies are currently in the process of adopting rules that will provide specific guidance for protection of fish and their habitat that have been included in the ESA listings. No impacts within waters of the US (wetlands or streams) are proposed from this project. 6.0 PROPOSED PROJECT The proposed project is the construction of a 34 lot subdivision with associated roads, as well as stormwater and recreation tracts. McCormick •,,A8-J U6 Sewall /frt/a11d Co11.mili11g. Inc. AU}!II.\/ I!, 20/1 /'age JO A reduced 60' buffer is being depicted on this stream in areas that were previously asphault mobile home pads and in the area along the storm pond. The majority of this buffer was previously mobile homes and paved surfaces. As part of this project the mobile homes and paved and gravel surfaces will be removed. An earthen benn will be placed within this area. This area will then be replanted with a mix of native woody vegetation to restore some of the functions to this buffer that existed prior to the development of the existing mobile home park. /'\ small pervious footpath will also pass through the buffer as is allowed by Code. As allowed in RMC Title IV Chapter 4-03.050.L.4.c, buffers of Class 3 Streams can be reduced to a minimum of 50' if compliance with L.5c(iv) a, b, c, d, e, and f can be shown. iv. Criteria for Approval of Reduced Buffer Width: The following criteria in subsections L5c(iv)(a) and (c) through (f). or criteria (iv)(b) through (f) of this Section shall be met: (a) Buffer Condition: Either subsection (1) and (3) through (5) shall be met or subsection (2) through (5) shall be met: ( 1) The buffer area land is extensively vegetated with native species, including trees and shrubs, and has less than five percent (5%) non- native invasive species cover, and has less than fifteen percent (15%) slopes; or (2) The buffer can be enhanced with native vegetation and removal of non-native species per criteria in subsection L5c(iv)(c) of this Section, and has less than fifteen percent (15%) slopes; and (3) The width reduction will not reduce stream or lake functions. including those of anadromous fish or nonfish habitat; and (4) The width reduction will not degrade riparian habitat; and (5) No direct or indirect, short-term or long-term, adverse impacts to regulated water bodies, as determined by the City, will result from a regulated activity. The City's determination shall be based on specific site studies by recognized experts, pursuant to subsection F3 of this section and RMC 4-8- 120; or (b) The proposal includes daylighting of a stream, or removal of legally installed, as determined by the Administrator, salmonid passage barriers; and (c) The project includes a buffer enhancement plan using native vegetation and substantiates that the enhanced area will be equal to or improve the functional attributes of the buffer; or in the case of existing developed sites where a natural buffer is not possible, the proposal includes on-or off-site riparian/lakeshore or aquatic enhancement proportionate to its project specific or cumulative impact on shoreline ecological functions; and (d) The proposal will result in, at minimum, no net loss of stream/lake/riparian ecological function; and (e) The proposal does not result in increased flood hazard risk; and McCormick 'qA8-JO~ Sewall Wetland Comulting, Inc, August 12, 201/ Page II (f) The proposed buffer standard is based on consideration of the best available science as described in WAC 365-195-905; or where there is an absence of valid scientific information, the steps in RMC 4-9-250F are followed, As described above, either subsections I & 3-5 must be met, or subsections 2-5 must be met. Subsection I would require the existing buffer to be extensively vegetated with native species. This is not the case as it is an existing mobile home park to include areas of pavement, lawn and mobile home structures within the buffer, So the first option meeting subsections l ,3-5 cannot be met. The Second buffer reduction option is meeting subsections 2-5, Subsection 2 requires enhancement of the buffer and that the slope is < 15%. This subsection can be met as the slope in this area is <15% and we are proposing planting native trees and shrubs in the reduced buffer areas throughout the site. Subsection 3 requires that the reduction will not reduce stream or lake functions or those for anadromous fish or no-fish habitat. The existing functions of the buffer of this area are close to none. The stream channel is in a V. culvert/trough. The buffer on the north side proposed to be reduced slopes down to the north away from the stream, Nearly the entire surface next to the stream is impervious pavement, concrete slabs, mobile homes and small patches of grass. A few trees exist that can provide some woody debris to the channel, but this is of minimal value as the channel is artificial and provides no habitat in this area. The functions of the buffer in the existing state have no bearing on its width since it is essentially completely developed. The proposed reduced buffer to 60' that would be planted with a mix of native trees and shrubs would provide shade to the buffer k~-eping water cool to benefit downstream fish habitat, would provide a source of organic debris to benefit riparian insect life, and the band of native vegetation will provide.a travel corridor and some habitat for wildlife utilizing this area, Subsection 4 requires the width reduction will not degrade riparian habitat. As described under Subsection 3 above, there is no riparian habitat in the area north of the stream where paved surfaces exist currently, The reduction of the buffer to 60' and restoration of this area by removing the impervious surfaces and replanting with native vegetation will restore habitat to this de1,'Taded buffer. ln the area of the proposed detention facility, the buffer is a degraded, with scattered cottonwoods, reed canary grass and Himalayan blackberry, The proposed stormwater facility will act as a barrier to human intrusion into this portion oft he buffer,. And the proposed enhancement of the buffer in this area from the native tree and shrub plantings Aki 'ormick ,iA8-l 06 Sewall Welland ( 'onsu/ting, inL'. A ugu.11 I 2, 20 II Page 12 will increase functions of the stream through increased shade, cooling waters within the channel, increase large and small organic litter inputs to the stream, and an increase in small and medium woody debris to the stream. Subsection 5 requires no direct short or long tenn impacts to the regulated waterbody will result from the proposed use. a) No impacts to the channel are proposed or will occur. All development is downslope and draining away from the stream. The only work in and around the stream is the temporary impact to the buffer from extension of the wetland line, and the restoration of its buffer. This will not negatively impact this waterbody in any way. The proposed enhancement and removal of impervious surface will improve the function of the northern buffer area substantially as outlined previously. b) As required by Code, a mitigation plan has been attached to this report to depict the proposed reduced buffer areas and the enhancement of the reduced buffer areas. A portion of the buffer area will be the required rocked benn as a result of slide stability requirements of the slope to the south. This rocked portion of the buffer will not create any new impacts or degrade the buffer from its existing condition. If the rocked portion were to be moved outside the buffer, this would eliminate up to 8 lots making the project not feasible. In addition to the above proposed buffer reduction, a temporary impact to approximately l,OOOsfthe buffer of the stream will occur during construction of the water line to provide water to the site. There is no other location where this connection could be made as the existing water hookup is located due west of the site. The work will be conducted in the dry season and the disturbed buffer will be re-graded to original grades and replanted with native vegetation. The stream crossing will also be conducted in the dty season following the requirements of the HPA which will be applied for. c) The proposed mitigation project includes enhancement of the buffer in an area that has been degraded in the past from use as a mobile home park, as well as enhancement in areas reduced by the stonnwater facility. The mobile home park portion of the buffer includes areas that are paved and impervious surfaces. These surfaces will be removed, the soil disked and then replanted with a mix of native trees and shrubs. The proposed reduced and enhanced buffer will provide better protection to the stream than the current condition. As previously described, the vegetation community will be enhanced within this buffer, increasing the density of woody plants, increasing shade and organic imputes to the buffer, creating habitat for wildlife and macro invertebrates, which in turn improve downstream fish habitat d) Functional Equ;va/ency Mcrormick '#A8-106 Sewall Wetland Cmm1fliflg_, Inc. A11guM 12, 2011 Page 13 The mitigation area consist of riparian and wetland buffer degraded from historic use as well as a vegetation community comprised of a mix of invasive species. This area provides few of the recognized functions of riparian butlers. There is very little woody vegetation except for scattered alders and small cottonwoods. The lack of woody vegetation reduces numerous functions of this riparian area including; •Lack of shading of the stream channel •Lack of source of woody debris recruitment to channel •Lack of structure for riparian wildlife for food, denning and shelter •Lack of thermal cover for riparian oriented wildlife •Lack of durable woody plants with root systems that hold, protect and bind the stream bank in place. This also aftects the buffers ability to slow down any flood flows, stabilize the soil, which in turn impacts water quality, and create opportunities where side channels and natural meanders may occur in the channel. Comparing qualitatively the functional attributes of this area before, as well as the same area under an enhancement with a mix of woody tree and shrub species, reveals all functions would be increased. e) The proposal will not increase the flood hazard risk on the site, and in fact helps mitigate risk with the debris flow berm. In addition the removal of the impervious surface increases flood area roughness as well as provides and area for storage and infiltration of potential flood waters. f) The proposed use of enhanced buffers for reduction in width is a standard format that has been backed by many studies and is considered the "best available science". The reduced width has been compensated for through restoration and enhancement to make up for the lost functions due to a reduction in width. Pedestrian Trail The proposed pedestrian trail on the site will pass through the outer edge of the butler. According to RMC 4-3-050C.7.a, trails within wetland and stream buffer areas arc exempt with certain approval criteria; I} ]he trail, walkway, and a.uociated open space shall he consistent with the Comprehensive Parks, Recreatmn, and Open Space Master Plan. The City may allow private trail.s <<~ part of the approval ofa .site plan, suhdivision or other land use permit approvals. This trail would be a private trail associated with the proposed plat. Mei 'ormick 'eA8-106 Sl">••a/1 JV.,t/and C011s11/ti11!(, !11,·. August 12, 10/J Page 1./ 2) Truils und walkways shall be located in the outer twenty-five percent {25%) of the buffer, i.e .. the portion ,~(the buffer thut is farther away from the critical area. Etceptions to this requirement may be made for: The proposed trail 45' from the stream channel. This would be in the outer 40% of the buffer. However, considering the existing buffer in this area is already paved and developed, it has not resulted in an increase in impacts to the buffer. • 1'ruil .,egments connecting to existing trails when; an alternate alignment i.1· not praclical. • l'uh/ic access poi Ills to water bodie., spaced periodically along the trail. (3 J Hnhancement <//the hujjer urea is required where truils are located in the buffer. Where enhancement oft he buffer area adjacent tu a trail is not feasible due to existing high quulity vegetalion, additional buffer area or other mitiga11on may be reqwred. The buffer area along the trail has been proposed to be enhanced through the removal of existing mobile homes and paved parking areas, restoration of a natural soils surface through disking and tilling, and placement of native trees shrubs and round covers in this area. ( 4) Trail widths .,hall he a maximum width of twelve {12) feel. Trails shall be constructed of permeahfe materials. lmperviom materials may be allowed if pavement is required for handicapped or emergency access. or safety, or is a designated nonmolori::ed transportation route or makes a connection to an already dedicated trail, or reduces potenlial for other environmental impacts The proposed trail is a permeable surface that is JO' in width and meets this criteria. If you have any questions regarding this report, please call us at (253) 859-0515 or at esewall@sewallwc.com. Sincerely, Sewall Wetland Consulting, Inc. ,;..;::.-:...,..-----_:.: ( Ed Sewall / ., Senior Wetlands Ecologist PWS #212 REFERENCES Cowardin, L., V. Carter, F. Golet, and E. LaRoe. 1979. Classification of Wetlands and Deepwater Habitats of the United States. U.S. Fish and Wildlife Service, FWS/OBS-79-31, Washington, D. C. Daubenmire, R. 1959. A canopy-coverage method of vegetational analysis. Northwest Science 33:43-64. Diers, R. and J.L. Anderson. 1984. Development of Soil Mottling. Soil Survey Horizons, Winter 1984, pg 9-15. Environmental Laboratory. 1987. Corps of Engineers Wetlands Delineation Manual, Technical Report Y-87.-1. U.S. Army Corps of Engineers Waterways Experiment Station, Vicksburg, Mississippi. City of Renton Municipal Code Hitchcock, C. and A. Cronquist. 1976. Flora of the Pacific Northwest. University of Washington Press, Seattle, Washington. Munsell Color. 1988. Munsell Soil Color Charts. Kollmorgen Instruments Corp., Baltimore, Maryland. National Technical Committee for Hydric Soils. 199 L Hydric Soils of the United States. USDA Misc. Publ. No. 1491. Reed, P., Jr. 1988. National List of Plant Species that Occur in Wetlands: Nort.hwest (Region 9). 1988. U. S. Fish and Wildlife Service, Inland Freshwater Ecology Section, St. Petersburg, Florida. Reed, P.B. Jr. 1993. 1993 Supplement to the list of plant species that occur in wetlands: Northwest (Region 9). USFWS supplement to Biol. Rpt. 88(26. 9) May 1988. ROUTINE WETLAND DETERMINATION DATA FORM (Washington State Wetlands Identification & Delineation Manual, 1997) SEWALL WETLAND CONSULTING, INC. 1103 West Meeker Street Kent, Washington 98032 (253) 859-0515 fuli!!!:l l:lamdll· MQC11rmil1k llaur /·1¥-~! lnvwiB&tm:· U J-A Data&liDI' );,/~/ Jurisdiction-Kin@ Co State: WA M'llical Analysis· Problem Area VEGETATION Dominant tant species I. P, <./...,'1_ -v.,.l,.,., ._. Stratum I~ ~-Coverage% 2. ft1,l.v1 o/, ,re. ... ,.__ F/K() 3. /:« I,,, Po-....,, n rA:' 4. 5. 6. 7. 8. 9. 10. % of species OBL, FACW and/or FAC: ~c Hydrophytic vegetation criteria met(f;j Ng Marginal Comments: SOILS Mapped Soil Series: fl!)'.l!!JJ~ On Hydtic Soils List?: li!! Drainage Class: wdl s!rliui:d Depth(O in) jgatrix rotor Redox conce11tration ca/or Ttxhlre Jt. 'In.-!l:J F,.,. F,-s, ~ .. r _m. _in. in. -_in. Organic soil....., Histic epipedon....., Hydrogen sulfide_, gleyed....., redox concentrations~ rtdox depletions....., pare linings....., Iron concretions....., manganese concretions....., organic mall er in surf~ horizon (,andy soil)_, organic streaking (sandy soils)_, organic pan (sandy soil)_. (. t..,..,..-..._ -.f ~ Hydric soil criteria met: y~ Buis: Conuneots: HYDROLOGY Recorded data_. inundation · -saturation watermarks______, drift lines_ . ~ sedime11I deposilS __ , drainage patterns • Wetland hydrology criteria met: Yell ® Basis: ~t!!. ' '"-.,.t.. e, .. :/ .. ,J_ ,. ck~ - (',(\lllmtnts: SUMMARY OF CRITERIA Soil Temp. at 19.7" depth· Growing S~;° Hydropbytic vcgetation::&if Hydric soils: etland ~logy: Y4$ Data point meets the criteria of a jurudictional : Yes ROUTINE WETLAND DETERMINATION DATA FORM ( Washington State Wetlands Identljlcatlon &: Delineation Manual, 1997) SEWALL WET.LANI) CONSULTING, INC. llOJ West Meeker Street Kent, Washington 9BOJ2 (W) 859-IJSH fil!i~Name/#· M~ani!i: Om· l·'l-'f-Qt Investipwc ,£; ~ Data Point· '[)P"z Jurisdiction-Kina Co State· WA Atypical Analysis· Problem Area· VEGETATION ~!species Stratum Indicator Coverage% r"""-""" I L, --J ....... ...._ 2:-l'J.7...-~ ,..e,= J: F'~ fAcv 3. Po J cl.....-.--.f----- 4. s. 6. 7. s. 9. JO. % ofspecies OBL. FACW and/or FAC:_ ~ (;, Hydrophytic vegetation aiteria @s No Marginal Comments: SOILS Mapped Soil Series: fl.lnJlllR On Hydric Soils List?: NII Drainage 0-: mil drained J/:(Oin) Matrir color Redo,: concentration color Texlllre ,._.( -"l,~t i'~ za.,_ 2t, n: i-, "S"' C. ,......,J. '1. ') 'F _in. _in. Organic soil_, Histic epipedo,1_, Hydrogen sulfide_, gleyed _, redox concentrations_, redar tkp/tllons _, pon linings_, iron concretions_, manganese concretions_, organic matter in surface horizon (sandy soil)_, organic stnaking (sandy soils)_, organic pan (sandy soiQ_. ,~-1. , .... A--Hydrie soil criteria met: Yes~ Basis: t:::1.C- Comments: HYDROLOGY Recordui data_, Inundation _ ___, sa/uratlon .watermarks___, drift lines_____,J sediment deposits_____, drainage patterns . ~ •-'"''> -h, -zo"' ..... Buis: Wetland hydrology criteria met: Yes ) Comments: SUMMARY OF CRITERLt Soil Temp. at 19.7' deplli: Growing Seu~ Hydrophytic vegetati4 Hydric soils: ~ ogy:XJJl Data point meets the criteria of a jurisdictional wetland?: v- ROUTINE WETLAND DETERMINATION DATA FORM (Washington State Wetlands Identification &: Delineation Manual, 1997) SEWALL WETLAND CONSULTING, I,VC. . 1103 West Meeker Street Kent, WllShington 98032 ~flt (253) 859-0515 Proi~ Himel#· l,1s;Connii;k D11,· Iovmtis1l!.1.r V ~ Data fllim· ~ ~ .3 Jurisdiction· King Co Stater WA Atv.llical Analysis· Prob)em Area· VEGETATION OO!ni7'I plant species Stratum Indical0r Coverage% I. ~ ... ;_,: -......1~ J=:A-u-, ,,,..~&...J 2. "J2...;;....;J.,,, r 3. 4. s. 6. 7. 8. 9. 10. 'Y, of species OBL, FACW and/orFAC: /Vi) Hydrophytic vegetation aiteria met: QNo Marginal Comments: SOILS Mapped Soil Series: Puyalblg On Hydric Soils List?: No Drainage Class: mil drain~~ Depth(O In) Matrixcowr 1l#doz concentration color Texllln ~ t ~ in. /Pr~ &m. ,,,.. ~ /P 'IZ ".I I _'m. _in. Organic soil_, Hi.me •pipedon _, Hydrogen sulfide_, glll)Wd _, redox: concentrations_, redo% depletions_, port linings_, Iron concretions_, manganese concretions_, organic matter in surface horizon (sandy soil)_, organic streaking(""'* soiu) _, organic pan (""'*soil) l,,.,.. / , 15 k. · Hydric soil criteria met:~ Basis: e' C:::,""'-, o<f , -~ or-,7. Comments: ,,HYDROLOGY &corded data_, immdalion saturation ~ J \llalermarh ___, drift lines---' "'dimenl deposits___, drainage patlerns • ~ _s,+-..../. .... rz,.N Basis: Wetland hydrology criteria met: No Comments: SUMMARY OF CRITERIA Soil Temp. at 19.7" ~ Growing S~:.Nl! hydrologydm: Hydrophytic vegctati Hydric soils: W Data point meets the criteria oft. jurisdictional wetland?: ROUTINE WETLAND DETERMINATION DATA FORM (Washington State Wetlands Identijicadon & Delineation Manual, 1997) SEWALL WETLAND CONSULTING, INC. 1103 West Meek= Street Kent, Washington 98032 (25.1) BSUSJS Pmj~ N1me/#· McCormick 1211~· l-}LJ-61 lnvo,tintcv· I!111 Pllim· T;) p '1!-L./ Jurisdiction· King Co Staie-WA Atypical AnaJvsi:r Pmblem Area: VEGETATION Dominant plant~ Stratum Indica,~ Coverage% I. kl,,., .. , r .,!,....., ~c.. 2. ~,. ~4~ ~; 3. "· ::~~ .. .:.. !-· • :,,, 5. 6. 7. a. 9. 10. % of species OBL, F ACW and/or FAC: ::JO Hydropbytic vegetation criteria -®No ~; Comments: SOILS Mapped Soil Series: fyvallup On Hydric Soils List?: No Dainage Class: MU drained T,>eplh(O in) Matrarolor Redar concentration color Tex:~ ~in. Z:,,S'J.. 3/3. _in. _in. _in. Organic soil_., Htsttc eplpedon _., Hydrogen sulfide_, gleyed _, redox concentrations_, redar dq,l,ttons _., pan linings_., iron concretions_., manganese concrelions _, organic matter In surf~ horizon (sandy soil)_, organic streaking (sandy soils)_, organic pan (san,zy soil)_. • I,.._ .J. l e.._ 1-.., .J' Hydric soil criteria met: Yq @ Buis: ./"-'o Comments: HYDROLOGY Recorded data_, Inundation saturation . watermarb ___, drift lines___, s,d;ment dtlposits ___, drainage patterns . ,_.J ' c..,.h, r~ dJ Wetland hydrology criteria met: Yes@> Buis: ,,v- C.ommenu: SUMMARY OF CRITERIA Soil Temp. at 19.7" depth: Growing ~No Hydropbytic veg~ Hydrlc IOils: !Netland Data point meet& the m · ofa jurisdictiooal wetlaii ?: logy: ¥Iii) ROUTINE WETLAND DETERMINATION DATA FORM (Washington State Wetlands lde!lllflcaJlon &: DellneatlonManual, 1997) SEWALL WETLAND CONSULTING, INC. · JJOJ West Meeker Street Kent, Washington-9BOJ2 (25.1) BSJl.0515 · Prgj,;ia Name/#· McCormisk late· ?~ii,ot, in~all!I[; I e>~ ..S,.. ~ lalafllim; 'Jl.P I D Jurisdiction· Kins Co State· WA NYrrivtl An&Jysis· Problqn Ary· VEGETA.110N Dominant plant ~ec Str&tum Indicalor Coverage% ~: ~~kA,l -flJii.. /r_,, e,.. 3. 4. s. 6. 7. 8. 9. 10. % of species OBL, FACW and/or F AC: L_t?p Hydrophytic vegewioo cri1eria 4 lill Margjo1I Commenu: SOILS Mapped Soil Series: Puvalh.t~ On Hydric Soils LiS1?: No Drainage O.SS: Mil dtaiDm Doplh(O In) Ma/Tl coJ:)J Ruill: concentration color Tabin ,,. ' .J' .1,¥:/......_, _Ill. Id>~ t../ _in. _in. _in. Organic sot I_, Hislic eptpedon _, Hydrogen suljltx....., gkyed _, ndDx concen/Talions _, ndax depletions .tt., pore linings....., iron concretions_, manganese concretions....., organic matter in svrfaa horizon (.ranqy soil)_, organic streaking (.randy soils)_, organic pan (sandy soil)_. Hydric soil criteria met: Yes '9 Commenu: Buis: ~-~,._J_ I --=,,_f.._ J l~•~!l. .:f .3 HYDROLOGY l&cortkd daJa....., immdalion -S/Jhira/Jon watermarks___. drijl lines___, sediment tkpo.sits ___. drainage pausn,s, . J.,.. ':/ ,;...J, c..f.,;-'i. Wetland hydrology criteria met: Yes@> Buis: IV" C.ommenU: SUMMARY OFCRl'TERIA Soil Temp. at 19.7" k GrowiDg Sea~ : ¥41, Hydrophytic vegetation Hydric soils: etland Data point meets the · · ofa jurudictional wetland'I: ROUTINE WETLAND DETERMINATION DATA FORM (Washingto11 State Wetlands Identljlcatlon & Delineation Manual, 1997) SEWALL WETLAND CONSULTING, INC. Jl()J West M~ker Street Kent, Wuhington 98()J2 ' h, c.,f-JS (25J) 1159-0515 fmi= li1md#· McCormick DIii' 'Z·)l-0& Investi&11m· Tu ... ~!I .S...tl. !all Point· ),.p Z. !, Jurisdictjon· Kjng Co State: WA Atypjcal Analysjs· Pmblem Area· VEGETATION Dominant pla\11 species Stratum lndi_g.tor Coverage% 1 T2~h•J Y"'tM".5 I'!-(. 2: ..r ! 1,;-,:r .:;;:· J. (lp. FhC. 3. 4. S. 6. 7. 8. 9. 10. % of species OBL, FACW and/or F AC: /,::,-V Hydrophytic vegetation criteria ~ lill Maniinal Comments: SOILS Mapped Soil Series: ~i!!lYR On Hydric Soils List?: No Drainage Clan: well drained Dq,th(O in) Matrix color &dirt ctlflUntration color Te#n~ I"'-. /iL.in. /P'i~ "&--!__/ _in. ~..., _in. - _in. Organic soil_, Hist le epipedcn _, Hydrogen w/jldll _, gleyed _, redox concentrations_, redox deplelions _, pore linings_, Iron concretions_, mang-concretions_, organic manu In~ horizon (sandy sol/}_, orgamc streaking (sandy soils)_, organic pan (sandy soil) . C-l,......c.--,..,_ -.':F ) Hydric soil criteria met: ~ lill Basis: Comments: , , HYDROLOGY Recorded data_, inundation salllralion -I -walermarks ____, drift lines __ • sediment <kpo,lts ____, drainagB patterns . ~.J 11,. .... _ W ctland hydrology criteria met~ No Basis: ../,1-- Comments: SUMMARY OF CRITERIA Soil Temp. at 19.7" depth: Growing S=:l!o stim Hydrophytic vegetation:§?ii Hydric soils. ';.~olo Data point meets the criteria of a jurisdictional wetland'/: ROUTINE WETLAND DETERMJNATION DATA FORM (Wasllington State Wetlands IdenJJflcation & DeUneation Mamud, 1997) SEWALL WETLAND CONSULTING, INC. 110J West Meeker Street Kent, Wuhington 9SOJ2 wt-r ..5 (25.J) 859-()515 PrQjci;! Name/#· McConnllok: :Oat~· ~ -z 1-C,6 jnvestisator: lo~.. s,.;fj. D.111fwnt· PP .313 Jurisdjctjon-Kjng Co State· WA AtypicaJ Analysis· Prob!ern Area· VEGETATION Dominan~ species Stratum Indicator Coverage% L -h ..... J,,,·c -P~- 2. 3. __ ------- 4. S. 6. 7. 8. 9. 10. % of species OBL, FACW and/or FAC: /""t., Hydropbytic vegetation criteria met: @ No M/ariinal Comments: SOILS Mapped Soil Series: PuvalluR On Hydric Soils List?: NQ Drainage aass: sll duiOC!l f)epth(O in) MaJrix color Redox concentration color Texture ~in. I 1),./ (I... !5' I Z-..s--..1 _in. _in. _in. Organic soil_, Histic epipedon _, Hydrogen sulfule _, gleyed _, redox concentrations_, redox depletions_, pore linings_, iron concretions_, ma,rganese ccncretions _, organic matter In surface hori:zon (sandy soil)_, arganic streaking (sandy .fOiL,)~ organic pan (sandy soil) 1-h Hydiic soil criteria met:~ Basis: ,:, ,... !:i ...._,, ·"' s_ ,-...._ I k ~ Comments: . ,, HYDROLOGY ReCC>l'dsd data_, immdation .ta1Mroli<»I 0 ,watermarb __, drift lines__, sediment deposits__, drainage paUems s-.-.rk1 Wetland hydrology criteria ~Buis: ~o/ e C.omments: SUMMARY OF CRJ'TERIA Soil Temp. at 19.7" dep& Growin~:~rlill ~ Hydropbytic vegetation Hydric · ~~logy: Data point meets the criteria of a iurisdictiooal wetlaod'I: ROUTINE WETLAND DETERMINATION DATA FORM (Washington State Wedands Identiflcadon & Delineadon Manual, 1997) SEWALL WETLAND CONSULTING, INC. JJOJ West Meeker Street Kent, Wuhin,ton 9BOJ2 hf(;+ B (ZD)MUSH ~aii!:!.! Hamel#· McCormick 0111.~-InVflSti~•'-"'· ,.,~.:_ S,...~ DataPnint· P'i> "I.JS Judadigjorr King Co State· WA Atypical Aub1is· Prnb1gn Area· VEGETATION Dominant plant species Stratum Indicator Coverage% 1. 12'~ ~-s l~ J... i,. G ;::::'~. 2. ~v~ F,A,C.. l='A-< -!: = -re~ ~.:~f i::-4c.,.1 5._ 6. 7._ ------- a. 9. 10. % of species OBL, FACW and/or FAC: /Pc, Hydrophytic vegetation criteria ~ No Manti!lll CollllllCIIIS: SOILS Mapped Soil Series: &l)'l!l!!g On Hydric Soils List?: li2 Drainage Oass: Mil dr1im!l ~Oin) Matrb: color/: ladox roncentration color r::ye IT).--,' /,-.f ~m. / 6 ':I.fl-::r _2.... :s: 'l'/" ~ ..,, 'c _in. _in. _in. Organic soil_, Histic eptpe,Jon _, Hydrogen sulfide_, gleyed _, redox concentrations_, red,»: depletions_, pore linings_, iron concretions_, manganese concretions_, organic matter in sv,face horizon (sandy soil)_, organic SlnlJlring (sandy :soil,}?:1, organic pan (,andy soil) . -::s:_ -l-r e<.k ,-Hydric soil criteria met~ Ba.sis: o,..~._,c:._ Comments: &corded dala _, immdation ,, HYDROLOGY saturation -l . waurmarlrs ~ drift line,~ .sediment deposits~ dralnagr patterns . Wetland hydrology criteria ~Ba.sis: Comments: SUMMA.RY OF CRITERIA. Soil Temp. at 19.7" depth: Growing Scuon?:.NJ! ~ Hydrophytic vegetation:~ Hydric solls~,i ~ · Data point meets the criteria of a jurisdi-06oaal :J ROUTINE WE1LAND DETERMINATION DATA FORM (Washington State Wetlands Identification&: Delineation Manual, 1997) SEWALL WETLAND CONSULTING, INC. 110J West Meeker Street Kent, Washington 9SOJ2 (25.J) 859-IJSLf Pr!)j~ Name/#· McC.glJDifik late· l-~1-06 lnmiaator· ""lo~" V• .\-(. I!III Point· 1>P€"13 Jurisdiction: King Co State· WA Amijeal Ana)ysjs: Problem Arca· VEGETATION Dominante species I. I. Stratum Indicator Coverage% I. I,~, '4& '2 ~~ 2. ~,+,,.!I,.,. .,J.o,-. 3. 4. 5. 6. 7. 8. 9. 10. % of species OBL, FACW and/orFAC: L.'2.~ Hydrophytic vegetation criteria m& NQ M111:1:inal Comments: SOILS Mapped Soil Series: Puvalluit On Hydric Soils List?: NQ j)rainage Class: wdl drai~ Deplh(O in) MaJrix color Redox COl'ICl!ntration color T';"':..J; /,,....... '3 in. /01fZ.. i I%- /2.in. l r::,yri-Z'f- in. -_in. Organic soil_, HisJic epipedon _, Hydrogen sulfide_, gleyed _, redor concentrotlons _, redar tiq,klions!!..., pore linings_, Iron concretions_, manganese concretions_, organic mauer In surface horizon (sandy soil)_, organic streaking (sandy soils}_, organic pan (sandy soil)_. "I.-~-..._ .:t If Hydric soil criteria met: yg ~ Basis: Comments: HYDROLOGY Recorded data_, inundation -saturation .watermarks___, drift lines __ . sediment <kposits ___, drainagt pal/mlS . ~7 ,',._J, .... ~ Wetland hydrology criteria met: Y°®,l Basis: f-J""' s C.omments: SUMMARY OF CRITERIA Soil Temp. at 19.7" d~ Growing Scaso8- Hydrophytic vegetati Hydric soils: Data point meets the en · of a jurisdictional wetland?: logy:Xli:r) ROUTINE WETLAND DETERMINATION DATA FORM (Wasliing/011 State Wetlands lde11tijication & De/i11eatio11 Manual, 1997) SEU-~LL WETI.A1\lD COiVS[ILTil./G, Il'./C. 1103 West Meeker Street Kent, Washington 98032 (253) 859-0515 Project Nam~#· McCQrmick Date: /· '1/1-1)8 Inv,stiga12r Y J..-A Da.ta Eoint· }:>/"~/ Jurisdiction: King Co. State: WA Atypical Analysis: Problem Area: VEGETATION Dominanttant species Stratum Indi~r Coverage% l. P. '\/-,j --v..,.J" ..... ~"• ~-2. ft._ ~vs ol,-,..,.1-F,4C(.) 3. J:ulvr,.,, _rA4 n rA-e 4. 5. 6. 7. 8 -- 9. JO. % of species OBL, FACW and/orFAC: ~? Hydrophytic vegetation criteria met(f;i No Marginal Comments: SOILS Mapped Soil Series: Puyi!!lu~ On Hydric Soils List?: N2 Drainage Class: well dri,ined Depth(Q in) ;,gatrix color Redox concentration color Terture Jt. 'In-J/;J F, ... F",-... ,:.._,-_ID. _in. _in. _m. Organic soil_, Histic epipedon_, Hydrogen sulfide _J gleyed _, redox concenlralions .5.,, redox depletions_, pore linings_, iron concretions __J manganese concretions_, organic matter in surface horizon (sandy soil) _J organic streaking (sandy soils)_, organic pan (sandy soil)_. C (,_,. "'-""'-..._ -.f _3 Hydric soil criteria met: Y ~ Basis: Comments: HYDROLOGY Recorded data _J inundation . saturation watermarks~ drift lines __ , sediment deposits_____) drainage pallems Wetland hydrology criteria met: Yes~ Basis: 1'-1_ I' ' t..,.l, c:-f.,J. o.r-1 Comments: ,I' SUMMARY OF CRITERIA Soil Temp. at 19.7" depth· Growing Season?· No Hydrophytic vegetation:~ Hydric soils:~etlan~rology: ~ Data point meets the criteria of a jurisdictional wetlano?: Yes ROUTINE WETLAND DETERMINATION DATA FORM (Wasliington State Wetlands Identification & Dellneation Manual, 1997) SEWALL WETLAND COJVSULTING, INC. 1103 West Meeker Street Kent, Washington 98032 (2SJ) 859-0515 PrQj~t Nl!!llel#· McConniQk Il•I•· l • 1.-'i ~ " t Inmiisnt2r £~ ~ Q!!tA f2int" l)flFz Jurisdiction: King Co State: WA Atypical Analysis· Problem Area· VEGETATION Dominant plant species Stratum Indicator Coverage% 1 ~'l -~J,_,_...._ P'4-<-t...v 2: -v,-~,.J,.,,.-.1 r't!.,c::::. J.. F,,,,-e...> 3. A, ";JJ.cl,._,..~.,~ ( Acu 4. 5. 6. 7. 8. 9. 10. % of species OBL, FACW and/or FAC: ~C, Hydrophytic vegetation criteria ,@s No Marginal Comments: SOILS Mapped Soil Series: &!y!l)ly~ On Hydric Soils List?: No Drainage Class: well drained Dith(Oin) Matrix color Redox concentration color Textu;f_._,f I· 2,S'.t J/~ _tn. ~n. /..(lJ..11. 3 I~-'5"" C-""-.,). ,! ' "),,... _in. _in. Organic soil_, Histic epipedon _, Hydrogen :rulfilk_, gleyed _, redo:r concentrations_, redox lkpletions _, pore linings_, iron concretions_, manganese concretions_, organic matter in surface horizon (sandy soil)_, organic streaking (sandy soils}_, organic pan (sandy soi(/_. ,1,.....), ,.,;...__ Hydric soil criteria met: Yes~ Basis: ~,.. Comments: HYDROLOGY Recorlkd data_, inundation . saturation waiermarks_____, drift lines_____, sedimemdeposits~~· drainage patterns . .. .., ... ) h, -zo .. ,,,..,. Wetland hydrology criteria met: Yes iQ;, Basis: Comments: SUMMARY OF CRITERIA Soil Temp. at 19.7" depth: Growing Season?·l!Q Hydrophytic vegetationW Hydric soils:~etland ~drology: W ' Data point meets the criteria of a jurisdictional wetland?: Yes ROUTINE WETLAND DETERMINATION DATA FORM (Washington State Wetlands Identification & Deli11eatlo11 Manual, 1997) SEWALL WETLAND CO,VSULTING, INC. 1103 West Meeker Street Kent, Washington 98032 lvl-f It (25J) 859-0515 Proi~ Nawi:l#· Mc!:;onnick 12nur lnvaiigiltQr: v~ :om :ewar l>~3 Jurisdiction: King Co State· WA Atypical Analysis· Probl~m Auar VEGETATION Dominant plant species Stratum Indicator Coverage% I. ?A,.1-,; ---,,/~ f=,'1 (..<-J rt<tc....., 2. 'j2. .;;;,;.;J-., r 3. 4. 5. 6. 7. 8. 9. 10. % of species OBL, FACW and/or FAC: /V() Hydrophytic vegetation criteria met: QNo Marginal Comments: SOILS Mapped Soil Series: Puyally~ On Hydric Soils List?: No Drainage Class: w!:!l l!rain~ Depth(Oin) Matrb: color R.edox concentration color Texture~/ ~ in. /P }11-}/.3 &in. LtJ'tn.7J, ~r :;:,. _in. _in. Organic soil_, Histic epipedon _, Hydrogen suljid,, _, gleyed _, redox concentrations_, redox d,,pletions _, pore linings_, iron concretions_, manganese concretions_, organic mauer in surface horizon (sandy soil)_, organic streaking (sandy soils)_, organic pan (san£0' soil) lv,.; / , 'l5 k, • Hydric,oilcriteriamet:~ Basis: ~ c:;,,..,..__..._ o<f' • -' or,7. Comments: "HYDROLOGY Record,,d data_, inundation , saturation ' J watermarks_____, drift lines_____, sediment d,,posits _____, drainage patterns . ~ .s-..+-._;. ..... rz.""" Basis: Wetland hydrology criteria met: No Comments: ' SUMMARY OF CRITERIA Soil Temp. at 19.7" de;'& Growing Seas1',:..N2 Hydropbytic vegetatio Hydric soils: We~ hydrology~ Data point meets the criteria ofa jurisdictional wetland?:, , , NO . ROUTINE WETLAND DETERMINATION DATA FORM (Washington State Wetlands Ide11JificaJion & Delineation Manual, 1997) SEWALL WETLAND CO/',IS[ILTING, INC. 1103 West Meeker Street Kent, Washington 98032 (253) 859-0515 froj!ll;t N!l!I!el#: McCormick DM~r l-141, 61 Inv~mgatQr: D;t; PQiD!' "S;) p ff!.-L} Jurisdiction: Kine Co State· WA Atvnical Analysis· Problem Area: VEGETATION Dominant plant species Stratum lndi~ Coverage% I. A,J,._,v, ;'v~_..., ~c. 2. f'-'•· MA#r,~~ ~; 3. v!,~1 .1,s,-J- 4. --b..,L-11,,,,:.1 ,.. ---~~ S. 6. 7. 8. 9. 10. % of species OBL, FACW and/orFAC: :::JO Hydrophytic vegetation criteria me@No ~ Comments: SOILS Mapped Soil Series: Pu~l!!ll!g On Hydric Soils List?: No Drainage Class: well gr!li!!eg , J}epth(O i11) Matrix color Redox co11centration color rex;'.:._,/ '£m z., S-'f_ .3}3 _m. _m. _in. Organic sol/__, Histic epipedon _, Hydrogen sulfide_, gleyed __, redox concentrations_, redox depletiollS __, pore linings_, iron concretio11s _, manganese concretions_, organic matter in surface horizon (sandy soil)_, organic streaking (sandy soils)_, organic pan ( sandy soil)_. ,kJ, c.._ /-v _; Hydric soil criteria met: Yes~ Basis: f'-'o Comments: HYDROLOGY Recorded data_, inundation . saJuration . walermarks ---.....J drift Jines _______J sediment deposits _____J drainage patterns . ,_,.J' c.,..h, rs:: r)J Wetland hydrology criteria met: Yes@) Basis: µ ... Comments: I SUMMARY OF CRITERIA Soil Temp. at 19.7' depth: Growing Seaso~No logy: VmJ Hydrophytic vegetatio~ Hydric soils: Y .Wetland Data pomt meets the cnteria of a jurisdictional wetlan ?: Y ·-ROUTINE WETLAND DETERMINATION DATA FORM ( Was/1ington State Wetlands Ide!ltification & Delineation Manual, 1997) SEWALL WETLA.l.[D CO.l",,lSULTING, 11",{C. 1103 West Meeker Street Kent, Washington-98032 (25.1) 859-0515 Proj!lllt Namel#· Ml.Csilllli,k Dai,· 'F~Z-l-o';' iavestign!Qr· T<>~ 5"" U... ~ill• PQint· 'P P / D Jurisdiction: King Co State· WA Atypical Analysis· Problem Area: VEGETATION Dominant plant species Stratum Indicator /';, Coverage% I £:!i~'~ S".o~ ,F,4(;. y) c.., 2: -;= ~=kA:i ,./""'AC. 3. 4. s. 6. 7. 8. 9. 10. % of species OBL, FACW and/orFAC: /IPtJ Hydrophytic vegetation criteria me(p2 No Mar~! Comments: SOILS Mapped Soil Series: Puvallyu On Hydric Soils List7: NQ Drainage Class: ~II grained Depth(O in) 11t;y100~ Rednx co11centration color Texture ,,.. J / Jr' 1 .......... _tn. _in. _in. _in. Organic soil~ Hlstic epipednn ~ Hydrogen sulfide~ gleyed ~ redox cm,centrations ~ redox depletions.!!_, pore linings~ iron concretions~ manganese concretions~ organic matter in surface horizon (sandy soil)~ org(JJl/c streaking (sandy soils)~ organic pan ( sandy soil)_. ),..).., -......h--J {.~-,...,_!le .,+ 3 Hydric soil criteria met: Yes 8 Basis: ,.,. Comments: HYDROLOGY Recorded dala _. inundation , saturation -watermarks~ drift lines __ , sediment ckposits __ . drainage patterns . J.r-'q ,;,,.._JI C .J .,,r'i_ Wetland hydrology criteria met: Yes® Basis: rv- Comments: SUMMARY OF CRITERIA Soil Temp. at 19.7" dep~ Growing Seas~ Hydrophytic vegetation Hydric soils: Y ~ology: y'1J> Data point meets the cri eria of a jurisdictional wetland?: ROUTINE WETLAND DETERMINATION DATA FORM (Washington State Wetlands Identification & Delineation Manual, 1997) SEWAU WETLAND CO,VSULTING, INC. 1103 West Meeker Street Kent, Washington 98032 .. lrvc.,} J> (253) 859-0515 ft!lii:!e! Nami:,'#: McConni~k :Ont~· 'Z·)I-O! lavei!igatQr· '~"'~!, S,.:rt,, I:lM~PQiot· )>P Z. ri Jurisdiction: King Co State: WA Atypical Analysis· Problem ArM· VEGETATION Dominant plant species w4J, Stratum rndig,or Coverage% I. JZ-h-.r l'~ "..J :I/-(_ 2. .J: ! /;, ,:}-., 7,,__ J.PfJ. rA-C- 3. 4. 5. 6. 7. 8. 9. 10. % of species OBL, FACW and/or FAC: /d>'V Hydrophytic vegetation criteria m~ Ml! Margin@! Conunents: SOILS Mapped Soil Series: Puyallu2 On Hydric Soils List?: No Drainage Class: }YeU !lrain!lll Deplh(O in) Matrix color &dox concentration color Texture .A I<...., /1,_in / t:>'-ln-"v J I ~ ,,-...,_ ln. ' I -_in. _in. - Organic soil_, Histic epipedon _, Hydrogen sulfide_, g/eyed _, redox concentralions _, redox depletions_, pore linings_, iron concretions_, manganese concrclions _, organic mat/er in surface horizon (sandy soil)_, organic streaking (san<zy soils)_, organic pan (san,zy soil) . c-I,,._ e.,-,. e,. -r ) Hydric soil criteria met: '(iv No Basis: Comments: , 1 HYDROLOGY &corded data_, imindation saturation -I watermarks_., drift lines __ , sediment depasits _., drainage patterns . ~~).. -/.i.... 11.,. ,,,._.. Wetland hydrology criteria met~No Basis: Comments: SUMMARY OF CRITERIA Soil Temp. at 19.7' depth: Growing S~:.No Hydrophytic vegetation~ Hydric soils. We~drolo~ Data point meets the criteria of a jurisdictional wetland?: o ROUTINE WETLAND DETERMINATION DATA FORM (Wasllingto11 State Wetlands Identification & Delineation Manual, 1997) SEWALL· WETLAND-COJVSl.lLTlf./G, I1\/C. 1103 West Meeker Street Kent, Washington 98032 -..ve.-+-JS (253) 859-0515 ITQje~t Nl!l!!~#: McQQnni~k Da1e: 1-z1-t:l6 Inv~§lisa,tgr Jo ~ ~ s,.. 'fl, DsJ.tafQint· PPJ13 Jurisdiction: King Co. State· WA AIY.l>ical Analysis: Problem Area· VEGETATION Dominan)J.lant species Stratum Indicator Coverage% 1. .-f-te..... J,,,·c. ... !>-4C- 2. 3. 4. 5. 6. 7. 8. 9. 10. % of species OBL, FACW and/or FAC: /"Ir(_, Hydrophytic vegetation criteria met: 7@ No Marginal Comments: SOILS Mapped Soil Series: Puyalluu On Hydric Soils List?: No Drainage Class: well drained lfc_epth(O in) Matrix color J Redox concenJration color Texture g_in IN fl-!J"', Z.... .s~ _in. _m. _in. Organic soil_, Histic eplpedon ~ Hydrogen sulfide~ gleyed ~ redox concentrations_, redox depletions_, pore linings_, iron concretions~ manganese concretions_, organic matter in surface horizon (sa,uzy soil)_, organic streaking (sa,uzy soils)~ organic paJJ (sa,uzy soil) Hydric soil criteria met:~ Basis: "" ,-'5 ~, 'L S. f ,-• ._ h I k-j Comments: ' Recorded data~ inundation saturation 0 ,, HYDROLOGY . watermarks_, drift lines____} sediment deposits __ , drainage patterns :,..-..r~ Wetland hydrology criteria met@No Basis: <:-4 e Comments: SUMMARY OF CRITERIA Soil Temp. at 19.7" depth: Growing S~:.NQ Hydrophytic vegetation~ Hydric soils We~ hydrology:EaM Data point meets the criteria of a jurisdictional wetland?: e Nn ROUTINE WETLAND DETERMINATION DATA FORM (Washington Staie Wetlands ldentijicaJlo11 & DeUneation Manual, J99iJ SEWALL WETLA .. ND CO,VSULTING, INC. 1103 West Meeker Street Kent, Washington 98032 (253) 859-0515 Proiect Name/#· McCormick Jurisdiction: King Co. Date· State· WA Investigator Tu'.).:. S "'.J-t.. Data Poi or p',) L/ J3 Atypical Analysis: Prob)em Aiea· Dominant plant speciesJ , \ 1. r:~ b ~ .-sps !b, "· !.,,) Stratum ?. ~""" VEGETATION Indicator r'.;t<...... Coverage o/o !: ~"kg~ ~:ir'.~c 5.__ -~~~~~~~~~~~~~~~~~~~~~~~~~~-11 6 __ 7. __ 8. __ 9 .. __________________________________ -----11 10 .. _____________________________________ ,, % of species OBL, FACW and/or FAC: / Po Hydrophytic vegetation criteria me@!.!N~ouMarWJl!J!l!. nwa11.l ________ II Comments: _________________________________ -·---- SOILS Mapped Soil Series: Puyallup On Hydric Soils List?: No Drainage Class:.__,we"""U'-'d.._ra ... i,.ned.,._ _______ 11 Depth(O in) Matrix color:/: Red.ax concentration color Texture J I. ~m .. _ -----L/~t>.::....,.'t,~'fl-:._~:s"L~L--cc._ ___________ ~5~,...,;fe!C'..~ ·~~.)~o~-,:..;i..::--:,:,.:_l~C:.......,~~~~--_.:·•~f/'.~';r<.._ _ _ m .. _ ---------------------------------------- _in .. _---------------------------------------- _m ... _ --,--------------------------------------11 Organic soi I_, Histic epipedon _, Hydrogen sulfide_, gleyed _, rednx concentrations_, redox depletions_, pore linings_, iron concretions_, manganese concretions_, organic matter in surface horizon (san,zy soil)_, organic streaking (sandy soils}?:1, organic pan (sandy soil) . Hydric soil criteria met@No Basis: o,., .._, c:. 5: -Ir t:.Lk. ,_ Comments: _________________________________ _ ,, HYDROLOGY Recorded data_, inundation __ ~ saturation -z watermarks .... ~ drift lines~ sediment deposits~ drainage patterns . Wetland hydrology criteria met@°').l.-.=o~_.Basis: _________________________ _ Comments: _____________________________________ _ SUMMARY OF CRITERIA Soil Temp. at 19.7" depth: Growing Season?:]'lQ Hydrophytic vegetation:~ Hydric soilsl'Yli! Wet! d hydrolo~ Data point meets the criteria of a jurisdictional w;ra;;d?: =======================~ ROUTINE WETLAND DETERMINATION DATA FORM (Washington State Wetlands lde11tijication & Delineation Manual, 1997) SEWALL WETLM./D CONSULTING, INC. 1103 West Meeker Street Kent, Washington 98032 (25J) 859-0515 I'rQi,1<1 Nn~#: l'!KCormi,k Date· ? • Z.I• c:I{. ID~ligator I()~...., Si,-.,\t. 12A1A foint· 'J>P'S"B Jurisdigion: King Co. State· WA Atypical Analysis· Problem Area: VEGETATION DominanJtant species ./.. /,, l Stratum Indicator Coverage% 1. ,I:, •S '4< '2 ~% 2. ¥ r ti··' .;i: ..... = 3. 4. 5. 6. 7. 8. 9. JO. % of species OBL, FACW and/or PAC: Comments: L12'-< Hydrophytic vegetation criteria m~ No Marginal SOILS Mapped Soil Series: Puyally~ On Hydric Soils List?: No Drainage Class: well drained Depth(O in) Matrix color Red.ox concentration color Tex;u':J!; ',?;. /O'f,Z.. ~ /z. / .---...., -"'· &_in. t_ t>'ff?... _/':f. in. - in. Organic soil_, Histic epipedon __, Hydrogen sulfide__, gleyed __, redox concenlrations __, redox depletions!!_, pore linings__, iron concrelions __, manganese concretions__, organic matter In surface horizon (sandy soil)_, organic streaking (sandy soils)_, organic pan (sandy soil)_, Cl-... -"' i:l If Hydric soil criteria met: Yes ~ Basis: Comments: HYDROLOGY Recorded data __J inundation saturation waJermarks __ • drift lines__, sediment deposits_________, drainage patterns . C'~7 l~~i, ~~ Wetland hydrology criteria met: Y°®,) Basis: fJ"' s ---- Comments: SUMMARY OF CRITERIA Soil Temp. at 19.7" de~ Growing S~ Hydrophytic vegetatio . Hydric soils: !'ll~rology: XZl:r) Data point meets the en ria of a jurisdictional wetland?: Y , , Sewall Wetland C --c-.------ -~~ MCCORMICK PLAT CITY OF RENTON REVISED CRITICAL AREAS REPORT Sewall Wetland Consulting, Inc. 27641 Covington Way SE, #2 Covington, WA 98042 Prepared For: Robert McConnick 161 Mapleway Road Selah, Washington 98942 April 12, 2011 Job#AS-106 Inc. Phone: 253 -859-05 I 5 Fax: 253-852-4732 Sewall WeHand Consultin , Inc. 27641 Covington Way SE #2 Covington . WA 98042 MCCORMICK PLAT CITY OF RENTON REVISED CRITICAL A REAS REPORT 1.0 INTRODUCTION Phone:253-a59-0515 Fax:253-852-4732 This re port describes jurisdictional ,,vetlands on the 11 . 7 acre proposed McCormick Plat located on the south s ide of SR 169 in the City of Renton , Washington (the "site"). Specifically, the site consists of an irregular shaped parcel in a portion of the SE Y4 of Section 23, Township 23 North, Range 5 East, as well as a portion of the SW 114 of Section 24, Township 23 North , Range 5 east of the Willamette Meridian in King County, Washington . J k l •"r'II ~ 11.,,....,.11. > 11 a·u· r- 'IVT'l "-1l I•••· !( 1'5 0 McCormick/1A8-J06 Sewall Wetland Consulting, Inc. April 12, 2011 Page2 The site consists ofan existing mobile home park on the north end of the site bordering SR 169. A Category 3 wetland borders the east side of the mobile home park. Just west of the mobile home park is an area of immature deciduous forest as well as a Category 3 wetland and Type N stream. The south side of the site consists ofa long narrow ravine containing the Type N stream previously mentioned. This area is generally undeveloped with the exception of a vehicle storage area, a gravel road and a well site. The site is proposed to be subdivided into 33 single family residential Lots. 2.0 METHODOLOGY Ed Sewall and Tonya Smith of Sewall Wetland Consulting, Inc. marked the wetland edges on-site in January and March of 2008. Soil colors were identified using the 1990 Edited and Revised Edition of the Munsell Soil Color Charts (Kollmorgen Instruments Corp. 1990) The wetland on site was identified using methodology described in the Washillgton State Wetlands lde11tijicatio11 Manual (W ADOE, March 1997) This is the methodology currently recognized by the City of Renton, King County and the State ofWashini,>ton for wetland determinations and delineations. The wetland area identified would also be considered wetlands using the methodology described in the Corps of E11gi11eers Wetlands Deli11eatio11 Manual (Environmental Laboratory, 1987), as required by the US Army Corps of Engineers All wetland edges were marked with pink wire flagging numbered sequentially. Data points were marked with either lime wire flags or orange and black striped flagging and were labeled DP# __ (see attached Pacific Engineering plan). The Washington State Wetlands Identification and Delineation Manual and the Corps of Engineers Wetlands Delineation Manual both requires the use of the three-parameter approach in identifying and delineating wetlands. A wetland should support a predominance ofhydrophytic vegetation, have hydric soils and display wetland hydrology. To be considered hydrophytic vegetation, over 50% of the dominant species in an area must have an indicator status offacultative (FAC), facultative wetland (F ACW), or obligate wetland (OBL ). according to the National List of Plant Species That Occur in Wetlands: Northwest (Region 9) (Reed, 1988). A hydric soil is "a soil that is saturated, flooded, or ponded long enough during the growing season to develop anaerobic conditions in the upper part". Anaerobic conditions are indicated in the field by soils with low chromas (2 or less), as determined by using the Munsell Soil Color Charts; iron oxide mottles; hydrogen sulfide odor and other indicators. Generally, wetland hydrology is defined by inundation or saturation to the surface for a consecutive period of 12.5% or greater of the growing season. Areas that contain indicators of wetland hydrology between 5%-12.5% of the growing season may or may not be wetlands depending upon other indicators. Field indicators include visun.1 obsenration of soil inundation, saturation, oxidized rhizospheres, water marks on trees or other fixed McConnick':/-A8-106 Se wall Wetland Consulting, inc. April 12 , 20ll Page 3 objects, drift lin es, etc. Under normal circumstances, indicators of all three parameters will be present in wetland areas. 3.0 OBS ERV A TIO NS 3.1 Existing Site Documentation Prior to visiting the site a review of several natural re so urce inventory maps ,vas conducted . Resources reviewed included the King County Soi ls Survey, King County iMap we bs ite with sensitive areas layers activated , a critical areas re vie w letter from Bill Kershke , King County Ecologist in re gards to th e site, and the National Wetland s In ventory . 3.1.1 Soil Survey According to the Soil Surv ey, King County Area, Wa shington (Snyder et al 1973), th e s ite is mapped as containing Aldenvood gravelly loam soils (AgC &AkF), Puya llup Fine Sandy loam (Py), and mi xe d alluvial land (Ma). Alderwood soi ls are moderately-well drained soils. Puyallup fine sandy loam is a well drained loam formed in alluvium. Mixed alluvial land consists of a variety of alluvial so il s ranging from sand to s ilty c lay lo ams . Drainage in th ese soils ranges from we ll drained to very poorly-drain ed . None of the se soils is spec ifically listed as a "hydric" soil a ccordin g to the publication Hydric S o ils of th e United Stales (USDA NT C HS Pub No . 14 9 I , 1991 ). ''"P Urut l e <J e nd 0 0 King Cou nty Area, Washington (W4633) Mo p Uni t Map Unit Nnnu Acre-s In PercPnt of Symbol AOI AO I Ag( AJderwood 13 7 20 8 % {lf.lVPhy Sdn,j,' loam, 6 l o IS pe, cent s'opei Aff .>Jd~rwoo1 end 33.5 50.7'1, Kitsap c;o:l'\, \lft't "'"''"P Ma ,..,.,,;€0 a 'UVll 78 118'1', lar.d Pc Pitchud loall"y 0 .1 0 2% f,ne sand Py Puyallup fine 7.2 1 1.0 '1". sand y '<:,.;m Ph A.iver ..... ~sh I 9 2 9 '1. w \',ater L.7 2 o'Jo So il Map of the s it e 3.1.2 Nationa l Wetlands Inventory McCormick/:f.A8-J 06 Sewall Wetland Consulting, In c. April 12, 20IJ Page./ According to th e National Wetlands Inventory for the site, no wetlands are lo cated on the site. h tu ,nr"t ~ M.ui.,,.VWr.llnd • f 'flhwa1er E•11L,p n1 ~d • f,eettwa ,., ,o,otte ,t,Sh,ub\\fl-d41nd a s,ests-"P""" II.Ji.•• 111-... Nat ional Wetlands /nvento,y map 3.1.3 King County Sensitive Areas Folio No wetland s a re depicted on or within 300' of the site in the King County Sens itive on lin e iMap air photo . The site is mapped a s containing an uncl ass ified stream. 3.1.4 King County Pre-application A06P0171 McCormick'aA8-I06 Sewall Wetland Consulting, Inc. April I 2, 201 I Page5 In a letter (attached) from King County biologist for an informal pre-application meeting for the site regarding critical areas, a Type N stream was noted as being present on the site. 3.1.5 City of Renton Water Class Map According to the City of Renton Draft Water Class Map, a Class 3 stream is located on the site. \\{· . \ \ ·~. I ' ' ,.. ~~··., ', '• __ ., \ .... .... I • I...... i ... -· ., .. :. I'. ·~- -.Utt . # -~ •• •• ·~ .. • ' ... J I I I .:.: '. J:.::; l.l:(il:1'10: Class l .~: i --~·-··~·"·-··---Class 2 Class 3 !. Class 4 '• i Piped or cul\'erted (dots I Ci;y Limils Putc.:ntial Annexation An:~1 , .•. .~ ~ I • i • ! : I,,• 3.1.6 City ofRenton's Wetlands Map .1 •' • • ... ' ·-' -t, ..... --J. • CI . ' -1. ·' ' 'ffl'' .,, 3.2 Field Observations 3.2.J Uplands McCormick'cA8-I06 Sewall Wetland Consulting, Inc. April 12, 2011 Page6 The site consists of a long narrow section with a ravine on the south, connected to an irregular shaped area on the north bordering SR 169. The high point on the site is at the south end of the site with a low point at the northwest comer next to SR 169. As previously described, the site contains a mobile home park on the northeast side of the site. This area contains paved and gravel roads, landscaped lawn areas, numerous mobile homes, and parking areas, and on the south end of the park, several outbuildings. South of the mobile home park is a fenced in RY and vehicle storage area. South of the gravel storage area up the ravine the only other man made feature is a potable water well. Since development is only proposed on the north end of the site, no investigation was made south of the existing potable well. To the west of the mobile home park is an area of immature deciduous forest. Soils in this are significantly disturbed and show evidence of substantial historic grading and cutting. Th.is area is dominated by an overstory of alders (Ahws rubra), and cottonwood (Popu!us ba/samifera). The understory is comprised of thickets of Himalayan blackberry (Ruh us discolor), with stinging nettle ( lfrlica dioica), salmonbeny (Ruh us ~peclahi!i.,), sword fem (Polystichum munitum) and elderberry (Samhucus racemosa). Soil pits excavated in this area revealed mix silt loams lacking any hydric· characteristics. Soil pits excavated just north of Wetland A revealed a dry sandy material, and in some areas a silt loam that was dry with a soil color in the B-horizon of IOYR 3/2.5 with common, fine faint redoximorphic concentrations. All soils in the upland areas were dry or only moist during our site visit. 3.2.2 Wetlands A total of two (2) wetlands were delineated on the site. Wetland A is located along the west side of the site and Wetland Bis located along the northeast edge of the site. Wetland A Wetland A (flags Al-A8 & AAI-AA6) is located at the toe of the slope along the south side of the site and is bisected by the ditched Type N stream. A small portion of the wetland extends north of the stream in an old excavated low point. A foundation is found along the north edge of the wetland in this vicinity. McCormick '"Afi-/06 Sewall Wetland Consubing, Inc·. April 12, lO II Pagt: 7 Wetland A consists of a slope-type wetland where groundwater is discharging onto the surface. Vegetation in this wetland consists of reed canary grass, creeping buttercup (Rammcu/us re pens), and a few small alders Soil pits excavated within the wetland south of the ditched stream consists of a dark organic material. North of the ditch the wetland contains a silt loam with a color of IOYR 211 in the B-horizon with common, medium, distinct redoxirnoprhic concentrations. Soils were saturated between -12" and the surface within this wetland. Wetlands A would be classified as PFO IE (palustrine, forested, broad leaved deciduous, persistent, saturated) according to the US Fish and Wildlife Wetland Classification methodology (Cowardin et al. 1979). According to the criteria in City of Renton Municipal Code (RMC) Chapter 4-3-050.M. l, Wetland A would be classified as Category 2 wetland as a wetland with minimum evidence of hwnan related physical alteration, but not meeting the criteria of a Category l or 3 wetland. Typically, Category 2 wetlands have a 50' buffer measured from the wetland edge. Wetland B Wetland B (flags B 1-B 17) consists of a salmonberry and blackberry dominated scrub- shrub slope type wetland located along the northeast comer of the site. Species found include salmonberry, Himalayan blackberry, stinging nettle, and hedge nettle (Stachys colleyae). Soil pits excavated in this wetland revealed a dark (JOYR 5/2) saturated sand with some organic streaking. Soils in the northern end of the wetland consist of a black (lOYR 2/1) gravelly loam which was saturated to the surface. Wetland B would be classified as PSSIE (palustrine, scrub-shrub, persistent, saturated) according to the US Fish and Wildlife Wetland Classification methodology (Cowardin et al. 1979). According to the criteria in City of Renton Municipal Code (RMC) Chapter 4-3-050.M. l, Wetland B would be classified as Category 2 wetland as a wetland with minimum evidence of human related physical alteration, but not meeting the criteria of a Category I or 3 wetland. Typically, Category 2 wetlands have a 50' buffer measured from the wetland edge. Streams A single intermittent strea.'11 flows through the south narrow section of the site before draining in a half culvert through the south edge of the trailer park. The ordinary high McCormick"#A8-106 Sewall Wetland Consulting, Inc. April 12, 2011 Page8 water mark of this stream was flagged with white and blue flagging labeled N l-N7 and Sl-S7. When the stream discharges from the culvert it runs in a narrow (2 feet) dug ditch westerly before crossing under a fence and draining in a dug and altered channel through several yards. At SR-169 the stream changes from the 12" wide channel through the yards to a large debris and sand fan prior to entering a choked and% full (of sediment) 12" concrete culvert. This stream passes north under SR 169 before discharging into a shallow, sheet flowing swale vegetated with reed canary grass. This swale drains westerly before turning northeasterly into a long shallow area that in the spring and winter contains standing water. This area is vegetated with reed canary grass. There is no outlet from this area to the east as water appears to stand and infiltrate. There is an overflow path for this channel to the west that was dry during all of om site visits. It does appear feasible that water could overflow down this channel to the west. This overflow path appears to connect to a small channel located several hundred feet to the west. However, it does not appear to connect except potentially in a storm or ex1reme high water vent. There does not appear to be any feasible way for fish to utilize this channel. We reviewed this channel during our study for the Cedar River Trail (report dated October 15, 1996) and identified this channel as Tributary 0311, a Class 3 stream that was dry during our site visits at that time. The stream was confirmed as a Class 3 stream under King County regulations prior to 2005, during the Cedar River Trail Review. The stream was also designated as a Type N stream by King County Biologist Bill Kershke in his review of the feature ( see attached letter). We agree with Bill Kershke's rating of this feature as a Type N water. Our review has revealed this feature to be intermittent, and lacking any fish use. Fish access to this feature does not appear to be feasible except possibly in a flood event of the Cedar River. The City ofRenton's Water Class Map indicates this stream is a Class 3 stream. This mapping does not appear accurate as we have observed the lower reach of this stream with a dry channel during our work on the Cedar River Trail in the late l 990's, which would be more indicative of a Class 4 stream. A Class 4 stream typically has a 35' buffer measured from the ordinary high water mark However, RMC Title IV Chapter 4.03.050.L. l .iii states "Class 3 waters are ,wn-salmonid-bearingperennial waler.,· during years of normal rainfall, and or mapped on Figure Q-1, Ren/on Waler Cla.,·s A!ap as Class 3". Since this stream is mapped as a Class 3 on this map, it would be considered a Class 3 water for the purpose of this project. Typically, Class 3 streams have 75' buffers measured from the Ordinary High Water Mark. 4.0 FUNCTlONS AND VALUES McCormick,'i:A8-I 06 Sewall Wetland Co11sulti11g, Inc. April 12, 2011 Page 9 As depicted in the ratings of these wetlands, they have moderate value for hydrologic and water quality functions However, habitat value is low for these wetlands due to small size and lack of complexity as well as the close proximity to human disturbance. 5.0 REGULA TIO NS In addition to the wetland regulations previously described for wetlands and streams, certain activities (filling and dredging) within "waters of the United States" may fall under the jurisdiction of the US Army Corps of Engineers (ACOE) The ACOE regulates all discharges into "waters of the United States" (wetlands) under Section 404(b) of the Clean Water Act. Due to the increasing emphasis on Endangered Species Act compliance for all fills of Waters of the United State and Waters of the State, both the Corps of Engineers and Washington Department of Ecology should be contacted regarding permit conditions, compliance, and processing prior to commitment to any fill of wetlands or streams for this project. National Marine Fisheries Service (NMFS) is responsible for reviewing all projects that might include "take" of anadromous fish habitat under the Endangered Species Act (ESA). Therefore, it is not within SWC's scope of work to determine a habitat "take··. Pacific Chinook salmon, steelhead and Bull Trout have been listed as threatened species. NMFS and the local agencies are currently in the process of adopting rules that will provide specific b'llidance for protection offish and their habitat that have been included in the ESA listings. 6.0 PROPOSED PROJECT The proposed project is the construction of a 34 lot subdivision with associated roads, as well as stormwater and recreation tracts. A reduced 60' buffer is being depicted on this stream in areas that were previously asphault mobile home pads and in the area along the storm pond. The majority of this buffer was previously mobile homes and paved surfaces. As part of this project the mobile homes and paved and gravel surfaces will be removed. An earthen berm will be placed within this area. This area will then be replanted with a mix of native woody vegetation to restore some of the functions to this buffer that existed prior to the development of the existing 1nobile heme park. A small pervious footpat.11 will also pass through the buffer as is allowed by Code. McCormick1'A8-J06 Sewall Wetland Co11s11/ting, Inc. April 12, 2011 Page JO As allowed in RMC Title IV Chapter 4-03.050.L.4.c, buffers of Class 3 Streams can be reduced to a minimum of 50' if compliance with L.5c(iv) a, b, c, d, e, and f can be shown. iv. Criteria for Approval of Reduced Buffer Width: The following criteria in subsections L5c(iv)(a) and (c) through (f), or criteria (iv)(b) through (f) of this Section shall be met: (a) Buffer Condition: Either subsection (1) and (3) through (5) shall be met or subsection (2) through (5) shall be met: (1) The buffer area land is extensively vegetated with native species, including trees and shrubs, and has less than five percent (5%) non- native invasive species cover, and has less than fifteen percent (15%) slopes; or (2) The buffer can be enhanced with native vegetation and removal of non-native species per criteria in subsection L5c(iv)(c) of this Section, and has less than fifteen percent (15%) slopes; and (3) The width reduction will not reduce stream or lake functions, including those of anadromous fish or nonfish habitat; and (4) The width reduction will not degrade riparian habitat; and (5) No direct or indirect. short-term or long-term, adverse impacts to regulated water bodies, as determined by the City, will result from a regulated activity. The City's determination shall be based on specific site studies by recognized experts, pursuant to subsection F3 of this section and RMC 4-8- 120; or (b) The proposal includes daylighting of a stream, or removal of legally installed, as determined by the Administrator, salmonid passage barriers; and (c) The project includes a buffer enhancement plan using native vegetation and substantiates that the enhanced area will be equal to or improve the functional attributes of the buffer; or in the case of existing developed sites where a natural buffer is not possible, the proposal includes on-or off-site riparian/lakeshore or aquatic enhancement proportionate to its project specific or cumulative impact on shoreline ecological functions; and (d) The proposal will result in, at minimum, no net loss of stream/lake/riparian ecological function; and (e) The proposal does not result in increased flood hazard risk; and (f) The proposed buffer standard is based on consideration of the best available science as described in WAC 365-195-905; or where there is an absence of valid scientific information, the steps in RMC 4-9-250F are followed. As described above, subsections I & 3-5 must be met, or subsections 2-5 must be met. McCormick 1'A8-J06 Sewall Wetland Co11s11lti11g, Inc. April 12, 2011 Page 11 Subsection I would require the existing buffer to be extensively vegetated with native species. This is not the case as it is an existing mobile home park to include areas of pavement, lawn and mobile home structures within the buffer. So the first option meeting subsections 1,3-5 cannot be met. The Second buffer reduction option is meeting subsections 2-5. Subsection 2 requires enhancement of the buffer and that the slope is <15%. This subsection can be met as the slope in this area is < 15% and we are proposing planting native trees and shrubs in the reduced 60' buffer area. Subsection 3 requires that the reduction will not reduce stream or lake functions or those for anadromous fish or no-fish habitat. The existing functions of the buffer of this area are close to none. The stream channel is in a V, culvert/trough The buffer on the north side proposed to be reduced slopes down to the north away from the stream. Nearly all of the surface next to the stream is impervious pavement, concrete slabs, mobile homes and small patches of b'Tass A few trees exist that can provide some woody debris to the channel, but this is of minimal value as the channel is artificial and provides no habitat in this area. The functions of the buffer in the existing state have no bearing on its width since it is essentially completely developed The proposed reduced buffer to 60' that would be planted with a mix of native trees and shrubs would provide shade to the buffer keeping water cool to benefit downstream fish habitat, would provide a source of organic debris to benefit riparian insect life, and the band of native vegetation will provide a travel corridor and some habitat for wildlife utilizing this area. Subsection 4 requires the width reduction will not degrade riparian habitat. As described under Subsection 3 above, there is no riparian habitat in this area currently. The reduction of the buffer to 60' and restoration of this area by removing the impervious surfaces and replanting with native vegetation will restore habitat to this degraded buffer. Subsection 5 requires no direct short or long term impacts to the regulated waterbody will result from the proposed use. No impacts to the channel will occur. All development is downslope and draining away from the stream. The only work in and around the stream is the restoration of its buffer. This will not negatively impact this waterbody in any way. The proposed enhancement and removal of impervious surface will improve the function of the northern buffer area substantially as outlined previously. As required by Code, a mitigation plan has been attached to this report to depict the proposed reduced buffer and the enhancement of this area. A portion of the buffer area will be the required rocked berm as a result of slide stability requirements of the slope to the south. This rocked portion of the buffer will not create any new impacts or degrade the buffer from its existing condition. If the rocked portion McCormicki#AS-106 Sewall Wetland (011s11//i11g, Inc. April /2, 20// Page 12 were to be moved outside the buffer, this would eliminate up to 8 lots making the project not feasible. In addition to the above proposed buffer reduction, a temporary impact to approximately 1,000sfthe buffer of the stream will occur during construction of the water line to provide water to the site. There is no other location where this connection could be made as the existing water hookup is located due west of the site. The work will be conducted in the dry season and the disturbed buffer will be re-graded to original grades and replanted with native vegetation. The stream crossing will also be conducted in the dry season following the requirements of the HP A which will be applied for. If you have any questions regarding this report, please call us at (253) 859-0515 or at esewall@sewallwc.com. Sincerely, Sewall Wetland Consulting, Inc. Ed Sewall Senior Wetlands Ecologist PWS #212 REFERENCES Cowardin, L., V. Carter, F. Golet, andE. LaRoe. 1979. Classification of Wetlands and Deepwater Habitats of the United States. U.S. Fish and Wildlife Service, FWS/OBS-79-31, Washington, DC. Daubenmire, R. 1959. A canopy-coverage method ofvegetational analysis. Northwest Science 33:43-64. Diers, R. and J.L. Anderson. 1984. Development of Soil Mottling. Soil Survey Horizons, Winter 1984, pg 9-15. Environmental Laboratory. 1987. Corps of Engineers Wetlands Delineation Manual, Technical Repon Y-87-1. US. Army Corps of Engineers Waterways Experiment Station, Vicksburg, Mississippi City of Renton Municipal Code Hitchcock, C. and A. Cronquist. 1976. Flora of the Pacific Northwest. University of Washington Press, Seattle, Washington. Munsell Color. 1988. Munsell Soil Color Charts. Kollmorgen Instruments Corp., Baltimore, Maryland. National Technical Committee for Hydric Soils. 1991. Hydric Soils of the United States. USDA Misc. Puhl. No. 1491. Reed, P., Jr. 1988. National List of Plant Species that Occur in Wetlands: Northwest (Region 9). 1988. U. S. Fish and Wildlife Service, Inland Freshwater Ecology Section, St. Petersburg, Florida. Reed, P.B. Jr. 1993. 1993 Supplement to the list of plant species that occur in wetlands: Northwest (Region 9). USFWS supplement to Biol. Rpt. 88(26. 9) May 1988. ROUTTh'E \VETLAND DETERi-VllNATION DATA FORM ( Washi11gto11 State Wetlands Identijicatio11 & Deli11eatio111\fanual, 1997) !"'T'H'7~ r r tF'TT:T'T'T A "-TT'\ .,...,,......,_,,.Tt:"rrT..,...,..1'T,... TllT,,... .:,.c, n' .ti.LL »' .L:, ..l .I.....J1.1 '11.J..J L.,V..1 VJUL,.l. J..J. "UJ ~1 'V L,. 1103 West JIIeeker Street Kent, Washington 98032 (253) 859-0515 Project Name/# McCormick Date: l·W-~~ Investigator: d J.-A Data Point: p/,;z.l Jurisdiction: Kin(J Co. State: WA Atypical Analvsis: Problem Area: VEGETATION Dominant:f:(ant species I. J7, .,../-,:s --v..,..J~-•.... Stratum lndic}.!:f;r ;1-ti(- Coverage% 0 ;z.., ,v, ol., r,(.,1-r,4C(.) 3. l/5 'Ve- 4. ...,, . Y~ ;=-4,: 5. 6. 7. 8. 9. 10. % of species OBL, FACW and/or FAC: ~? Hydrophytic vegetation criteria met@ No Margjnal Comments: SOILS Mapped Soil Series: Puyallug On Hydric Soils List?: No Drainage Class: well drruned Deplh(O in) Matrix color Redox concentration color Texture l.k.._in / t> '//1., "'i_ /:3 F", "' r::,-M--,- m. - m - in. - Organic soil_, Histic epipedon _, Hydrogen sulfide_, gleyed _, red ox concetllrations ~ redox depletions_, pore /,11i11gs _, iron concretions_, mcmganese concretions_, organic matter in surface horizon (sandy soil)_, organic streaking (sandy soil,;)_, organic pan (sandy soil)_. C (v..,,.,...__c... ..,f 3 Hydric soil criteria met: Y~ Basis: Comments: HYDROLOGY Recorded data , inundation , saturation , watermark..Y ___ , drift lines ___ , sediment deposits ___ , drainagf! patterns . , k,l. ,:._f,.4 Jv..-1 Wetland hydrolo·gy criteria met: Yes G) Basis: w; ' Comment.<:.: SUMMARY OF CRITERIA Soil Temp. at 19.7" depth: Growing Season?· No Hydrophytic vegetation:,&ci Hydric soils:~land h drology: Y@ Data point meets the criteria of a jurisdictional wetland?: Yes ROUTINE \VETLAND DETERl\flNATION DATA FORM (Washington State Wetla11ds lde11tificatio11 & Delineation Jl,fanual, 1997) SEWA·LL WETL!,J\lD CO.f.JSULTI1',lG} I1VC. 1103 West Meeker Street Kent, Washington 98032 {2.iJ) 859-0515 Project Name/#: McCormick Date: 1 • 1.. 't-"' t Investigator: £~ ~ Data Point: '[)flFz Jurisdiction: King Co. State: WA Atypical Analysis: Problem Area: VEGETATION Dominant plant species Stratum Indicator Coverage% 1. n,:,J..,, • ..., _; _, <-<-p,4-Lc.-v 2. ~v-u,)..,,..s rt!~ f p ,,,-,e:..,.,) 3. Po ~ ,!_"J, cl • ...._ ,.. ~--1 ----rr-:+r!,.,:! 4. 5. 6. 7. 8. 9. 10. % of species OBL, FACWand/or FAC: Comments: Re, Hydrophytic vegetation criteria r@es No Marginal SOILS Mapped Soil Series: Pu;callu~ On Hydric Soils List?: No Drainage Class: well drained Depth(O i1U Matrix color Redox co11centratio11 color Textur,!_._,( /t,· 2,S'j_ J/3 _m. a.In /()'tn. JI 7-, ") c_ "1.. .,,I_ ,:i:, "Jr _in _m. I Orga11ic soil_, Histic epipedo11_, Hydrogen sulfide_, gleyed _, redox concentrations_, redox depletions_, pore linings_, iron I concretions_, manganese co11cretions _, organic maller i11 surface horizon (sandy soil)_. organic streaking (sandy soils)_, organic pa11 (sandy soi I)_. ',_.,t &a ~..,J..___ Hydric soil criteria met: YesW Basis: ~"' Comments: HYDROLOGY Recorded data_, inundation , saturation , watermarks ___ , drift lines ___ . sediment deposits ___ , drainage patterns . ,....., ... , h, -zo .,.,.... Wetland hydrology criteria met: Yes £) Basis: Comments·. SUMMARY OF CRITERIA Soil Temp. at 19.7" depth: Growing Season?· No Hydrophytic vegetation(j'.2& Hydric soils:~etland ~rology: YJd Data point meets the criteria of a jurisdictional wetland?: Yes ROUTTh'E \VETLA!'.'D DETERMINATION DATA FORM (Washi11gto11 State Wetla11ds lde11tification & Delineation !,fa11ual, 199'T) SEli~LL WETLAl.,..[D CO.lVS[ILTI1VG, IlVC. 1103 lVest Meeker Street Kent, Washington 98032 l,,x_,f It (253) 859-0515 Proiect Name/#: McCormick Date: Invcstinatnr: £,/<-JI Data Point: :i,~3 Jurisdiction: King Co State: WA Atypical Analysis: Problem Area· VEGETATION Dominant plant species Stratum Indicator Coverage% I. ?J,,,../_,J --J--........ f=,"r'-',..J ' "fl-,._.1,...-' ,,,7 -.r r c..t1--...r rl'tc__; 3. 4. 5. 6. 7. 8. 9. 10. % of species OBL, FACW and/or FAC: /VI) Hydrophytic vegetation criteria met: Q No Marginal Comments: SOILS Mapped Soil Series: Puyijllu~ On Hydric Soils List?: No Drainage Class: well drained Depth(O in) Matrix color Redox concentration color Texture ,v ';z I ~ in. /t} ~IJ. J/.3 &in /PYltJ/ I 9-r ~ _m. m. - Organic soi I_, Histic epipedon _, Hydrogen sulfide_, gleyed _, red ox concentrations_, redox depletions_, pore linings_, iron concretions_, manganese concretions_, organic maller in surface horizon (sandy soil)_, organic streaking (sandy soils)_, organic pan (sandy soil) l...,. / 15 k. · Hydric soil criteria met:~ Basis: t:" GI"'""'""-cf' ,' -· ,:,r1 ?. Comments: ,,HYDROLOGY Recorded data _, inundation , saturation ""' J . watermarks __.J drift lines ____J sedimenl deposits__. drainage pal/ems . ~ .S"'-+-"""'/,1,,,,,. rz."'" Basis: Wetland hydrology criteria met:~ No Comments: SUMMARY OF CRITERIA I Soil Temp. at 19.7" de~ Growing S~: No Hydrophytic vegetatio Hydric soils: W~ hydrology& Data point meets the criteria of a jurisdictional wetland?: No ROUTIJ\"l: \VETLAND DETEIThITNATION DATA FOITh1 (Washi11gto11 State Wetlands Ide11tificatio11 & DeU11eatio11 l'rfanual, 1997) SEWALL W'ETLA1',/D C01VS[ILTit·.tG, II'lC. 1103 West l,feeker Street Kent, Washington 98032 {253) 859-0515 Project Name/#: Mc!:;ormick Date: l-JLJ, 61 Investigator: Data Pojnt: V p 'A=--L/ Jurisdiction: King Co State: WA Atypical Analysis: Problem Area: VEGETATION Dominant plant species Stratum Indicator Coverage% 1. ,4 I_,., u ,.. .., ~.r-, .CA C. " 7';; J,... '<' ~,1-tf11 ' J:'AC,, 3. Vvb......-1 -', \e..-t11l-o--d-ACv> 4. s c..,._ b .... (....1,,--....,r ,...~-!.._ 'FMV 5. 6. 7. 8. 9. 10. % of species OBL, FACW and/orFAC: ::JO Hydrophytic vegetation criteria me@No ~ Comments: SOILS Mapped Soil Series: Puyallug On Hydric Soils List?: No Drainage Class: well drained Depth(O in) Matrix color Reda:c concentration color Textu:/ ~in. Z ,S'j_ .31] :$ m. - m - m. Organic soil_, Histic epipedon _, Hydrogen su!fide _, gleyed _, redox concentrations_, redox depletions_, pore linings_, iron concretions_, manganese concretions_, organic matter in surface horizon (sandy soil)_, organic streaking (smuiy soils)_, organic pan (sandy soil)_. Hydric soil criteria met: Yes (!§) Basis: ./"o ' 1.-) l <=--.. Iv ..J' Comments: HYDROLOGY Recorded data_, inundation saturation , watermarks ___ , drift lines__, sediment deposits___, drainage patterns . , _.J I C.,.. A., r-S: r)7 Wetland hydrology criteria met: Yes@> Basis: ,A/ ... Comments· SUMMARY OF CJUTERIA Soil Temp. at 19.7" depth: Growing Season?: No Hydrophytic vegetatio@.tl Hydric soils: Y~Wetland ~logy: ym) Data point meets the cnteria of a jurisdictional wetlaii ?: Yes~ ROUTINE \VETLAND DETERJ\IINATION DATA FORM (1Vashington State Wetlands Ide11tijicatio11 & Delineation Manual, 1997) SEll-11-l T lVETLA1"../D C0.1."·lSULTJ.l'../G., IllC. 1103 West Meeker Street Kent, Washington 98032 {253) 859-0515 Proiect Name/#: McCormick Jurisdiction: King Co. Date: 7-z.J-o~ State: WA Investigator: 101"' 5,.... 91,.,. Data Point: 'P P I D Atypical Analysis: Problem Area: Dominant plant species I. £¥,.," /w,, ,S".9~ Stratum VEGETATION Indicator 1,.- FM· r/lr,-, Coverage% 2.vb,..-¥' j...J,,,(j 3 .. ______ ___:_ ________________________________ _ 4. _____________________________________ _ 5 .. _____________________________________ _ 6··--------------------------------------1 7·--------------------------------------1 8. ______________________________________ i 9·,-----------------------:,=~~~~~~~~~~~~~-----1 10 .. ____________________________________ ~ % of species OBL, FACW and/or FAC: /.:P tJ Hydrophytic vegetation criteria me(p}'--N._,',,_o..,M.,,.,ar,,gm ... · ,,.al,__ ______ _ Comments:. _________________________________________ _ SOILS Mapped Soil Series:. __ ~Pu,_,,_,v=all=u.,p~ __ On Hydric Soils List?: No Drainage Class:._w"-"'ell,_,d,,,r""ai"'n""-ed ________ 1 Depth(O in) Matrix color )_ Redox concentratio11 color Texture !!_in J tP Y/2. 'ta ..r /.¥·/""=' _m .. ___________________________________________ _ _ in ___________________________________________ _ in.·--------------------------------------.,------ Organic soil_, HisJic epipedon _, Hydrogen su!fide _, gleyed _, redox concentratio11S _, redox depletions~ pore linings_, iron concretions_, manganese concretio11S _, orga11ic matter in surface horizon (sandy soil)_, organic streaking (sandy soils}_, organic pan {sandy soil) . l / Hydric soil criteria met: Yes (;J7 Basis: ,-, -/,....,>, 1 \,:-._r-,_._r ( \,..," "-"> .,-£ 3 __ Comments: _________________________________________ _ HYDROLOGY Recorded data_. inundation , saturation. __ __,. watermarks ___ . drift lines ___ . sediment deposits ___ . drainagt? patterns . ~ _ 1 A / Wetland hydrology criteria met: Yes@ Basis: ___ _.c;,.r-"'--'7+---'-,._,,=-_. __ ,_~_c:::..l__;c:__-J_::___ ·· -' ___ \._ _________ _ Comments------------------------------------------- SUMMARY OF CRITERIA Soil Temp. at 19.7" dep~ Growing Season?Jio .. L! Hydrophytic vegetation~ _ . Hydric soils:~etland h..x_drology: }W Data point meets the criteria of a jurisdictional wetland?: Ye~ •! ROUTINE WETLAND DETERl\IINATION DATA FOR."1\1 (Waslzi11gto11 State Wetlands Ide11tijicatio11 & Deli11eatio11 !,,Ja11ual, 1997) --SEU-J1LL lVh'TLA.flD C01'-ISULTliVG7 I1VC~ 1103 !Vest Meeker Street Kent, Washington 98032 l,v c,} _!; (253) 859-0515 Pro'ect Name/#: McCormick D-•--~-i ,~oz Inve'""h"tnr: To...,,., S.d-1.. Data Point: 'l>P i Yi Jurisdiction: King Co State: WA Atypical Analysis: I Problem Area: VEGETATION Dominant plant species I,,), Stratum Indg_tor Coverage% I. 72-h.J SM( ,_5 11--C 2. J: • /, :,:.:J-V r,,__ , ,, ,., FA-C 3. . ' 4. 5. 6. 7. 8. 9. JO. % of species OBL, FACW and/or FAC: /,:,:,V Hydrophytic vegetation criteria m~ No Marginal Comments: SOILS Mapped Soil Series: Pu~llup On Hydric Soils List?: No Drainage Class: w~II drained Depth(O in) ;f :'rir color Redox concentration color ~~A I""" &_in ~'Y/2.--vi I m. ' I - _m _m. Organic soil_, Histic epipedon_, Hydrogen sulfide_, gleyed _, redox concenlralions _, redox depletions_, pore linings_, iron concretions_, manganese concretions_, organic matter in surface horizon (sandy soil)_, organic streaking (sandy soils)_, organic pan (sandy soil) . C" £..,.,..c...-"-l. "'-----Y-) Hydric soil criteria met: '&> No Basis: Comments: ! , 1 HYDROLOGY Recorded data_, inundation saturation -J watermarks , drift lines~ sediment deposits~ drainage patterns . ---5'.). -/t1-11,. ,_.. Wetland hydrology criteria met~No Basis: Comments: SUMMARY OF CRITERIA Soil Temp. at 19.7" depth: Growing Se~?: No Hydrophytic vegetation~ Hydric soils:~ We~drolo~ Data point meets the criteria of a jurisdictional wetland?: e o -. ROUTINE \VETLAND DETERMINATION DATA FORM (Washi11gto11 State Wetlands lde11tification & Delineation Manual, 1997) SEWALL WETLA.1'',lD·COIVS'[JLTI!JG, l.1VC. 1103 West Meeker Street Kent, Washington 98032 vv(,f-JS {253) 859-0515 ,-z1-06 -$,..'fi PPJ13 Project Name/#: McCgrmick Date: Investigator: I o N1 ~ Data Point: Jurisdiction: King Co. State: WA Atypical Analysis: Problem Area· VEGETATION Dominanulant species Stratum Indicator Coverage% 1. .-+,~ J,../t. ... l>/-fe- " I 3. 4. i 5. 6. 7. 8. 9. IO. % of species OBL, FACW and/or FAC: /-i.t., Hydrophytic vegetation criteria met: @ No Marginal Comments: SOILS Mapped Soil Series: Purallu~ On Hydric Soils List?: NQ Drainage Class: well drained lfepth(O in) Matrix color Redox concentration color Texture I N fl.-. 5' / Z.... .s--1 .f_in. _m. m - m. Organic soi I_, His tic epipedon _, Hydrogen sulfide_, gleyed _, redor concentrations_, redor depletions_, pore linings_, iron concretions_, manganese concretions_, organic matter in surface horizon (sa11t{y soil)_, organic streaking (sant{y soils)~, organic pan (sanc/Y soi() _ h k, Hydric soil criteria met:~ Basis: e> /' ';j "'-'I 'c.. s:_ { f'&<. I :J Comments: ,, HYDROLOGY Recorded data __J inundation . saturation 0 ,watermarks ___ , drift lines ___ , sediment deposits_____, drainage patter/IS S-IAI"h_'( Wetland hydrology criteria met@)No Basis: sci-e Comments: SUMMARY OF CRITERIA Soil Temp. at 19.7" depth: Growing S~:..NQ ~ Hydrophytic vegetation(xiii Hydric soils We~ hydrology:G:fu Data point meets the criteria ofa jurisdictional wetland?: e No ROUTINE WETLAND DETERMINATION DATA FORM (Washi11gton State Wetlands Identification & Delineatio11 Jlfanual, 1997) SEll,~ l,l, WETLA.iVD COl-lSULTJl',lG, I1'-IC. 1103 IVest Meeker Street Kent, Washington 98032 (253) 859-0515 Project Name/#: McCormick Jurisdiction: King Co. Date: State: WA Investigator ,;_,'.'.If;,_ S,-,~ Data Point: DP /..j J3 Atypical Analysis: Problem Area: VEGETATION Dominant plant species 1 l \ L F~ b ~... :SJ"-Y::!. • ~ Stratum Indicator l:'-1L Coverage% 2 ?'~"•1d,+v '"'-- 3. V~ +.c-, do,'~ 4. S +'"-cL.;; s .:-Ji°'-( 5. _________________________________________ _ 6·----------------------------------~-------7. _________________________________________ _ 8·-------------------------------------------;; 9·-------------------------------------------11 10. ________________________________________ II % of species OBL, FACW and/or FAC: / Po Hydrophytic vegetation criteria m~""N,.,o,._,,Mar=~gi"'n"'al,_ _______ _ Comments: _________________________________________ _ SOILS Mapped Soil Series: Puyallup OnHydric Soils List?: No Drainage Class:.___cwe,;ell.,,_,d"'r,,,ai"'n,,,ed,__ _______ 1 1 Depth(O in) Matrix color. /. Redox concentration color Texture J /tin. ____ ~/'---t:,~'i,~'(1.-S~L~2..:·=-------------S:"'-'J=--"'c;,,}'---"-"+----'-·c'--'5'~~-·-•~"-=z--,i -'"·--------------------------------------------_,n. ___________________________________________ _ _ in·--,---,,-----,cc--------:c--:-----c-------------------------::-:------ Organic soi I_, Histic epipedon _, Hydrogen sulfide_, gleyed _. redox concentra/iollS _, redox depletions_, pore linings_, iron co11cretio11s _, manganese concretiollS _, organic matter in surface horizoll (sandy soil)~ organic streaking (sandy soils)><. organic pan (salldy soil) . Hydric soil criteria met:@lfu Basis: ____ e>="_.,:,_"'-.=·..:.'-c..=...~5.,_..:.-/-..:.,.._:e...:<-:.k._,_~ ________________ 1 Comments: _________________________________________ _ '/ HYDROLOGY Recorded data_. inundation __ ~· .saturation -Z. watermarks ___ , drift lines ___ , sediment deposits ___ , drainag~ patterns . Wetland hydrology criteria met@)'lo Basis: _____________________________ 1 Comments: _________________________________________ _ SUMMARY OF CRITERIA Soil Temp. at 19.7" depth: Growing Season?: No . Hydrophytic vegetation:~ Hydric soils@ We~d hydrolo~ Data point meets the criteria of a jurisdictional w~d?: IY es', No ROUTTh'E \VETLAND DETE1ThIINATION DATA FORM (Washi11gto11 State Wetlands Ide11tificatio11 & Delineation 1lla11ual, 1997) SElV'ALL WETLA.l,/D C01\l'SULTI1VG, I1VC. 1103 West Meeker Street Kent, Washington 98032 (253) 859-0515 Project Name/#: McCQnnick Date: 2-z.1-06 fnvestigatar: "io.....,, ... $ .. ~~ Data Point: '!>P -S-13 Jurisdiction· King Co. State: WA Am,ical Analysis· 1 Problem Area: VEGETATION Domina~lant species /._ I, { Stratum Indicator Coverage% I. ./, •J IJU '2 F,U 2. // ,. +'1 e. "-y ,J ~ L ~ = ~_( 3. 4. 5. 6. 7. 8. 9. 10. % of species OBL, FACW and/or PAC: t_e:>~ Hydrophytic vegetation criteria m~ NQ Marginal Comments: SOILS Mapped Soil Series: Puyallu~ On Hydric Soils List?: No Drainage Class: weU drained Depth(O in) Mauix color Redox roncentration color Tex;:--4 '3. /~~(2.. ~ /z_ /.,..._ _ll1. /bin. 1.. IYj_ rz.. I '-f- . -m . in. Organic soil_, Hislic epipedon_, Hydrogen sulfide_, gleyed_, redox concentrations_, redox depletions~ pore linings_, iron concretions_, manganese concretions __ . orgCD1ic matter in surface horizon (S(I]uiy soil}_, organic streaking (sandy soils)_, organic pan (sandy soil}_. CI,_,.-"" .s If Hydric soil criteria met: Yes ~ Basis: Comments: HYDROLOGY Recorded data_, inundation , saturation ,watermarks ___ , drift lines ___ , sediment deposits ___ , drainage patten1S . J.,-7 ,',._} I c._ ~ l Wetland hydrology criteria met: Ye@> Basis: /V"" _Comments: SUMMARY OF CRITERIA Hydrophytic vegetatio . Hydric soils: etlan drology: :@:) Soil Temp. at 19.7" de~ Growing S~o Data point meets the en · a of a jurisdictional wetland?:~ l @ CHICAGO TITLE INSURANCE COMP Al'\JY 701 FIFTH A VENUE, #3400, SEATTLE, WA 98104 Order No.: 001260941 Your No.: MCCORMICK PLAT PROPERTY ADDRESS: WASHINGTON ,:;(t'.,' l)f f •· -~,:,.n ~i:i~' 1n'.i :c i"J1 n~;ion PACIFIC ENGINEERING DESIGN, INC 15445 53RD A VENUES SEATTLE, WASHINGTON 98188 ATTN: JAYNA PARADISE JOB #07093 1/1 Enclosed are your materials on the above transaction. If you have any questions regarding these materials, please contact us. Thank you for this opportunity to serve you. Mi~ 1 i 'J IU11 <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> UNITIO • YOURCOMPLETEBUIWER/DEVELOPERSERVICECENTER WE HA VE EXPANDED TO SERVE ALL YOUR TITLE INSURANCE NEEDS REIATED TO IAND ACQU!SillON, DEVELOPMENT FINANCING AND PROPERTY SUBDMS!ON. M!KEHARRIS RM'DYRIEMAN BOB BLOEDEL TITLE OFFICER (206) 628-5623 (E-MAIL MICHAELHARRIS@CIT.COM) TITLE OFFICER/CONDO COORDINATOR (206) 370-3135 (E-MAIL: RANOYRIEMAN@CIT.COM) SENIOR TII'LEEXAMINER FAX NUMBER (206) 628-5657 <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> '"'SALES TAX INCREASE ALERT"• PLEASE NOTE THAT THE SALES TAX FOR KING COUNTY, WASHINGTON WILL BE INCREASING TO 9.0% EFFECTIVE AP RJL 1, 2008. IT11..Ef3/R0A/OS'99 ( 'CAGOTITLEJNSURA.NCECOMPANY 7c,.iFTIIAVENUE,#3400,SEAT!LE, WA 98104 PLAT CERTIFICATE Certificate for Filing Proposed Plat: Order No.: 1260941 In the matter of the plat submitted for our approval, this Company has examined the records of the County Auditor and County Clerk of KING County, Washington, and the records of the CTerk of the United States Courts holding terms in said County, and from such examination hereby certifies that the title to the following described land situate in said KING County, to-wit: SEE SCHEDULE A (NEXT PAGE) VESTED IN: V~.LLEY VIEW MOBILE HOME PARK, L.L.C., A WASHINGTON LIMITED LIABILITY COMPANY EXCEPTIONS: SEE SCHEDULE 8 ATTACHED CHARGE: $200.00 TAX; $17.BO Records examined to MARCH 11, 2008 at 8,00 AM By 7 HARRIS/RIEMAN Title Officer (206)628-5623 PlA1tRTA../RDA/0999 PARCEL A: ')-IICAGO TITLE INSURANCE COMPAN' PLAT CERTIFICATE SCHEDULE A (Continued) LEGAL DESCRIPTION Order No.: 1260941 THE WEST 201 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 24 IN TOWNSHIP 23 NORTH OF RANGE 5 EAST W.M. IN KING COUNTY, WASHINGTON. PARCEL 8: BEGINNIN6 AT THE NORTHWEST CORNER OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 24 IN TOWNSHIP 23 NORTH OF RANGE 5 EAST W.M. IN KING COUNTY, WASHINGTON; THENCE EAST, ALONG THE NORTH LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 24, A DISTANCE OF 201 FEET; THENCE NORTH TO THE SOUTHERLY RIGHT OF WAY LINE OF COUNTY ROAD; THENCE NORTHWESTERLY, ALONG THE SOUTHERLY RIGHT-OF-WAY LINE OF SAID COUNTY ROAD, TO THE WEST LINE OF SAID SECTION 24; THENCE SOUTH, ALONG THE WEST LINE THEREOF, TO THE POINT OF BEGINNING. PARCEL C: COMMENCING AT A POINT ON THE EAST BOUNDARY LINE OF SECTION 23 IN SAID TOWNSHIP 23 NORTH OF RANGE 5 EAST W.M. IN KING COUNTY, WASHINGTON, WHICH POINT IS NORTH 0° 12' 43" EAST 1398. 72 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION 23 AND SOUTH 0 ° 12' 43" WEST 9 0 .13 FEET FROM THE POINT OF INTERSECTION OF THE ABOVE DESCRIBED EAST BOUNDARY LINE OF SAID SECTION 23 AND THE CENTER LINE OF THE TRACT AND RIGHT-OF-WAY OF THE COLUMBIA AND PUGET SOUND RAILWAY; THENCE SOUTH O O 12' 43" WEST 42 0. 63 FEET; THENCE NORTH 81°35'17" WEST 295.04 FEET; THENCE NORTH 0°12'43" ;;AST 400 FEET, MORE OR LESS, TO A LINE CONCENTRIC WITH AND 90 FEET (RADIAL MEASUREMENT) SOUTHERLY OF THE CENTER LINE OF THE COLUMBIA AND PUGET SOUND RAILWAY; THENCE EASTERLY, ALONG SAID CONCENTRIC LINE, 295 FEET, MORE OR LESS, TO THE POINT OF BEGINNING; EXCEPT ft.NY PORTION THEREOF WHICH LIES NORTHERLY OF' THE SOUTHERLY M.Z\RGIN OF SOUTHEAST RENTON-MAPLE VALLEY HIGHWAY (P.S.H. NO. 2) AS ESTABLISHED BY DEED RECORDED UNDER RECORDING NUMBER 1545508. PARCEL D: SEE: NEXT PAGE PU\.TCR'IL/RDA/0999 CillCAGO TITLE INSURANCE COMPANY SCHEDULE A (Continued) LEGAL DESCRIPTION \ PolicyNo.: 001260941 THAT PORTION OF THE EAST HALF OF THE SOUTHE.ll.ST QUARTER OF SAID SECTION 23 IN TOWNSHIP 23 NORTH OF RANGE 5 EAST W.M. IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS, COMMENCING ON THE EASTERLY LINE OF SAID SUBDIVISION AT SAID POINT NORTH 0°12'43" EAST 1398. 72 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION AND SOUTH 0°12'43" WEST 90.13 FEET FROM THE INTERSECTION OF SAID EASTERLY LINE WITH CENTER OF TRACT AND RIGHT-OF-WAY OF COLUMBIA AND PUGET SOUND RAILWAY; THENCE SOUTH O O 12' 43" WEST 42 0. 63 FEET; THENCE NORTH 81°35'17" WEST 295.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 0°12'43" EAST 265.00 FEET; THENCE NORTH 81°35'17" WEST 20.00 FEET; .THENCE SOUTH O O 12' 43" WEST 265 FEET; THENCE SOUTH 81°35'17" EAST 20.00 FEET TO THE TRUE POINT OF BEGINNING. PARCEL E, THAT PORTION OF SAID EAST Rll.LF OF THE SOUTHEAST QUARTER OF SECTION 23 IN TOWNSHIP 23 NORTH OF RANGE 5 EAST W.M. IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS, COMMENCING ON THE EASTERLY LINE OF SAID SUBDIVISION AT SAID POINT NORTH 0°12'43" EAST 1,398.72 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION AND SOUTH 0°12'43" WEST 90.13 FEET FROM THE INTERSECTION OF SAID EASTERLY LINE WITH THE CENTERLINE OF TRACT AND RIGHT-OF-WAY OF COLUMBIA AND PUGET SOUND RAILWAY; THENCE SOUTH 0°12'43" WEST 420.63 FEET; THENCE NORTH 81'35'17" WEST 195.04 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 81'35'17" WEST 353.00 FEET; THENCE NORTH 0°12'43" EAST 384.52 FEET; THENCE EASTERLY, ON A 0°28'CURVE TO THE LEFT, THROUGH AN ANGLE OF 2°32'28" AN ARC DISTANCE OF 350.00 FEET; THENCE SOUTHERLY TO THE TRUE POINT OF BEGINNING; EXCEPT THE EAST 100 FEET THEREOF; A.ND EXCEPT PARCEL D ABOVE, DESCRIBED AS FOLLOWS, COMMENCING ON THE E.11.STERLY LINE OF SAID SUBDIVISION AT SAID POINT NORTH 0° 12' 43" EAST 1,398.72 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION AND SOUTH 0°12'43" WEST 90 .13 FEET FROM THE IN':i'ERSECTION OF SAID EASTERLY LINE WITH THE CENTER TRJ>_CT AND RIGHT-OF-WAY OF COLUMBIA & PUGET SOUND p_>_ILWAY; THENC-2: SOUTH 0°12'43 11 WEST -420.63 FEET; THENCE NORTH 81°35'17 11 WEST 295.04 FEET TO THE TRUE POINT OF BEGI1il.lJING OF THIS EXCEPTION; LEGLCONT/RDA/CG99 CffiCAGO TITLE INSURANCE COJ\,!PANY SCHEDULE A (Continued) LEGAL DESCRIPTION THENCE NORTH 0°12' 43" EAST 265. 00 FEET; THENCE NORTH 81°35'17" WEST 20.00 FEET; THENCE SOUTH 0°12'43" WEST 265.00 FEET; PolicyNo.: 001260941 THENCE SOUTH 81°35'17" EAST 20.00 FEET TO THE TRUE POINT OF BEGINNING OF THIS EXCEPTION; AND EXCEPT THAT PORTION THEREOF LYING WITHIN PRIMARY STATE HIGHWAY NO. 5 RIGHT-OF-WAY. PARCEL F: THE NORTH 50 FEET OF THE EAST 350 FEET OF TRACT A IN THE PLAT OF VALLEY FAIRE II, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 131 OF PLATS, PAGES 39 THROUGH 43, INCLUSIVE, IN KING COUNTY, WASHINGTON, AS MEASURED ALONG THE NORTH LINE OF SAID TRACT A. LEGLCONT /RDA/G999 CHICAGO TITLE INSURANCE COMPANY PLAT CERTIFICATE SCHEDULEB Order No.: 1260941 This certificate does not insure against loss or damage by reason of the following exceptions: GENERAL EXCEPTIONS: A. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. B. Rights or claims of parties in possession not shown by the public records. C. Encroachments, overlaps, boundary line disputes, and any other matters which would be disclosed by an accurate survey and inspection of the premises. D. Easements or claims of easements not shown by the public records. E. · Any lien, or right to lien, for contributions to employee benefit funds, or for state workers' compensation, or for services, labor, or material heretofore or hereafter furnished, all as imposed by law, and not shown by the public records. F. Liens under the Workmen's Compensation Act not shown by the public records. G. Any service, installation, connection, maintenance or construction charges for sewer, water, electricity or garbage removal. H. General taxes not now payable; matters relating to special assessments and special levies, if any, preceding or in the same becoming a lien. I. Reservations or exceptions in patents or in Acts authorizing the issuance thereof; Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. J. Water rights, claims1 or title to water. K. THIS REPORT IS ISSUED AND ACCEPTED UPON THE UNDERSTANDING THAT THE LIABILITY OF THE COMPANY SHALL NOT EXCEED ONE THOUSAND DOLLARS($1000.00). Pl.ATCR7B/RDA/0999 "jIICAGO TffiE INSURANCE COMP AW ' PLAT CERTIFICATE SCHEDULE B ( Continued) EXCEPTIONS Order No.: 1260941 • 1. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: PUGET SOUND POWER & LIGHT COMPANY ELECTRIC TRANSMISSION LINE PORTION OF PARCELS A AND B AUGUST 17, 1945 3493828 2. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: PUGET SOuND POWER & LIGHT COMPANY UNDERGROUND ELECTRIC SYSTEM THE EXTERIOR SEVEN FEET, PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS AND TRACTS, SAID LOTS AND TRACTS AS DELINEATED ON THE FINAL PLAT OF VALLEY FAIRE II ADJOINING. A 2.5 FOOT STRIP OF LAND, PARALLEL WITH AND ADJACENT TO ALL INTERIOR LOT LINES, SAID LOT LINES AS DELINEATED ON THE FINAL PLAT OF VALLEY FAIRE II. APRIL 5, 1985 8504050949 D CONTAINS COVENANT PROHIBITING STRUCTURES OVER SAID EASEMENT OR OTHER ACTIVITY WHICH MIGHT ENDANGER THE UNDERGROUND SYSTEM. • AFFECTS: PARCEL F P 3. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: ROY B. A_NDERSON AND MARGARET D. ANDERSON, HUSBAND AND WIFE DRYWELL AND/OR SEPTIC TANK DRAINFIELD PORTION OF p_2\RCEL E FEBRUARY 16, 1977 7702160600 4. EASEMENT AND THE TERMS l'.ND CONDITIONS THEREOF: GR~...1\JTEE: PURPOSE: ARR~ AFFECTED: RECORDED: DE.Jl...N W. BITNEY Al'E) ROBERT E. MCCORMICK DRYWELL l'.ND/OR SEPTIC Tl'.NK DRAINFIELD PORTION OF PARCEL E DECEMBER 30, 1982 PIATCRTBljRDA/0999 B 5. I 6. .. 'j-UCAGO TITI.E INSURANCE COMPAJ\"\ RECORDING NUMBER, PLAT CERTIFICATE SCHEDULE B ( Continued) 8212300521 Order No.: 1260941 EASEMENT AND THE TERMS AND CONDITIONS THEREOF, GRANTEE, PURPOSE, AREA AFFECTED, RECORDED, RECORDING NUMBER, EASEMENT AND GRANTEE, PURPOSE, THE TERMS Jl.ND AREA AFFECTED, RECORDED, RECORDING NUMBER, KING COUNTY, WASHINGTON DRAINAGE SYSTEM PORTION OF PARCEL F MARCH 4, 1992 9203040320 CONDITIONS THEREOF, STATE OF WASHINGTON CONSTRUCTING, INSTALLING AND MAINTAINING A DRAINAGE SYSTEM PORTIONS OF PARCELS A, C AND D MARCH 4, 1993 9303040969 J 7. EASEMENT AND THE TERMS AND CONDITIONS THEREOF, GRANTEE, PURPOSE, AREA AFFECTED, RECORDED, RECORDING NUMBER, PUGET SOUND POWER & LIGHT COMPANY ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINES THE NORTH 10 FEET OF PARCELS B, C, D AND E JANUARY 18, 1994 9401180751 SAID INSTRUMENT IS A RE-RECORDING OF THAT INSTRUMENT RECORDED UNDER RECORDING NUMBER 9312142163. L 8. EASEMENT AND THE TERMS AND CONDITIONS THEREOF, GR!l...NTEE: PURPOSE, -~EA PiFFECTED: RECORDED, RECORDING NUMBER, TCI CABLEVISION OF WASHINGTON, INC. BROADBAND SERVICES Jl.ND APPURTENANCES THERETO PORTION OF PARCEL E DECEMBER 27, 2001 20011227000244 M 9 -E..l,. ... SEMENT Jl ... ND THE TERMS ~11..1_,.m CONDITIONS THEREOF: GR.>_NTEE, PURPOSE, PUGET SOUND ENERGY, INC. UTILITY SYSTEMS FOR PURPOSES OF .. }HCA GO TITLE INSURANCE COMP AN' AREA AFFECTED, RECORDED, RECCRDING NUMBER, PLAT CERTIFICATE SCHEDULE B ( Continued) Order No.: 1260941 TRANSMISSION, DISTRIBUTION AND SALE OF GAS AND ELECTRICITY THE EASTERLY 5 FEET OF THE WESTERLY 296.5 FEET OF THE SOUTHERLY 5 FEET OF THE NORTHERLY 15 FEET DECEMBER 11, 2002 20021211000567 N 10. COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS AND LIABILITY FOR ASSESSMENTS CONTAINED IN INSTRUMENT, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE Ll'.W, RECORDED, RECORDING NUMBER, o AFFECTS, PARCEL F JULY 22, 1985 8507220488 P 11. COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, NOTES, DEDICATIONS AND SETBACKS, IF ANY, SET FORTH IN OR DELINEATED ON THE PLAT OF VALLEY FAIRE II, AFFECTS, PARCEL F • 12. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF, BETWEEN, AND, RECORDED, RECORDING NUMBER, REGARDING, s AFFECTS: PARCELS A, E, C, D AND E ROY B, ANDERSON AND MARGARET D, .Z\NDERSON, HUSBAND AND WI FE E. REX JONES AND LETHA C. JONES, HUSBAND AND WIFE FEBRUARY 16, 1977 7702160600 PAYMENT OF $100.00 PER YEAR FOR THE USE OF A DRAINFIELD E/1.SEMENT ON ADJACENT PROPERTY, AND OTHER TERMS AS DISCLOSED THEREIN. T 13. AGREEMENT !L'ID THE TERMS At'JD CONDITIONS THEREOF, Pi.A TCRB2/RDA/0999 BETWEEN: AND, RECORDED, RECORDING NUMBER, REGARDING, AFFECTS, PARCEL F ';IICAGO TITLE INSURANCE COMPAN' PLAT CERTIFICATE SCHEDULE B (Continued) Order No.: 1260941 DELCO DEVELOPMENT LTD. FAIRWOOD GREENS HOMEOWNER'S ASSOCIATION APRIL 10, 1984 8404101020 DEVELOPMENT CONDITIONS FOR THE PLATS OF VALLEY FAIRE I AND VALLEY FAIRE II v 14. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF, BETWEEN, AND: RECORDED, RECORDING NUMBER: REGARDING, VALLEY VIEW MOBILE HOME PARK, A GENERAL PARTNERSHIP CEDAR RIVER WATER AND SEWER DISTRICT FEBRUARY 25, 1992 9202251778 PERMANENT SEWER EASEMENT AGREEMENT AFFECTS: PARCELS A, B, C, D AND E x 15. AGREEMENT /I.ND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: RECORDED: RECORDING NUMBER: REGARDING: ROBERT E. MCCORMICK CEDAR RIVER WATER AND SEWER DISTRICT FEBRUARY 25, 1992 9202251779 PERMANENT SEWER EASEMENT AGREEMENT Y AFFECTS: PARCELS A, B, C, D AND E z 16. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: RECORDED: RECORDING NUMBER: REGARDING: TCI C.ZIBLEVISION OF WASHINGTON, INC. ROBERT E. MCCORMICK JANUARY 4, 1995 9501040628 AGREEMENT TO CONSTRUCT, INSTALL, OWN, UPGRADE, OPER~TE P1'JD M_4INTAIN EQUIPMENT NECESSARY TO PROVIDE CAELE TELEVISION SERVICES AB 17. RIGHT OF THE ST/I.TE OF WASHINGTON IN !'RD TO TH-2',T PORTION, IF -1LMY, OF THE PROPERTY HEREIN DESCRIBED WHICH LIES BELOW THE LINE OF ORDINARY HIGH PLA.TCRB1/RDA/v.W )JICAGO TITLE INSURANCE COMP.A.Nl WATER. PLAT CERTIFICATE SCHEDULE B ( Continued) Order No.: 1260941 AA 18. CEDAR RIVER WATER AND SEWER DISTRICT NOTICE OF UTILITY CONNECTION CHARGES: RECORDED: RECORDING NUMBER: FEBRUARY 22, 1988 8802220455 AMENDED NOTICE OF UNPAID WATER CONNECTION CHARGES RECORDED BY CEDAR RIVER WATER AND SEWER DISTRICT: RECORDED: RECORDING NUMBERS: AUGUST 24, 1990 AND APRIL 28, 1993 9008241403 AND 9304282240 "" 19. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES): YEAR: TAX ACCOUNT NUMBER: LEVY CODE: ASSESSED VALUE-LAND: ASSESSED VALUE-IMPROVEMENTS: GENERAL & SPECIAL TAXES: 2008 232305-9029-09 4399 $ 765,800 $ 1,053,100 BILLED: $ 23,718.65 PAID: $ .00 UNPAID: $ 23,718.65 AL 20. UNRECORDED LEASEHOLDS, IF ANY, RIGHTS OF VENDORS AND HOLDERS OF SECURITY INTERESTS ON PERSONAL PROPERTY INSTALLED UPON SAID PROPERTY AND RIGHTS OF TENANTS TO REMOVE TRADE FIXTURES AT THE EXPIRATION OF THE TERM. AD 21. MEMORANDUM OF LEASE, INCLUDING THE TERMS AND CONDITIONS OF THE LEASE DISCLOSED THEREIN: LESSOR: LESSEE: RECORDED: RECORDING NUMBER: ROBERT MCCORMICK AND JOYCE L. MCCORMICK VOICESTREAM PCS III CORPORATION, A DELAWARE CORPORATION FEBRUARY 25, 2003 20030225000923 AB 22. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: TRUSTEE: ROBERT E. MCCORMICK AND JOYCE L. MCCORMICK, HUSBAND A..~D WIFE PACIFIC NORTHWEST TITLE COMPANY P1.ATCRB2/RDA/0999 . ·wcAGO TITLE INSURANCE COMP.AN' BENEFICIARY: AMOUNT: DATED: RECORDED: RECORDING NUMBER: LOAN NUMBER : PLAT CERTIFICATE SCHEDULE B ( Continued) Order No.: 1260941 WASHINGTON MUTUAL BANK $ 670,000.00 OCTOBER 29, 2003 NOVEMBER 5, 2003 200311050012 0 9 NOT DISCLOSED THE AMOUNT NOW SECURED BY SAID DEED OF TRUST AND THE TERMS UPON WHICH THE SAME CAN BE DISCHARGED OR ASSUMED SHOULD BE ASCERTAINED FROM THE HOLDER OF THE INIEBTEDNESS SECURED. Ac 23. ASSIGNMENT OF RENTS GIVEN FOR SECURITY AND THE TERMS AND CONDITIONS THEREOF: ASSIGNOR: ASSIGNEE: DATED: RECORDED: RECORDING NUMBER: AN 24. LIEN: CLAIMED BY: AGAINST: AMOUNT: RECORDED: RECORDING N'UMBER: FOR: ROBERT E. MCCORMICK AND JOYCE L. MCCORMICK, HUSBAND AND WIFE W~.SHINGTON MUTUAL BANK OCTOBER 29, 2003 NOVEMBER 05, 2003 20031105001210 ROBERT .MCCORMICK SPACE 11 $ UP TO FOUR MONTHS RENT AND OTHER EXPENSES, PLUS INTEREST FEBRUARY 28, 2007 20070228001947 NOTICE OF LANDLORD'S LIEN FOR RENT AF 25. THE MOBILE HOME AND/OR MANUFACTURED HOME (AS DEFINED IN RCW 46.04.302) LOCATED OR TO BE LOCATED ON THE REAL PROPERTY DESCRIBED HEREIN rs SUBJECT TO LICENSI~G AND TITLE REGISTRATION BY THE DEPARTMENT OF MOTOR VEHICLES PURSUANT TO RCW. 46.12.290. SAID MOBILE AND/OR MANUFACTURED HOME IMPROVEMENTS ARE EXPRESSLY EXCEPTED FROM THE LEGAL DESCRIPTION AND NOT INCLUDED IN THIS CERTIFICATE BECAUSE THE CERTIPI CATE OF TITLE IS NOT ELIMINATED AND THE MOBILE HOME fLl\S NOT BEEN CONVERTED TO REAL PROPERTY AS REQUIRED BY RCW 65.20. Ac 26. TEP.MS AND CONDITIONS OF THE OPERATING AGREEMENT AND ANY AMENDMENTS. ANY SUBDIVISION BY -~ LIMITED LIABILITY COMPlUJY MUST BE EXECUTED IN ACCORD/1..NCE WITH THE OPERATING AGREEMENT AND BY ALL THE MEMBERS, OR EVIDENCE MUST BE SUBMITTED TfL'cT CERTAIN DESIGNATED MARO.GING MEMBERS HAVE BEEN AD'THORIZED TO ACT FOR THE LIMITED LIABILITY COMPANY. P1ATCRB2/RDA/0999 H.ICAGO TITLE INSURANCE COMPAN' PLAT CERTIFICATE SCHEDULE B (Continued) Order No.: 1260941 AH 27. THE LEGAL DESCRIPTION IN THIS CERTIFICATE IS BASED ON INFORMATION PROVIDED WITH THE APPLICATION AND THE PUBLIC RECORDS, THE PARTIES TO THE FORTHCOMING SUBDIVISION MUST NOTIFY THE TITLE INSURANCE COMPANY PRIOR TO RECORDING, IF THE DESCRIPTION DOES NOT CONFORM TO THEIR EXPECTATIONS. NOTE 1, EFFECTIVE JANUARY 1, 1997, DOCUMENT FORMAT AND CONTENT REQUIREMENTS HAVE BEEN IMPOSED BY WASHINGTON LAW. FAILURE TO COMPLY WITH THE FOLLOWING REQUIREMENTS MAY RESULT IN REJECTION OF THE DOCUMENT BY THE COUNTY RECORDER OR IMPOSITION OF A $50.00 SURCHARGE. FOR DETAILS OF THESE STATEWIDE REQUIREMENTS PLEASE VISIT THE KING COUNTY RECORDE:R'S OFFICE WEBSITE AT WWW,METROKC.GOV/RECELEC/RECORDS AND SELECT ONLINE FORMS AND DOCUMENT STANDARDS. THE FOLLOWING MAY BE USED AS AN ABBREVIATED LEGAL DESCRIPTION ON THE DOCUMENTS TO BE RECORDED TO COMPLY WITH THE REQUIREMENTS OF RCW 65.04. SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WHICH MUST ALSO APPEAR IN THE BODY OF THE DOCUMENT, SW 1/4, 23-23N-5E AND SE 1/4, 24-23N-5E AO NOTE 2, THE FOLLOWING DEEDS AFFECT THE CHAIN OF TITLE, FROM THEIR CREATION DATES, PARCELS A-D, 7112210423, 20030930003397, 8901170055, 7902140786, 9202031461, 9605141025, 20031105001208 AND 20040601000718 PARCEL E, 8406150070, 8809140163, 9202031461, 20031105001208 ~.ND 20040601000718 PARCEL F, 8511131288, 9404221497, 20031105001208 AND 20040601000718 END OF SCHEDULE B PL"'-TCRB2/RDA/C9J<l r!lCAGO TITLE INSURANCE COMP .ANY PLAT CERTIF1CATE SCHEDULE B ( Continued) Order No.: 1260941 THE FOLLOWING PARTIES HAVE BEEN SENT A COPY OP THIS CERTIFICATE, PACIFIC ENGINEERING DESIGN, INC 15445 53RD AVENUES SEATTLE, WASHINGTON 98188 JAYNA PARADISE JOB #07093 1/1 Pl.Ji_TCRB2/P.DA/D999 @ \ ! CHICAGO TITLl!/INSURANCE COMP ANY 701 FIFTH A VENUE, #3400,SEATILE, WA 98104 PHONE: FAX: (206)628-5623 (206)628-5657 IMPORTANT: This is not a Survey. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. ~-----------------; ... --..n-,.; __ ,. __ --··----~"t---~~la,oo, ,_. ,~'.'-------.. __ ., __ ~-·~ ... ,, If Ei.7~2 f .,. .. 0 ~ "F -,,e;,<"T"A ~"""o~ ~,;.,,enr'l' ~~ n z, (1.6 -·I i I 1 ! ---- < @ CHICAGO TITLE INSURANCE COMPANY 701 5TH AVENUE, SUITE 2300, SEATTLE, WA 98104 (206) 628-5666 ATTN: ROBERT MCCORMICK 161 MAPLEWAY ROAD SELAH, WASHINGTON 98942 POUCY(S) APPLIED FOR: RSAT CERTIFICATE YOUR REFERENCE: MCCORMICK PLAT CODE PCC TSX DESCRIPTION PLAT CERTIFICATE TITLE PREMIUM SALES TAX BALANCE DUE: ORJGINALINVOICE: 03/26/08 INVOICE AS OF: 03 /28/11 ORDER NUMBER: . 1260941 ESCROW NUMBER: . CUSTOMER NUMBER: 0007777 -000 DEPARTMENTNUMBER: u-10 . AMOUNT 200.00 17.80 $217.80 PLEASE ENCLOSE A COPY OF THIS INVOICE WITH YOUR REMQ'TANCE ,TU1"71'\'l',-,l""'l J'/'l'l//1~ nTU B!l CHICAGO Tl1LB INSURANCE COMPANY 701 FIFIH A VENUE, #2300, SEATTLE, WA 98104 ORDERNO: YOUR NO: UNIT NO: LOANNO: PHONE: \206)628-5623 FAX: (206)628-5657 001260941 MCCORMICK PLAT 10 SUPPLEMENTAL COMMITMENT #3 0 R D E R R E F E R E N C E I N F O R M A T I O ~ SUPPLEMENTAL NUMBER: 3 SELLER: PURCHASER/BORROWER: PROPERTY ADDRESS: WASHINGTON Our Title Commitment dated 03/11/08 at 8:00 A.M. is supplemented as follows: ~z THE FOLLOWING PARAGRAPH(S) HAS (HAVE) BEEN ADDED TO OUR COMMITMENT: •~ PARAGRAPH NUMBER 30: BK 1. LIEN: CLAIMED BY: AGAINST: AMOUNT: RECORDED: RECORDING NUMBER: FOR: CITY OF RENTON ROBERT MCCORMICK $ 492.91, PLUS INTEREST FEBRUARY 15, 2011 20110215001066 UTILITY SERVICE a,; PARAGRAPH NUMBER (S) 19 HAS (HAVE) BEEN AMENDED AS FOLLOWS_: "" 2. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DfLINQUENT IF. FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES): YEAR: 2011 TAX ACCOUNT NUMBER: 232305-9029-09 LEVY CODE: 4399 ASSESSED VALUE-LAND: $1,276,400.00 ASSESSED VALUE-IMPROVEMENTS: $ 648,600.00 GENERAL & SPECIAL TAXES: BILLED: $ 24,096.65 PAID: $ 0.090 SEE NEXT PAGE 1 SUPPCOM:3/RDA/0999 BN CHICAGO TITLE INSURANCE COMPANY Order No.: Your No.: Unit No.: SUPPLEMENTAL COMMITMENT (Continued) 1260941 MCCORMICK PLAT 10 UNPAID, $ 24,096.65 NOTE, IF THE TAX AMOUNT IS NOT EVENLY DIVISIBLE INTO TWO PAYMENTS, KING COUNTY WILL REQUIRE THE HALF PAYMENT BE ROUNDED UP TO THE NEX'F CENT. FAILURE TO ROUND UP THE HALF PAYMENT MAY RESULT IN REJECTION OF THE TAX PAYMENT BY THE COUNTY. THERE HAS BEEN NO CHANGE IN THIS COMMITMENT .SINCE MARCH 11, 2008, EXCEFT AS SHOWN HEREIN ABOVE AND ON SUPFLEMENTAL ( S) 1 AND 2 . BO MARCH 29, 2011 AUTHORIZED BY, KEITH EISEW3REY Oty Of Renton Finance Department 105S S Grady Way Renton,WA 98055 Friday, February 11, 2011 lllllllllllillllll 20110215001066 RENTON CITY L 62 • 90 PAGE-881 OF 881 02/15/21111 11:30 KING COUNTY, UA NOTICE OF LIEN FOR UTllllY SERVICE NOTICE IS HEREBY GIVEN that the City of Renton, State of Washington, has and claims a ·Hen for· utility ·service charges ·and penalties against the following described premises situated in Renton, King County, Washington. In addition, said lien also secures collection costs and future utility charges incurred against said premises. Grantor/Reputed Owner{s): ROBERT MCCORMICK Atcount N°': 41027 000 Lien Amount: 492,91 (Through January 31, 2011) Service Address: 16405 MAPLE VALLEY HWY#53 Parcel No.: 2323059029 Legal: roR OF SE 1/4 Of' ST8 &23-:S & POR OF SW U4 OF 24-23-5 BEG AT SE 1/4 COR:OF SO 5EC 23 TH N ALG e 1.N TiiOF 974.23 FrTH N 81--3S-17 W 548.04 FT TH N <XH2-43 E364.SO FTTOSlY MGNOFSTRD#S THE Al.G SD MGN ON O.VTOlFT rcJ..D::-13322.lCI FTORBE'AR.$ N 04-45-liE AA!:. 01ST 744.24 FTC/ACl3--12-03TH S OQ.12-43 W 1389.46 FTTH N 8643-07W201 FTTO roa TGW N SOFT OF!: 3SOFTOFTRAVAU.EYFAJEIEJI l'ER KCl.AS9ll0l94APPR0VEO 12-09-92 Pursuant t9 Renton Municipal Code, Title VIII, Chapter 1, 8-1-8, Chapter 2, 8-2-1, Chapter 4, 8-4-12 and Chapter 5, 8-5-16, and Revised Code of Washington, Chapter 35, "S~ch charges and penalties shall be a lien against the herein above described real properties." I, Gina Jarvis, Fiscal Services Director of the City of Renton Finance/IT Division, King County, Washington, hereby certify that the above referenced account is delinquent in the sum stated. Gina Jarvis fiscal Services Director Oty of Renton Phone: (425) 430-6852 Page 1 of 1 20110215001066.001 Jer: 1260941 Doc: KL:2011 2ono21soo1uss Public Record Page I of I I -•j Created By: mJr1amS Mnted: 4/6}2011 2:38:19 Mw. ' Al' CHICAGO TllL.b INSURANCE COM:P ANY 701 FIFTH A VENUE, #3400, SEATTLE, WA 98104 ORDER NO: YOURNO: UNITNO: LOANNO: SUPPLEMENTAL COMMITMENT PHONE: (206)628-5623 FAX: (206)628-5657 0 R D E R R E F E R E N C E I N F O R M A T I O N SUPPLEMENTAL NUMBER: 1 SELLER: PURCHASER/BORROWER: PROPERTY ADDRESS: WASHINGTON our Title Commitment dated 03/11/08 at 8:00 A.M. is supplemented as follows: THE LEGAL DESCRIPTION SET FORTH IN PARAGRAPH FOUR OF SCHEDULE A OF OUR COMMITMENT HAS BEEN AMENDED AS FOLLOWS: 'SEE ATTACHED' AR THE FOLLOWING PARAGRAPH(S) HAS (HAVE) BEEN ADDED TO OUR COMMITMENT: AS PARAGRAPH NUMBER 28: A!l' 1. COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, NOTES, DEDICA.TIONS AND SETBACKS, IF ANY, SET FORTH IN OR DELINEATED ON UNRECORDED KING COUNTY LOT LINE ADJUSTMENT NUMBER S92L0194, AS DISCLOSED ON THE KING COUNTY TAX ASSESSOR'S ROLL. Au NOTE(S) 2 HAS (HAVE) BEEN AMENDED AS FOLLOWS: .az SEGREGATION DEEDS: AV PARCELS A THROUGH D -7112210423; PARCEL E -8406150070; PARCEL F -9404221497. MARCH 24, 2008 AUTHORIZED BY: MIKE HARRIS NOTE: THE FOLLOWING PARTIES HAVE BEEN SENT A COPY OF THIS SUPPLEMENTAL COMMITMENT: SEE NEXT PAGE SU1'PLCOM/RDA/OC)99 CHICAGO TITLE INSURANCE COMPANY OrderNo.: 1260941 YourNo.: MCCORMICK PLAT UnitNo.: 10 SUPPLEMENTAL COMMITMENT (Continued) PACIFIC ENGINEERING DESIGN, INC JAYNA PARADISE JOB #07093 1/1 ROBERT MCCORMICK 1/1 SUPLCOMl/RDA/!Jm CHICAGO TITLE INSURANCE COMPANY Order No.: 001260941 LEGAL DESCRIPTION PARCEL A: THE WEST 201 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 24, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. PARCEL B: BEGINNING AT THE NORTHWEST CORNER OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 24, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; THENCE EAST, ALONG THE NORTH LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 24, A DISTANCE OF 201 FEET; THENCE NORTH TO THE SOUTHERLY RIGHT OF WAY LINE OF COUNTY ROAD; THENCE NORTHWESTERLY, ALONG THE SOUTHERLY RIGHT-OF-WAY LINE OF SAID COUNTY ROAD, TO THE WEST LINE OF SAID SECTION 24; THENCE SOUTH, ALONG THE WEST LINE THEREOF, TO THE POINT OF BEGINNING. PARCEL C: COMMENCING AT A POINT ON THE EAST BOUNDARY LINE OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, WHICH POINT IS NORTH 0°12'43" EAST 1398.72 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION 23 AND SOUTH 0°12'43" WEST 90.13 FEET FROM THE POINT OF INTERSECTION OF THE ABOVE DESCRIBED EAST BOUNDARY LINE OF SAID SECTION 23 AND THE CENTER LINE OF THE TRACT AND RIGHT-OF-WAY OF THE COLUMBIA AND PUGET SOUND RAILWAY, AND BEING THE TRUE POINT OF BEGINNING; THENCE SOUTH 0°12'43" WEST 420.63 FEET; THENCE NORTH 81°35'17" WEST 295.04 FEET; THENCE NORTH 0°12'43" EAST 400 FEET, MORE OR LESS, TO A LINE CONCENTRIC WITH AND 90 FEET (RADIAL MEASUREMENT) SOUTHERLY OF THE CENTER LINE OF THE COLUMBIA AND PUGET SOUND RAILWAY; THENCE EASTERLY, ALONG SAID CONCENTRIC LINE, 295 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING; EXCEPT ANY PORTION THEREOF WHICH LIES NORTHERLY OF THE SOUTHERLY MARGIN OF SOUTHEAST RENTON-MAPLE VALLEY HIGHWAY (P.S.H. NO. 2) AS ESTABLISHED BY DEED RECORDED UNDER RECORDING NUMBER 1545508. PARCEL D: THAT PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 23, lEGALl/RDA/0999 CHICAGO TITLE INSURANCE COMPANY EXHIBIT LEGAL DESCRIPTION Order No.: TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING ON THE EASTERLY LINE OF SAID SUBDIVISION AT SAID POINT NORTH 0°12'43" EAST 1,398.72 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION AND SOUTH 0°12'43" WEST 90.13 FEET FROM THE INTERSECTION OF SAID EASTERLY LINE WITH CENTER OF TRACT AND RIGHT-OF-WAY OF COLUMBIA AND PUGET SOUND RAILWAY; THENCE SOUTH 0°12'43" WEST 420.63 FEET; THENCE NORTH 81°35'17" WEST 295.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 0°12'43" EAST 265.00 FEET; THENCE NORTH 81035'17" WEST 20.00 FEET; THENCE SOUTH 0°12'43" WEST 265 FEET; THENCE SOUTH 81°35'17" EAST 20.00 FEET TO THE TRUE POINT OF BEGINNING. PARCEL E: THAT PORTION OF SAID EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING ON THE EASTERLY LINE OF SAID SUBDIVISION AT SAID POINT NORTH 0°12'43" EAST 1,398.72 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION AND SOUTH 0°12'43" WEST 90.13 FEET FROM THE INTERSECTION OF SAID EASTERLY LINE WITH THE CENTERLINE OF TRACT AND RIGHT-OF-WAY OF COLUMBIA AND PUGET SOUND RAILWAY; THENCE SOUTH 0°12'43" WEST 420.63 FEET; THENCE NORTH 81035'17" WEST 195.04 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 81°35'17" WEST 353.00 FEET; THENCE NORTH 0°12'43" EAST 384.52 FEET; THENCE EASTERLY, ON A 0°28'CURVE TO THE LEFT, THROUGH AN ANGLE OF 2°32'28" AN ARC DISTANCE OF 350.00 FEET; THENCE SOUTHERLY TO THE TRUE POINT OF BEGINNING; EXCEPT THE EAST 100 FEET THEREOF; AND EXCEPT THAT PORTION OF SAID EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 23, DESCRIBED AS FOLLOWS: COMMENCING ON THE EASTERLY LINE OF SAID SUBDIVISION AT SAID POINT NORTH 0°12'43" EAST 1,398.72 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION AND SOUTH 0°12'43" WEST 90.13 FEET FROM THE INTERSECTION OF SAID EASTERLY LINE WITH THE CENTER TRACT AND RIGHT-OF-WAY OF COLUMBIA & PUGET SOUND RAILWAY; THENCE SOUTH 0°12'43" WEST 420.63 FEET; THENCE NORTH 81°35'17" WEST 295.04 FEET TO THE TRUE POINT OF BEGINNING OF THIS EXCEPTION; THENCE NORTH 0°12'43" EAST 265.00 FEET; THENCE NORTH 81035'17" WEST 20.00 FEET; THENCE SOUTH 0°12'43" WEST 265.00 FEET; CHICAGO TITLE INSURANCE COMPANY EXHIBIT LEGAL DESCRIPTION Order No.: THENCE SOUTH 81°35'17' EAST 20.00 FEET TO THE TRUE POINT OF BEGINNING OF THIS EXCEPTION; AND EXCEPT THAT PORTION THEREOF LYING WITHIN PRIMARY STATE HIGHWAY NO. 5. PARCEL F: THE NORTH 50 FEET OF THE EAST 350 FEET OF TRACT A OF THE PLAT OF VALLEY FAIRE II, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 131 OF PLATS, PAGES 39 THROUGH 43, IN KING COUNTY, WASHINGTON, AS MEASURED ALONG THE NORTH LINE OF SAID TRACT A. EXLEGALC/RDA/0@9 ' ,, -i • ' f r ' N N .- -~ ·:Y A a ~NEER NA-noNBE C 11 TITl!: INSURANCE -:His DAY_1,,11..,tattS1r.-10 ,o, 1Eco~•·s u~£ ,}'~ 'I, ("'J A na»t COllflJUfY . . . .' . ~ V A M ! i~ for Record at Roqueot of JUI/ I 1964 KING cou;n, .RECP.0\J0\ ~;\ ",· ;011 o EXCISE TAX PAID AFT[R RECORDING MAIL TO, " ~ u U:T ONS ·1,!Nc, c 'iny JUN l 41984 _..l1Jl-.1ut.s• .. d-5 .. •.,y._i,..n,.gs._.awu .. d_Lo...,awo ...... sa.,n.,k~-- li'.C7-::·~S7 601 Ssuth Jackson Seattle, Washington 98104 tOC70 4,00 _..91 ... ,r ..... 1.aa .. nn1LI''-s..,1,.oo .. 4 .. 1.,s.,s ______ _ \D'J.,cD vi'-' Rwdl Statutory Wananty Deed THE GRANTOR LETHA C. JONES t as her separate est.:1te for and In <0mic!eration of TEN DOLLARS AND 0'fHER VALCABLE CONSIDERATIONS ;,i hand paid, conveys and warrants to LEVY F. CABIAO and JOSEPHINE 0. CABIAO, husband and ... :tte lb( :Ollowing described real l!!tate, !ituatM In t~ County ~r Washinatoo: see attached for legal descr.iption King , Statl! of Ease:s:iont and conditions therein as created or disclosed in instrument recorded February 16, 1972, under Auditor's File Nmnber 7202160600, in favor of Roy B. Anderson and Margaret D, Anderson, husband and wife, for nrainfield. Easement and conditions tlierein as create<! ':lr disclosed in instrument recorded December 30, 1982, under Auditor's File N\u..:.ber 82123nQ521 in favot of Bithey/McCcrmick for :Drywell and/or Septic Tank DraJnfield, affects Northel'ly portion of said premises, 8th day of June 1984 STATE OF WASHINGTON, ( ... County ol King I On dlfi day pernn.;ally appeared befo;t me Letha C. Jones to -......., '° be ""' lndMduaJ deoen'bed In aad who ,_....,; Ille wkhfo Ind l.......ii.i '-'• and l t st 1s~a tllat. she aped die same a her ----menu-cl. OlVEN under Ill)' ""1ld &ad -IOI] thlo dlyol i u~ ----·· ---·--·-·---,. ,• ... • ,.--1,_.,r 'f E t t ., J ·I, ·-.-:~ . /.';; :1 .• , .• i}?'.: J.•.r"-. l :I ~·1 ·, J ., THAT PORTION OF THE EAST HALF OF THE SOUTHP.AST QUARTER OF S!:CTION 2J, ~ ., TOWNSHIP 23 MORTA, RtNGE 5 EAST, W.H •• IN KING COUNTY. WAS~INGTON, DESCRIBED AS FOLLOWS: BE~INNING ON THE EASTERLY LINE OF SAID SUBDIVISroN AT A POINT NORTH 0°12'43• EAST 1398.72 FEET FNOM THE SOUTHEAST CO~NER OF SAID SECTION AND SOUTH 0°12°43" WEST 90.13 FELT FRO~ THE INTERSECTION O! SAID EASTERLY LINE WITH THf CENTERLI•! OF TPACT A~D RIGHT-OF-WAY OF COLUM9IA £ PUGET SOUND RAILW'AY; THENC'I:: SOUTH 0°12 110 11 W:t:ST 420.63 rrrr; THENCE NORTH 01035•11• WEST 1~5.04 FEET TO THE TRUE ?OI,T OF BEGINNINC.; THEMCE NORTH 910)5 1 17" ~EST 353.00 FEET; THtNCE NORTH oo,2,43n [AST 304.52 FEET; THENCE EASTERLY ON A 0°28' CURVE TO THf. LHT TH~OIIGH AN A~GLE OF 2°32°28" AN ARC DISTANCE OF 350.00 FEET; THENCE SOUTHERLY TO THE 'XRUE POINT OF BEGINNING; EXCEP! THE HST 100 FEET THERF.OF; A~D EXCEPT THAT PORTION or THE EAS~ HALt' OF THE SOI/Tf!EAST OUARTEP OF SECTION 2], TO~NSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KINr, COUNTY, ~ASHINGTON, DESCRlBED AS FOLLO\IS: BEGINNING ON THE ~ASTERLY LINE OF SAID SUBDIVISION AT A POT.NT NORTH 0°12'43" E~ST 1396.72 FEET VPOM THE "OUTHEAST CORNER OF 5AI0 SECTION ANO SOUTH 0°12'4]" WEST 90.13 FEET FRO~ THE INTERSECTION OF SAID EASTERLY LINE \/ITH THE CENTER TRACT AIID RIGHT-OF-WH OF cOLUMBIA 3 PUGET SOUND RAILWAY; THENCE SOUTH 0°12'43" WEST 420.63 FE~-; THE~CE NORTn 81°JS•t7• WEST 295.04 FEET TO THE TRUE POiijT OF BEGINNING; THENCE NORTH 0•12'43" EAST 265.00 FEET; THENCE NORTH 81°]5'17" WEST 20.00 FEET; THINCE SOUTH 0•12'4)• WEST 265.00 FEET; THENCE SOUTH 81°35'11" EAST 20.00 PEET TO THE TRUE POINT OF BEGINNING; AND EXCEP! PORTION LYING WITHIN PRI"ARY STATE HIG,IWAY NO. S. I I. ~-,. ' : ,';, . •: '.' '. ·.·) ;., . . ~, ~ ,_ .,· ., ·,·:.'\:\ ·. ·:, .. , .. ,,,,~:• 0 • QUIT.CLAIM DEED (Statutory Form) nIE GRANTOR( J Msrgm:et Gbent ol Valley Faire II l!.O.A. • City of --'R.,en=ton=----- Coun1y or _~Kin~·-•------Waahiogton, for and Jo consideration of _011=•---- dollar ($1.00) convey..X.. and qull-clalm..lL to ~R .. abe ... zt ..... ,.!ld;.,,,,,_.,..,..._ck._,_..Qw ... ex:._ __________ _ -------------•! Valley View Mobile l!alle Park _ In the City of Renton County uf.,King,..,._ ____ stale of lieshipptnn . all Jntm,sl In the following described Real Eatat.: Die ncrth 50 feet of the east 350 feet of Tract ··A· of the plat of Valley Faire II es recoxded in Volume 131 of Plats, pages 39-43, Records of King County, Washington, a, 1111!!151lred along the north line of said Tract "A•. slluated in Iba County of __ .;;,KiDS,.· =-----State of Waahlnston. Dated this .J!i!:!:=day of ::1H«&ia:.fu 1s..f.3 ·---~-=---~------------ 0 0 . 0 0 • ... .. .. .. ' .. .. ' ~ m .. ;; .. .. .. "' 1 n • • ·-· Ill cxrtZ'o"'E -0 ·-~ LOT B ~ w ""'..,. _ N r::J11i.r' E ...J L.a f .... ~ ..., i:-a ~ 5~! ........... w • 11 j ..J ... "-< ::;; I NW! z f2 -z SOITl:rtr'I' LOT A w Ir ~ \\ 'I: • t--en Y.11.1.tY fMII: I "'<l' N N -Cl ~ -\\ en X ... ,.Sf-.'io ,\•, ,·· ... ·'·· .· ·- ; u • .:.u 1or lir:~unl at H~quc:.1 .11 Name BR(Jl-\4 :i: tfu.Ka!!irx.t ·Allmt (DD -i:::ol!4Nr Sr. 3o. I ss":!1-Ys"'": l.c),., 9io1..? I 0 • ··--= ...... --------------, ·"· . ;-"al\ • ,.. . ... : ... • • l -: . ·~ " l :;~ .. In @ -• CHICAGO TITLb, INSURANCE COMP ANY 701 FIFTH A VENUE, #3400, SEATILE, WA 98104 PHONE: (206)628-5623 FAX: (206)628-5657 IMPORTANT: This is not a Survey. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. --.------------- --------~---~~· .. ·--·-··------- i • ! ! ' •• = "A'' ii i• = 1 .,.. G1tv of fb-,,-,,,n ~ ............ ....... ?iarmrng Division MAY 2 5 Z011 ....... .c -·- ---· ),J-; < • • 1111111111111111 20040601000718 When recorded, please return to. MARCUSJ FRY L VON WEIGAND QCO -22 et Lyon Weigand & Gustafson PS PO. Box 1689 Yakima WA 98907 Trtle of Instrument· Quit Cl;um Deed PAGEMI OF 104 IDll/11/2884 18 55 KING COUNTY, IJA E2043556 06/81/2884 18 52 KING COUNTY, MA TAX sz.e9 SALE se 8e QUIT CLAIM DEED Reference Number(s) of Documents Assigned or ReleMed. N/A Grantor(s) Robert E. McConmck and Joyce L McCormick, husband and wife Grantee(s) Valley v-Mobtle Home Park, UC Abbl'9Ylated Legal DescnptJon. Parcel A The W 201 ft of the &iV 'I, of Sec 24, Township 23 N, Range 5 E, W M Pan:el B NWcomeroftheSWY,SWY,of Sec24, Townsh1p23 N, RangeS E, WM Parcel C Commencing at a po,nt on the east boundary hne of Sec 23, Township 23 N, Range 5E, WM Pan;et D: A portion of a portion of the east half of the SEY. of Sec 23, Township 23 N, Range 5 E, W.M Parcel E· That portion of the east half of the SE '/,of Sec 23, Township 23 N, Range 5 E, W.M. Parcel F The N 50 ft of the E 350 ft of Tract A of the plat of Valley Faire II, recorded m Vol 131 of Plats Assessor's Property Tax Parcel/Account Number. 232305-9029-09, 242305-8029-08 PAGENI OF 191 20040601000718.00· THE GRANTOR, ROBERT E. MC CORMICK and JOYCE L MC CORMICK, husband and wife, for a mere change m identity, conveys and quit claims to VALLEY VIEW MOBILE HOME PARK, L.L C., a Washington hm1ted liability company, the following described real estate, situated 1n the County of King, State of Washington, together with all after acquired title of the grantor therein: See Exhibit "A", attached hereto and incorporated herein. ASSESSOR'S PARCEL NO. 232305-9029..09 and 242305-9029--08 QUIT CLAIM DEED • 1 m]flmc conrnck rob\valley voew mobllalqcd 232305-9029 LewOffloeo LYON WEIGAND & GUSTAFSON PS Lyon Law Offic::es -222 North Third Street PO Box 1689 Yekuna, WashlnglOn 98907 T elept,one (509) 248-7220 Fax (508) 675-1883 • • TOGETHER WITH all water rights and appurtenances including after acquired title, if any, thereu~ng. 20040601000718.00: DATEDth1s d-() dayof ~ ,2004 ~d ~MC&~0f~ STATE OF WASHINGTON ) ) ss County of Yakima ) On this day personally appeared before me ROBERT E MC CORMICK and JOYCE L MC CORMICK, to me known to be the indw1duals who executed the wrthm and foregoing instrument, and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein mentioned. Given under my hand and official seal this I£' day of , 2004 QUIT CLAIM DEED • 2 mJf\mc cormlCk mb\valley view mob1le\qcd 232305-9029 Washington, residrng rn ....,_ -"""' • ""'"" ~ of My Comm1ss1on expires ~¢'*"7 Law Of!fces LYON WEIGAND & GUSTAFSON PS I.yon Law Offices. 222 North Third Stteet PO Box 1689 Yakima. wash1ngton 98907 Telephone (500) 24B-7220 Fax (509) 575-1883 • EXHIBIT "A" PARCEL A • 200406010007 18.00, The West 201 feet of the Southwest quarter of the Southwest quarter of Section 24, Township 23 North, Range 5 East W.M., 1n King County, Washington PARCEL B: Beginning at the Northwest comer of the Southwest quarter of the Southwest quarter of Section 24, Township 23 North, Range 5 East W M , in King County, Washington, thence East along the North line of said Southwest quarter of the Southwest quarter of Section 24, a distance of 201 feet, thence North to the Southerly nght of way hne of County Road, thence Northwesterly along the Southerly nght of way hne of said County Road to the West line of said Section 24, thence South along the West line thereof to the point of beginning PARCELC· Commencing at a point on the East boundary lme of Section 23, Township 23 North, Range 5 East W.M, in Kmg County, Washington, which point 1s North 0°12'43" East 1398.72 feet from the Southeast comer of said Section 23 and South 0°12'43" West 90 13 feet from the point of intersecbon of the above descnbed East boundary line of said Section 23 and the center Ima of the tract and right of way of the Columbia and Puget Sound Railway, thence from this TRUE POINT OF BEGINNING south 0°12'43" west 420 63 feet, thence North 81°35'17" West 295 04 feet, thence north 0°12'43" East 400 feet, more or less, to a line concentric with and 90 feet (radial measurement) Southerly of the center lme of the Columbia and Puget Sound Railway, thence Easterly along said concentric lme 295 feet, more or Jess, to the pomt of beg1nnrng, EXCEPT any portion thereof which hes Northerly of the Southerly margin of Southeast Renton-Maple Valley Highway (P S H. No. 2) as established by Deed recorded under Recording Number 1545508 PARCEL 0: A portion of a portion of the East half of the Southeast quarter of SectJOn 23, Township 23 North, Range 5 East W.M., m King County, Washington, descnbed as follows. Commencing on the Easterly hne of said subdJV1sion at a point North 0012'43" East 1398 72 feet from the Southeast comer of said Section and South 0°12'43" West 90 13 feet from the intersection of said Easterly lme with center of tract and nght of way of Columbia and Puget Sound Railway, thence South 0°12'43" West 420 63 feet, thence North 81°35'17" West 295.00 feet to the true point of beg1nnrng, thence North 0012'43" East 265 00 feet; EXHIBIT "A" 5371 01\mjl\mccorrnck roblvaUey view mobde home\exhoblt A • thence North 81°35'17" West 20 00 feet, thence South 0°12'43" West 265.00 feet, • thence South 81°35'17" East20 00 feet to the true point of beginning PARCEL E. 20040601000718.00. That porbon of the East half of the Southeast quarter of Section 23, Township 23 North, Range 5 East W.M., rn Kmg County, Washington, descnbed as follows Commencmg on the Easterly hne of said subd1v1s1on at a point North 0012'43" East, 1,398 72 feet from the Southeast corner of said sectton and South 0012'43" West, 90 13 feet from the intersection of said Easterly hne with the centerline of tract and right-of- way of Columbia and Puget Sound Railway; thence South 0°12'43" West, 420.63 feet, thence North 81°35'17" West, 195 04 feet to the TRUE POINT OF BEGINNING, thence North 81°35'17" West, 353.00 feet; thence North 0°12'43" East, 384 52 feet, thence Easterly on a 0"28' curve to the left through an angle of 2"32'28", an arc distance of 350 00 feet, thence Southerly to the TRUE POINT OF BEGINNING, EXCEPT the East 100 feet thereof; AND EXCEPT that porbon of the East half of the Southeast quarter of Section 23, Township 23 North, Range 5 East W.M , in King County, Washington, descnbed as follows. Commencing on the Easterly hne of said subdivision at a point North 0°12'43" East, 1,398 72 feet from the Southeast comer of said section and South 0°12'43" West, 90.13 feet from the intersection of said Easterly line wrth the center tract and nght-of-way of Columbia & Puget Sound Railway, thence South 0012'43" West, 420.63, thence North 81°35'17" West, 295 04 feet to the TRUE POINT OF BEGINNING, thence North 0°12'43" East, 265 00 feet; thence North 81°35'17" West, 20 00 feet; thence South 0°12'43" West, 265.00 feet, thence South 81°35'17" East, 20 00 feet to the TRUE POINT OF BEGINNING; AND EXCEPT portion lying within Pnmary State Highway No 5 PARCEL F· The North 50 feet of the East 350 feet of Tract A of the plat of Valley Faire II, according to the plat thereof recorded in Volume 131 of Plats, pages 39 through 43, inclusive, in King County, Washington, as measured along the North bne of said Tract A. EXHIBIT "A" 5371 01\m)ilmccorrmck rob\valley view mobde home\exhJb1t A '.E&ie-,IJ,. ~ _;i:~. CU, uti• 411,1 fll D.&.a 4~ ••• .c .... ._. .. ,,. g -----·-·-----.-., ·- 1'; .Pl•I sr...iil ;u, Vtit;L l of" t•tau 011 JC 11•~·• of ~iaf1"tl.!l•:r; a1, a ,tl<h•'81taw . i -m:.-.D :. e.1.J.11l.l1t,g _ ... _ ...... ,. Mi.l'krt J".3..nois Geal~oa ,Ind lf:k'b.JlU• ; Gt -· ~.!ht ,,o ff.~.B•l•oa,,.-tt.li ao, ls-44 11,.A 11.bo!l :lraur• 1• • bal fl. , t1,u •• 11• or ltal l,..~. ! ~ Urueta Ge.nl.-oa J. ,.,111~ Gu&r'* k• ,.Au& &~5 ~---haa1ia Gtadfta «184 ?Jll'lll• fJ,Glrcia., Ht ••.... • a,t••arcna, S(e• tltw)-49) Wlta •rollua ~hllllpia ~1-1 1.1 ...... ri .... 01,,2 /,/ . . . ... ,; ; // •• "8C lL7•4S ~c~-~:t;-~3111 )_, . _ :¥1 ~ : __ . l•ll.1-4S tU0."9Ytl '>/ ?' :-/ /! I \ . . i'etar t-1 1.a,• '--l4P~IP••~• 111.11 Hp ••• 1.-· ,> '· IO ,.._, 8Ma4 lftat11 f.-.,L. • 14&!:i\ 01:1&peay ,• tifea11111cJ:i.u1.att.a ae.r.op 'file ~J) 4Na hrlJJ O.llYJ' 4. graa·t t;o ap its t!~ ,t!:6 r4]:.'.t.,p;rJ t·1l•i• a.!MI . •• 111 ... s ,, '. 0 ... truo\ ' ... -a&Mlls r u. ... ~~70(>1K)--• ~~ • 11 ne--kl.;:r t ' :@ ft• • 201 ft of ...,, pa.If .r l~y 1-a lyisg s .r ~. Jm·~1a-'!apla Telle¥ 2otd .ALM ~• -.: ot t.ll• w,w4 all s.n d•o 24 TR 2) • i , EO '1' • ont.r la--leaj> •• ,11• 8 ta -,i· ail swl. zoo t~ arl 1' .i r'\b.• Sf ear lh•fl 1h 1f 1•,at & U,O r• ea:rl k11 a1na UJ.pv117. · ~-the rtall~·· .Tfll• rS.cll'-•• ~1,11.prlTlln&•s &Ad autt~:lty hrtJJ'&,raa" 0lall., 011.\&.e ttm 'lie lJa ta~N hr• i-rb<!S or 10 J'qJ'O rroa ute. 1ut1-..a tli• ••••,,~b au•et'i8N1e-a or aaat.aa11~ i.Jhall Htoncr :.,e,:-mea•nt lJ' n•••e ••14 ,.1 ... , -·.:· •. _.· 1-.1e.rqobs . lr4W. JMJ.i U-.S lalrl""4-b»·'(lt>Wr. ,a • 149'1:or, ltid &d'IIU. p .~r,,.. I.Ai~ P}Jf arl.a.ft<1t< l .,,. J.t ... ;_'. -1l )-41) .,!,'.,!~.... ··" ~ -~:?-- .. - . . . ".._4, . . ... -7.l_Y. 'lt.9JQ --, . . . ':• . . . ._, __ •·_•r"_ ·-_ .. . . _:_·,; ·_· __ · . . ~ •/,/ ,f ,.. 1,--::;' . ;~---.,., '-.. ... ,: : . . 4116:,e.... ;:· ~3/ I . \ tffliil':1'. . ._,,s-•••if•¥~la S.tfttt.er•.-_" ,_ ea4 Amo14 .J .;1ie1arllm .. liLr+e$r1t•Sl]JPla:~!JU .. M•O-S..,twer. ea hJ.a .... t1•S ' ·-.... --... ----.. ___ ---...... -.. -- .l . ' ' , ' .. ·~. > '. C': "=' c:: ig -.; ~ Ill • • Uhl UI 1'l/-\L Fl/GET f.>CWER 'nr ,111d 1 .. 1 c0nR1rlci1..,til1n nf One, DnlL,r {$:.oo) 11ni1 0th~r valu .. ble •t1\ 1.ll•rJ.lll thc-roccipt o! WhlC'h 11 h<>r1..~br ackno-'lcdl.JC:d, SEE I\TTIICIIED EXl!!elT "A" , ., ., ,,,,~ t1,·r,·1n: i.:r,into. n1n1·,·1·, .in1! 1\,1~r,1~1, ,, l'l 't:ff' ~i II '\"I I l'I 1\', U~ /lo ! ICI IT I :c )\tp,\"\', 111 \\'uh1ni1un w,. 1 (:1,11,1,.,. h••t,•inl f111 tlw l'1lfi'"''"' lw1,·111,1t:,•r h••t f111·.i1 ,I ;wrp•·!ti,tl 1>11\o•m1•11 1 11n1!Pt ,1it11u ,nil O\'i'f 1h, {•11• t .. , •th''",, r", •,\ 1o•,•t 1•r,11•••rt1 11h,, "l1rc11"nl1 · tw"·111 King C:m11"lh '.\'11,h1t11:i11n ~= \.. .-, ,, ....... SEE ATTIICHE[J EXtt!BIT "3" I 'fo EXCISE ' es, o.i., i:1~ RECC. ~ CA~.HSL 12.50 1 /'IV N(}I ~'.i :)(J:t''·~1 KH1i '.:u R1.:r,.1r,1• !:,1,· r,n o, -c0.._' ·~_/_~_--__ 10949 ....... 12,50 '3'3 Exc1·pl a~ r.1.,y hi=! othn\\·i11e /iit>t forth hP.rttin Gr1'nlpc,'s ri,li?hts Jhall be e:'l:erc1,,.ri upon 1hr1t por!ion nf 1hc Proper!~· (!hi!' "Ri11h1- 1~f \\',1.\ ·· h•~rpinl dc/iicrihed a~ follows: 8 rt; -~~~r~~"-w~~--•• ·--.=-l~M11.w.idl,k..Mlt,,'M:i11----.----..t~wAt...w~drb. liliA,,4l~..ai.e,...c,:i.1a..r- 1i ... ·-.J~1o1o1J ,ii$-tG14w.~: A. All streets as constructed or to be constructed within the above n~scribed Property. When said rC'lads are dedicated to the public, ~his clause is to become null, s. Tne exterior seven feet, pirallel with and adjoining the street '-~\ ::·c.ntage of all lots and tracts, said lots and tracts as delinea._~d. ) an the ~·f1nar<: plat of Valley Faire II, a copy of which will be,)''-"·' C. ~t~':\i\~;tra":roipanit"~s;id~ ~~;~l~:r~f ~h and OdJOcent t'> all inte~J~ii:+., lot l.ines, said lot lines as delineated on the finat plat of t.J.l.:f/ , '),1~.lej' Fa1.:c :r, .1 CCi>:,-c{ \,[,ict .... :ill b~ at.:t.acl:e~ h.!rctv e1n..: ,.1.s<J~"u \ 1:.art hereof. L Purpo,e. Cran1ee shall h.1i,vp lh-.? ri,iht ,,.., r.ons!rucL operflle. main1a1n. repair. replace and enlart1e an undtrxround eleclrir: 1ri'ln!im111~ion and/or di1lribu1ion 1y11e:n upon and under 1h11 Rlghi..nf.\'\'a)· lope!htr \\11h all niPetUIII")' or conven1•nl 11r,- p11rt('nanr:-Ps therefor. which mar Include bur nrf' not llmiled 10 thl' followtn,:· under,round CO!idul11. cabin. communlatlon lint·~; vA11ll1. manhol111, 1wttche1. and 1ran1formur1: and 1em1.burled or ,:round mounl~ faclline,. Follo"1nl lht lnltial con• ~1nzr.1i,in or Hi, h1ci1H1e1. Cranteo ma}' from 1Jmr 10 lime contfruel 1uch addlUon1l (1ciUN0111 It may require. ~. Aceeu, Grantee ,hall h)ivt lhe rlghl of acce.1110 !he Rl1lu-of-W1y over and 1croa lht Property to 1nabl1 Grantee lo exet- i:i~t' i1!1 r!iih1s herPunder. prto\id~. 1h11.1 Cranlte 1hell com~nute Gr1n1or for an)' dam11e lo tht Proper!)' cauaed b)' 1he exer• C:i!>f' of !!Rid rl,thl of aCCl!'II. l. Ohttructlon1: Landlcapln1, CranrN! ma~· rrom lime lo lime umovr trees. buthH, or 01har ob1truct1on, wHhln the Risht• (lf.\\'a~· 11nd may levl!'I and rrade lhe Rlgh1-of-Wa)· lo the exlenl r1t111on1bly nectlNr.,' lo carrr out the purposes ae1 lor1h in r,nraJ;?raph t hcreor. provtded. thal lollowtn, a~y 1uch work, Cranlee •hell. 10 Iha 1x1en1 rea,on1bl1· pr1C1le11ble. rntore the Ri,11ht-of.\\'11r ro rhc condlrfcin JI w,is lmmedtarel)' prior to 1uch work. Followlnr 1h11natal111ion o Cr1ntae'a unde-r,round facllitic3, Granier ma)' underrake any ordinary lmprovemenlJ 10 lhe IAndsc!pln, of lhe Right-of-Way, provtdffl 1h11 no tree1 or o!ht>r rlonlJ shnll be placed lhl"t~l'I which wC'luld be unreasonl!bly expensive or Impractical for GranlH In remove •nd rP.~tnrl' 4.. Granlor'• Un or Ri.hl-ol-Way. Cran1or ra11tn•e1 the r~ht In u" lhe RIJhl-of•War lor ID)' pul"pONI no1 lnconal111nt ·v.-Hh !/w rii;:ht" herein ,ran1E'd. ptovidMJ: 1h11 GrAnror 11hall not rnn1tn.)C1 or m1ln11in anr bulldlnt or olher 11ruc:tur1 on th" R11hr• nf-Wnr which "·r,uld ln1r.rfere wUh rha axercl11 of Iha ri,ah11 herein p11n1ed; 1ha1 no dil',lln,. tunnelin1 or other form o( con· 1'1rur1ion ncr!vll~ •hRll be don,. on lhl'I Properly whlcl, would dl1turb thfl compaction or une•rth Cr111nlff'1 f1olllt1e1 on 1h111 l-faht,11f.\V11y. nr Pnfi .. n•"r 1h11 IRl~ral iriupport 10 aald f11.cllhil'lt; and thal no blaarinJ •hall be donfl wllhln 11 le,I ol lht Rl1h1-af. \\',,~, 5. JndemnJty. Br 1cceplln, and recordln, 1h11 euement. Cran1111& a,rees lo Indemnify and hold harmle11 Cran1or from an)· Bnd nll claim• for lnjurfe1 and/or d1mqe11uller1d b)' any penon which m•)' be e1UMd by lhe Grant111'1 exercl11 of the rJ,:htt hrreh1 granted: J:!rcvided. that Gran:ue shall not be rnpon,lbll' 10 Cr,ntor for an)' lnJurin 1ndlor d1m11t1 to lff) per,on cuu,e,d b~· 11c11 or omi11lon, of Granlor. fii. Abandonment. nw rlJthfa hm·vin ,ranll'd ah111l conlinu<' unttl 1uch llmr a, C~11nlH COHtt• lc, ut, 1he Rtshr-of•W1,• fc,r 1 p,·:1ntl nf h·n f:il 11uccf'ul,·c )'l'tlra, In which P\',int thi• r1H11mttnl •hftll lt•rmln11h• and all rlJh111 h"'r11undtt th11l ~·11r1 tu' Cran· 1n! p:t1virlt"1f thnt nn 11hnndnnmt"nl 1hnll h.· dMmP.fl to h,wr nceurrf'fl h\· rf'nMn ot CirMHP'"'• fallurP 1n lnlrlalh-ln11 .. 111r, f.,r·il1h1•, cm lhfl Ru,h1-nf 0 W1tr within""·'· fti•rlncl or llmt' from thf' d1th• h~•rN,f · Sw:rruan 1nrl A11l,n1. Tht> ri,rhr,. ,an.ii 11hli,v;1tim1., nl 1h1• 1111rur" 11h11II mur,• 1,, th,, l~-ni•fll of .rnd l,o• lnuchnt 1111t,r, 1n~1r 1•·'·i" ''\' ~11n·,.oor~ nntt 11111,n~ R-2022 8419455 KJ-48 ,1..ii ,• '· \ {).-\ n:P tti .. • ,l.n "' J;,-,,,., .,, .. ~TA TE OF w.-iM1\$TON I ' ss COLJ~'TY OF ~V· , .•. -,,,. I • ------ B,: l'i ....... " On thla d11r p(!rlOnollr 1pJlClllrod bnfora ma _,.,:,,A,.R.,R,,o .. L,.L.._,.G:,;p,A,wYuE.,S._T=H,.O:,;MA...,s._ ____________ _ 10 mt! known robe the lndlvldual _ described In and who executed the within and foregoln, lruitrurnent, and acknowlect,«l lh11 lhe 11,n··J the same 11 !~:&NM' fret! and voluntary 1C1 and deed for 1he uaea and purpo,e, !herein menrioned. r.rvE~ undt'r my ~,ind andrwfO!iV~bll 1h11 _e_ dar of ' ' /"' ' ( RUTH AITCHISON Nollry Public -s1111, o1 AZ 114/\RICOP/\ COUNTY My Comailalon Elq)lrta May a, 11168 > I iul' ' I I* n ',,(, b- Notarv Publi~ ln and for the State of ,11J!.L...... ,(,,..,I:', 'Ii 'f',. tetldi~& II ,-1 ,c'· ' . ' . • ' c;i..Ui" /,, <.J,/ :! ..• I I ' -.. ' . ·t ·:~\ ' • .. ' • • tH:lA.'0 DJ-:Vl'J.OPM!:N'l', LTD. a-2 o .u 114 t !J 4 t; 'i l·:XUII\IT "11" The nurth on<'-IMl~ uf thP Northo11st q1tD.rtor nf ~ci:"tior1 Township 23 N:Jrth, Rilll•JC r; F,,st, W.M,, i11 King County, Washi11gto11; EXCEPT th.J t port i 011 t IH..' rt.•1,,d· co11<JeJllncU by the Uni tell Sta teo of Arlu ... ricu. for Bonncvi 1 li...,. Power Administration in Cause Number 4938 of thf' united States District co•Jrt for the WnHtern Distric~ of Was!,ir1gton Northern Division; TOOETHER with that t)r,rtl("IJ1 of Government Lots 2 and 3, Section 23, Township 23 North, R,:rnc1e 5 East, W.M., in King County, Washington, lyi11g southerly of the following described line: COMMENCING at the southeast corner of said Section 23; T~IENCE North 2~2J 1 04" East along the east line of said Section 23, a dleta11ce of 1'74.28 feet to a point on said east line and the TRUE POINT OF BEGINNING; THENCE North 79'24'56" West 548.04 feet; THENCF, South 81°54 1 25" West :ntfl.00 fl='Fl!t JTl{)TP, nr lP!lill.q, tn ,'\ point on the west line of said Government Lot 3 and the rrnur: POI UT OF F.NDtN'"; • r/. Jo,,, •' >', \ • VALLEY FAIRE II R-2022 B41945 • EXIIIBIT ''A" VALLEY FAIRE DEVEl,OPMENTS, ~ Pi.rtnarehip and JOHN DAvIS THOMAS, JR, ' CARROLL GRAVES THOMAS, AB indiviC:ually, co-exe~UtOrl of the eatat.e of FLORENCE llf'<AV~S THOMAS, decuoed1 WILLI/\M LEONARD OS'fLER and JOHN CHARI.Eb Ser-TT-HARSTON, as co-executors ot the Canadi3n esute of l<IITIILEEN ROSELLE OSTLER, deceased; s. MCLAIN DAVIS, personal representative of the Washington estate of KATHLEEN ROSELL~. deceased: and SEATTLE FIRST NATION/IL BA1,K, a National Banking Association, as beneficiary ot Deed of Truat. .. ?·;,_, }>_:.~,..:.~ I ~-, ·1, • • ~. !,: I I I I ( ' ' ' ' • • ·. i::..:i·~~r:~·:·., l::·D, ·\-.·;1.· ~ !14 l '.q ~: '."1 .:a.... ,:, .._''.""I,# •• -. .. 11. ......... ·: ··1; ::;U'1'0f-: ss. < 0 h •> ? d ' f ' ' '/ · ~ • • 9o v b < n t. 1s ~-a~ o LL, ,,..1..,.r.J':':'t":-, .1. ']--' e ... ore m-,, a :;c,:A:·,. ?u::,Uc in ana {or th~ s .. ~~~ of 1o~~ing-t0n( duly 11':A ''J."' .. " '° t"" /J_ c..:J:n.,1',:...st-:c-:~~C J.nd St,.,'c.n, personall~· a pea..ed J: t?·L 1(!<7 l•(c,t ,tlr(,1..-' r.d~ l""f ,·,..:_~,::_~;t:[1 .({l!' i''lil;Jr·,,"· , tc me known to e the e><ecutor,.s ;;:~../'~ under the L~st l,ill and Testament o! /;/:f/.1(4'//(, :jC Jct.u.-C Fr,·. !J.~ , deceased, an who exec.:.ted the within a,9ct~f~e:!;:.;_w i:,~t.:-untcint, an~ ackno"'·l.edged tht- ,'ia.:=! i:!St:!"u~ent. tc !:e h · "414 .. t \. ""!rct1 a:-.d ·:=!'.l::t.!t'j' act anc? deed I as ..,.. • .,..._ execute=) -for the uses and purposes therein mentioned. , . liITNESS my hand an<l of!icial seal tile day and year in r;!!is certificate ~bove written. ·~ ss. On ~his ~day ct_/,. ,,, ,1,, ,, J , l9B 4 , before me, a Notary Public in an~or the State of Washington', duly co;:-.:-:-.iss!.c-:1ed a::d swo:-r:, ?e:sc:-;.~11~· t'IP?eared CARROLL GR.;VES THO~\AS , t~ me known to be the executor -,J:-r."'d~e~r~~t'ih~e,....,L'"a_s_t.,-"'w-i"'l"'l-a-n-d,.....,T=-e-s-t.,-a-m-e-n"'t-of FLORENCE GRAVES THOMAS , deceased, and who _e_x_e_c_u_t_e_d~t-h_e_w-~-thin~.--a-n-d~fFo_r_e_o ___ o_i_n_g~i-n_s_t_r_urn_e~nt, and acknowledged the said instrument to be his/her free and voluntary act and deed, as execctor, for the uses and purposes therein mentioned. WITNESS my hand and official seal the day and year in this certificate above written. q ?.,1,t. ,,.,;, , ....... - o,:FJCIAl SEAL N RUTH AITCHISON NO'!'/:RY PUBLIC In and for the State otaryPubUc:-Stateor,JJ Of Wybtn;ttm ~1,.1 /'.'(}4, MARICOPA CO.INTY , . ' . ' · of)Cama,lulonEll)lmMayB, 1911areudin9 at c??4"r )4ofufuli1,( /,i ~ t:°'1..U~(M ',J• {I '~ I J::,t. j i I 1li * I -~- \ / ·'., 'T 0 ,. l/) IZ) • 1r:._·,_-. :•!'.\'J::.lil':-1!:~TS, :,~ -\'•.!.:. 1q t (,..;t,~, STATE OF WASHINGTON COUNT\' OF k. , I(.\,,· , • LTU ss. On this r;J,...J_day of __ \ .,. 1y,h ·• , 196 4 , before me, a Nctary Public in and for the State of Wa.s!iingtci'n, duly com.mits.ioned and sworn, personally appeared JOHX DAVIS THOMAS JR. "'"', to me known to be the executor Cc,c:',iclaf:e:-:r~t"h"e:-,L-::a-::s-::t-.,W;,i~l"l;-a:,n:,d,-"Tc:e-::s::t-::a::m:,ec:n:-t:--o f FLORENCE GAA VES THO!'IAS , deceased, and who· :e::x::e::c:-u=-t=-·e"d,-:,tch-::e~.::.1~·thincr:,.,::--a:,n:,d:;-~f-::o-::r::e-::9:-o:-i~n:-g:-1~·n:c-::s-::t-::r-::um=-:e"'nt, and acknowledged the said instrument to be his/her free and voluntary act and d~e:! . s execut.or, for the uses and purposes therein mentioned. . /; t ·"'· ·:~·,. \ ,·;ITNESS my nand and c,fficial seal the day and :;elt'i· in .. tl:iiii:;:• .. ,,, certificate above written. .~~· ·· ,.· ·.'' ... · '·'c STATE or WASHINGTON ss. COUNTY OF ,("""' . ./-;:~· . :• ...... \• ...... ,,,, ., .• ... \ ',. ../ ,~ '1· . :~: . '~<-, ·. ; ~·';,1\~·.:··.' ~ ·~·"'.:- On this i:l::2_ day of {O·d;;.r , 1984, before me, a Notary Public in and for the State of Washington, duly commissioned and swarn, personally appeared S. MCLAIN DAVIS, personal representative of the Washington estate of KATHLEEN ROSELLE, deceased, and who execute~ the within and foregoing instrument, and acknowledged the said instrument to be his/her free and voluntary act and deed, as administrator, for the uses 141d purposes therein mentioned. ···"'."to,. WITNESS iny) hand and official seal the day and year in this certiticate above written. R. u, 1. 0,Jl4J(T liashington, residing at ••• s.._·.._,Yu;.ttu.fx,; _____ _ { • D!<AI.IFIELD EASE11ENT THIS AGREEMENT made and entered into this j_:/:_ day of Februar}'• 1977, by and bet_..,, ROY B. ANDFRSOY dDd -~'!ET D. ANDERSON, his wife, hereinafter referred to aa "Anderson'', referred to as "Jones", IHTNESSETII: WHEREAS, Anderson is the owner of the following described real estate situated in Kir:.g County, Washington: PARCEL "A": Th·> West 201 f.eet of the Southwest 1/4 of the Southwest 1/4 of Section 24, Township 23 North, Range 5 East, N.M. PARCEL 11 8": Beginning at the Northwest corner of the Southwest 1/4 of the Southwest 1/4 of Section 24, Township 23 North, Range 5 East, W.H.r thence East along the North line of said southwest 1/4 of the Southwest 1/4 of Section 24, a distance of 201 feet: thence North to the Southerly right of way line of County Road: thence Northwesterly along the Southerly right of way line of said County Road to the !~est line of said Section 24; thence South along the West line thereof to the point of beginning; PARCEL "C": Conunencing at a point on the East boundary line of Section 23, Township 23 North, Range 5 East, W.M., which point is North 0°12'43" East 1398.72 feet from the Southeast corner of said Section 23 ~nd South 0°12'43" West 90.13 feet from the point of intenection of the above described East boundary line of said Section 23 and the center line of the tract and right of way of the Columbia and Puget Sound Railway; thence frorn this true point of beginning South 0°12 1 43 11 West 420.63 feet; thence North 81°35'17" West 295.04 feet: thence North 0'12'43" East 400 feet, more or less to a line concentric with and 90 feet (radial measurement) Southerly of the center line of the Columbia and Puget Sound Railway: thence Easterly along said concentric line 295 feet, more or less, to the point of beginning; FILED for fl~cord at Request <t, % Exc1sE TAX Nor REC':mEc ROBIERT• a, ANDIERION Kint Co. Rc.,)r,1 ~i~.si<m ATTO .. NIY• 4T L4W ~~ 111 WILL.IAM• A'lllrfUI IOUTM ~. o.ao:ir••• Du /, ..-'/, / ~•NTON. W•IHINCITON HOH .. ,_ ...... t... J.U. ..• O~jlUI)' (IOI) 1a•11eo ""--, and • • PARCEL "D": A portion of a port'~n of the Eant 1/2 of the Southeast 1/4 of Section 23, Town•~ip 23 North, Range 5 East, W.M., described as follows: Beginning on the easte1ly line of said subdivision at a point North 0°12°43" East 1398.72 feet fro~ the Southeast corner ~f said Section and South 0°12'43n West 90.13 feet from the intersection of said easterly line with center of tract and right of way of Colwnbia and Puget Sound Railway; thence South 0'12'43" West 420.63 feet; thenc• ~orth 81°35'17' West 295.04 feet to the true point of beginning~ thence North 0°12'43" Ea~t 265.00 feet: thence North 81'35'17" West 20,00 feet; thence South 0°12'43" West 265.00 feet; thence South 81'35°17' East 20.00 feet to the true point of beginning; WHEREAS, Jones is the owner of the following described real estate situated in King County, Wnshington: and That portion of the east half of the southeast quarter of Section 23, Township 23 North, Range 5 East, •.M. in Xing County, Washington, described as follows: Beginning on the easterly line of said subdivision at a point north 0' 12 '43" east 1398. 72 feet from the southeast corner of said section and south 0°12'43 11 west 90.13 feet from the intersection of said easterly line with the center line of tract and right of way of Columbia & Puget Sound Railway; thence south 0°12'43" west 420,63 feet, thence north 81°35°17" west 195.04 feet to the true point of beginning; thence north 81°35tl7" west 353.00 feet; thence north 0°12°43" east 384.52 feet, thence easterly on a 0°28' curve to the left through an angle of 2°12'28" an arc distance of 350.00 feet; thence southerly to the true point of beginning, EXCEPT the east 100 feet thereof; and EXCEPT that portion of the east half of the southeast quarter of section 23, township 23 north, range 5 east, W,M. in King County, Washington, described as fnllows: Beginning on the easterly line of said subdivision at a point north 0°12'43" east 13,8.72 feet from the southeast corner of said section and south 0"12 1 43" west 90.13 feet from she inter•ection of .aid easterly line with the center tract and right of way of Columbia• Puget Sound Railway, thence south 0°12'43" west 420.63 feet: thence north 81°35'17" west 295.04 feet to the true point of beginning; thence north 0'12'43" east 265.00 feet; thence north 81°35'17'' west 20.00 feet; thence south 0°12 1 43 11 '"est 265.00 feet; thence south 81°35'17" east 20.00 feet to the tr"e pcint of beginning, and EXCEPT portion lying within Primary State Kighway 5. ROl!'IIRT9 6 AND1r,f90N ATTOlltNl:Ye AT LAW tll WJl,l,IAIH ""'"u• IOVTM "· o. ao:ic41, Rl:NTON, WA.IHJNQTON •Iola (2Qlit 11 .. IIIIO Page 2 • • "~EREAS, Anderson presently ha~ a need for additional land in order to construct, ~aintain and repair a drywell or additional drainfield fo~ septic tanks presently located on the Anderson property and the Jones are willing to grant to Anderson an easement on a portion of their property for this purpose provided that said easement shall be conditional and sh~ll terminate when a public sewer system is installed and available to Anderson for hookup. NOW, THEREFORE, it is herehy AGREED by and between the parties and for their respective executors, successors and assigns as follows: 1. Jones does hereby grant, convey and quit claim to Anderson, their heirs, successors and assigns, an easement for a drywell and/or septic tank drainfield on the following described property: That portion of the East 1/2 of the Southeast l/4 of Section 23, Township 23 North, Range 5 East, !'1.M., described as follows: Beginning on the east~rly line of said subdivision at a point North 0'12'43" East 1398.72 feet from the southeast corner of said Section and south 0°12'43" West 90.13 feet from the intersection of said Easterly line with center of tract and right of way of Columbia and Puget Sound Railway; thence South 0'12'43" West 420.63 feet; thence North 81'35'17" Nest 295.04 feet; thence North 0°12'43" East 265.00 feet to the true point of beginning; thence North 81'35'17" West 20.00 feet; thence North 0'12'43" East to the southerly margin of P,S,H. No, S; thence easterly along said margin 20 feet, more or lees, to a point which bears North 0°12'43 01 East from the True Point of Beginning; thence South 0°12 1 43 11 West to the TRUE POINT OF BEGINNING, This easement includes the right to go upon said property for the purpose of constructing, maintaining and repairing said drywell or drainfield. 2. Th~ parties expressly agree that this easement shall continue in effect only ~ntil such time as Anderson has public sewers available to them for honkup. Page 3 IIOBl:IITI • ANDIIIION ATTO,rNu'• AT LA.W 111 Wll,.L,IAMSAYIHUS IDUTM "· o.aox••• lt&NTON, WAIHINCITON eooea 110•1 •••1110 ,. '· • • 3. In consideration for the granting of this easement, Anderson shall pay to Jones th~ sum of $100 per year for the use of said ~asement. 4. This 1greement and easement shall be appurtenant to and run with the land and be a benefit to Anderson, their heirs, EUCcessors and assigns. 5. ~nderson agrees that during the term of this agreement and easement that they will maintain the easement property in good order and will hold Jones hal"J!lless by reason of any darnages that may occur by reason of Anderson's use of said property. Upon the termination ~nd cancellation of this agreement and easement, Anderson shall return the easement property to its former condition and will execute and deliver to Jones a release and cancellation of this agreement and easement, IN WITNESS WHEREOF the parties have hereunto set their r.eals the day and year first above written. STATE OF WASHINGTON County of King ss -·--:.-J!.....C----~·':.-<..._,_ _______ _ On this day personally appeared before me ROY B. ANDERSON and IIAR•;ARET D. ANDERSON, E. REX JONES and LETHA C. JONES, to me known to be the individuals described in and who executed the within and foregoing instrument, and acknowledged t'1at they signed the same as their fr<te and voluntary act ...... and deed, for the uses and purpoaes therein.-mentio.ned .... ··. , I • ·,, GIVEN under my hand and officirl..,,,..e~l this / .\---~'1tt 'p:{. February, 1977. . '/ , Page 4 ,11/ ' ' f/4'· ,, ,; NO'fA!IY Wat.rt in and for th, ;. , · State ut Washington, reoidi~ · './ 11f>•~ti'J..'N11111t•ON , ,,.,, .. , ... ,.,, .. , .. ·· ATTOIIINIY• AT L.AW t11 WIL\.t••• •v••u• MUTH ~. O, IIOI •• 4 IIIINTOH, WAIHINOTOJril IIOII ,1011 •••••eo . , .... ' ;I' .. . ' ·1 ·"' ; . ! . \. •• 41; l:ll[D 10· (\" • ., .,, n°·t1e·t I ; ~ ~ I • , , .. . , (,: ~ .,,l1 -.} 0 '""""-.... ---, ,·-;' Mame .... /:),:':d-:1:5 ::.1--4~;f/ 111<jr~./.Q~. c/2.cJ c i /, Y. c. (' f'--r K_u.L'i.11!..\. --liL. '--q~A!!!F?fJ.Jl. E.\S[ME::, THIS AGR[[MENT made anc entered into • I F 1982, by and between DEAN W. BITNEY and ROBERT E. MC CORM!CK, hereinafter referred to as "81tney/McCormick", and LETHA C. JONfS, hereinafter referred to as 11 Jones". WITNESSETH: 82/12/30 RECD F CASHSL i0521 €,,00 1to+i,1utt6.QO 22 WHEREAS, Bitney/McCormlck presantly has need for additional la,,d in order to construct, maintain and repair a drywell or additional dra1nfield for septic tanks presently located on the Oitney/McConnick property and the Jones' are willing to grant to Bitney/McCormick an easement on a portion of their property for this purpose provided that said easement shall be conditional and shall terminate when a public sewer system Is Installed and available to Bltney/McConn1ck for hookup, NOW, TMEREFORE, it is hereby AGREED by and between the parties and for their respective executors. successors and assigns as follows: 1. Jones does hereby ;.rant, convey and quit claim to Bitney/ McCr""1111ck. their heirs. ~uccessors and assigns, an easement for a dry- well and/or septic tank dralnfield on the following described property: That portion of the East 1/2 of the Southeast 1/4 of Section 23, Township 23 North, Range 5 East, W.M., described as follows: Beginning on the Easterly line of said subdivision at a point North 0°12' 43" East 1398. 72 feet from the Southeast corner of said Section and South 0°12'43" West 90.13 feet from the intersection of said Easterly line wtth center of tract and right of way of Columbia and Puget Sound Ratlway; thence South 0'12'43" West 420.63 feet; thence North 81°35'17' West 295,04 feet: thence North 0'12'43" tut 265.00 feet to the True Point of Beginning; thence North 81°35' 17" West 175.00 feet: thence North 0°12'43" East to the Southerly margin of P.S.H. No. 5; thonce Easterly along said margin 175.00 feet, more or less, to a point which bears North 0°12'43" fast from the True Point of Beginning; thence South 0°12'43" West to the True Point of Beginning. This easement includes the right to go upon said property for the purpose of constructing, maintaining and repairing said drywell or dralnlield. 2. The parties expressly agree that this easement shall continue tn effect only until such ttme as Bftney/McCormick has public sewers available to them for hookup, or until sale of subject property and land tn dratnf1eld easement area Is required for building purposes by new owners. Upon receiving 120 day notice, Bitney/McCormlck agree to cancel said easement In the event existing drainfteld cannot be modified or moved to permit construction over existing easement. Bitney/NcConn1ck .agree to pay •"¥ and all legal fees incurred throuoh br,,,eh o1 thh •0 --··• . '!. >'i'· }«{~~ E :>:i;/}}jt){i fj J') 0 0 M 5 ro • • p ;. ' I F IPQ 44! J . ( \. WHE 0 ~AS, Jones is the owner of the following Jescribed real estate situated in King County, Wa.shington over which the ''ave described ·asement 1~ a portion of: That portion of the East half of the Southeast 4u•rter of Section 23, Township 23 North, Range 5 East, W.M. in King County, Washington, described as follows: Beginning on the Easterly line of said subdivision at a point North ~·i2'43" East 1398.72 feet from the Southeast corner of u1d Section and South 0°12'43" West 90.13 feet fr,m the intersection of said Easterly line with the cent•r 1 ine of Tr•ct and right of wa1. of Columbia & Puget St·und Railway: thence South 0°12'43' West 420.63 feet; thence North 81'35'17" West 195.04 feet to the true point of beginniqg· thence .North 81°35' 17" West 353.00 feet: thence North 0°1~'43" East 384.52 feet: thence Easterly on a 0°28' curve to the left through an angle of 2°32'28" an arc distae~e of 350.00 fe@t: thence Southerly to the True Point of Beg,nning, EXCEPT the East 100 feet thereof; and EXCEPT that portion of the East half of the Souther.st Quarter of Section 23, Township 23 North, Range 5 East, W.M. in King County, Washington, described as follows: Beginning on the Easterly line of said subdivision at a point North 0°12'43" East 1398.72 feet from the Southeast comer of said Section and South 0'12'43" West 90.13 feet from the intersection of said Easterly lfr,, with the center tract and right of way of Columbia & Puget Sound Railway: thence South 0'12'43" West 420.63 feet; thence North 81°35'17" Nest 295.04 feet to the True Point of Beginning; thence North 0° 12'43" East 265.00 feet; thence North 81°35'17" West 20.00 faet; thence South 0'12'43' West 265.00 feet: thence South 81' 35'17"' t 20.00 feet to the True Potnt of •0 gtn":ng: and EXCEPT p~: tion lying within Primary State Hi9n~a:, 5. 3. In consideration for the granting of this easement, Bitney/ McCormick shall pay to the Jones the sun of $400.00 per year for the use of said easement. 4. Thts agreement and easement si,all be appurtenant to and run with the land and be a benefit to Bitney/McCormick, their heirs, successors and assigns. 5. Bitney/McCormick agrees that during the term of this agree- ment and easement that they will maintain the easement property in good order and will hold Jones harmless by reason of any damages that may occur by reason of Hitney/McCormick's use of said property. Upon the termination and cancellation of this agreement and easement, Bitney/McConnick shall return the easement property to its former condition and will execute and deliver t.o Jones a release and cancellation of this agreement and easement. IN WITNESS WHEREOF, the parties have hereunto set their seals the day and year first above written:/!~ '? ,, J, I b,~f £{:"_ 2. : a / -..< . I ·-~-:;:; • • • a a • /·STATE OF WASHINGTON. \ LJ I " Coun1y of (\. : ; ~ri v I I (, -On this dily ecnon~lly appeared before me ,_, ~ ~ -, _ -~.Io t'l".' -\ (7,·,r/ .C:u,,,, l,\.) i-:!:eJ,, '·I to rr:c known to be· thl' indiv1du.1I S described in o1nd who uecu1ed lhe within and fore1oin1 ins1ru"1tnr, and aclr.nowlcd1er1 lhat <//1 /, ,11ncd the: ~me .u t/ /1.,.; r free and voluntary ict and deed. for 1he uies and purposu lhc1 et mentioned. ; !5 ; J ,./_)r (' ""' b o . 19 '€" :.1._ .r-' 1/) .'VOJ • ~l!J'~~,[?"' the Srotr of 1,:ash w1011 GIVEN under m~· hand ;1nd offkial se:11 rhis ._:> 3 day of ~ "' 0 STATE OF WASHINGTON. } "· Co •oly or On this day person.illy app('arcd before me ~1. "'"'J,.,,-~... --' / l ~ .. ·°,1-'~s• ~t .. <o"t ·· ~ :'o~ ,;.OT At?>-~.:,•. i f : <..i VI: l § • ' I• . J • l \~·-::7..., Puauc .,,~; ~I \~·-:? 15 \,··~<:::,l "\.."I' •••.••• : .• •\.,r:.:,,,, ,2[ WAS'r-')1 ,..,,.,.,n,.,pi< 0. lo rr.e. known to. br· thl.' individual d!scri~d in iind. \Who cx.ecured the w1thin and rore1oin1 B ' .. in,1rurnen1, 1nd acknowlcdaed thar sianed 1hi= same II Cree and voluntary ai:t and detd, for tht uses and purposes therein mentioned. GIVEN under my hand and official ~al this day or • 19 .Vat1Jr,, l'ub/i(' in ,md fo, tht Stdtt of li'iuhi11gto11 rf'sidi;,g IJI Re~u, n.. <>Jo ~ J:;;'...;,, P k _,,.() ( <,/'1 _j_. J 1 ('_ _ /08 Foc~/01 1 :-:Jc-~ No p.,,"'-Jo11. (_ () "--Ci'c os 5- ...... __ _ ---·------··-·-.. --- ,. 9236 a 1• . • f ' I,, L -·,---v----·--------·-----,. .... , ... ,,..S-"'ID•••••,•.--.... 5 -. :-':if~,i;;6)5:.;i~ i' ' ' I , ,,, / -t.:~ieft1i~X1, _, -~<;f.~:$~.~~1' :;;,1..-:·~~1; _: · ~-~·~;~ ~·-t~1i1~; ~1-~l._j··~~~-"'~~~ · .. t~~ti~~ .. ?i~i;~r{ f:;,:'·:~h;.c~ / ...• , .t --··---"""--""' ............ -.~~. : ~,~;t.,.~ ~~~~'.\'., .:~~~ • '''>.!' .; .~':;,.~ ..! d.i ,· ,:, ...... ' \~:'-.,. -~.:~ .:,.' ADDENDUM TO ORAINF!ELD EASEMENT The undersigned hereby agree that upon acceptance of the lease agreement dated the _E~day of December 1982, between the undersigned parties hereto, Bitney/McCormick will at their own expense fence the entire west side of Valley View Mobile Horne Park with a five foot chain link fence within four months from the date of acceptance of safd lease agreement. L£~.:.!_d4 _______ _ Dean 1,. 8 itney t?' :1~1. ---------rmick v ; c·." c.:)Wvt<,.,, ~ --::-1-~,,t .... ..:..... Letha C. Jones I. ... • ,·,:e; ... <t·,·,, .... "' fllf :.·-i.:,,.;.,.: ,; I :;iil·f!';;~~i:it l ' 'J{f,i:!, : ·#: .ff,; .'_,;l~.~·t, > i~)~~~~ ><:"!';;.l~-.-,,-:, '-:" :Jr-§ I;-~; ... :,. ' ~ . :'..~~, ,: :~,,:·~~--;:t ' ' ~.i,. ,., ... ~-~' "~t~)f-~~::,.: .. :; il"?i~':"'·~-i:.•,::'.~· ~~-,; . .:.8:'."r>trfi.: ,. rtr~~i~zi /!:,ti ,j{~ • • DAAINAGE EASEMENT Tract A Common Property Type lI THIS INDENTORE made this ;<1-r'.,~ day ot A_,J(·1 ·sr , 19 f'c:?, between hereinafter called the GRAtlTOR, and King County, Washington, a political sub-division of the State of Washington, hereinafter called the GP.ANTEE: WITNESS ETH: The said GP.ANTOR for and in consideration of Mutu~l Bennefits and other valuable considerations, receipt whereof is hereby acknowledged, do Cy these presents grant unto the said GRANTEE, its successors and assigns, a right of way easement for a drainage ss~v~s~t~ewrnl....--,,--~~~,---~.,..-- over, through and under the property herein described, situated in King county, Washington, being more particularly described as follows: Tract A of Valley Faire II, lying· in the SEl/4 of Sec 23 and the NEl/4 of Sec 26, T23N, RSE, w.K, in King County, Washington as shown on the plat thereof redorded in volume lJl of plats, pages 39 through 43 in records of King County Easement: Beginning at the NE corner of said section 26, Thence running S2-23-l6W, along the Easterly line cf said section, 739.84 feet: to the Northerly boundary of the B.P.A, Right of Way, thence N77-5S-24W, along said Northerly boundary, 241.79 feet to the True Point of Begining and the centerline of the within described 40 foot wide drainage easement: thence NJ1-22-02w, 293.32 feet; thence N30-S4-26W, 218.28 feet; thence Nll-43-34W, 256.79 feet: thence N4-SO-JJW, 288.69 feet: thence Nl9-55-4411, 230.10 feet: thence N4-40-5911, 216,92 feet, thence N43-49-04W, 338 .39 feet; thence N7-05-JSW, 46.2 feet , more or less to the Northerly boundary of said plat and the end of easement. Said casement and right of way is for the following purposes: To construct and maintain a drainage system including pipes, catch basins, man holes, and other appurtenances as required for stabilizing a ravine and reducing erosion. Said GRAHTEE, its successors and assigns, shall have the right at such time as may be necessary, tc enter upon said property for the purpose of constructing, reconstructing, maintaining and repairing said drainage system IN WITNESS WHEREOF said GRANTOR has hereunto set his hand and seal the day and year first above written. ~ 6),/!,. EXCISE TAX NOT ktal,Wii~E:0 c7 d. ~Rfk...,t,.:t: I/OIi !(!rig Co.llecallls lhlllon ~ Vrr/o , t:,;,i._1 . °'PIii' (\ STl,TE OF WASHINGTON ss COUNTY OF KING GRANTDR on this day personally appeared before me ~::Z 'i:i. 'i;:\,.,.q.,\ and to mEI known tir be the indiviQuals described in and who executed the within and foregoing instrument, and acknowledged that they signed the same as their free and voluntary act and deea, for the uses and purposes therein mentioned. Give~, .. ~,::.: •. :Y hand and official seal t.his ~ da\of _'!rl~-.:..~ , 19c;:,. ,., ,:, ~-lcv,. a. ~l. ~ .. .., /'};.<::;.:·;~~:\ ~~~=Qe~;~~~t~~~ ~~~i~~~g at ~ : ~ ,~nT.11,?y ~: ~ ----~?!..,:,c,"::~=""~---------:-. . ~ \~~:ll~I;:ir?·0-;/ l ' ' ·-· r 11l I'll • • • • / '> ... : ·tc.. ~-:,.~. EASEMENT Stale Route 169, Cedar Grove Parle. Vicinily to Maplewood OolfCourao Vicinity The Granton, AGNES M. QUACKENBUSH, 11 her scpamc cslate, and ROBERT E. McCORMICK, an unmarried penon on aml since June 23, 1977, as his ,cpanle Clllle, tbr and in coll!idcratioo ofTEN AND N0/100 ($10.00) DOLLARS, and ether valuable COJllideration, convey and lYIIIIBDt unto the STATE OF WASBINGTON and ill msm. an eucment over, under, upon and acrop the hercinaflor dcacnoed widJ for the purpose of construcling, imteJling. ar,d maintaining a drainage system. Said larnls being situated in Kins County, Slate ofWuhington, and d....;bed as follows: Sec Exhibit A attached hereto Ind made a part hereof The undetSigned herein conscntJ to the payment of any coooideralion for the laodl being herein released directly to Robert B. McConnick his heirs, successo,y or auigns. It is undemood and aareed that delivery of this Easement ls hereby tendered 111d -the terms and obligations hereof ,hall not become binding upon the State ofWuhfflatoa unlesa and until accepted and approved hereon in writing fur the State ofWubinglon, Depanment of Transpomlion by itJ Director of Real Estate Savi= / Dakd 02c , 19/Y Accepted and Approved: JOACHIMPESTINGBR, Director, Real Estate S<MCeS Date: ---"<'c;.,.J../..,_2~c.._.lL..Lii.i.'.? __ ' 7 !)/J!?i'Jr .McCormick EXCISE TAX NOT REQUIRED K>,gCO.-- Boi~ C.p,Ar FA No. F-169 () Pan:el No. 1-13866 PB8• I or 4 pases LIZ.I - j i fl i 8 ill i I i ~ !ii ~ I ,! ,,. / • • • • /, EASEMENT STATE OJI WASHINGTON ) :ss. County of K rl\!l ) ,-71' J., """""'j, 1 H .3 On thir;-J 5 ~ day of • before me personally appeared AGNES M. QUACKENBUSH to m to be the individual described In and who exea,ted the forogoing instrument, and ac edged that she signed lhe same as her fi'ee Bild voluntary act and deed, for the uses and purposes therein mcalioned. GIVEN under my lwld and official seal tho day and year la!t above wtinen. STATE OJI WASHINGTON County of ) : S.S. ) On tlu ?.If -d. day of~,14'¢ (9!i1,,,/ore me penqna!Jy appeared ROBERTE .. McCORMICK to me ~o be individual descnbed in and who exea,ted the foregoing instnmtom, and aclmowl ed lhat he srgned the same u his Ii= and voluntary act and deed. for the uses and purposes therein mentioned. GIVEN under my lwld and ofticial seal the clay and year last abovo written. Mm/--&.~7C" in and for the ·~· Raidingat ~ My Appo" expires h ti;:'. F~ F-169() Partd No. 1-13866 Pas• 2 of 4 pages ·-I I "'· .. • .. , : ... _,_· ·.:>.,...,;. ":1:.:-.n ·~ . ' . ."YIJ]n· ~'1 ·. '.j • • • • - I EXHIBITA All lhat portion of tho hcreinaflcr deocn1Jc:d TRAcr •r lyiJlg northeriy of a lino besiJming 81 a point opposite Highway Engineer's Sla!ion (hereinafter refemd to as HES) 33o+<IO on the SR 169 5WVOYtineofSR 169, Cedar Grove ParltVicinitytoMap!e,vood Golf'Cowso Vicinity, and 99.07 l"eet southerly therefrcm; thence southerly to a point opposite said HES 330+-00 L'ld 119.07 fc<t soulherly therefrom; thence westerly parallel wilb said survey line 500 feet to a point and !be end ofthis lille demp1ion. TRACT "X" Parcel "A" The west 201 feet of the southwat quarter of the southwat quarter of Scetion 24, Township 23 North, Range 5 East, W .M., in King Cowlty, Washington. Parcel 'B" Cormncncina at a point on the east boundary line ofSeclion 23, Township 23 North, ~s East, W.M., in King County, Waslington, wllich point is North 0012'43" East 1398. 72 feet &om the southeast comer of said Section 23 and South 0"12'43" West 90.13 feet from the point ofintencction of the above described east boundary line of said Section 23 and the center tine oflhc Inlet and right of way of the Columbia and Puget Sound Railway; thence from this True Point of Beginning South 0°12'43" West 420.63 feet; thence North 81°35'1 ?" West 29S.04 feet; thence North 0012'43' East 400 feet, more or less, to a line concentric with and 90 feet (radial measurement) southerly of the ceoter line of tho Columbia and Puget Sound Railway; thence easterly Blong said conc<ntric line 295 feet, more or less, to tho point of beginning; EXCEPT any portion theroof wbid! lies nonhedy of tho southerly margill of Southeast Renton-Maple Valley Highway (P.S.H. No. 2) as established by deed recorded under Recording Number 1S4SS08. Page 3 of 4 P"!!OS FA No. F-169 () Parcel No. 1-13866 :.. , ; ' '· / ,, ,. •• ·,,L-... · '· , - • f Parcel •c" • • EASEMENT EXHIBITA (continued) • I A ponion of the wt half of the southeast quarter of Section 23, Township 23 Nonh, Range S East, W .M, in King County, Washington, described as follows: COllllllCIICing on the easterly line of said subdivision at a point North O' 12'43 • l!asl 1398.72 feat ftom the aoutheast comer of said Seclion and South 0"12'32' West 90. 13 feet from the inlenection ofaaid euterly line with een:er of Inlet and right of way of Columl>ia and Puget Sound Railway. thence South 0"12'43' West 420.63 feat; lhencc North 81 '35'17' Wost 295.00 feet to tho Truo PoiJlt of Beginning; thence North 0"12'43' East 26S.OO feat; theoce North 81'35'17' West 20.00 feet; theoce Soulb 0"12'43' West 265 feet; theoce South 81'3S'lr East 20.00 feet to the True Point ofllesinniDS The lands herein do,cribed conwn an area of0.06 acres, more or Joss, the specific details concemlng all of which are to be found in that cenain map of ddlnite location now of record and on ftle in the office of the Secretary ofTransportation at Olympia, and bearing date of approwl Janumy 21, 1986, revi.'led Man:h 6, 1992. It is understood and ll8fCed that the State ofWuhiogton will reconsuuct the existing road approach on the southerly side of said highway at or near Highway Engin='s Station 33o+S6.56; which APPROACH shall be maintained between the right of way line nnd the shoulder line of said highway by the grant on, their heirs, successors or wigns. The grant ors herein further grant to the State ofWa,l,ington, or its agent!, the right to enter upon the gnu,tors' remaining land:, where mcesswy to reconstruct said road approach and to tunnel and pJaee culverts for said drainage easement Date, ... 1_-'1f-/"'-:2..i.,s-f--,b,e...,._3 __ _ r r 7 Page 4 of 4 pages £).L. FA No. F-169 () Parcel No. 1-13866 / • '·, ~ = .• ' lit ·. ; : .... ·.-=-= • -~ 0) 8 i &EoC..oeoa, To et:e.escr i:2.1P. 1· l)oc..l..)f'I\WI St+o....J 1r-l<.1 "8)(.1+1e,rr~· . ~-".(" ORIG!NALf ., EASEMENT See attached Exhibit "A" • ..... ..., ll strip of land ten (10) feet in vidth, lymg vitllin tbe allove de•cribed Property, described as follows: The North tell (10) feet, lying parallel with and adjoining State Route 169 (Maple Valley Bighvay). 1 • ...,,_ GialllM 111d havo 111, riglll ID-. _.., mainlUI, •Pol< JWP1aco and orlllrgo an, or-,, lloctrlc ___ .... avorondlorundorthallghkit.\'iayll>golhorwlllll-.ury .,.........,_.~...,_u,o,..,,_morlodla'ebuloro,walmlodlalhe~ a._,_ ---rowllhao.......,_9UY1ondonollara,--ond-.. ,o;"""""""" ond olgllol lnoo;- b. Und,rglOUIIII -Und_.nd -collloo, nulll. .. ..,,..,.., ...-, ond oa,w1o,,_...,HJculodarp,nd..--..1111C1111pacb,_ond_ Folowkllllholnllol-af b ll<iidoo,-moy lromtllno lo ____ _ ond-f-u • ..., roquh. 2. Acau, Gruloo lholl hon 11\0 llaht al -ID lho Rlght-d-WOf -ond -Ibo l'._iy ID onabloGdnlNID-ilo righls_,.,.,._,ll\ll~wl--loranydamagolo lho Pn,po,1yc:auud !Ir lho-al oald righlaf - • 3. Cutting al 1'IN& GtnN 1hll'I hava 1he right ID c:u1 or 111m llt'f and all bNlh or 11H1 srandlng or giowin;upoo lho RIQhtd-Way, ond oloalho righllDmarlllm any-upanlho P""*" wt,lcli, lnfal!ng,eould In 6-loo'l-.judgin""" be o 11cM11oGranren lacillloo. : f .. ii ... ' 4. Gnnta<'o UM of Rlglll-ol•Way, Gno-,.,...,.. tho right 10 uoo lho lllpht.af.Way lar any _. not .....,,!atom wilh 1110 rigl\ll he<oln gtalllod, pa,ldod, lbat Gronla< •hall nal consuuc, or mlknlo any bulfdlngor-Sfll>:lllroon tho ~d-Wor ond-oholl do no blaffngtrilbfn 30D IN1af~laciitlo1 "111>014-'lpriar-..... nt. 'f s. lnclofflnltf. ey-onc1 -.ling 1h1s ouom..._ --ID lncltmrily ond hold hannrou Gr>nlo< IICIII uy ond 1111 c:lalms fo• inj,Jrlos -·---!Ir any -n, wtlch moy be c:auood br tho Gtuton -a1111o righto '*"1:1 grsntod:p10Yldld. lhat-,11111 na1 be _.,.a,1o., _,,,any Injuries ___ .,any_ cou,odby -.. -.. -· R3385 -Pa;of9 KJ.A0001 E1S47449 i2/i4/i99S 25DD.OO -- J I '; i ' t r • • • • "" of ,..._"\,. .. 1.-'l!holilll*hnln~----lifflou--to-1110 ;' Rlghl-c,I.\Voy 1or apododatMlla (SJ-,-. ln-.tildl -11111 ____ 11 lfsllM ~rthllllWlltlo-,pomdod,lhllno--ba-.,--i.,,-,1.--~!ollln., ~-lo-onll!ORIGIHI-W1Y-....,por1oc1o1-11oo1111o--· T. SU aod ~ The rlala ond Clbllg-d 0,o por11oo wll lnuro., ll!O bonoll ol llld ba b{nding upon htlr I $ 0 ... 11 T mid' 11191'- DAlS) dlio q llloy ol IV"%, /,r. , 11193. ~~d.- 11'.r _________ _ ' 1ss ) GIVEH onlormr_ond_Nlllllil •• !l' .,:; ..... ;:: ... ....,.. ... ~·. •' ''! .;• •::•, . .•.,,,,,.: ~ . . ... ,,r .• ·:..-.:.: • .:.:: .... _,,:.,.· -. ··.:.-,:··. -.i: ·•· ., .. ,r, .. i ••• •.r •• . •• • • ·.,.1:1,-:-:--.: --:"..: "J, • · .; ·,:-~ ·r .;--. · .,_,,.~ >·-··· ,-.c rt "'! .1·: ·:· ........ -~~ 1"":"-., • .• . -.. -; ,;, ; C'II'::: • :•-. :-,,. ;;.l ,.;,.-=!,.; "·; .' : ·-:-·. ·: J.. :~ .. ·.r.~'.-.. ~-.;-:.··1.· . ___ . . ··: ;··· .-.• I .-. •: ,;,·, ., ~-· .. -..:\_ .. ; -:,,i,,~~-f..':,·· . ·-.,...~r .. ~ !''. • I •-· ' • / - = -r.:\ 1 I • • " . ., ' {11 ., I \~ \\ · 9208184 Parcel 9 KJ-ACOOl 235.95 MCCORMICK -K: as --0 ~ • ~--• • • EXHIBIT "A' JIARru ;.: !be Host ZOl fcot e1f tho southwost qiaorrar or the: S0ttthwost quarttr o Section Z4, ToVt\jhip Jl North, Ran:~ S !~st, W.H., PARC!t. D: n:cc1n11t.nr n tho Harth111etst ,contC:r of Lho l=auchwo;rt qua.rtor of th• S011t11,wost quutn of SccdOA Z4 1 Tovn:rhlp 2:J Horth. bn10 5 l!'Ut, li.H.; dumce Hart1' 11IOJ11 Scctloll Uao lictMI\ 5actlons :U ~cl U, 1Ct6 !Ht, anc e1r lctSs, to eounty Rud: 't.honcc 1n II Sou.t1Ur111torly direction a1on1 Cotmty Road 2a1 teot, aore or ton: • t?IC!ACCt .Sou,:h lGl feet, aon or lass, to tho North lina of HJ.4. S0uth110,c ~ortar of tllo Southwest quortar; lhdnco ltost oto~ sdd Uno ZOl toot, •oro 01' 1cu, to tb111 pebt DI bacinnt.a.c, PAIC:EL C: Coa:aoacbs n & poiln: on 1:ha Eau boudorr 1.ta• ot .Sect1aa U: Town:,111.P Zl Jfortb, U.Uto S last, lf'.H,, ,,lllch ~int t.s ffcwth O u•,:sn Base 1 t:Saa. 7.t ftn. t:ru ch• souUoan con.or at HJd Section n ••4 Sou~ u•12 1 0" Ven ,o.u faoc IN• tile point al 1Dter111ctiofl of Ult lltovo dcracdHd !An. 'lurana&17 liM 0£ ,ald Section ZJ ud tlae center Un.e of tho tr11et Md riJbt of Vl'f ~f tho Colllllbl= and. P1:1cot Sowlil bUvay: . tbnc:e fna Ibis tnao 1a-Lnc of b111nnln, Sooth o•u 1 U 11 lfut ,!!i)~di.J fHt; lh.1.aee Nordli 11•n•1711 Wen HS.04 £1111&; tlloac:1 x,ru. 0•12•,u 11 hst oa fo.t, aara o:r lou, to • lln• · concoa.ttlc with anf. H fH'C (radial •011unaoat) Saut/'lnlr of tho ~ttr lln• of U.O Ctlaut.a and. Pu11t Solaad 1bll1t1Yr ~• lbu:arl.7 al-oa1 :11.U coiu:antric 11•• HS feet, aon or 1HI, h . CU poiJr: of bal1M1ng:. ' PA1'.CltL D: A pordcm of a pordon of u, Ian ball rt! tl&e sou'fflt1;n ~urcn of Sactioa. ll, Tovn.aM.p ·U Jtorth, Ala&a .S laH, IMI., de•et"!lid •r follott.s:: hflsmb,t on di• !.a:stn-ly tho of 111' 111,d.1Yl1J.on at a ~t North a• 2,,4311 1&11 1,Jll.71 fHt: fl'OIII the Sfft.heuc canter o'f .said S.ction an4 $oath o•u·,~" Wiut H.13 foot tru tho Jntor1ec::Utn of .. 1d lhtU'lY lJ:Do vlth. cuu.r of crai.c and da!at af war of Coluab!• •ad lur•t Sound lailW&f; Cease• Sona. 0-lZ'Oi" Wert oo.u ten; CJltnce lfort.h 11•3.5,17• lf'en HJ.04 ltot 10 ~· 'true poJnt of b11J.nn£n•; • £Maco Hortlli 1•u•4:s" hn HS .oo !an: c.11.nco Herth 11•Js•11• Wo!t 20.00 f11c: tht-nc:o Soa.da 0•1z 1•S" wan ZHwDG fott: Uenco South 1t•JS•U11 Ban zo.ao fHTi co tho t.n11 po1At at l.cttinn.lftl. '•n;c1 r l L .··c-25xlD/ -· _,,. ...._. C) = = ..... • Return Name and Address AT&T Broadband ATTN: Cynthia Valentine 4020 Auburn Way N Auburn, WA 98002 Please pnnl or type mformatron Document Title(s) • ' 1 Memorandwn of Easement-Valley View Mobile Home Park 2 3 Grantor(s) I Robert E McComuck 2 3 Grantee(s) I. TCI Cablevmon of Washington, Inc 2 3 Legal Description (abbreV1ated 1 e lot, block, plat OR section, township, range, qtr) SE V., S23 T23N ROSE (] Add1t1onal legal 1s on page 4 of document Reference Number(s) (Auditor File Numbers) of Documents assigned or released 0 Add1t1onal numbers on page ofdocwnent Assessor's Property Tax ParceUAccount Number EXCISE TAX NOT. ~ ·- 2323059029 ~?~~ 0 Property Tax Parcel ID ts not yet assigned I G Add1t1onal parcel numbers on page of document The Auditor/Recorder will rely on the mformation proV1ded on the form The staff Will not read the document to venfy the accuracy or completeness of the mdexing mfonnatlon • • RECORDING REQUESTED BY AND WHEN RECORDED RETURN TO: Attn: Business Services Group AT&T Broadband 3119 S Center Street Tacoma, WA 98409 (253) 383-3961 l;ghlblt B MEMORANDUM OF EASEMENT Property Owner Robert E McComuck Address City, State, Zip Contact Person Telephone 1 Telephone2 Fax 191 Map1ewav Road Selah, WA 98942 Complex Nam. Valley v-Mobile Homo Part< Address City, Slate, Zip Comlct Pem,n Telephone 1 Telephone2 Fax 16405 SE Maple Valey Hwy Renton, WA 98058 This MEMORANDUM OF EASEMENT 1s to provide pubhc notice that, for and 1n cons1derat1on of the mutual covenants made by the parties hereto, and other good and valuable conSKferatJon, the receipt and sufficiency of which are hereby acknowledged, Robert E McCorm1ck, on behaW or 1tselr, ,ts successors and assigns, with an office at 191 Mapleway Road. Selah WA 98942 (hereinafter called "Grantor") has granted TCI Cablevision of Washington, Inc 1 With an office at 4020 Auburn Way N, Auburn, WA 98002 (heremafler m the aggregate called "Grantee'), and its successors and assigns, a non-excluSlve easement 1n gross, which easement runs with the land and 1s subiect to, and more partlC~larly defined 1n, the tenns of that certain MDU Broadband SeMCes Agreement dated 71 ;?,\ \ Dl (the "Agreemenr) between Grantor and Grantee The purpose of the easement 1s to permit Grantee and any entity which owns or controls, 1s owned or controlled by or 1s under common ownership or control with Grantee, and to which Grantee has assigned, sublet or apportioned any right granted rt under the Agreemerrt, to provide Serv1COS, as defined m the Agreemen~ and to permit Grantee and such affiliated enblles to operate and maintain the Fac1lrties, as defined 1n the Agreement, necessary to provide those Services, to, over and upon the property described on Exh1brt "A" attached to the Agreemen~ and all improvements therecn, together with the nghts of mgress, entry arid egress to and over the descnbed property, solely m accordance with, and as provided 1n, the Agreement The easement shall continue in effect for a fifteen ( 15) year term and shall automabcally renew for a three (3) month term unless otherwise terminated by the parties as set forth in the Agreement The easement and this memorandum shall terminate ninety (90) Extul'1t B • Memorandum of Easement -VatSIOll doled 5-1-00 1 of 2 -· ~-= = "" • • days after the expiration or earlier term1nabon of the Agreement No easement or other rights are created m Grantee, or given by Grantor, m this Memorandum of Easement, as this Memorandum of Easement 1s for nobfica!lon purposes only In the event of any confhct between the terms and condlttons of this Memorandum and the terms of the Agreement c1S between the parties, their successors and assigns, the Agreement shall control EXECUTED on this_;}/_ day of "J'4 (>, 'JO()( Owner: STATE OF COUNTY OF By Name TIiie Lt:0-.,,:i l c\.; ,;)t;:l 1 ------,-~'""-------> -~u~~'-'-':~~t~!~n~(~·La-____ l" • < (Pmt or type) ..,\ '\ l On this 'I day of '-(fl '-· '.:;) , , ;; C 1(' / • befor~ !"8, a Nota.rY Publ«: 1n and for the State of 1·,xv--. personanyappeared B( J,;,, if. 111 u, ,nil 1-< 1ome1cnowntobethe 1nd1Vldual descnbed in and who executed the within and foregomg mstrument, and acknowledged that he/she Signed the same as his/her free and voluntary act and deed for the uses and purposes therein menboned IN WITNESS WHEREOF, I have hereunto set my hand and oll'iaal seal the day and year first above wntteo My Comm1SS1on Expires _ _:_I ..:.J_'_l_'J_·C:._,_'~--- Exhibit B • Memorandum ot Easement-Version dated 5-1-00 2 of 2 = = "" • • MDU BROADBAND SERVICES AGREEMENT Exhibit A LEGAL DESCRIPTION OF PREMISES Property OWner Robert E MeCorrmck Address 191 Mapleway Road Crty, State, Zip Selah, WA 98942 Contact Person Telephone 1 Telephone2 Fax Complex Name. Valley View Mobile Home Park Address 16<105 SE Maple Valley Hwy Crty, State, Zip Renton, WA 98058 Contact Person Telephone1 Telephone2 Fax 114ofthe SE 1/4ofSecbon ~, Township 23N • Range~ • Parcel or Tax Account Number(s) ...:2~3~2~305~9029~=--------------- MetroScan Full Legal APN:232305 9029 ----------------------------------------------------------------------· STR 232305 TIIXLOT 29 POR OF SE 1/4 OF STR 23-23-5 G POR OF SW 1/4 OF 24-23-5 BEG AT SE 1/4 COR OF SD SEC 23 TH N ALGE LN THOF 974 23 FT TH N 81-35-17 W 548 04 FT TH N 00-12-43 E 364 50 FT TO SLY HGN OF ST RD 15 THE ALG SD MGN ON CRV TO LFT .RA0=13322,10 FT CTR BEARS N 04-45-18 E ARC DIST 744 24 FTC/A 03-12-03 TH S 00-12-43 W 1389 46 FT TH N 86-43-07 W 201 FT TO POB TGW N 50 FT OF E 350 FT OF TR A VALLEY FAIRE II PER KCLLA S92L0l94 APPROVED 12-09-92 MOU Broadband Set•,oces Agreement -GOE -v.....,. d-~U)O 1 of 1 ..... "" "' c:, = = --.... - • • RETURN ADDRESS: Puget Sound Energy, Inc. Attn: ROWl>tlpartment, 0BC-11N 411-108ffl Avenue NE • 1,,,,,,,, l'm,ffin .. .r:"" 23 eo Bellevue, WA 88004 kING COl»#TV, loii::.43 A Tm: M I.amping EASEMENT REFERENCE# GRANTOR MCCORMICK, ROBERT E GRANTEE. PUGET SOUND ENERGY, INC. ORIGINAL SHORT LEGAL SE 23-23.05 ASSESSOR'S PROPERTYTAXPARca· 23230s-&029 For and ., conSKlerabon of One Oollat ($1 DO) and othe< valuallle constderabOn ,n hand paid, ROBERT E. MCCORMICK, an unmamad psrson "" his nparata sstate ('Granto<" hore1n), ~ """""I'S and warrants to PUGET SOUNO ENERGY, INC. a WB1hlngton CorporebOn ('Grantee" hefe11), for lhe purpoaes t,molnaftor se1 forth, a -psrpstual easemant over, under, along, acrosa and 1hrough tho ~ delcnbed real prot)erty ("Proparly" heran) in KING County, Wash,ngton SEE ATTACHED EXHIBIT "A" Elcx:opt as -be olherMse sel fol1h h81811 -'I nghls shaU be ""8I01S8d upon that pon,on of the Property ('Easement 1"'88' herein) dascnbed as foUows 0:R Sc R\iRI .... fia\ lR .. ,. l:la 1R9 fegl ef 111.letil • 1818' SA H&R 1 i'II ef a 1 lE PRlil -no fa rt ae filar 11 TIIE EAST!RLV 5, FEET OF ll<I! Wffl!RLY 298.5 FEET OF TIii SOUTIERLY 5 F!l!T OF THI! NoRmimt.V 15 FEE1' Ofnll!AIIOVE OE9CRIIIO PRoParlY, Bafo A PORTION Of PARca C Of UJIIRECORDED K*O COUNTY LOT I.IN&. AoJu8lM&Nl NO. S921.0194. 1. Purpose. Granble shel hlMI the '9't to ainstruct, opsrabs, enlarge, and use the easement area for one or more utdlly systems for sale of gas and electnc,ty Such systems may rdude, but ore not lmlad II u .. dn9n,n11l faallllfa1 CieRWite, 1:Paa, 38Lllee 1 zrnwlll, fl 1'1h1 a.Ai' w,uf;r ere f.er eloeillell)•, p:pnt: ,,111 nu, pqa•a, lahr,,;la, en 8111•, Mtgwt;te• Ht t llru• fer 111, filtsr s,11a aN\e QR~ 1Uu1r l1A&81 caltln IPII fl11hllaa liar IIMMYAIIFI JAB; HMI iWflOiil er era lflil AlitllRhif fa&rl .S&i aqd ,:ii'B1 RIIIIMIIH, MIIOl!S; ...... RIUI ;Ate :iAd cry &Pel an lill'llf Jae1llll1t IF .,, .. ABnaraee RHliiO'ilF)' IF IIFII an,111 *8 an, er 811 eftho k lflHIRB FoMowtng the m1bal constructon of an or a portion of its aystems, Grantee may, from tune to tme, construct such addrtlOnat facdtlles as Jt may ~re for such systems Grantee shaft have lhe nght of aeceas to the Easement Area over and 80'0S$ the Property to enable Grantee to ,exercrse tts ngtm hefeUooef Grantee shell compensate Grantor for any damage to the Property caused by the exen:ase of such ngh1 of access bY Grantee 2. Easemsnt ANa Clearing and Maintenance Granble shall have the nghl to out. remove and d,spose of any and an blush, trees or other vegetal1on ,n the Eassment Area Granu,e shall a1SO haw the nght to control, on a contlrlJlng bes1S and bY any prudent and re-maans, the aslablishment and growth ot brush, was or olher vegotabOfl m the Eosement Ives 3. Trees Otltslde -...01 Ana, Grantee shaM haw the nght to cut, \Ml remo,'e and dlS]Xl5B of any trees localEd on the Property outside the Easement Area that could, " Grantee's BOie Judgment, mtorlere With or create a ha28rd to Grantee'• syslems Grantee shol, pnor to the exerase of such ngh~ Nlenbfy 9Ud! 1raoS and make a masonable eflotl to give Grantor pnor nobce that such trees v.,I\ be cut. tnmmed, removed or disposed oi (exceot that Grantee shall haw no obl1!lallon to Nlanbfy such tree9 or 9""' Grantor sucl'I pnor notice vmen tree9 ere out. tnmmed. removad or otherwise disposed of m respanse to emervency cond1t!ons) Granlor ehall be entiUes to no compeosabOn for trees cut, tnmrned, removed or disposed of excapt for the actual mart<et value of merchantable timber (d any) cut and removed from the Property by Grano>e otlNG Gas& 9eelrlcEasement11/1998 186007712 2305ED92 -.,.. ·- ' , • • .. 4. Grantofo Use of Eaoement Area. Clrantor _,.,.. Ille nghl to use V.. E..emonl Area fer any putpO" not inron918fent Wllh tho nghts heretn granted, provided, however, Grantor ahaU not conotruot or malotam any bu1kllnga, strucklt<ls or o+J\er o1:f>cta an lhe Eooement Area and ~ shall do no blasting Wllhn 300 feet al Grantee's faallbea without Grentae's pnar ""1tan cansent 5. -...ity. Grantee -to mderM,fy Grantor from and agmnat loabibty lnalrTed by Granlor .. a "'6Ult of Granlae's negllgenee '1 the -of the nghls horatn grantod to Granloe, but noll\,ng helein Shan requi,e Grantee to llldannly Grantor for that partJOn of any SllCh hablllty atlnbutabte to Ille nagl1gonoe of Granter or the naghgenoe of~ 8 Abaldonment. The r,ghta horom granted 9hatl oontmuo untd such ,me as Gmoe ceasas to 1158 Ille E:asement Area for a penod of tlv& (5) aucce1swe yeo,,, a, \Wloh event, !hos aosament shaH tarmtnata and all rfghta horaunder, and any improvement& remoin"9 ., tho Easemant Aroa, &hall ....rt to or a-"""'""" tho propel\)' of Granl<>r, p,<Mded, -.r, lhot no abandonment shall be deemed to have ac:cum,d by reason of Grantee's fallllre to irubalJy II\Olall lta systems an the Easement Area Wlthri any penoo ofbme from the data henlof 7. Succes1oto and Alalgns. Grantee shall have the nght to 8ISlllll, appomon or-.... transfer any or all of rta nghta, benefits, ~ anolng ., and under this easement. Wilh<>ul limltJng Ille = .:::;~~rrO"' of lhe pal1,ee •hal ,nura to lho -of and be binding upon DATED ttus_£_,~nc!. __ day of_.]J="'<"'t"",-"-"'.lr""-.:.· ---------~ 4t~./ E. MCCOIIMICK STATE OF WASl-lll'l«TON ) 1/,,,e>"\.cz. ) ss COUNTY~ ) ,.,,; On this L_day of /Jer, kt/ J.4' , 2002, before me, a Noisy Public m and far the State ofWaahngton, duly comm11S10ned and sworn, poraanally appO<Wad ROBERT E. MCCORMICK. to ma l<naWn to be Iha indrll<Sua~a) who 9llllCUfed V..-ln and foregoing 111trurnent, and acknowledged that he a,gned Iha same as hos fnlo and vot.-yact and deed fcrtho U991andlUl)Ole0111"11,M n,- r- d> .,, Q 0 c:> --.... ... .... ,o • c::> I ...... • • EXHIBIT "A' PARCEL A The west 201 feet of the southwest quarter of the southwest quarter of Section 24, Township 23 North, Ranges Bast, w M., in King County, Washington PARCEL B: Beginning at the northwest corner of the southwest quarter of the southwest quarter of section 24, Township 23 North, Range 5 East, WM, in King County, Washington; thence east along the north line of said southwest quarter of the southwest quarter of Section 24, a distance of 201 feet, thence north to the southerly right of w~ line of county road, thence northwesterly along the southerly right of way line of said county road to the west line of said Section 24, thence south along the, west line thereof to the point of beg1nn1.ng PARCEL C Convnencing at a point on the east boundary line of Section 23, ~ownsh1p 23 North, Range 5 East, W.H, 1n K1ng County, WasbJ.ngton, which point is north 0•12•43~ east 1398.72 feet from the southeast corner of said Section 23 and south 0°12r43n west 90 13 feet from the point of intersection of the above described east boundary line of said Section 23 and the center line of the tract and right of way of the Columbia and Puget Sound Ra1lway 1 thence frora. this TROE POINT or BEGINNING south 0°12'43" west 420 63 feet, thence north 81°35'17" west 295.04 feet, thence north 0°12'43~ east 400 feet, more or le$S, to a line CC1nccntric with and 90 feet (radial measurement) southerly of the center line of the Columbia and Puget Sound Railway, thence easterly along said concentric line 295 feee, tn0rc or less, to the point of beg1nn1ng, EXCEPT any portion thereof which lies northerly of the southerly ....argin of Southeast Renton-Maple Valley H~ghway (P.S H No 2) as established by deed recorded under Recording NwabeT 1S45508. PARCEL D A portion of a portion of the east half of the southeast quarter of Section 23, Township 23 North, Range 5 East, WM f in KLng County, Washington, described as follows Commencing on the ea•terly line of sa1d subd1v1s1on at a point north 0°12'43" east 1398. 72 feet from ttie southeast corner of s.aJ.d Secti.on and south 0°12 1 43" west 90.13 feet f~om. the intersection of said easterly line with center of tract and right of way of Columbia and Puget Sound Railway; thence south 0~12•43R west 420.63 feet; thence north 81°35'17" west 295.00 feet to the TR.U.E:: POINT OF BEGINNING; thence north 0~12•43• east 265.00 feet; thence north 81°35'17~ west 20.00 feet, thence south 0°12•43• west 26S feet; thence south 81°35'17R east 20 00 feet to the T~Ue POINT OF BEGINNING. • • EXHIBIT "A" (continued) PARCEL S That portion of the east half of the aoutbeast quarter of section 23, Township 23 North, Range S East, W.M., in King County, wasbJ. 0 ngton 1 descn.bed as follows Commencing on the easterly line of said subdivision at a point north 0•1i•43n easL, 1,398 72 feet from the southeast corner of said section and south 0°12'43" west, 90 13 feet from the intersection of said easterly line with the centerline of tract and right-of-way of Columbia and Puget Sound Railway, thence south 0•12•43n west, 420 63 feet; thence north 81°35'17n west, 195 04 feet to the TRUE POINT OF BEGINNING; thence north 81°35'17n west, 353 00 feet; thence north 0°12'4~~ east, 384.52 feet, thenee easterly on a 0°28'curve to the left through an angle of 2°32'28", an arc distance of 350 00 feet; thence southerly to the TRUE POINT OF BEGINNING; EXCEPT the east 100 feet thereof, AND EXCEPT that portion of the east half of the southeast quarter of Section 23, Township 23 North, Ranges East, W.M, in King County, Wash1.ngton, described as follows: commencing on the easterly line of said subdivision at a point north 0°12 1 43" east, 1,398 72 feet fX'Offl: the southeast corner of said section and south 0•12•43• west, 90.13 feet from the int8rsection of sa.id easterly line with the center tract and right-of-way of Columbia & Puget Sound Railway; thence south 0°12'43" west, 420.63 feet; thence north S1°35'17" west, 295 04 feet to the TROE .E>OINT OF BEGINNING, thence north thence north thence south thence south BEGINNING, 0°12'43" east, 265.00 a1•35•17• west, 20.00 0·12 1 43" west, 265.00 s1•35•17• east, 20.00 feet, feet; feet; feet to the TRUE FOINT OF AND SXCEPT portion ly1.ng within Primary State H19nwav No S PARCEL F The north so feet of the east 350 feet of Tract A of the plat of Valley Faire II, according to the plat thereof recorded .in Volume 131 of Plats, pages 39 through 43, inclusive, in Kl.ng County, Washington, as measured along the north line of said Tract A. ,, ., I ~ /~ j~ . ,... l~ k • l I DEa..w.rtoll ..,, 81Y07/~2 RliCD P" CR5HSL 4t04a& E ~.oo -3s.oo .. COVENANTS• CONtlinONs, llSTUCTIONS, AND USE1V4Tt0KS 10& V41J.P' FAIi! It ,,.~ ll' ii1. "" t:\ !_ ~ ... ~ \ • i ~ ,. '·.• ... ',, I .. ,; ., I 1B : I ill '· . ~ ' T.ab}e or ~ont•nt• ARTlCLI 1. ~tFINITIONS Section l, 1 Word• DtiUn•d section 1,2 ro~ ot word• Seet.lon l,l Inthtion•ry Incua•• ln Dollar Lirdta AP.TICL£ 2, Stl'IH1"SSIONS OF 1'HI PROPERTY TO TffE ACT ARTlCt.1 3, APP~ICATION OP LAH AIITICLE Ii. ARCHITl!!lCTORAL COMTllOL OOMMITTCl!!l ••ction 4,1 Inlthl CoaalttH Section 4,2 'l'ersilr\atlon or bduction ot COftlalltt••'• Powera and Dutlea ARTICLE s. CONSTRUCTION OH LOTS AND USC or LO'l'.S section 5,1 Subiliaalon or Plan. Sec~ion S,2 Con,truction lectlon 5.J Uae Jleatrlction• ll•ction 5.4 Injunetiv• Actiori l•ction 5.5 Invalidity ARtICr.s t. OtffltRSHIP ANO UBI! OF COKPION AREAS ANO tACILITU:S Sectlon 6.1 Ollllner•hip of Cotlaon Ar••• Seetlon ,.2 lffect on In•uranc• Section 6.3 Alteration of C~n Ar•• Section,., Slgna ARTICLJ: 7. H0HJ:OttH£ltS' ASSOC:IATION Section 7.1 rcn1 of A••ociatlon l~tion 7.2 OUallficatlon for H .. btorship Section 7,l Tran•f•r of M.w;IMr•hip Section 1,4 Nu.b-tr of Vot•• l•ction 7,5 Voting llepr9••ntatlv• S•ction 7,6 Joint °"'"'r Oiapute• l•ction 7.7 Pled9ad Vote• Section 7,8 Annual and Special Ne•tinga section 7,9 Audit• S•ction 7.10 Book• and Jtecord1 lectlon 1.11 Arttol•• and Bylawa MTIC:LE t. NOTICES FOR ALL PURPOSE& Section t.l ron1 and Delivery of Notlc• Section 1.2 Notices to Hort9a9eea ARTICLE,. ADMINISTRATION or PROPERTY, RIGHTS RETAIN&D BY DIC:LARANT 8ection 9, l tnnsition Date Section 9.J Declarant'• Pow•r• until Tr1n1ltton 8•ctl.on ARTICC.E 10, S•etion Section ""' 9,J 'transfer of Ad111ln.latratlon AUTHORITY or TH~ BOARD 10,l Adoption of Rulea and Regulation• l0,2 £nforce•ent of Declaration, ttc. !.!9-! I l l • • • • • • • 5 ' • • • • • ' ' ' • ' • ' ' IQ " IQ IQ 11 11 11 II • 12 12 12 " ll ll ll ll -::.;_~~::'i:: · __ ,_;_~--~~= .. ,_"'_· ~'.i;1!{:~~l~Jf 1]5Iif ~=J,~ ~ 1 nLED sv CT1 ';.~·~t";!*~~,!'."'·.A,:~~\,::-· .. ···~·1'!',--~!'._..,-,:.·""'/'"'·-·c:""'~,-"f • ~~~~ ............ NNNN • 2 M .: ; ~§ , < • <u • •• ~! u > -~ ~ •• •• O EO • u:::::a?: 0 w :ur. a ... ~ :zc:~:: ·-3 § •• ··1 § n• • • M M J 3 >.o..i::-co. 3 ~ . -u • ~> ~ .,c ~ ! -' I E~ D • e .. :a: Iii 0 J;::8==::a= ti) i: :, ... ~-... ... !;l:J:co:=t;1115 Wj 111:8:,1t,om!:z ~II, >~~tii % ..... .,0 .... 1111,1 .. ;~:::!f5S5 -gg i. MN~ -...... o .......... NNN ••• ~ ••,:1.1 ~~~ ~ "1D. ~ uuu " " t55 = • • ... gggggg .8811ii8B ... -............... --... --... --... ........... ..... ... "' .............. ... u111uoou uuououou . : :::::!l:::::::.i 2 ~ .ggggg55 . ............................. .......................... ouuouuo ~:::::::~ ~ ~ • • • ~ • 1l • ii E •:::. " ,_ ~ .. .! .. ~= ..: .... ..:; ~ ~ • i • 5 V • ' • . ~ ., "" • ] &-; . ·-'" O AO " ' "31t "" -. '"" GO> ~-go.~ -· •j• !. 0 -ou "" ~a: " . ••• • 0. . " • Ck ~ .. " ~ ..::, . • I ... i· •• -~ 0 f! IE •• A- • : • ,J ,r I vh:l.ch 1hall b .. deUvsnd to tlw Ovne:r ot the Lr:;,t upon vbich th• hlprovlllNllt ia to IN COnatruct•d, lf the CcmalttH, or lt, d .. tp.ated nprHmtative, faile to approve or diHpprov• flm,.1 within thirty (30) daya of nba1H10U, then th• Pl&nl 1hall b• de_.d approved H 1uWtted, ln any judicial action to en.tore• the C!illlllitta•'• daci1ion the lo•LD& pa:rt:y·aha11 pay th• pravail· ina party'• atto:mey' 1 faH and coat• 1nclu4ina tlloH 1ncuuad 1n OONUIICU.oa. vi th any •PPMl, lecielDl'I .5,2 !ce1ep21• Bo lilprovamcnt aha11 N Coruitncted H' c.auaH to:nictad oa. er.Lat uni. .. the Plut1 for t:ba 1-:ov9Mnt bava N,m appl'O'led wrlt:Lq: bJ 'the Co..ittH. The CoiaittH'I rav:lav and approval or d:I.Hpproval of fbn• on the bHia of 001t, .. ,cb•t:1.o u11p, barmcn7 with prev:Lou.17 appnvff X.,r~t• oa or COUt othu. Lota 11\ tba Propu•ty, and loc.at:Lou, 1hal1 ba &b.alu.te ad eaforo.-ble bi any cotU"t of coapetat juriadlc:U.on. Tbe c-itt••'• approvd of ..ay Pl.anl, twvever, 1M.ll not conat:1.tute any warranty or repr .. ptation what•oever b7 the Colllll:LttH or &llY of :Lu -..her• that •ucb Pl&IUI v•r• iax.amined or approved for an,::Lne•r· :l.q or •trutural :l.nt~itJ' or •~t'id.acy, Uld .. ch awn.er hen• by r•l•H .. any aid all cla:laa or poui1,l• claiall •1a.tnat. th• · Co.itt•• or any of thm, and thair hd.r•, aucc,Hora and udgn1, or IIAY u.acura vbat•o..,er, O•••d ~poa. atllin••rlnl or •tructural . :l.flte1r:l.ty or 1\lfliciaacy. Section S,3 U•• Rt5irictJon1 -S1n~le·familf gee{depfel ff!l»tfYtlf• Xiiiilng1 aliOll'e or arac ed on. IUIY n1 dlld e ta n tbe •ubd:l.vbion eh&l.l. be tor dqle• t .. ily ra1idancaa· mi:clu.1ival1, all of tlw Ula and occup~cy of one 1aaadiata fcdly ad attendant bona fide d01Uat:Lc urvanta only, except that one otll.ar detached auxilia"Q" buildilli: NY b• •r•cted on each raaidantial ate.a occupied by a 1iu1la•fllllil7 ctwalliq. bout a, .ill 11:rqu, cuporta, etoraa• HNI, tool cabiu, aardui. howiaa, ate., (othtir.than OM auxiU•ry tnaild:bl1) -.i1t be e1onatructad ta •uch • aam.u ao .. to coaatitute ~• ap~ranca of on• coa.tinoWI, cOIM\4i•Wd, aonti~ ad arch1• · t.cturdl:, compatible ain&:.l• •tructu:ra. Arly &ux:LUer1 buildiq muat ba 10 dadpad uul ccni..t:ruot•tl: •• to b• &nhitecturally compatible in appearance and qua.lit,' of con.at.ruction with tha -:1.n buildin1. lach atqle-faa:1.ly 4"11:Lni bouaa aha11 hRa not leH than 2200 aq. Et. provided dl&t in computing 1uch minim.a ar•• n®• of tlw area of any IH•f• or carport ahdl be included. Non than one •tnr,1 2400 aq. t. .S.J. l Urepiac.,. All ftnplacH ahall H ••on'l'Y· S.3.la R.rt.· R.oafs an all buildtn1• au•t be finr i•h•d with cedar •h• •• or tile root• (aolor to b•) approved by architactu:c-al control. S.J.lb House Siding and Window,. Cedar aiding or brick are approved material,. Wood window• and anodized bronie or painted U1.odized aluainum window• ara approved. ' and/ ,,, ,r I la 5. 3. 3 11:•••••nt ar•• tor ln1t•ll•tlon •nd -Jntenanca o~ utJ.Utia• i1nd dnina;e f.lciliti•• ar• r•••rved ,11 ahcwn OIi the Plat and ovar th• front ••~•n 17) reat aftlt th• aide two and on• h•H C2.5) tnt of ••<=h Lot. Nlthin thea• •••••ent areaa, no l•prov•••nt, planting or othH' uterhl ahall be placed er peniitted to reaain which ••V daNQ• or interfere ·with the ln1t1ll1tion, operation or ••intananC1111 of the COIIIIOn •r• .. or utlliti••, or which ••Y ch.,,.• th• direction ot tlow ot drainage channel• ln tha eaaeMnt or c-an••• TJ'la OWnar of each t.ot ahdl .. intaJn •ny •••• .. nt area on or about the Lot and all i•prDY• .. nt• 1n, on or abcut the ai1ea•ent araa, ••capt for tho.a• i!IPl'ove•ente tor which the loard, a pubic entity or• ,n.iUty coap1ny la raaponaibh. s.,., Tha liaparvioua aurfaca area of each buildir,g lot within th• plat ahall be no 9r••t•r th•n 401 of the lot araaa, ••• .. ante, wh•r• •Dplicabla, ahall be con•:l.der.d part ot tha. lat er•• in calculating the :l.•pa"ioua~rvh1ua aurf•oa area. .that -·· 5.3.S It ah.all ba noted on th• Un.l plat a 10 loot building ••t back troa th• •cr.enino ••••- line ia required on all lot• whare ••••••nt• •PDly. 5.l.a No noJCioua Ql' offan1lv• eoetlvity •h41ll ba carried OIi upon any tot, trail, or right·ot•w•y on or at,out the Property, nor shall anythlno be dona thereon which ~ay bacoaa an ann1;1yanc. or nula•nca to other Lot Owners, 5.J,7 Mo I•prov•••nt ot • te~por1ry n1tura, trailer, -bile 1'olla, baa ... nt, tent, 1h1ek, gar•v•, barn or any other outbuildin,g ahall be uaad on any Lot at any ti .. •• a raaidenca, either ta•porarily or permanently, except for a aan•truction ehack u•ed by an Owner'• con- atructlon contractor during the Con1truction period, 5,l.l Anr I•prov ... nt conatruoeted on any Lot in the Propertr ahal be coMplatad •• to ••t•rnal appaaranca, tnclud ng tinlah painting, wtth1n nine ,,, -ntha fro. the c-nce.ant of Construction eJCcapt tor Acta of God in which caae a longer period .. y be par•itted, 5,3,9 No •Iona cf any kind shall ba vhible fro-the a1ttarlor of any Iaprov.-nt on a Lot e•c•pt f i I one prof•••lonal ai9n of nat aore then on• aqu1ra !oot, lit) one •ton of not mare th•n flv• 1quare feet advertialng the Lot for ••1• or rant, or (iii I algna uaad by a bulld•r to ad'vartba a Lot tor aale d1,1ring the Con1tructlon period. ' • •• ,, * J II! S.3.10 Ho atmal, liv.atock OI' poultzy of any kind ahall h rabed, Heel or t..pt on any Lot or in aiy Illorcnmcnt Chai·ton acept that do1•, cata or other hou.e .. lwld pact NY N kept, prov:Ldlld that the, a:n ut k•pt, bred, or .. int&ined In cy comauc1&l purpou. S,J.ll lo Lot •hall ba uaed or adncat.Qd •• a du.piaa ,roun4 tor .a-ltd v .. t•1 no Own,r aball keap aolid •.utc on any Lot or any pubU.o d,abt-ol•va," &djacat tbanto exoapt in nnttu,, contatnan. ill inciilarator• or othu-equ:I.J*ait for tba atoraaa or diapoaal of aucb · •tarial 1hdl be ac.pt in a olem AM Hn:l.ta,' oondltion. s. !, :t2 No l.ot ahall NI aul>dtvide4, but Lota u7 be Joined. Jotaff Lota uy aub1~uencl7 h .ubd:l.vldad oniy into t!la 1.ota oripn&ll7 joi11ad, S, 3, 13 No boat&, trdlara, acitor homaa, di1ablad vabiolaa or otber 1imi~ vNlicl .. ab.all ba pa~k.d or stored on any 1.Cllt in a poait:l.on trhanb:r aaid vahicla ah&ll 1H. v:Laibla a:l.thar tram tba atraat or troa adjac.nt Lota, Tha n:reat aMll aot be u..i tor ovua:l.cht park1nc of any vabicl• oth•r than priv•t• family autcaobtl ... .5.J.14 No fencH •hall be GOUtructed within th• •cr•ilnia1 ...... u. FimGH COIUltl:'UC:ted out•id• of •cr•e:ntaf ••• ... nt• •hall be of vood onl.7 and •luill not h:CNd 1b: 6) , .. t tn heiabt U(lept betwHD the houH line and Mf Hnat line no f,mce •hall u:ceotd foui-(4) feat 1n hd1ht Uld 1hall h -tntatnad bl .lood npdr. .5.3.15 Ho ve1etation •hall be r-.cved from any ,craening .. HIND.ta, lfo livµla, Mtiva avargrHn plait •hall b• r..ov•d from tM .. tbact HM• .. U.1ted 1D Secttcn l,3,2 of thta O.cler•tict11 az.c•pt for the ainimuli claarina; ii•cHHry for the ia•talut.tcm ot nquired d.r.tva .. waya, trail, and uttltti••• l,3.16 The Ututor of lln:r bowie Olla Lot shall be Conac~tad only !»J' a duly 1 oen•ad l>uilditlii contractor or .. approved ~ Cha Arch:ttaotural Control CoiaittH. Own.us shall .be pen:itte.d to co.plate :interi.H fi:D:tahti,1 of any hlprovaac. .5,3.11 _All driv.wt.y• 1hall be Conatructad of bru.hed concrete, iaxpoaecl. a&ll' .. •t• concrete or aaphalt aurfaoina only and ahall 1M aa.tatatned 1b 1ood rep&tr. S.3,18 in1tall1d within or within thirty h'C)nt 7ard landHapbl1 ahall b• thirty (30) dera of OCC\lp&nCy of any (30) day1 of c 01ift1; if non .. own•r hou•• ,, • ' I II! • occupied, vaachu p1Tmitt:l.ng,. If landscapin& h daby&d by va•tber, it •h&ll b• compl•ted within thirty (30) da:,1 of •qc:b ttm. •• weather would allow. 5.3.19 Curtaina, blind• or window •h•d•• •hall b• iuatalled on ell w:indc;,w1 facin1 or vi1ible from pUbltc ro.dwa7a. Ko new1pap•r•, bed,h••t• or ochar make,hifc wincl'1V coverin&• will be viaible trm roadway, on tha Proparty • Section l.4 In1unativ•dJSi~· EVary Ovn•r •ball be entitled to r .. tralnE 6yun?ton of the vio~ letion, or att .. ptad or tbraet•n•d vtolation of •n:, term or proviJion of thia P.claration, or to a d•cr•• ,peciftc•lly Worcina ~ term or proviaton of th.ta Declaration. In an:, fftion for d,...f .. or to imforoe any provialon of thia Deolaration cha lo• 1lS p,arty ehall pa! cha prevailing perty1 a accocne:,'a fee• and co•t• inc udin& tho•• incui-r•d ill cOM&<tCion with any appul, SecttOfl ,., Jnyal14fty, The invalidity or \lnanforceabilitJ of any ~artlcu ar proviaion of thia Declaration •h•ll not ii.fleet th• other proviatona h•r•of, ad th• hclar•don ahall .be co,u,truad in all raepacte •• if auch invalid or un.anforceable praviaion ware owittad. AJ.rtcu , • OWNERSHIP AND PSE or COMMON J.REA.S AND rAC1Ltt1Es Section 6.1 8t9•rth~§ o~ C~ tr•••· Zach Loe Ow!lar ahall have an uadt.Yad I 7£ lnfu1 in the he aimpla in and to tb1 CCllmlOn Ar••• and the Com:aon Ar••• racU:ltia11, No Lot Dvner 1hall by a.cc or minion H•"-to aband.o'll, partitiou, aubdtvid•, encumber, ••ll or tran,fer tha Cl:IIIIDOn Ar••• and CCIIIIIICffl Ar•• lacilitia, and no Lot Owne,: or other pnaon ahall hsva the :right to h•v• th.a p•rtttionad, or divided (th• 1rantift& o! 1aa1D1•nta for public utiliti•• o,: fgr otb•r public purpo••• conai•t•nt with th• intended u•a of tha CGQID!On Ar••• and Common Ar••• PacilitiH by the Lot Ownan •hall not be deemed a partition or divi•ion), Section 6.2 Effect on Ip1uran9e. Hothinz 1hall be done o,: kept in any CCIGllon Ar••• whl~h will incr•••• th• rate of 1nsur•nca on. the CoaDOn AT .. • or otb•r Lota or tmprovemant1 without th• prior written cooaent o! the Board. Nothin& •hall b• dana or kept in an1 Coooon A~••• wtl1ch ~111 raeult in th• oancellatton of ineuranc• on any part of th• Coalll'n •~HI, o,: whiab would be in violation of lft)' 1-·· • • ... :.·· •• ,, .. 1B I ~"..:~; Section 6.J Alt.r.nion of CC11111110n Area. Nothing 1hall b• altered or con1truct1d !nor r$IIOVad lrom &n7 c«non 4:rH1 or COllaOn Area, rac1u.u .• , ucapt: 1,1.pOn tl:I• prior vritt1n con,ent of the Board, S1ct1on 6.4 !!.B!!.!• No sign of any kind ,hall b• dbpla71d to the pv:blic VT<iw"on or fnm an7 COlalon &rHI vtthout th, prior ill'ittan cori .. nt of t" loard. AJ1.nC1.1 7, HOH!OW!ttRi' il!OCMIION Lou ab,11 1::!:ic~t! tht°i'om:!JH!J1f;!::iau.:~ °f::ra of A11oci&tion will b• a nonprofit coZ"p01"1tion foriaed \lnd1r tb1 law, of the Su~, of WHhtnaton1 provided, that from and aftu th, formati01ll of nch iicmp:irofit corpcraticm, tha ri1ht1 .nd dutiH of ~. -..bar, -d Qf the corporation shall continue to ba iovnnad by tha pruviaion1 of cbia D1cl1r1Uon. Section 7,2 Qual1fie1ttr3 &'if Hambprp~, Each OwnaJ;' of a Lot Cincludi~ ueclarant 1 1.be a m ar of tha Aaaociation and ,hall ba .-,.citlad to oaa ... ber,bip for Nch Lot ownad1 provided, chat U a Lot ha. lteea aold on c:,or,.tract, tb• coar:ract purch•••r ahall aaerc1•• tb• rt1hta ot th• Lot Ownar Eor pu~u• oE th• Aliaiact...tion, tb1a Daclar•tion, and th• Bylaw,, acai,t u Mrdll&fur liaitad, and ahall ba tbe votin1 repreaaltative t.ml••• otbarwiaa 1pedf:Lad. Owanhi'P of a Lot .a hall be th• aola quali• ficat1011 tor m111ib•nhip in tb• AHociatiOQ, •••tion 7. 3 ire!''~ ~Pu5lt, Th• ..... ciaticm ••b•rab1p of •• r t r Declarant) ahdl b• •PJNl'tanant to t:ba Lot slviq riu tci aucb -.mber- abip, and •hall not be eniped, tr111eferred, pledsed, hn:ioth•"t•d, conv•:,•d, or .alienat•d S.a a, way ezc:•pt upon thii tr&n1l1r of ticle to the Lot ,pad tban onl7 to tba ·t:r-•n1ferae of titla to the Lot. All,7 attapt to .. 1r;. • proh1b1tad trai:11far •hall ba YOid. AAy cranafar of titl• to a Lot 1hall operate autcmatically to traoafar the m1111ber1hip in the A11ociation to tha nil'tf Owner, SactiOT'I 7.4 N11111ber o! v959f, The· total voting povar of all Ownara shall La j) votea and the total aumbar of vote, available to the Olmar of any OIi• Lot ah.all ba cma U), lt a P•non Uncluding Deolarat.) own• 110re th&n ona Lot, ho or aha 1h1ll have the votea appertaining to .. ch Lot owned. Saction ,., Votipe lleP~l!llnt•tiva, A Lot Ownar G411Y, by written notice to th• loar , da,lgnate • voting ' ;:;~:;}t ,..''/ f I rapraaenutlve ror Ule t.ot. The desl9nahd votlno repre~ aantative nead not be an owner. Th• designation ••Y be revoked at any ti•• by written notice to th• Board fro~ a Par•on having an Ovnarahlp tnter11t in I I.ct, or by actual notica to the Board of the dHth or judicially deellrtd 111-patenc, ol any ••r•cn vlth an ovn,nhip int•r•n ln the Lot, exeept In c•••• hi vh!ch the Peraon daatonat,d :I.• • Nortg•g•• of tha Lot. Thia powar of d,eignation and revocation INlf be •a•rel••d by lh• guardian of a Lot Ovner, end th• adMlni,trator or executor of an owner'• 11tat1. tr no da1i9nation haa been iaada, or If a 4talgnatlon h•• b,,n revo-•d •nd no naw d•al;natlon hal been ••d•, th• votlng ••rreaantatlve of eaah 1.ot ahall bl tha group COllll)Olld Of al ot lta Ovnara, ll I t.ot 11 owned by huaband afld wile and only orie of th .. la at a •eeti"9, the on• who la p:r.aent will repreaent th• 111&rltal con.unity. • i.ot au•t s::t!::t 7;! /:l~ExM!I.~1:3tn;cti~:.r'!!t!:r ahall not ba allowed. If joint owner, ar• unable to agr•• ,q,ong th1ra111v1s h~ thair vote• ahall be cast, they shall loaa thair rioht to vat• an th• .. tt•r in quaation, laction 7.7 Plfdqjd V9t•p• A Lot OWn•r aay, but •h•ll not be oblio•t•d lo, p edga ha vot• on •ll i••u•• or on certain •P•clfic i••u•• toe Mortg1g••1 provided, how- 1v•r, that if an Owner is in dafault under I Norto•o• on hia £ot tor to ~ona,cutiva d•Y• or lJIOra, ,uch Ovnar'• Mortgagee ahall aut011atic1lly be authorl,ad to dac:lar• at any tim• Cher.after that aueh Lat Ownar ha, pladgad ht• vote on all i••~•• to th• Morto•o•• during th• gontinuanc:• of the dafault. lt tba Bo.lrd ha• b4-en notifl•d of any auch C!·::~:1:.:0~0:r.· 1.::!: ::: t v::.: :~bi=~t ~! t~~:-:1:~!!. Section 7,8 Annual and Special N11ttn91. Thera •hall be an annual .. atlng oi the •1mS.r1 of th, Aa1oci- etion in th• tir•t quarter of each tlecal yaar at auch r-1•on1bl• plac. and tl .. ••-••Y be dealonat•d by vrittan notice lrOIII th• lolrd dalivarad to th• °"11ar• no 111,1 than 30 d•y• bafor• the .. atlnQ, Spacial 1111t1etino• of the .. llblra of the Aaaociatlon aay ba called at any tl••, in th• IH!nner provided in the lylaw•, for th• purposa ol con11derlng 1111ttera vhich requir-e the approv•l ol all or SOl'lla of th, Ownera, or for any oth•r r1a1on1bl1 purpoa,. Any Firat "ort910•• ol a tot aay attand or daaignat• • rapraaantative to ettand tha •••ting• of th• A.aaoctation. Section 7.t AYdill• At the ennual .,.,ting, th1r•·•h1ll be pra11ntecl"'""in""iudit, prep1r1d within 90 day, following the end ot th• pr,c:,adlng liac:al y11r by a certl- tiad or llcenaed public accountent vho ia not a •e•b•r of lO ., • .t~t::t":Jt "f. ,,,, .-~-.•..•... ::·::~\tttt;·:;ttJt~I\ ~ ~·,)~:;f;;;I~/::;3:;:~.;;{~_: ;';4i;;\:~,:-:~j,z:J~. ~· .· .... ,J ,, I th• loard or a Lot O..n•r, of .t:h• -n e,:pan•••• lt•111hlna r•c.ipu and dbburHHnt• tcu-•uch fhcd yHr and th• allocation th•r•cf to each Ol.ln•r, and • pr•••ntatlon of th• ••ti••t•d c.-..on ••P•n••• for th• current cal•ndar v•ar, Th• Bo•rd •t •ny ti-, or p•r-na havin,o l5' of thtl votina pow•r of th• Aa•oeiation, ••Y require that an audit olllf tha Asaochtlon and 111nacia•ut boolca ba. pnaantad at any apacial ..,•ting, A t.ot CNn•r, at hia expanaa, aay at eny naa011able tl .. oond11ct an audit of th• booka of th• Board afld A••oc1at1on. hction 1, 10 loo)i:a and Ra5prdf, The Icard ahall ca11u to 1N k•pt CCM1plet..:aetaliad, anci acc11.ut• booka .nd racorda of th• r•caipta afld •xpanditun1a of th• ,..•oci~ ation, in a for-that ce111pli•• with generally aooapted accouti~ prineiplea, Tha tiooka and raoorda, authcu:1- aaUone tcr P•Y1Mnt of airpendituraa, and a.U contneta,- docuaenta, lNP<tr•, and other nicord• of th• Aaaociation ahall N avaUabl• for u ... ination by tha Lot OWn•r•, Lot Nortgag•••• and th• .-v•nt• or attornaya of either or~ •• durlni nomal D\llain.aa houra and at any other raaaonabla u-or ti• ... S.ctlon 1.11 Attfclf• and Bvlawa. Baton th• Tranaltion Data Daclarant w 11 adopt lrtlclea ot lneor- poratlon and, und•r it• authority to •ct•• tll• Bo.rd of th• 4Hoclation, w:LU adopt Bylava tD aup;il-nt thh Decl•raUon and to provida for th• •dainiatration of th• AaacoiaUon and th• Property .nd for otber purpoH• not Jn,i:on•i•t•nt with the Act or thia Declaration. Declarant •ay# without the nec•••ity of obtaini11g the cona•nt of eny Own•r, a-nd th Article• and &ylawa fl'OIII u-to tl- untU 11;ha Tranaltion 0.te, Aftar the Tranaition Date th• Byhw• qy be uieltded by th• aft:iraatlve vot• of 601 of the voting s,c,-,.r at any duly called r•aular or a~cial .. •tlng of t.ha AHoci•tion. Ho.,,. .... r, nc aat.rhl AINnd11ent of the Art.tel•• or Bylaw• aay be aada without the prior written approval of 75, ot th• Inatitution•l Nolder• of rirat "°:rto•~ Uana on Lota. ARTICL.£ ,. NOIJCH POR ALL PPJUtOfff hctlcn 1.1 rpr, f"1 DUlvtr* 9( NPf'S!· All notlcea ciiv•n undar the prov• ona oE t la b;c aration or th• 8ylawa or rule• or regulationa of th• As•oolatlon •h•ll b4' in wrltln,g and .. y ba dallvered eithar peraonally or by Mall, If delivary la .. ct• by •ail, th• notic. ahall be d••-d to hava Nan delJv•~ on th• third day of rAQular .. u delivery altar a copy l\aa IMan ftpc,a!ted in tha unlt•d Stat•• .. 11, fir•t ola••• PO•t•Q• Dreoaid, addr••••d to the P•raon entitl•d to auch notio• at th• 1110at r•oant addr••• known to tha Board, Notie• to th• Olfflar of any t.ot ahall 11 ,, ... i I:! M •u·ruchnt if .,,Uad to the Lot it no other 11111.il lno addraaa haa b••n given th• Bo&rd. Notice• to th• Board ahall ba given to Dacl•rant until th• Tran11tlon Datt •nd th•r•after shall ba olv•n to th• pr•aldent or ••cr•t•rY of th• AAsocilation. Section 8.2 Notice to kortg•g•••· Any kortgaoee of a t.ot •ay lih with Hie aecratsry of the Board a written r•qu•at that It b• otv•n copi•• of notic••· Until aueh tilN thH·aafur aa th• Nortgagaa 1,d thduw• the r•quest and ••tJsfi•• th• Nortga9• of r•cord, th• Board shall 1end to tha .-.Quaatln'i) Nortg•i•• • copy of Cl) •11 notices of -•ting• ot th• Aasociationr Cl) all other notice• aant to th• Owner of the I.ct cov•r•d by th• Morto•o••'• Mortoao•1 (l) a\ldltad Unanchl •tata .. nta i,npand punu1nt to .S•oUon 7, t, C 41 proapt notice of any da (aul t in a r.ot owner'• obligation• under th.ta Declaration. or 1t1 rulea and regulation•, that 1a rtOt cured within JO day1 of th• date of d•fault, MITl"CU: 9. ADHINISTIV,TlON or PllQP£RTr1 RIGKTS RtTAtHED BY DtC4RA1fI Section 9.1 Trpn£fUori D•~•· Th• •Tranaitton Dat•• ahall ba tha dat• eon roi oft• C0Mn10n Ar••• and CC..Cn Ar••• reclliti••.PA•••• frOM Dllclarant to the ffoai•ownerat AaaociatJon. tha Tran•ition Oat• will ti. the later of •ither (l) the date daaignat•d by Daclarant in• writtan notice to t"9 Lot Ownara, which dat• ••Y by O.clarant'• alection be ••Y d•t• attar this Declaration ha• ba•n racord•d1 or (2) the 120th day after Daclarant haa tran•farr•d titl• to pvrch•••r• of Lota rapr•••ntlng 1s, ot the total voting PQVtlr of all Lot Own•r• in th• Aasoci- •tionr or C 3 I thrH yHn frOM th• recording or thia Dilclaratlon. ror purpoa•• or the foregoing olauaa C2l however, tr«nafar of title to a t.ot by Decl•r•nt to any Participating Build•r •h•ll be dlaraoarded and title to anr Lot owned by• Partiolpating luild,r •hall not ba d••~•d tranaf•rr•d for purpo••• or dat•~ining the Transition Date vntil the Lot la further tran•r•rred by a Participating luUder to • purchuar who b IIOt eithu ,a Puticip,atin,;- Buildar or Dacl•rant, l•ction 9.J Dec}arant'e •o~tE• u" !!!.!..!.• Until the Traneitlon i>it•, 6ici•rant aha liilT pov.r and authority to •~•rciaa •ll of th• _ duties, and function• or the Board o( Director• •nd th, orftc•r• of th• Aaaociation, Including but not l1•1t•d to th• adoption ot rul•• an4 raaulationa, contractlnq !or the purch••• or gooda and ••rvic••• buyinq insurance. and collectlng •rid ••p•ndinci all ••••aaments and other Aato- cl•tion fund•. Daclara"t •h•ll h•v• th, power to contr•et " • • i ,, • • _.:__ ______________________ ._ :.,. -----·---' ·, .. ~· • . " -. • • & . ~! .. _, •" •• -· ·-" -~ •• e • ~ ! " • • ll!IH2U')S9 ··---·-·-------- 1. ,,, " . i J ~ in •nr •••nt, with r••~ct to •11 tot• within 30 day• •ft•r th• doairt0 or th• Unt Hl• or •n.y Lot by O.cl•rant, Our!n,v 1uch ti .. •• •l•ctrioaJ utility ch•rf!'•• -lff Naad 0111 th• nUIIIMr of Lou having faprowa-nt•, any Lou OVMd br O.cl1rant ahall ba ••••Pt rro111 •••••• .. nt for auah chargea. 11.2.2 Houff ot Hr•er@· The so.rd •hall notify ••eh Lot Owll•r n v.r n, oh• •-•t of the •nnual •••••• .. nt to b9 p,iild tor hta Lot and 1h•ll turnl•h eopi•• or ••eh budgat on which th• ••••••••nta are b•••d to •ll Lot ownan and, if aa r•quaated, to th•lr, napacitiv. aortgagH, laotion 11, l t191nt ObAfHHMDH • On or before the first day of HVcaie ar yHr Heh Lot <hm•r •hall p,ay or -Cl<IUH to N paid to th• tn••ur•r f)f t11• Aa1oci•tion th• ••••••••nt againat hi• Lot for that y•ar, Any ••••a ... nt not paid by th• flrat d•y of th• c•l•ndlr year for which it la dua aha11 N dallnquant artct aubjact to inter.at ch•roH and coUacUon pirooaduru •• prowid•d in Artf.ola 12, 9aation 11,4 Pr9caada ••long to Aaaocl•tton, All ••••• .. •nt• and othar rac,1lpt1 r•c•lv,1d bv Xiaoclatlon on behalf of the Property •h•ll belong to the Aaaociatlon. Section 11,5 Ll!fhti9[oog_AHHl~Pft· Dllring 1vch ti• •• Oael•r•nt cont nu.••• o? o nal owner or a Lot and i• ciUerin9 h tor ••l•, 11C1 b~•t •h&ll ba adcipted or apaoJal •••••• .. nt iapoaed that will o•u•• tha total •H•••-nta a;dnat any Lot in any wionth to be aon than lOI great.er than th• total •••••• .. nt• agalnat th• Lot fOr the .... ~nth ot the pr•c•din; cal•ndar year, thle liait&tion .. y be ~•iv•d in vritin;, by Decl1ra111t Oftly, for any OIM or 1110r• ••••••••nta. No per1on other than D9cl•r•nt 1h1ll have th• ~r either to ••••rt or waive the Uiait•tion •t•t•d :f.n t.hf.1 kotf.on, S•ction 11,6 Plily[• to A•p•f!• Any fall~r• by th• loard or tha Aaaoeiat or:i to .. ,. the budget and HHH- lk'nta hereund•r ba-tora th• axplration of any Y••r tor th• enauln,g year ahall not ba de.-4 a waiver or .odiUc1t1on :f.n anv relPfl:t ot th• proYlaiona of thia Dtclaration, or • r•la11a of th• Ownara from th-a obligation to pay••••••- .. nt.1 during that or 1ny auba•quant ya•r, and the annual ••••••Ment •mount ••tabllahed for the precedi119 yaar ahall continua until a new ••••••••nt la ••tabliahad, Section 11.7 ~ti(igata gf Ynotid Afl!l!:;Dt•• Upon the raquast of anyar or Nort.9•0•• or o a i, th• Baar11 wUl furniah • c•rtUicats in record,bl• for,11 atatlnq th• aaount, if any, if unpaid ••••••--nt• charged to-th• 17 .. ~ i ., . f I Lat, Th• eertiflcata •h•ll be conclualve upon tha Board and th• Aasociation •• to the •aount of auch lndebt•dn••• on th• data of the certiflc1~• in favor of all purch•a•r• and "ort;•o••• of th• Lot who rely Otl th• cartificata in good faith. The loard NY HtabUah • r .. 1onable ha to ba :::~;:c::.~labur•• it for th• ooat of pr•parlna th• .Saction 11,G Hon Pr•quant Collai:tion OJ AnH1raanu, ttotv1tbatandlng anyt/llno Ht !orth In thl• O.clar•Ei<»n, th•. loard ••Y, In lu dhcr•tl~, •l•ct to collect th• •nnu•l ••••••••nt• otharwl1• provldad for hanin in MonthlYI quarterly or ••ml-1nnual ln1tall•ant•, •• it •••• Ut froa tilH to u ... 11u:1 upon 1ueh ahctlon, 1n)' ref1r•nc1 in t.hl1 O.olaration to •annual• ••••1e:J11ent1 ahall •••n tha pertod ••l•ctad by th• BQard. ARTICLE 12, LJE'N AND COLU:CTJON Ot ASSESSMtNTS. Section 12,l Ai111•~•ntf Af! f L(,nr Priority. All unp1id au•• •••••••dY the Aaaoc at onor th• 1h•r• of the COIUIIOn expen••• charoaabl• to any Lot and any 1um• specially •••••••d to any Lot under the authority of thla Daclaration or the 8yl1w1 ah1ll con1titut• a lien on th• Lot and all lta appurtenance• trOIII the date th• ••••sa111ant bee••• dua. Th• lian tor auch unp•ld 11a111mant1 •hall b• aubordlnate to ta1 ltan1 on th• Lot in favor ot any ••••••Ing unit and/er apecial diatrlct., and to 111 au~• unpaid on all Mortgao•• of r•cord, but, to tha •xtent penaJtt•d by appliQabla lav, ah,11 hive priority OYar 111 other li•n• •oain1t th• Lot, A rtrat. Mortoao•• of• Lat that'obtal~• po.a1e11ion through• aorto•o• foreclo•ur• or dead of tru1t 1al•, or by taking a dead ln lieu of tora- clo1ura or 1111, or a purch•••r at a foracloaur• ••l•, shall taka tha Lot fr•• ot any cl•i•• for th• 1har• of common axpan••• or aa1aa11Hnt1 by the Aaaociatlon charqa- •bl• to th• Lot which bee .. • due before •uch po•••••ion, but will be liabla for the co1N110n axpan••• and ••••••••nta th1t •ecru• aft•r the ta~inq of po11a11ion. Th• Lot'• p,11t-du• ah•r• of coa,aon expen••• or ••••••••ntl ahall Mc_. naw 111-on a1pen1ea ch1r9e,bl• ta all of th• Lot Ownar•, including tha 1110rtaaa•• or for•oloaur• 111• purch111r and th•ir aucc•a1or• ,1nd a11iqn1, in proportion to thair reapactiva ~rcantaoas of undivided interest in th• co-on Anaa. rcr purpo••• of thil :scict.ion, •,nortgage• do•• not includci a r••l aatata contract •nd •1110rt9aqaa• doa1 not includ• ~ha vendor o~ th• •••ivn•• or d••ton•• of • vendor oC • r••l aatate contract, Sectton 13.2 Lien Hav 8• foreclosed. The lien £or delinquent ••••••manta ~ay be foracloaeQ by auit t1 the Bot.rd, ai;:tin; on bahaU of the A11odation, in lU:,e ,unn,r 18 • • 0 • •• • • 0 • •• 5 < • " V ii < • l: • _o. I:: .. I •vo ••• . . ~-. ..... •I:: ...... &-:-:>, 0 •• ~.:.: °" 0 ...... ~ II "". ••o-v ....... c ••• -'S :n: .. • 0. • ,c ... o, D • ••• 0, i:,o.c:J; .. ........ t ..... , :lit O •• ...... ... -;; .s: ••• ,,_ OU " .. ,c V •oc-o -0 -D < oov ·--,o .,,.,~c ••• ~-· •• . . " .c:,:, .. _ .. ~ r' :: &~ • . . • •• ·--.'it .:: ... 'O>.J •• . .... ,,. • Vo ••• .. ! : : , II .. lo N 0> ...... ,c " .. ... 0 •• .., CO 0 ·-. D .:;,,, • :jli~= 'O 8? 'O "'.c 0 . .. V -~ ... •11tc t:". lo.C 'f C "" ........ • • • .. • • .. •• .. . ,. -·· •• ·-. • • •• • ... ~ t: -·· • e .. ·~!: ... C '< ... ·-••• •• 0 C CO• • • C 0 -.. ... !t ":~3 .. .,. E-5 • ' ~· -~ •• •• •• .. • • 0, UA ! ; . 0 .. •t •• •a .: . •• .. " ., D •• •• -· ·-•• ii ' ' •• 0 • C ,, 0 ..... .. .... .. .. uu ..... :.; "g;t :..., ... 0 ..... u ... >,)o • ;,, "' CD, .. ..... . • • • C O..:: .C 1:.::.::::u JI ,c " .... • • • 0 •"' >,, 0 C .. .C-+ C lo •., Q.O .... ... C ..... C j!~3ig • ..... 0 D, 0 .32 .. ,.c o, ... cc• ::1:s2•: ... UM 0 > •.., C o ....... O vo.euv-.. o,. .. ., ... .. Uc•-••-<. 0 •-<.c "'0 . ...... . .. "'•-e..: • ... c> .. ,:::c ..... ->. o o a .c C •• . .. 1.1"1 ..... .i; ·-::, .... ... --->,..,_'a..: CU• C > • ..... a •• -,;,,~ . ... .a .. > ~ e-O o ~ • -g : • < . . • • • ' ••• •• 0 • MO CO" -·· . .. • •• • . .. ••• ... • 0 ... •• ... • •• -•D JI 4,1 :. ... • •• 00 :;: . "" .... U• -·· > C u• •• ..:.;- ••• •4 &.: . . ••• ••• • •• !""" -·· • •• .. ... ... • ••• . .. :-:- 0 , • ... ••• • • • • • C • .. C • • • , • . . • • • , . •• -· >" ~ ~· .. C •• !· • ~~ ,, ~ oth•r h•••rda eov•r•d by th• atandard ••tended cover•;• elKlon•-"t, the ioollcy •h•ll provide prouetion 191:Lnst 1011 or d1.,.ge fro. aprinkl•r le1k1;e. debris reaoval, cost of deMOHtton, vand1l:L1111, 'HlicJoua •lschi•f, vind1tona, 111ater d-•'il•, and such other rhka •• the lcNlrd 1lac:ta to obtain In lt1 aoh and abaoluta dbcretion, The naaad .inaurad shall b<I the Boat"d, .-. tn,atae for ••ch of th• Lot f Ownera, Th• inauun-proceeds _,. b.t ••d• payable to any truataa with which the Aaaociation .. ,. enter into an I inauranca trust •ar••••nt, or any ,uccaaaor trustee, vtlo ahall have axaluaiva authority to na;otJat• lo•••• uno.r the polio!... 11,a poUcy or poUoi .. ahall provide that., notvlthatandln; any prov:Laion• t.haraof whioh y1va tha :::r~r. t::.~1:::t?:.:!:~t.~:11 r::::: :::rrno~ ~~~x::cl•- abl• wi1havt th• prior writt•n appro•al of tha Association (or anr inauranca truataa} or when ln contllct with th• provia ona of any Jnavranc, trust aor.a .. nt to which the Aaaochtion NY be-a party, or any raqvlZ"•••nt of law. &action 16. 3 e!f PEth!£•1H •ublif LifP1jHf rn11uranct• rha coiaprettenI'va oo Icy oi! pub lea ty lnauranca shall inaura th• 8oard, the "'-•oclatlon, the Lot CNnara, Dlclar.ant, and the "•naglnq Agant, and COVH' all of th• Coimon Ar•H racUitlH and pvbUc waya in the Proparty, with a •aavairabili_t.y of IntaNat lndor••-nt• or aquivalant covaraga which would pracluda tha inaurar froia denying the clata of • Lot Owner t>,cauff of th• n.gligant acta of tt\e Aaaoc:iat.lon or ol! anotbt1r t.ot. °"'1ar, •"4 shall lncludt1 protactlon aoainat liability for pro~rty of othara, and auch ot.har risks•• the ao.rd •l•ct• to obtain In lta aola and absolute dhorat.ion. The li1111ta of lia- bility •hall be not laaa than fl,000,DDG cov.rlng all claim• for ip,1r.onal lnju:y and/or property daa&Qa arlaing out of a aln,gla occurranc•· .Sactlon 1', 4 Addition•} Poll£y P§°v~J,np. The inaurance obtained pursuant to &action• C. ai.J abcva 1hall contain the followino praviaiema and li•itattona1 u . .a.1 The n•-d lnaurad ahall b• the Aaaoctatlon, •• truat•• for each of the Lot Dwnar• In tha paraant•v•• or ownership of th• Ca-.on Araaa. 11'1• insurance proceed• .. y ba •flt• ·payabla·to any truat.•• wlth whlch the Aa•ocla~lon •ay enter into an insuranca trust aor•••ent, or eny ·aucoasaor truataa, wllo •hall have ••clu• aiva authority to 1tagothta lo•••• under the pollci••• 115,ol.2 Such poltciea ahall not provide for contrlbut.ion by or a••••• .. nt a,gsinat Norto•a••• or ~COffle • llen on th• property superior to th• lien of• first Morto•a•. " !:: .J ". l Its l~prov•••nt• and aontanta at his own aapen•• but. only If th• owner'• in1uranc• doaa not dacr•••• tha a110unt that the Board, or any truatee for th• Board, on behalf of •11 of the Lot Owner., will realh• und9r· any 1nauranc, policy that th. Board .. y have ln force. ARTICLE 17. PN1ACE ANP !FPAI! or DAHAec TO PROPERTY &action 17.l DetJnlflona1 D•!•~!t Jtep•fr 1 ..... rgengy wqrt, Aa used in t.h • Artlcia 1 1 17.l.l-•oa1111aoa• 1hall 11ean all kind• of d .. ava, whether of 1light daor•• or total da1tructlon. 17,l,1 •a.pair• ahaU inean raatorlno th• CO.On Ar••• radlitl•• having a11DatanthUy th ••111• condition tn which they ••l1tad bafora thay ware d•••a•d, with IIOCllfic•ttona to confer~ to applicable ooverr111ent.al rulaa and r.gulationa or availabla •••n• of con•truction ••Y be -de. 17.1.31 •c.arQanoy Work• •h•ll -an vork thet the loard daa111a r•••onably n•c••••ry to avoid turthar dP11aga or •ubatantlal dJalnut!on in valu• to th• Connon Ar••• or COllll.on Ar.as Facilltl•• and to protect th• Own•r• fro• liability frOII' the cronditton of th• Cowaon Areas. Section. 17.:::t Initial loa,r~ Dat,rain•tJon. In tha •v.nt of dam•o• to any part oft• prop•rty, the Board lhell pro.ptly, and in all avanta wtthin JG daya aft.er the dat.• of damage, -k• th• followino deter-.inatlons vlth re1pact thereto, ••ploying •vch advica as th• Board d•••• •dviaable. 17.:::t.l rha natura and extant of tha d•••o•, tc,gather vlth an inventory of th• i•prova .. nt. and property directly affected thereby • 17.2,2 A raaaonably r.liebla eatimata of t.ha coat to rapa,ir th• d•••v•, which eatt .. ta shall, if reaaonably practicable, btl Ns•d "po" two c:ir -.Qr• firin bold• obtain•d fro-reaponaibla contractors. 17.2.3 The axpactad lnaurance proceeds, it any, to be available froia insurance covarlng th• lo•• baaed on th• •-11nt paid or initblly offend by the tnavr•r• 17.2.4 rha amount of th• ••••••••nta that would have to be ••d• agatnat each Lot if the exc••• coat were to be paid aa • ••tntenanca expanse and specially •••••••d against all the Lota in proportion to t~•lr percant•o•• of ~ndivtded lntar•1t In th• Connon Ar•••· " • • • • • • ,. ·-•A • •• . : • .. • ·-•• •• .. • ~• ~· . . .. • u •• oc ·-•• • •• • ... • ~· .. .. • u !: ! • u • • § • : 3 ; •• -· •• ·-.5.: • u •• •• • • Z!i n .. •• •• OD !! 3i;. ·-ii:& ·-. •• ··-•• ~~ ••• .. • •• -·-~!. J&] ~--... ••• •• !-;.: ··~ ... • • . " • • ~-•• ~ . ••• .... • ••• ... • • KING COONTY ....... '"'""" \OL~ p,a: ~ tQIICll.L MN> COMMH'4 INC. :s.EATTU. VALLEY FAIRE II 131/39 A PORTION OF Tl£ S.E. t/4 OF SEC. 23 AND Tl£ N.E. t/4 OF SEC. 26 no>. 23 N .• ASE II E .. W.M. KIN8 cot.NTY, WASHIN8TON DEDICATJON IIIIOW .U.t. '[Of'!.!..,. f .. K ~S tM>, ... tM' ""41•r111lpd •-r• •f l"hf'Hl Jft U•• I ............ ....,, ..... Mr9ilty -·-llU• •l•l H N t"9 ,,. •• fllt "••r••elllHlllil If tM -•l•ht.• .... 11er111•r .... , .... , ..... ll•dlUH I• I.M -•f U. ... UC ,-._ al) ......... a,lf .._ 11M -- •• Pl' lw•t• .............. -,Int• U.. -lllarftf IW •ll ,...lit ""'"""""' - IM:-IHnl •HI\ UNo "" ,__. f.,. .... Ht 1111 ..... __._. -•I-t ... rlfl'>l to •"• en -.o;;H11rr ••-•• M• ..,.. UU• -,.,. 1Hs - 11'< ... 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TIC .L.t:I,:,, IMI 1W m Ot:( H.£S.. MfW "'=· ht[ U1C1lMl$NED ~:,. r9"!.( .s;:k,!~ ·~':r ~~':";"·;'::!J~;tfu.¥~ hll ~U11J '*' UIQPG TIC ••sollllll: llUIJIUIIEJIT. MO ACIIIIIO-.tDSID hlll! IMSTMHIIPI lO H TM( ,.1: .... i,1u11111.a, &Cf .... Otta Ill' S•la ~TIM fM 1"I: USU MCI l'UIIOSIES 1'MDIUN llflfflONEO MCI ON 0,,111 SUT(g ni.t,t .w...._ .S ~Im JO OIQPI $1111 PIJIII.ICllf • Ill wn,css WMIJl(Ojl". I """"' ~· trr "' -..., .,,.lkED .. Df'J"JClM. ... -D,l,'I -'r!M flMT -lllllfTIU. bl •lflllSS WIIM!O,:. I M,t,'11[ ....,,D IU lff 1W1D MID J.FFIJ:lO ton 0,flCUl. .._ -011'1 MG ttMI fDIST aNII" !Wnetf. t..i •tr-:t! ........ I ................... lt'f Jff .... MID UfJUO "' .... Cl.ll. Jr"'-'ftC O,.'I -11'11111 101111ST aN"I!: ta'lffal. f.S1 ..... 10111, s .. u. 10• llf:NTON.WASNINGTON HOH ..... ,,.,11ot1Hf·H2t 1111. '1 .,.. Jal;• --INS ~-., SSI I SIINt I Ot ,. ZL2-c.o • • VALLEY FAIRE II 131/4.0 A PORTION aF Tl£ S.E. 1/4 aF SEC. 23 Nil Tl£ N.E. l/4 aF SEC. 28 TIIP. 23 N., AGE II E., lf.M. KIN8 COllfTY, lfASHIN8TIIN APPIIIVAU h .. \M• .... --•• U•l1 ~ •r Of ~- IJ[PAIIITHtNT OI' PL-INI MG '*"-"lTY ~~ .. ac .a.o. =,,.~ -QF ~~ .::.lC WY•' ·------t91!i...lo.D. ' - I 1 6! I i· ,~'.,.,..,,,./.,: c-t, ...-Enfl- . . . . . . _.:;,. t. {;. :._· .. DoOutr ic,., c.unt, •- FWNCI! IIDIECTOll"8 CERTJFJCATit l ......... 0:-ltt lll1t .-II ..--r-t, tHII ..... HIii. tfl.M U•P'• 111'0 ti• NUfNl,NM -&al --t• , ... u,, ... U u,u, 1lfln fr,r e.llHt ... --4 -,n :lflfflol _ ...... H Cllf'1.i"" to tllK ,,un .... CUIOCUeft .. ....., I ot u. .,._t, -.u, o:...io-.•111uuo1 N .-,u, ,u...,,.,. t,..>,'lf'-.,_-t; -Ile .... -.. H lfl f1111. ... - •.. 1..il . . • ''':!Ml•! ·- I .................. .. M:NTON. WAIHtHGTOfl HOSI f'll•H•l201l 2H·H2f -Ill,. ln-G I o.t• -. dll!t ... co ... ...... .... . ::, 1------------------------------------------------• .. --"'°'"-...:"'::..---.&..:'-:::d;..s'-s"a...s•--~ ZZ2.-60A "' 0 .. .. .. .. i ... ... .. 34 S.P.,t. • • VALLEY FAIRE II 131/41 A PORTION OF Tl£ S,£, 1/,4 OF SEC. 23 Nil TI£ N.E. 1/4 OF SEC. 26 TIIP. 23 N., A8E II E., 11.N. 35 KIN8 COUNTY, IIASHINSTCIN TRACT A (PRIVATE) ts a NOTE •• • IHUT 4 o, a, (Native Growth A'otection Eostment) o, SI l<I LOM. UUCRJPTIOII no. -t• Malt •' lM llarttt."' .._., ... •• s.cu ... a ,_,.,._ :n _.u,. flel'l9 5 b9t. •• It. llO 11111 e-ity. ....... .... UCO'IM ~'"'9a t:Nt wtl.., ,_"' ~ 11, o, U111telf lt,o, of -le• , ........ u1, "--1111,tnU• I.fl C...n UUI. ,, .... U,,.HHI , .. 1.n DHU"I«. 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KING COLNJY, WASHIN8TON TRACT A (PRIVATE) IHIE NOTC ••~ SHIEIET 4 Of' $I (Notin ,_., Growth Pro1ection Easement) _,,_ ._.,,_,~ ---1-_ NOTIE • IO-SH&.T 4 OF st 10 31/42 . SCM.f I , •• IOO" • SEE SHEt.T > OF • a _ .. ----·· 7 f, 0 -------··· _.... ,n ...• .. --- ""'° s. a..si& • l!MIJa ,ut • .-uJIIIIIIIIO 1"11111' on,a ... n. Al IIIRaJIDIII UICltll •. , . , m....a. """"· u. o, •.t . .,._ we.. 1t. ,._ n •-1111. 11 t. • II *'"•"SI" It I, KT 9/'r ,_.. .MCI e.tP \..S. •1NSS .at a.&. ... I.Of _.., IP CIIIIXff IUJL ltl--QN-,IT 1ME SI .. UT UICI, ......aG t8 --ltffCN&C'UIIIN JJTN DI!. a..uic. ~-IU8JKt N ua,m,,t .. 'IIWISN---UIC • " ua.• ftllff STIW' KMN lHl -1N MU' ti TM NllffllUSt IIMll1D • IKl"J• It. ... ~ _. U.S.. OISfMCf COUfrT CAla: fll. M44 •-SULJtC1' 1t IASblb"I ,-. at'"' 'TO CUT OMliNflOUI lllllJS ll'IP A 71 FODT URJI' AC11011 11C IIOfl1lt MU' Ill 'hC -,lll!U1 IIIMQUI 11' IIC110N ~ U IECDMO -U..I. 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'I. 111.ICT I 1*1..L IIICIMIII .. ....,..,1: 0-0$~. f/1~7 II c,.. ~ ..:,~,v,,TF:] .. ,,, ··---~ ,.,.,_,--. ... --_...,.. __ ·-.. ----·--,-· ... __... _U _________ loltOt_ I_ ·--......... -------.... .PJl.1--.. ----....... --·,.. -•• -._.., _ _._ u _,u_ .__.,_ ••-1-i.t -II -.. _,, .. _. .. ,. -~-·_.... .. ___ ,_._ .. _ .. _ .. ._...-.~-----·-· .. ---. .... -...... _._.. ___ _. _ __ _. ___ .,._c_..._._ •.•. • "·-·----·----L'IIII• ___________ ,.., ____ -______ . ., ____ _ ---·----.. ------· _ .. _.. _____ ..,_ ----..---·---"' -· ______ ... _____ ., ---------.. ---·-· ----------»-•-·'"'-.. __ ,_t_ll _____ _._._ ·----~·--------.. _ ... -u ... -u-"• _..... _____ _ ... , ...... -........... ---·---•IUI ... -1-· ........... .. --·------ll ......... -... .........., _, ___ .. _ ... -~-----·······i "' 4 • \' t _j ... eo -.... -· -· 1"'5 • e-._... ... --....... .. -~"-... -...... -....... -.... ---.. -------....... ::.::-::.:.,:a....:""=---...&s-:::c•..;•_c•a•'-•:...-_.,,o 'UZ·<aoc 0 .., ,... ~ ~ :, ! . • • l ~ t I• .~ :I VALLEY FAIRE II IQNG COUNTY --WL. rn PNZ ~ MfQJ. .. ICCIIMW«. INC. ~Ta A PORTIIII IF Tl£ S.E. t/4 IF IEC. 23 AND Tl£ N.E. 1/4 IF SEC. 26 TIIP. 23 N •• ABE II E., 11.M~ KINS cot.NT'(, IWltlIN8TIIN UNPLATTEO TRACT A (PRIVATE) CKE fllOl'1!: ••·UUT 4 a, •t (NGtivt -' • . • CURVE TAilt.E .. --..... '°'"··· ---....... ..... , ___ ~-&t"ot'III' - .. et1-.n ---U....C.~ ------. ~IIIIIN D*M t J I i i1 r 14 ~l 'nh ' ' ' ~ "i i • ~ . ~,·· ... ___ _ -t--l>....r -·---7 • ~ ... ...,. •3 131/43 0 "' :: i . ~~, -f . ~~=~ c,;r--.. ·-.. ,... ---_,/ --. . • ···-l•"-''4_.,._.. --._ ~----..... .,.TRAcr --e··"iPR1v~:r~---=-;:r -"? ~-~"'"~~ . (OPt:11 sMCD r: --l-.. a . ._•• •L• n 1'1'--.. '119(:af ...... -----.C..+ ........ •csEE tlOTH 9 • II• UEET 4 Gf $1 .- • -i-·I: .-r:---,-----, J--'-----' .----.. ', .. • • ~ --, tu--,; L __ J \-'. .,.. ..... ; ~ -~ "t' I !!J ~----: t -! -Y ~"':•:.Ti;-- 1 • ' ····-• ,-----~ • , • • • • • • I 1-------t : /• •• •• , .••• -~-. ·---.1 ... J .•• L~'- .,_.. .} FAiRWOOO PARK DIV 15 "' .. 11 411 I.W. 10lll, 111111• 10• ~ M.NTON.WA1iHINGTON HOSS C,0 , ...... 12cie1 u1-a.e.1:1 .... ' VOL. 108 F'(;S_ 54-59 ..tc,b Mo. 1'7·01·••• ll,t,tt -· I A f;r-I¥ $SIi Wt1 I Of I :,0 UZ.·60Q • • • DRAillFIELD EASEIIENT TRIS AGREEME~T made and entered into this~ day of February, 1977, by and between ROY B. ANDERSON and MARGARET D. ANDERSON, his wife, hereinafter referred to ao "Anderson", and E. REX JONES and LETHA c. ,JONES, his wife, hereinafter referred to as •rJones'1 , 'liITNESSETH: lffl:EREAS, Anderson is the owner of the following described real estate situated in Kir:.g County, Washington: PARCEL 1'A 11 : The West 201 feet of the Southwest 1/4 of the Southwest ~/4 of Section 24, Township 23 North, Range 5 East, W.M. PARCEL "B": BegJ.nning at the Northwest corner of the Southwest 1/4 of the Southwest 1/4 of Section 24, Township 23 North, Range 5 East, W. M. : thence East along the North line of said Southw~st l/4 of the Southwest 1/4 of Section 24, a distance of 201 feet; thence North to the Southerly right of way line of County Road; thence Northwesterly along the Southerly right of way line of said County Road to the t'lest line of said Section 24; thence South along the Nest line thereof to the point of neg inning.: PARCEL ''C": Commencing at a point on the East boundary line of Section 23, Township 23 North, Range S East, W.M., which point io North 0°12'43" East 1398.72 feet from the Southeast corner of said Section 23 and South 0° 12 1 43 '1 West. 90 .13 feet from the point of intersection of the above described East boundary line of said Section 23 and the center line of the tract and right of way of the Columbia and Puget sound Railway1 thence from this true point of beginning South 0°12°43" Nest 420.63 feet; thence North 81'35'17" West 295,04 feet; thence North 0'12'43" East 400 feet, more or less to a line concentric with and 90 feet (radial measurement) Southerly of the center line of the Columbia and Puget Sound Railway; thence Easterly along said concentric line 295 feet, more or less, to the point of beginningr P;;gc 1 FILED for R~cord at Request ot 1"' excise TAX Nor REC'.:iriec, ROBERTS a ANDERSON ATTO .. N&YI AT LAW tu Wll.LIAMI .tl'HJIIUI IOUTN P. e, MJ[ •M fHNTON, WA9HINQTON •iiloae 120., 11a.11ao ~llf_~,9-Re~"''; ui~asian a, , , 1 y._/t;u_. , Dtjlt/1)' and • • PARCEL "D": A portion~: a portion o! the East 1/2 of the SoutMeast 1/4 of Section 23, Town~~ip 23 North, Range S Fast, W.M., described as follows: Beginning on the easte1ly line of said subdivision at a point North 0°12'43" East 1398. 72 feet fro•n the Southeast corner of said Section and South 0°12'43" West 90.13 feet from the intersection of said easterly line with center of tract and right of way of Columbia and Puget Sound Railwayi thence ~outh 0°12'43'' We~t 420.63 feet; then~~ North 81°35'17" West 295.04 feet to the true point of beg innin~H thence North O O 12' 4 3" East 265.00 feet; thence North 81°35'17" ~est 20.00 feet; thence South 0°12'43" West 265.00 feet; thence South 81'35'17" East 20.00 feet to the true point of beginning; WHEREAS, Jones is the owner of the following described real estate situated in King County, Washington: and That portion of the east half of the southeast quarter of Section 23, Township 23 North, Range 5 East, W.M. in King County, tvashington, described as follows: Beginning on the easterly line of said subdivision at a point north 0°12'43" east 1398.72 feet from the southeast corner of said section and south 0°12'43~ west 90.13 feet from the intersection of said easterly line with the center line of tract and right of way of Columbia h Puget Sound Railway: thence south 0°12'43" west 420.63 feet; thence north 81°35'17" west 195.04 feet to the true point of beginning: thence north 81°35'17" west 353.00 feet; thence north 0°12'43" east 384.52 feet; +:hence easterly on a 0°28' curve to the left through an angle of 2°32'28" an arc distance of 350.00 feet1 thence southerly to the true point of beginning, EXCEPT the east 100 feet thereof; and EXCEPT that portion of the east half of the southeast quarter of section 23, township 23 north, range 5 east, W.M. in King County, Washington, described as fnllows: Beginning on the easterly line of said subdivision at a point north 0°12'43" east 1338.72 feet from the southeast corner of said section and south 0•12•43• west 90.13 feet from the inter~ection of oaid easterly line with the center tract and right of way of Columbia & Puget Sound Railway: thence south 0°12'43" wes~ 420.63 feet; thence north 81°35'17"' west 295.04 feet to the true point of beginning; thence north 0°12'43" east 265.00 feet1 thence north 81°35'17" west 20.00 feet; thence south 0°12'43" west 265.00 feet; thence south 81°35'17" east 20.00 feet to the tr11e pdnt of beginning; and EXCEPT portion lying within Primary State Highway 5. ltOl!'llillTS 6 ANDIE"SON ATTORNIY• 4T LA.W UI 'WILLI ..... 1,YINUI IOUTH P. o.aox••• 111'1.NTON, WA.HINQTON teOl8 «.a.011 11a.11ao Page 2 • • • WHEREAS, Anderson presently has a n~ed for additional land in order to construct, ~aintain and repair a drywell or arlditio~~l drainfield for septic tanks presently located on the Anderson property and the Jones are willing to grant to Anderson an easement on a portion of their property for this purpose provided that said easement shall be conditional and shall terminate when a public sewer system is installed and available to Anderson for hookup. NOW, THEREFORE, it is hereby AGREED by and between the parties and for their respective executors, successors and assigns as follows: 1. Jones does hereby grant, convey and quit claim to Anderson, their heirs, success0rs and assigns, an easement for a drywell and/or septic tank drainfield on the following described property: That portion of the East 1/2 of the Southeast 1/4 of Section 23, Township 23 North, Range 5 East, N.M,, dascribed as follows: Beginning on the eaate.rly line of said subdivision at a point North 0'12'43" East 1398.72 feet from the southeast corner of said Section and south 0'12'43" West 90.13 feet from the intersection of said Easterly line with center o! tract and right of way of Columbia and Puget S,::und Railway; thence South O' 12 • 43" west 420. 6 3 feet; thence North 81'35'17" Nest 295.04 feet; thence North 0°12'43" East 265,00 feet to the true point of beginni!'lg; thence North 81'35'17" West 20.00 feet; thence North 0'12'43" East to the southerly margin of P.S.H. No. 5; thence easterly along said margin 20 feet, more or less, to a point which bears North 0°12'43 11 East from the True Point of Beginning: tlience South 0°12 1 43 11 West to the TRUE POINT OF BEGINNING, This easement includes the right to go upon said property for the purpose of constructing, maintaining and repairing said drywell or drainfield, 2, The parties expressly agree that this easement shall continue in effect only ~ntil auch time as Anderson has public sewers avnilable to them for hookup, Page 3 ROBERTS 6 ANDIEMON ATTORNI.Y9 AT L·AW m WILL, ..... AYt:HUll •oUTN ~. ·o. ...... ... fttNTON, WAININCITOM .... . CIOII li .. tlff ,. ' i • • 3. In consideration for the granting of this ~aseraent, Anderson shall pay to Jones thP. sum of $100 per year for the use of said easement. 4. T~:s agreement and easement shall be appurtenant to and run with the land and be a bene.fit to Anderson, their h~irs, successors and assigns. 5. Anderson agraes ~hat during the term of this agreement and easement that they will maintain the easement property in good order and will hold Jones harnless by reason of any damages that may occur by reason of Anderson's use of said property. Upon the termination und cancellation of this agreement and easement, Anderson shall return the easement property to its former condition and will execute and deliver to Jonas a release and cancellatio11 of this agreement and easemen:::. IN WITNESS WHEREOF the parties have hereunto set their seals the day and year first above written. C ·"'-"--·-"--'-....,_ _____ _ STATE OF WASHINGTON ss County of King On this day personally appeared before me ROY B. ANDERSON and rlARGARET D. ANDERSON' E. JlEX JONES and LETHA C. JONES' to me known to be the individuals described in and who executed the within and foregoing instrument, and acknowledged •hat they signed the same as their fre'e and voluntary act ....... and deed, for the uses and purposes therein -mentioned. ' · "· . / . . ' . ' .. GIVEN und"r my hand and offici.-1,.,,._e~i this / ': /l4y'9( -::,., February, 1977. .;; // , , ,. /i_.t;:.t{.,; >: ... · N<YfAjn/ PO BL If f n and for th, , , , f State of Washington, re1idt~· ./ ..at.i\'iiti~'NDaftlOH , ,,,,,,.,,··· ATTO .. NIYI AT LAN ,.,,,. tit WILLt.t.M•AVIIIIIUC 90VTN_•• •.:., .. IIIN ftll:NTON, WAeHf.NtaT(H,it ·~ Page 4 ,ao•> ua.,eeo j I I \ l ' : l \ I I i I I l1 .. • · Qpn11est ot ~ pl EOAiM:iR~tt~TURN TO: \t HAROLD B. COE 1 13th Floor, Tower·Building Seattle, WA 98101 • 84/04/10 RECD F CASHSL VALLEY .. FAIRE I ANO VALLEY_FAIRE_II AGR~NT *1020 13.00 ...... 13, 00 55 This agreement is entered into by and between OELCO DEVELOPMENT, LTD., as and for itself, its successors and assigns (hereinafter referred to as "Developer"), and FAIRWOOD GREENS HOMEOWNER'S ASSOCIATION, its successors and assigns (hereinafter referred to as "Association"). RECITALS The purpose of this agreement is to express the development conditions agreed upon by the Developer and the Association concerning proposed King County Ordinances Nos. 81-594 (Valley Faire I), and 81-593 (Valley Faire II) (the 'proposed plats•). These proposed ~lats are the subject of pending proceedings before the King County Zoning and Subdivision Examiner. In consideration of the mutual promises following, and other good and valuable consideration, receipt of which is her.eby acknowledged, the parties agree as follows: The Association agrees to support the immediate development of Ordinance No. 81-594 as it relates to Pnase A of Valley Faire I 140 lots>, and of proposed Ordinance 81-593 (V&lley Faire II, 37 Lots) and the long term development of Ordinance 81-594, Phase B oE Valley Faire I (85 lots). tn -1- B ·. j I• ,. l: l i } t I I / ...// l \ • • return the Developer agre~s to comply with th@ following ,;onditions, which conditions shall be binding upon the developer, its successors and assigns: 1. All conditions required by King County for preliminary plat approval shall be complied with by Developer. 2. There shall not be any direct vehicular inter- connection between the plat of Valley Faire I and the plat of Valley Faire II, except that 161st Street S.E. may be extended into Tract o of Valley Faire II provided that such extension will not allow travel over the west, south or east boundaries of Tract o. There also will be no vehicular interconnection between Tracts o and C of Valley Faire II. 3. All streets within the pro,;osed plats are to be constructed on 48 foot rights-of-way including any access road construction across the SPA power line right-of-way (extension of 160th Place S.E.) and the curb to curb dimension shall be the same as adjoining streets unless King County requires a larger size. 4. If King County does not accept ownership of the required open space area proposed for such use in the proposed plats, a homeowner's association or similar entity shall be formed or made available,· before issuance of the first certificates of occupancy, to take title to and maintain said open space. If King County does accept the open space, the Developer shall make such ionprovements -2- i,,~.,,~~l!!t·!~'f~}f~'t°'t'<i~fl,,,.~.''~1~ - I ... ' I :.1 I' i.1 ;, i '. .. 1, l' ' I I I ' I I I 1· ,~ • • i~cluding walkways, fencing or landscaping, as the County requires. 5. Instead of an open ditch for drainage, Developer will p~ovide a curb, gutter and sidewalk on one side of the access road referred to in paragraph 13 of the BALD Addendum ryport on Valley Faire II dated September 29, 1983, before issuance of the first certificate of occupancy. 6. The Developer agrees to provide donations of $500.00 per lot in Valley Faire I, Phase A and Valley Faire II (77 lots x $500.00 = $38,500.00) which shall be made to the Associ- ation upon the closing of the sale of each lot. 6A. If both of the above-described ordinances approving the proposed plats specify contributions of $1,000.00 per lot or more to King County for public services such as roads and parks, the amount donated to the Association shall be reduced by 501 for Valley Faire, Phase A, 7, The Developer agrees to donate to the Association $250,00 per lot on the remaining development of Valley Faire I, Phase B (85 lots), to be made upon the closing of the sale of each lot. 8. The donations made under paragraphs 6 and 7 hereof shall be placed in a trust fund to be created by the Associ- ation for the benefit of the Fairwood communities for the purpose of acquisition, development and maintenance of neighborhood parks and recreation facilities, 9, For the 77 lots in Valley Faire I Phase A and Valley Faire II, the issuance of certificates of occupancy -3- J . ; I 11 .1 l i ·, . i I I I ' ' r l ., • • shall be phased at six month intervals commencing with approval of the preliminary pla~, whereby no more than 20 certificates of occupancy shall be issued eveI')"six months, If under this schedule all 77 certificates of occupancy are not issued prior to June 1, 1985, all not issued by that date may be issued at that time. The development of Valley Faire I, Phase B, shall not commence nor shall building permits be issued by King County until the construction contracts are awarded for the widening of SR 169 westerly from 140th Place S.E. to Maple Wood golf course. 10, Subject to the approval of BPA, the Developer shall construct six-foot high chain-link fences along the east and west boundaries of the extension of 1snth Place S,E, (access to Valley Faire II), running from the southernmost limit of Tract "B" to the southernmost limits of lots 36 and 2, The easternmost fence shall extend eastward along the south boundary of lot 2 to lot 1. The approxi~ate locations of these fences are shown on Exhibit A attached. Subject to BPA approval, the fence shall be constructed of not less than 9-gauge steel mesh, fence posts shall be securely set ~n concrete with not greater than ten-foot centers, and a steel top rail shall be installed. Access to the portion of the proposed plats occupied by the BPA power line right of way shall be limited to em•rgenoy and BPA vehicles by means of locked gates and th• abova•described fences. Completion of the fence and gates shall oocur prier to the issuance of any certificate of occupanoy, unle11 de1pite reasonable diligence Developer is unable to obtain DPA approval ·4- 10'• ' l l Ji •·M·''J, __ .. A ____ .,..., _____ ,c: ____ , __ ra:~~, .... ___ ...... ---·---------------..... ----·\;'. ;i • ! l i t t , • • by that date, in which case the Association shall not object to the issuance of any certificate ,of occupancy. The con- struction of the fences and gates shall be completed as soon as possible after the start of construction. 11. The Developer has prepared, and shall comply with, a construction plan for Valley Faire II which is attached as Exhibit B. 12. The Developer shall comply with the following Recommendations and Other Considerations contained in the Add~ndum Reports to the Zoning and Subdivision Examiner by O the King County Department of Planning and Community Develop- N ~ ment prepared for the September 29, 1983 Public Hearing: 0 ~ al Recommendation l through 22, inclusive, except as <ii conditions 16 and 17 may be rev!~-.d by the Zoning and Subdivision Examiner and Other Considerations l through 4, inclusive, of the Valley Paire I Addendum Report, bl Recommendations l through 18, inclusive, and Other considerations l through 4, inclusive of the Valley Paire II Addendum Report. In addition, the Developer shall comply with the BALD Recommendation 19 for Valley Paire II proposed during the the November 3rd hearing. These numbered Recommendations and Other Considerations are incorporated herein by reference. The Developer shall comply with these Recanmendations and Other Considerations to the extent such compliance is not in violation of law. 13. To secure the performance of the duties of Developer relative to Valley Faire II described in -s- .•"'( . ; t r : , .. ' l: l. i' i l l I ' " • • paragraphs 4, 5, and 10, hereof, the Developer shall post a performance bond, subject to approval by the Association, in tr,e amount of $35,000 pri.:ir to the closing of the sale of any lot or the commencement of construction. The bond will be released by the Association upon fulfillment of such obligations by the Developer. 14. The parties agree that they shall propose that the County include in the ordinances approving the proposed plats the provisions of paragraphs 2, 3, 4, 5, 9, 10, and 11, hereof. 15. This agreement is intended to bind and run with the land, and the obligations of Developer set forth herein shall be deemed to do so. The Land affected is described in Exhibit C attached. 16. The Developer and the A~sociation agree that this contract shall be recorded with King County. 17, Should either party fail to comply with this agreement that party shall be liable to the other party for attorneys fees and costs incurred in judicially enforcing this agreement. 18. This agreement shall be null and void ,.,.,less the County approves the preliminary plats of Valley Faire I (Phase A) and Valley Faire II by April 15, 1984, which approval shall allow for immediate construction of land improvement programs with the opportunity for final recording of plats by January 15, 1985, or unless the parties mutually agree in writing upon an extension of these dates. -6- -~ I l i J l ! 1 I I I l ! I f f • i·. • DELCO DEVELOPMENT, LTD, A Can~an Corporation By: //d..J ~-- Position:.Ji'.L<:£:__~~f- Date: /;,,,, /J ... -1/,Jqf:} __ STATE OF WASHINGTON COUNTY OF KING BS, On this IL 1day of {),«. 1983 before me, the under~ signed, a Notary Public in and for the State of Wash- ington, duly commissioned and sworn, ~ersonally appeared . l'A-1lt,AfeA,. ;~ to me known to be the VU,C: ',c..n:,!ffi of DELCO DEVELOPMENT, ~D, , the corporation that executed the foregoing Agreement and acknowledged the said agree- ment to be the free and voluntary act and deed of said corporation, for the uses a purposes m nt ed. for-tlie residing • ~.goo GREENS HOMEOWNERS -~ -p1z.&,t>~')- Position,_ -t:::2---.,_1_2... __ Date: _ _/2 :.!_2_:Y.3_ FAIRWOOD GREENS HOMEOWNERS ASSOCJATION By~O Position: 16ce,1'bsllfi17'9 Date: /J.-12•! 3 SWORN ... 7 ... of , j .. _.,,_ .. ,, ,. • • nl \- ·. i ' j I ~ l j • • Exhibit B, Pa~ The follo·..iing conditions shall be set forth in a Contract Agreement between Delco Developments Ltd. an1 a Road and Utility ~ontractor for the construction of improvements for 37 single family residential lots in the Plat of Valley Faire II in King County, Washington: {See attached Sketch), l, The Contractor shall provide the necessary policing of traffic during the period of time when heavy equipment is moving in and out of the site along 162nd Avenue S,E, and 160th Place S.E. during all work5.ng hours hereinafter specified. 2. The Contractor shall sweep and cl~an paving along 160th Place s. E. and 162nd Avenut, s .E. This cleaning shall be executed as often as necessary to eliminate nuisances resulting from truck sp.i.lling such as mud on tireA and granular and earth loads being conveyed to and from Valley Faire II durinq the land development construction period. 3, Working hours shall commence no earlier than 7100 A.M., except no earlier than 9100 A.M. on the weekends, and shall cease no later than 5100 P,M. the afternoon of the same day. The Contractor shall be responsible for unlocking and locking the construction gates at t.hese specific times. Access to the construction site through these gates shall be limited to construction, emergency, B.P.A. and other authorized vehicles. In the event that the Contractor fails to meet the cleaning and policing requirements hereinabov& specified, the Fairwood Greens Home owner's Association shall have the option either to contract the work out directly with prior per111ission from Delco and charge Delco Developments Ltd. or negotiate with Delco oevelpments Ltd, to perform the work independently of the Contractor. Under either option, Delco Developments Ltd, shall withhold monies due the contractor in an amount equal to the cost incurred plus overhead and administration, - I I ,1 ' ' ·I ·/ ,I I t ., 3. ! ' j ' i 1 \ ! ' ' ' ' i 'l ~ s .... 8 ! I I I ( . .., -· ...... -.. ,.., . ' ( ·.. ... :, . \ ;: ........ .. h, . ' ----;,-l it~· • I I ........ FAIRE - "\ ........... •.J ·, ·, \ [ ' I ' . l '• .. ~./· .. j • Exhibit a. Pa~ ----·-·--,.- : I ' " 'I '' :1 ·1 11 Ii ·I ii fl i\ \I !I ,. 1· l! ' I. .,.. , / • • LEGAL DESCRIPTION: The N)i of the NElt of Sec; 26, Twp. 23 N,, R.5 E., W.M. Hng count.y, Washington EXCEPT the Bonneville Transmission Line . F ght-of-Way, TOGETHER WITH that portion of the SElt of Sec. 23, 'wp. 2:i N., R. 5 E., W.M. King County, Washington lying Southerly & the following described line; · Beginn!ng at the S.E. corner of said Sec. 23; thence ~ 0"12'43" E along the East [ine thereof a distance of 978.09 t.; to The True Point of Beginning of the herein described ine; thence N 81"35'17" W a distance uf 548.04 ft.; thence ·outhwesterly in a straight line to a point on the West line f said SE~ of Sec. 23, dist~nt thereon 655.00 ft. Northerly f the s.w. corner thereof and the ·terminus of said line. ~· <II,-: .• ,;J ~ ' ._.,. . ....... 0 V) ~ I-• 0 I-< !> 't'P (\}, ' \ ! I i I \ . . I I I ' ·1 I ' ,( ' ·] .. '.i I • JONSllN ~ J/JIISOII PS 3000 U1; ;r. 1;t \:;1L1f-lJ,ii;!\ !;[t!TrR 9ffJ FQ)jii!H MENU[ S~AffiE W1\SH:NGTOtl 93164-1001 0 • FORM 04 • CORPORATE/PARTNERSHIP SEWER EASEMENT NAME OF PROJECT: V,tu !sf r'./§"" tfdlflJ.f'. ,&lptll' &n· • TheunderslgnedGRANTOA, VA4.L€ y Viii"' /1o4/41! Jl~rtl' &tu • a G«dcCdd!.t N,pra,atiol't, partnersHp,.oilinlil1d ,-Plne:ship (designate appDcable emity) and tt, successors, and assigns ("GRANTOR1, lor and in cooslderalion ol lhe sum ol One Colar ($1.00) and 011,... valuable consl<Jeratlon, lhe receipt ol whk:h Is hereby ad<"°"ledgeo, hereby conveys and grants lo CEDAR RIVER WATER AND SEWER DISTRICT o1 King COUnly, Washington. a munk:ipalcorporalioo, and h successors and asslgns ro1STRIC1j a parpe1ual easement for the lnslalla11on. oporaeioo. maintenance, replacement and repair of sewer system tac:I/IIOs beated under, acruss, along, in and over lhe following desaibed ,eaf pRljlerty rPropel11) located in King Counly, Washlnglon: Legal Descrlpllon OI Perm11111nt sawer Easeman1 Legal Descnpllon ol GRANTOR'S en11ra parcel Is adached heralO as ExhlbH •A" which Is lr-.:orporalad by refe,.,.,.. Except as may lit olherwlse se1 forth heroin, DISTRICTS righls shall b8 exorcised upon lllal po,uon or lhe Propeny described as foUows: (1) Rlght-ol-Way. An slreel and road rights-of-way as now or hereafter designed, platted and/or conslruc:led wilhln Iha Prcpe~r dtdk:alld for use by 1he public as anown on Exhlbll ·a· which b allached herelo and lncorporaled by releronce; (2) Area Adjoining Rlgl1l-of-Way. A slrlp of lalld Ian leel In wi<l1h localed wilhin Ille Prope~y tJlng parallel ID and adjoining lh• area descrlbod In (1) above; and (3) Aroa Outside ol Rlghl-ol-Way and Adfoinlng Area. An area at land within lhe Property but localed oulslda ol 1he areas dosct;i,od in (1) and (2) above, occupied by certain ol 111G DISTRICTS sewer sysrem lacililies, wtrelher ex/sling or IO b8 conS1ruC1ed, as described on Elhlbh "C" allaehed herelO which Is ~petaled by relerer<e. GAANTOR further g,an1, IO DISTfliCT lhe righl ol access over and across the Property 10 and lromlhe aasemenl area described In SUCh Exhlbll "C ... GAANTOR unc1<1rs1ands 1hal lhe descripllons described In Exhlbhs "B" and "C" a11ached herel0 may 11ary lrom lhe actual location or DISTRICrs sewer system lacililies. ti Iha· actual locatlon of any of such lacilitles are malerlall)' diffen1nl lhan as described herein, OISTAICT shall prepare amendments IO the appropriale exhilil hetalo wilh an agreement lo modify such exhibil and shall presem lhe same to GAANTOR fo, exacurlon. In such evenl GAANTOR shal promptly exGQJJe such modltk:alion agreemonl and deliver suchdowmenllO DISTRICT for recording wlhoul requiring paymenl ol addilional i:onslderat~n. This Easament shal be non-e:i1:cluslve exi:epl as 10 the easement area described Ira Exhibit "C" allached hereco, wtik:h pa,t snau be eicctusive. Ttlfs easement Is necessary In order that DISTRICT may instatt or lake Possession ot sewer system Jacilil1es as and when needed lo furnish sewer sesvlce to p,operty within and wllhout DJSTRICT bouna'al1es: and tor such purpose, DISTArCT may, at such lime as DISTRICT detorminu It necessary to do so, rnsaaa. construct, malnlaln, operate, repair, and/or remove and replace ancvor make additions lo sewer systam facilities localed on said easemenl. DISTRICT agre8$ lllal when llre wcr1< al lnslalling and/or wnslructlng, removing and/or repallvlg and replilcing ancvor a~ 10 such sewar system fadlilies commences, the work shaQ ba performed con.Unuously and c.ompleled In a reasonable lime and with reasonable dispatch, laklng lnra account tho nature o! such wotk; and msm1cr agrees lhat upa11 compielion ol such work. 1he sul1ace of such easemenl shall be resiored and replaced to a condillon substan1ra11y equal to that before the work was n o I r::: 1 i\11\ L W.\wp\bat,1/om,'•tnllf'll81lll Cl ' • I . · ' • • J I 1 ; • ~ ... _, '-' .,, .,, ' ..,, -' ,,' ~ • 0 • • - commonced, lo lh• e111ent lhal • is ptacllcablo to do so, which shal Include replacemenl ol shrubs and Simla, planllngs. Tne GRANTOR shall ha,e lhe righl to use lhe surtace ol said easemelll aea so long as GRANTOR'S use Cloes 1101lnlerterawllhlhe work ol repairillgancl'or romovlng and replacing and/or adding lo Ille sewer syslem laclilles and awurt•nances, provided lllal no permanem building or SIIIJdUre ol any kind shal be erected on sale! eas,mem. The consltudlon and klslallillion ol asphal ancror conc,eCe paf111rG aurtaces by GRANTOR shall be a permined use. GRANTOR agrees lhal no digging or olher consiructlon shau occur OIi lhe Property wlllch would dwurb or endanger DISTRICTS sewer sysiem lacillUes illcltJdlng Iha c01T4>aC11on al earth around such faciilles . This easemem shal bo a covenatit running wllh Illa land ano shall be binding vpon and Inure lo the benefil of the panles and 111alr suoc .. sor, and ... rgns. r'I IN WllNESS WHEREOF, said GRANTOR has caused 1hls 1nsttume1111o be execuled lhls.....ze_ clay DI t?tty • 191£. STATE OF WASHINGTON COUNTY Of KING On lhlh l?,0 day 01<......;,-- GRANTOR: VA.LA,E y llnrw /1 1 ##:li !Iott« .P,111, • a GeNf!AA.., ear,t.:aelen, par'lneishJp, o, fi:0J1cd p25'Atr&~i• (designate appUcable entil By: /2.._ LI, Slgnalura Tile ' i,'_ 0 . Slijle ol)}'ashlnglon, duly 7-HJ.td Jli<J.-~-o me known 10 be the ,. lhal lllecutad lhe foregoing lnstnJme~ to be Iha trea and vorunta ~ lotlhe uses and pu,poses therein menlloned, and on oath staled that he ls aulhod.ted to exeane lhe said lns1rumen1. IN WITNESS WHEREOF, I have hereunto set my hand and allL<ed my soal, lhe day and year lksl wri"en ebove. l ! I •· ')c; V lh .. ... = "" ... _,J :lt;! g~ ..J .. ,, ,, -..... ~\!; L .. ,, ... §~ e5 ... ;; i= ~o " ... -' " ... fc: :, " C ;! I'-- ~ U") N N _; Cl N :: O') - • f) • • • E:,c.lt\BIT • A." 2trs11 lt: ... ~.~ r:. 'llle W••t 201 tHt or tb• SouthwHt qu~ar "'at t.ha southwaat quarter ot &action 24, Tovn•bip 2~ Hfrth, R&nga ~ E••t, W.H., in JCing county, W•ahington, . Parset B Beg1Ming at tba Hortl>Wat comer ot tlla S0uth11eat quart•r ct tb• Soutbwaat r.:artar ot &action :u, Townllhip :u Horth, Range 5 IHt, W,H,, n 11:ir.g County, N•ahlngton1 thence Eaat along th• Horth lin• of eaid southveat quartar of the Southv•at quarter of Section 24, a diatanca of 201 teet1 thence Horth to the southerly right ot way line ot County Roedl thence Hortbvaatarly •long tb• Soutberlr right ot way line of aald county Road to the Welt line of ae d Saction 241 thenoe South along the Waat line thereof to th• point ot beginning • P1rco1 c -encing at a point on tba IHt l>oundny -iine of Saotion 23, Townahip 23 Horth, Rant• 5 laat, W,H,, in Klnv county, Waahlngton, which point la Horth OQ'12'4l" Eaat 1,398,72 teat from tb• SouthaHt corner of .. id section U and South 00'12'4l" Weet 90,ll teat froa tha point of intaraection ot th• above deacribe~ Ea•t boundary lina ot .. id Saction 23 and the center lin• ot the tract and right of way of the Colllllbla and Puget Sound Railw•fl thence troa tbia tnie point of beginning South 00·12••3• Weat 420,Gl fHtl thence Horth 81'35 117• Waat 295.Dt fa1t1 thence Horth 00'12 143" Ellat 400 f11t, aora or lea•, to• line concantric wltb and 90 teat (radial aaaaur ... nt) southerly of th• center line of the Colllllbl• and PUget Sound Rallway1 thence Easterly along 1aid concentric lina 295 feet, aora or l•••, to the point ot beginning, bfcal P A portion of a portion of tbe Baat halt ot the Southeaet quarter of Section 23, Township 23 Horth, Range 5 Eaat, W,H,, in King county, w~ahington, deacribed aa follove1 &egiMing on the Eaaterly line of eald e\lbdiviaion at a point Horth 00•12•43• Eaot 1,398,72 feat fro• tbe Southaaat corner ot aaid Section and south 00•12•43• Neat 90.ll teat troa the intaraection ot aald E&aterly line with center of tract and right of way ot ColllJlbia and l'llgat Sound Railway, thence south 00•12143• Weet 420,63 feet1 thence Horth 81'35 1 17" Weat 295,04 teat to the true point of ba9inning1 thence Horth 00•12143• Eaet 265,DO faetr thence Horth 11•35117• Heat 20.00 teat, thonca South 00'12 1 43" Wast 265,00 teat, thence south 81'35 117" East ao.oo feet to tha true point ot beglnnlfttl. ..... -_;· .. :.:·."; .. · •· ')&:;vln ,i ! ) • 0 • • - ." .; • The land referrl!d to In this c111111tt11et1t Is located 1R the county of King, · State or Nasbtngton, and described as follows: • THAT PORTION Of THE EAST HALF OF THE SOUTHEAST QIIMTER Of SECTION 23, TOIINSIIIP 23 NORTH, AAIICE 5 EAST, W.N., IN klNG COUNTY, IIASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING ON TUE EASTERLY LINE Of SAID SUBDIVISION AT A POINT HORTH 0"12'43' EAST 1,398.72 FEET FIIOII THE SOUTHEAST CORNER Of SAID SECTION AND SUUTH 0'12'43' NEST 90.13 FEET fllOII THE INTERSECTION OF SAID EASTERLY LINE WITH THE CEHTElll.111£ OF TRACT AltD IIGHT-OF-NAY OF COLUllllA ANO PUGET sou~o RAILIIAY; THENCE SOUTH 0•12•0• llfST 420.63 FEET; THENCE NORTH 81°35'17' NUT 195,04 FEET TO THE TRUE POINT OF IECIHHING1 THENCE NORTII 81°35'17' WEST 353.00 FEET; THIIICE IIOIITII 0•12•43• EAST 384,52 FE£T; THENCE EASTERLY OH A 0°28' CUIIYE TO THE un TIIROUGII AN ANGLE OF 2°32'28" AH ARC DISTANCE OF 350.0D FEET; THEIICE SOUfflERU TO THE TRUE POINT Of BEGINNING; UCEP? THE EAST 100 FEET THEREOF;' AND EXCEPT THAT POITION OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 23, TOIINSfflP 23 NORTH, RAHG£ 5 EAST, N.N., IN klNG COUNTT, IIASHIN&TON, DESCRIBED AS FOLLOWS: BEGINNING ON THE EASTERLY LINE OF SAID SUBOUISION AT A POINT NORTH 0'12 1 43" £AST 1,398.72 FEET FRlllt THE SOUTHEAST CORNER OF SAID SECTION AND SOUTH 0•12•43• WEST 90,13 FEET fllOII THE INTERSECTION OF SAID EASTERLY LINE WITH TUE CENTER TRACT ANO RIGHT-OF-1/AY OF COLtllBIA I PUGET SOUND RAILIIAH THEIICE SOUTH 0•12•43• WEST 420,13 FEET; THENCE NORTH 81°35'17' WEST 295,D4 FEET TO THE TRUE POINT OF lfGIIIHING; THENCE NORTH 0"12'43" EAST 265,00 FEET; THENCE NORTH &1"35 1 11" IIEST 20,00 FEET; THEIICE SOUTH 0'12'43" WEST 265,00 FEET; THEIICE SOUTH 81"35 1 17" EAST 20,00 FEET TO THE TRUE POINT OF BEGINNING; AND UCEPT PORTIOII UIN& 1/ITHIN PRINAAY 5TATE UJGIIIIAY NO. 5. PAGE 2 ~t -~ ::I :, •o • "' ;j: ~::! > >w .,, ~o ~ L(') N ~ N _., 01 • 0 • • EXHIBIT "C 8 SEWER EASEMENT LEGAL DESCRIPTION THAT PORTION OF THE SOUTHEAST QUARTER OF SECTION 23 AND SOUTHWEST QUARTER OF SECTION 24, TOWNSHIP 23 NORTH, RANGE 5 EAST, W,H, BEING HORE PARTICULARLY DESCRIBED AS A FIFTEEN FOOT SEWER EASEMENT, HAVING 7. 50 FEET OF SAID WIDTH ON BACH SIDS OF THE FOLi.OWiNG DESCRIBED CENTERLINE: COMMENCING AT THE INTERSECTION OF THE EAST LINE OF THE IIEST 201 FEET OF THE SOUTHWEST QUARTER OF SAID SECTION 24 AND TH~ OOUTIIERl,Y MARGIN OF S. E. RENTON-MAPLE VALLEY II IGHWAY CS. R. No.167, ALSO KNOWN AS P,S,H, No.!iJ; THENCE RUNNING SOUTH 00°12'43" WEST ALONG THE EAST LINE OF SAID WEST 201 FEET A DISTANCE Of' 14,34 FEET TO THE TRUE POINT OF BEGINNING; THENCE RUNNING SOUTH 82°07'57" WEST A DISTANCE OF 399.54 FEE'f; THENCE RUNNING SOUTH 65°06'18" WEST A DISTACE OF 56.76 FEET; THENCE RUNNING BOUTII 81°04 '15" WEST A DISTANCE OF 287, 87 FEET TO A POINT ON TIIE WEST LINE OF THE EAST 542. 44 FEET OF THE SOUTHWEST QUARTER OF SAID SECTION 23, fROII WHICH POINT THE INTERSECTION OF SAID WEST LINE AND THE SOUTHERLY MARGIN OF SAID S.E. RENTON-MAPLE VALLEY IIIGIIWAY BEARS HORTH oo•ia•43" EAST A DISTANCE OF 384.52 FEET, SAID POINT Al,SO BEING TUE TERMINUS OF THE HEREIN-DESCRIBED CENTERLINE. 556-0lSI ,LGL • • 0 • '· ~.,. ' I -, r I \ ! I I ;fi • I ~· ' :r. 11 ar ', •, ~-· \ t· '· FaS \ • ,, !•. I \ I • =I~ I ' . j I \ .,, I .. -:.... . ., ' f!: r-- t.n ~ :~ '• l ,..,,. ., In ;,! , ... ~o ;~ -~ =.! ;6 w -,c ~t- 5~ , >w , :, ~o • • " • JOtlS~MI JONSON P_S 0 _ 3000 B;\ .: •. ~\ : ;:L.'. 1.;i.! ;:l\ ~·1_'.·011:.R g~n fGLifi; i i\tb 1\J~ Sfl\mE Wi\·;\':'l!,TIJtl 93164-\CO\ ~ ,.__ Ln N N Cl (\.J 01 FORM 04 • CORPOl!ATEll'ARTNERSHIP SEWER EASEMENT NAME OF PROJECT: VfUtF'-f /)µz,) f'?m:i11t:-r;:lh,w· (i?&;&.r;; /I. Tho undorslgntd GAANTOA. 2?,0BG;er A ~/JpM/<K , a lad Dolt DU BL co,po,atiOn. partnership, or linltad t1'> (desjgnate aiiplicable enttv) and Is successors. and assigns ('GRM'TOR;, lor and In consideration ol Ille sum of Ona t>onar ($1.00J and olllet valua!Jle OONid8tilllolt, Iha receipt of which Is hereb)' adlllowledged, hareby "'"""JIS andgranls lo CEDAR RNER WATER AND SEWER DISTRICT ol King County, Waslinglon, .... ~. corporation. and H, succesoors 1111d assigns ("DISTRICT") • pol)IOIUal oa'8menl lot the Installation, operallon, malnlanance, replacement and repaJt ol MWet srs,em tacllffies k>Cated under, across, along, In and over lhe tollowfng described real property ("Properly") localed In King Coun,y, Washlnglon: legal Oescrlpllon ot Pllrmantnt Sewtr easement tog al Desr:~pliOn ot GRANTO!\'$ entire parcel ls allaelted 11«010 as Exhlba • A" Whkh Is ln«>rporaled by reference. E,cept as may bo olherwise set tonh heroin, DISTRICTS llghls shall be e,,llfdsed upon lhat poltlon ol lhe Propeny dasr:rlt>ed as toaows: (t) Righl-ot,Way. All s1rae1 and road rignlS<Jl·way as now or here•ller designed, plafted att<l'or cons11utted within the Property dodlc:aled lor use by the pubf,c as shown on Exnlbll "B" which Is aHaclled harelo and lncoiporated by ralerence; (2) Atea AdlolniAq Rlghl·of•Wav. A slrip of land 10n toot In widlh located wilhfn tha Propeny lying parallel 10 and adjoining lhe araa described In (1) abOvt; and (3) Ar>a Oulslde of Rlght-01.wav and AdjoffllllQ Atea. ""' area of land wffh!n the Propenyl>llt loealed outside ol the areas described In {1) and (2) above, occupied b)' certain ol lhe DISTRICTS sewer syslem laclli!les, whalher e,Jstillg or lo bo cons1rucl9d, as d&scrilled on Exhll>ll "C" attached heralO whlc:h Is i"""J>0121S(t by reference. GAANTOR further granlSlo DISTRICT lhe lighl ot access over and acro5s the Property IO and trom the easemenl area des.cribed In.such Echlbh •c•. GRANT OR UndaJ>ll>nds lhal lhe clescrijllions <tescrll>ed In Exhlblls •e• and "C" anached hereto may vary lrom Iha ae1ual location ol DISTRICTS sewer syslam taeililles. H the atlUal loeallon ol any ot such tacif>lles are ma1ertally dilereol lhan es desaibed herein, DISTRICT shall prepan, amendmenlS 10 the appropriate Wibit horeto with an agreement to modify sud,. exhbil and shaU p,&senl U,e san11 to GRANT OR tor e>ecution. In such .vent GRANT OR shan promptly e>rN:ule such rroctillcaUon agrHmenl and dallver suchc!owrnenl 10 DISTRICT torrocordingwllhoul requiring payment otaddlllonal consideration. Tnis Easemem shall be non-exchJsiVe el(cept as to ihe easement. a!ea descfl>ed in Ethlbh ·C" attached hereto, wnich part shall be exciuSNe. Thi$ easement Is necessary In order lh.at DISTRICT may Install or take PoS5esslon ot sewer system lacililles as and when needed IO lumlsh sewer s01Vlco 10pmp&rty wllllln and wllhoUl OISTRICT boulldar!es; and tor such purpose, DISTRICT m.,y, a1 such lime as DISTRICT determines ft necassa,y 10 cto so, Install, construct, maintain. operate. repalt, and/or remove and replace &M'or malc:e additJons 1D sewer system tacililies located on said easement. DISTRICT agrees lhal woon lhe work ol installing and/or conslll/eting, removing and/or repaking and replacing and/or adding lo sucn sewer S)'!lem tadlilles convnences, lhe -shaD be pe,tormed continuously and compltled In a reasonablt lime and ~h reasonable dlspalet>, laf<lng true, ac:cou111 tile Mluro ol such work; and DISTRICT agrees lhal upon completion ol such -· Ille su~ac. ol rr.r. L easement shan be ros1ored and replaced to a concllion subslantfaf!y equal lo lhal be~~ rq}\ w.\wp\bl!Mforr.-..aMm8flb..u r_ji J_.,. ··-EW_Y£ " -.+, ... e J!i . A! ,,c: ~ In • • C ' . • • commenced, to lhe e,tont that K Is p,ac11cab14 to do so, whl:l> shaA tnclUdll repl-nt ol shrubs and slmllar plartlngs. The GIIANTOR shall have Ille riglll IO use tho su~aa, 01 said easement aru so tong as GRANTOflS use does not lnleilere wilh the""'1< of ,epalfjng ai,cjlorrama,m,g and replacing ardlor aocl1llO to the....., system lacflilles and _.ienancos. pmylcled ll>al no pe11!11flent bulldln!l or slNcture ol any kind shall be eroctll<I on said oasemeni. 'Ille COllSIIUdlon and Installation o1 uPhall ardlor concnote palkklg Sllllaees by GRANTOR shall be a peffflihd use. GfW(TOR agrees that no dl!iQing or otll<r construc11on shall ooc:ur on the ,,_~, Which woul<I c11s1u11> or endqe, D1STR1crs S1Wer sys1em fadlilfes lncll<f,ng Ille corrpactian of ea~~ an,md sue:~ laellilles. This easeme111 shall be a a>111nan1 MU1lng will> Illa land and shall be blt1'llng ""°n anci lnu<e 10 Ille benefll ot u,e parties and their successors ancl asslgnJ. IN Wf!N£SS WHEl'IEOF. Hid GRANTOR has caused this lnsllumtnl to be executed lllis_ day of ' • i9 • 192', STATE OF WASHINGTON COUIITY OF KING GRANTOA: On lhb ..;;;?.3_ day er ...,JA,) . ~art me, !he undersigned, a Notary l'Ul>flt: In and lot th& Stasa o1 Wa!Nnglon, mily commissioned and swcm, peBOnally """9ared PaBEP r: ,G Pl,,C,e..,,~ __ 10mekno'Wntobe1ha IMIUJJl.fauu 'Of-A!Y..o,LJ.ee eJS the. ___ _ ~ - 1hat executed the fortQDln; Jn,trUm&nl ta be lhe fr&e and voluntary act and defd ct ,asc, PScunze,, r ~ forth& uses and purposes mere In mentioned. and on oath stated lhal ho ls autho<ll8<1 IO ext<Ule lhe said lnstiument. IN WITNESS WHEREOF, I have hereunto set my hand and altbcecl my seal. lhtdaY and :,,earl!rll written aboVe. • 0 • • E'><.HlB1T • A." Porsel A Th• Weat ao1 teat or tb• southwaat quartar·or th• southw••t quarter ot S•ction 24, Tovnah1p :z~ H9ffh, Range 5 Eaat, W.H., in Ming county, waabington. · PO"ll B Be9inning at tb• Hortllv .. t corner of tha Southw .. t quarter ot th• southveat quarter or Section 24, 'l'ovnabip a, Harth I Range 5 Eaat, W.M., 1n King County, Wubingtan, thence Eaat along tb• North 11na of aaid southwest quarter at the southwest quart•r or S•ction 24, a dlatance of 201 feat1 thence Harth ta the Southerly right ot vay line ot county Roedl th•nc• Horthwaatarly along the Southerly right of way line ot eaid county Road to the Weat line of aald Section a41 thence South along the Wast line thereof to the point ot beginning. PIES@l C c-ncing at a point on the hat boundary -ilne ot Section 23, 'l'Ollnahip 23 North, Range !I laat, W,H,, in King county, Waahlngton, which point ie Horth oa•12•,1• Eaat 1,398,72 feat fro• the southoaat comer of aa1d Section 23 and South 00•12•43• West 90,13 feet froa the point or intaraection of the above described Eaat boundary line of aaid Section 23 and the canter lino ot the tract and right of way of the Colllllbia and Puget Sound Rallway1 th•nca froa thla true point of bacJinning south 00•12•43• wast 420.63 ieat1 thence Horth 81'35'17• West 295,04 taet1 thence Horth 00'12 1 43• Eaet 400 feat, aore or leas, to a line concentric with and 90 feet (redial aaaaureaant) southerly of the canter line of tba Coluabia and Piaget Sound Railway; thence Easterly along said concentric line 295 teat, aore or lHa, to the point of ba9'iMing, 21rco1 n A portion of a portion of the Eaat half of the southaaat quarter of section 23, Township 23 North, Range 5 Eaat, W,K,, in King Collllty, Washington, described•• follows: Beginning on the Easterly line ot aaid aubdiviaion at• point Horth 00•12•43• Eaat 1,398.72 feet troa the southaaat corner of aaid section end south 00•12•43• W••t 90.13 teat froa th• interaection of aaid Eaaterly line with center of tract and right of way ot c~ia and Puget sound llailway1 thence south 00·12•43• Wast 420,63 feat, thence Korth 81"35 1 17" Wast 295,04 feat to the true point of beginning; thane• Horth 00'12 1 43" East 265,00 teet1 thence North 81'35 1 17" We•t 20,00 featJ thence South 00'12 1 43" Wast 265,00 teet1 th•nce South 81'35 1 17" Boat 20,00 teat to the true point of beginning, ----. ~-.,. 1&4.-.i b j .. It • t& - ] ·;; , ; J ' I l I . ' ; 1 ! l :l I ')",.. In . ; • 0 •• • · . 4. ' The l1nd referred to tit this ccmnttinent 15 located In the county of kln9, State of Washington, 1nd described as follows: . : ·1t1AT PORTION OF THE EAST IIAI.F OF 111£ SOUTIIEAST QUARTER OF SECTION 23, TOlfflSHIP 23 NORTH, RMGE 5 EAST, 11,M,, IN klHG COUIITI, IIASIIIHGTON, DESCRIBED AS FOLLOWS: BEGINNING ON TIIE EASTERLY Lift£ OF SAID SUBOIYISION AT A POIIIT NORTH 0°12'43" EAST 1,398.72 FEET FR!lt THE SOUTHEAST CORIIER OF SAID SECTION Mo· SOUTH 0°12'43" NEST 90, 13 FEET FROM THE INTERSECTION Of SAUi EASTERLY LINE 111TH TH[ CENTERLINE OF TRACT ANO RIGHT-OF·IIAT OF COLlltBIA ANO PUGET SOUND RAILWAY; THENCE SOUTH 0•12•43• IIEST 420.&3 nm THENCE NORTH 81°35' 11" IIEST 195.04 FEET TO THE TRUE POIIIT OF IEGIIININGI THENCE NORTH 81'35'17' NEST 353.00 FUT; T~HCE IIOIITlf 0'12'43" EAST 384.52 FEET; THENCE EASTERLY ON A o•za• CURVE TO THE LEn THROUGH AN ANGLE Of 2'32' 28" AN ARC DISTANCE OF 350,00 FEET; THEIICE SOUTIIERU TO l'IIE TRUE l'OIIIT OF 8E6111111NG; EXCEPT THE EAST 100 FEET THEREOFr ANO EXCEPT THAT PORTION OF THE EAST HALF OF THE S011TH£AST QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, IWIGE 5 EAST, 11.H., IN KING COUltTr, IIASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING ON THE U.Sl£RLT LINE OF SAID SUBDIVISION AT A POINT NORTH 0'12'43" EAST 1,398.n FEET FROM THE SOIITIIEAST CORNER OF SAID SECTION Alto SOUTH 0°12'43" WEST 90,13 FEET Fllllll THE INTERSECTIOIC OF SAID EASTERLY LINE WITH THE C£HTER TRACT AND RIGIIT-Ot'-IIAY OF COLUltBIA I PUGET SOUND RAILIIAY; THENCE SOUTff 0'12'43" IIEST 420.83 FEET; THENCE NORTH 81°35'17' WEST 295.04 FEET TO THE TRUE POINT Of BEGINNING; THENCE NORTH II" 12'4J" EAST 265.00 FEET; THENCE NORTH 81°35' 17" NEST 20,00 fEETI TIIENCE SOUTH 0'12'43" IIEST 265.00 ftET; THEHt[ SOUTH 81'35'17" EAST 20,00 FEET TO THE TRUE POINT OF BEGINNING; Allll EXCEPT PORTION LYING WITHIN PRIIIAIIY STATE HIGIIIIAT NO. 5 • PAGE 2 .,., • -• ,.~,.1,r'~J'i-'"..r -_._...~, • I ' '• hi't:r' -..~ • ' '.;." •Y* .,. I ,, • 0 •• • BAIMA & HOLMBERG INC. 't'h,11. porti(lr1 of the Sl)Uth(•,1::t qu,:n-l<~r c,f t:eclion 23 nnd ~:outhwn~11-qu,,rt.fir uf Ho,~1 illn ?.4, Tciwn!jhip 2J :'llnrth, Ran~H: '1 F.,1ra. l't .!'t. , de!1.;'.'t i br-ri m; a [ j r urnn 1 not !H~1,mr P.asemen t whn!;,, cr.nlf!r·lino i:i d1?11c~rib1!d M.: follolor;: fl,mJhming c=t. tht:.' ir1lts!r!;f'f!tiot:1 of llw F.,l!it tinr~ of Lhf! Wr.!ll ?.01 ft-mt of thn ::outhuiitll quarter ut !:aid :::~ct.ion!'l, ,'lnd thn :wuthnrlr margin ,.r SE Rontcm Maple \'.11lnr JtiCJhW.JY (n.R. 16"1) alrm k11nwn a~• Pflll No. !">: Thunr.~~ ~r,uth 00~12',I]" 'Wr.~t ah,ng t.h,! F.;i!:I: }in,.• l'1f ~1;.1i11 Went ;?01 feet. i.l dir1tam:ie of ),l?..'16 fe•,t: tu 11nrl th•! tr11u rir1int tif IHHJirmintJ. Thi,nc~ ~ 8?-10 lJ li, .i rlb;t,1ncC' of -112.3~ fc~t to r,iferc:nce point "A"~ Thr!n~1;? !.! J?.··!i·l··l·l W. ,1 di!.itJnce of ,IA.01 (P.t.it I,, refercnr.c point "£,'·: T)urnr.c S •/6•·,lR··I(, h', ,1 iJjHl.dlH:f• or l8(i.13 ((•(!t; Thence R fl5-0J-40 ~. a dint~n~F· ,1r 104,Z9 !Pet to the t ,ir111inim of :,.-1 Lil ,1e11tr.rl I tm. TogNhcr with a (ift.f!!!ll foot. 1,;'ifJe ~w..:er P.,rneP1cnt wlwne r.i:-nl.11r l inc, i:; df'!r:c'!ribcrl ,H; fol lowr;: ANJinnin9 ar Rilld rt•f('rcncc point .. ,\"; Thcnc,.! S f.7-50-38 E. ,1 di~:Lanc:1! f,( J~6.5S fe•_!t: Thence s ::!J-16-3~ W, ,"I cliztdnce of nJ.O~ feP.t to reference point "C"; Thm1r.1: ~; 7-LJ-.I?. E, ,1 di::stanci:! nf l~B.66 f•.!~t to the terminun C"Jf !Jaid centorlina. Tn()f!tlwr with a f i £teen f"oot !::ewer ecJocment whose contorl in<? is dC!scribr.d a!:: followH: Beoinninq c1t Go1id r1?!ercnce pr>]nt "C": Thcnr.e N 87--12-,15 w, ~ dist~nc~ 11f Bl.JS feel to thQ t~rminug of gaid centerlin~. ToiJcther with ri fiftcf!h foc,t f;1~wHr r•,rn~mont i.hc:r.o <:cmt1!rli11e ir, cl~fi('.tibcd elf! f(l}}Oloi!>: nccJfoninq ilt :iJirl reforenec point "B": Thence .:.: 03-04-00 W. a <li~tnnce o{ i~o.lJ (c~t; Thence~ R6·4J-17 R, a rtintilnce r,f 1,19 .03 f1.~et. to the t1ffminu~ uf !1,.1id c::enterl inu, ~1it11,1te in King Cotmt\', Washington -------,------------------------------ 1505 t-NI GU.MAN BL,cV::_o __ __:S:::U:::lf;_E :c"c__...;:,s:::SAO:.:::UAI:::::;_' _: WASHINGTON 98027 206IJ92-02S0 --------"--'---- .,,_; .. •! . . . .. l,::i;: ,:, . }·: .I ' :--.. · ;·· • • I i I • . . ' . I I j ' I I I . I I I I I I ' ' ' I J .. .. ,·" 0 ..,. HAI 0 • \ ' ' I I I }I ar '. ~·-,1; \ !.I· .. :• ,, . ,a • \ • -- • I ,.. r I I i J ! I \ i i f \ I ' .. In • PROPERTY OWNER 0 • Right or Entr:r Agreement Renewal TCI Cablevision orWasbington, Inc. 15241 Pocif,c Highway South Scuttle, Wu. 93188 PROPERTY • RECEIB DEC 2 91994 KING couNTV RECORDER - Name: ROBERTE. MCCORMICK Address: 191 MAPLEWAY ROAD City: SELAH, WA 98~42 Name: VALLEY VIEW MOBILE HOME PARK Addre~,: 16405 MAPLE VALLEY HWY City: RcNTON, WA 98058 Contact Person: Contact Per.;on: Tele1>hone: Telephone: This Agreement entered into this ¢.1~ day of~/'lp. , 1994, by and between TCI Cablevision or Wushlngtou, ....-,.c. ("Ct,\r NY'), and ROBERT E. MCCORMICK ("OWNER") lc><ated at 191 MAPLEWAY ROAD, SELAH, WA 98942. In comideration of the mutual covenan1s, benefits and promL\es set out herein. the parties mutually agree as follows: I. OWNER hereby &rants to COMPANY the right to construct, install, own, upgrade, o~ratc and muin1am equipmenl ~'iury 10 pruvide cabte television service (' SYSTEM"), upon the pr<>J>Crty and within the huilding(s) consisting or 48 unit, located at 16405 MAPLE VALLEY HWY in the city of RcNTON, and the county of KING, in the state of Washington (thc"PROPERTY"'). 2. Subject to the availability thereof pursuant to applicublc programming ai:reements, and the terms hereor, it i~ understood :md agreed that lhe]rogramming semces uffcred by COMPANY hereunder will ho those generally ?rovide to the communi1y. COMPANY reserws 1hc right fmm time to lime and at any lime lo modify or change such programming. De/,t.{, elect 'cit • and rigi f access the const 1~n, install_a · n.opera~i : . m~nt a~ce ~&'? f 3. W "R sip ,vide, ;·1 ut charg · 10 the COM Y, a~u le s§§e nd 61 and r tr of the S 'l'EM, an ur marketin, d1scunnect1 and· m:u 1rung I rv1cc 2 ~ f~r ~\.'\lo resi nts of the OPERTY. including, i i:cessary, a · to any I k d roo u door . f< /,,...-.',)'J1hat ains the IPANY' STEM. J.c1.-. 4. COMPANY shall construct, upgrJde, install, own and maintain the SYSTEM in the building(s) described above, in accordance with all applicuble regulations and codes. All pans of the SYSTEM on the PROPERTY, regardless of whether installed within or outside of building(,) and whether in,1allcd overhead. above, or underground, and shall remain the personal property of the COMPANY, and shall not be considered a fixture to the real estate or f,xtures of the huilding(s) located thereon, nor shall any p:.u-1 of the SYSTEM be used at any time by or for the benefit of any ?arlY other I han the COMPANY. 5 COMPANY agrees to indemnify OWNER fur any damage C"Jused by COMPANY arising from or relating to the construction. ins1allation, operJ.tion or removat or such £acilities by COMPANY. COMPANY agrees tu mainlllin JlUblic liability insurance covering its activities on the property, in amounts of not less than $500,000 for injury 10 any one person, $500,000 aggregate for any single occurrence, and at least $500,000 for property damage. 00·01 --~ ........ ______________ _ .. • • 0 Ill 6. TYPE OF ACCOUNT. INDIVIDUAL RATE ACCOUNT: (Initials of OWNER). OWNER agrees 1ha1 COMPANY shall have the righl lo market ond contract with individual residems of tbe PROPERTY for service, who shall he charged and billed individually for connection to the SYSTEM al lhe COMPANY'S regular and current monthly service r,ies, including applicable taxes and connection charges applic-,ble to the service ordered. 7. By execution of the Agrccmenl OWNER hereby grant, COMPANY a Righi of Entry and Eusemcnl over, acros,, along and under the PROPERTY for lhe constru<tion, installation,. marketing. disconnecting. main1enancc, repair. and replacement of all parts or the SYSTEM tu serve the PROPERTY and/or adjoining properties. 8. OWNER agrees that r.">idcnl managers will notify the COMPANY if and when they become aware of any damages m the COMPANY'S equipmenl induding, but not limited ta, lock bo:ir.es, cable, V'JUlt and com.-crtcr~. 9. h is understood and agreed that COMPANY may abandon its facilities in place and shall nol be responsible fur the removal thereof if such abandoned facilities will not in1erfcre with the u,c and occupunc)' ul 1he PROPERTY. The facilities will not b,: considered to be abandoned unles., written notice to the effecl is given by COMPANY tu OWNER. IO. The term of thi, Agreement shall be for a period of 15 years. from the date first written above, renewable upon mutual agrc'Cment between COMPANY and OWNER for an additional term of IS years, however, the COMPANY may terminate this Agreemen1 with thiny (30) days notice to the OWNER if COMPANY is unable to install or maintain the cable television sy>1em beC'oUSC ul any guvernmemal law, rule or regulation or due to any other cause beyond the rea.,unable control of the COMPANY. Should the OWNER elect to subscribe to a Bulk Rate Account for a term to be less than full term of this Agreement, upon termina1ion or expiration of the Bulk Rate Agreement term the OWNER ma1 r<new that said Bulk Rate Agreement or convert to the individually billed rate account(s) for the remainder of the u:rm ur this Agreement as outlinell in section six (6), paragr,ph one (l) herein. 11. This Agreement supercedc-,; any and nil other Right of Enlry Agreements between the panies, either oral or in writing. :md replatcs all other or previous Right of Entry Agreement, relating U> the subject mauer hereof for the PROPERTY. 12. The b!!nefits and obligatiuns of lhis Agreement shall be ,considered as a covenant running with the land. and shall inure to 1he benefits or, and be binding u~n. the suo.-cssor>, assignees, heirs and personal representatives of the OWNER and COMPANY. OWNER agreees to disclusc said agreemen1 to any subsequent OWNER of the property. par ~n such ction shal be entitl to rec1;1 r its co· and e ')SCS o such apt{_ofl. 13~1egal~a · is neci· ry to e~e uny~'siont" Ag~en~#prevaiMg me ng r · · able au y's ree · · dctcnn1 d pursu· tu sue cuon. 14. Tho undersigned OWNER or au1hurized ab>cnt hereby represents that he/she is the OWNER of the PROPERTY, or the authorized ogent of the OWNER, with full authorily to bind the OWNER to the terms and conditions of this Agreement. 15. lbe OWNER shall nul use nor permit the use of the COMPANY'S SYSTEM installed by the CO~PANY or its agents, or any part of such S)'.STEM fur a~y pu'P'!'e. 01ryerthan the 1r~nsm1SS1on of the COMPANY signal. In pan1cular, but without hm1totton, the COMPANY'S SYSTEM shall nut carry signals from or become attached to a master antenna. individual ou1door antenna,, antennas for reception of signals from sa1ell11es, uthcr cable systems or uperJIDTS, or any other means of providin8 television signal. .'. --·=----------------- .. "'\ ' ( .J ' ... • • 0 • 16. The OWNER agreos that the Services provided herein are for the private viewing only of its tenants, homeowners, occupants and residents. 17. The OWNER understands that the Agreement is not binding upon the COMPANY until signed by an officer of the COMPANY. OWNER: ROBERT E. MCCORMICK :wt!P.i:{ Its: C]., «C It>: Stntc Vke President Dute:. _ _,,{~'-'~,,,_./z'4-y __ _ Da1e 1-1/Ll<f Date NOTARIZATION OF OWNER/ AUTHORIZED AGENT SIGNATURE STATE OF WASHINGTON COUNTY OF Yokima On this 6th dayof July , 1994,beforeme,aNotaryPublicintheSlale of Washington, eersonaJly appeared Robert E McCo !ck 10 me known to be the individual descnbed in and who execute t e wn m an oregomg instrument,. and acknowledged thal he/she signed the same as his/her free and voluntnry act and deed for the uses and purposes therein mentioned. SS WHEREOF, I have hereunto set my hand and offical seal the day and year ·uen. J I • ' l ! ! ' ·I ' j I l • ·:~··.· l .:::.. - 'i.; :" ,,. .... I, 'I .,I ~ • • 0 • STATE OF WASHINGTON ) )SS COUNTY OF KING ) On December 7, 1994, bcfon, me, a NDlmy Public in and for sold SUIIC. personally appeared Dan McCarty, known to me to be the Vice President of the corporation lhllt ••=tcd the within lnstn1mcn~ Jaiown to me to be lhe person who c.ccutcd the within Instument on behalf of the cmporation therein named as COMPANY and acknowledged to me that such corporation accuted the within Instrument pursuant to its by-Jaws or a rcsolulion of its board of directors. WITNESS my hand and ofriclal seal. Dorinda L. Buckles, Notary Public In and for the Stale o!Washington Residing at Bothell, WA My Commission Expires: March 30, 19118 • i I ' ; l -1 • • MASTER FORM IU?CORDED !!X fre 22 I 2, ii! '88 CEDAR RryER i1ATER i SEWER DISTRXCT NOTTCR OF UTILITY CONNECTIO\f CHARGES S'fT!H.: ~ R£::(:::.-·. rii~ .i ·:-. ), . NOTICE IS HEREBY GIVEN that the Board of COJffllissioners of the Cedar River water & sewer District have adopted: (l) Resolution Ho. 2285, as amended by Resolution Nos. 240J, 2404 and 2471, or as may be subsequently amended, establishing connection charges for properties seeking to connect to the District's water system, and (2) Resolution No. 1708, as amended by Resolution Nos. 2404 and 2471, or as may be subsequently amanded, establishing connection charges for properties seeking to connect to the District•s sewer system. All real propel:'ty within the land area descri~ed on the attached Exhibit A, for Which a connection to the Dlstriet•s water or sewer systems is requested shall pay the applicable connection charges in effect at the date of connection. Information on the amount of the connection charges and any other applicable charges may be obtained from tho District's office: lBlOO s.E~ Lake Youngs Road, Renton, Washington 98058 (telephone 255-5370). The recording of this Notice is authorized under the provisions of RCW 65.08.170, DATE~ this ;)...n.Q day of February, 1988. I D for R~r.crc CEDAR RIVER flATER & SEWER DISTR:IC"r OF IIIIIG COUll'l'l! .....J:::~ ... t STATE OF WASHINGTON COUNTY OF ICING ) )ss. ) ent ---· "' By ~«•,Y {Q Samuel w. Green, Secretary ,. r:r 1·.· " es,.•1)2.-'2~ RECT' F CASHSL *'"''*'•t;.,(10 i 1 7 certify that I know er have satisfactory evidence that CHARLES TERWILLEGAR and SAMUEL W. GREEN signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged that they vere the President and Sac:retary of CEDAR RIVER WATER & SEWER DISiz'RIC'r, to be the free and voluntary act of such party tor the uses and purposes hentioned in the instrument. DATED: f+ '-, (~ n, My Appointment Expires I L -t l -r, . ORIGINAL .. ' i I I I I I ~ --.· ·: -.. --. -~ .... ~ J """' HughG.Goldsmith & ,~ssocial es. inc. • • -• • ~cCEIYlU IHI$ DAT Return original to: Aue i•I 2 0~ / I! '90 Jonson & Jonson, P.S. (REJ/ev) . .. . 90/08/24 3000 Banlc of California Center.'!Y.1 !':' l '' ,,,, (JF RECPEE 900 Fourth Avenue RL\.l •i,' ',. . -.~,; RECD P Seattle, WA 98164 Kif,:;~:~··\:,( CRSHSL JIMENDED NOTICE OP UNPAID WATER CONIIECTION CHARGES RECORDED BY CEDAR lUVER HATER AND SEIID DISTRICT 2.00 6.00 NOTICE IS GIVEN that the Board of commissioners of Cedar River Water and sewer District recorded a Notice of Utility connection Charges under King county Recording No, eeo22204ssi that subsequent thersto, property has been annexed to the #1403 B District to el<p4J1d its boundaries, therefore, District hereby aunds such notice to include additional real property outlined on the map attached as Exhibit A. All properties within the land area outlined on Exhibit A seeking to connect to the water systS11 of Cedar River water and sewer District ehall pay to District the applicable connection charges in effect at the date of connection. Information on the amount of the connection charges and any other applicable charges may be obtained troa the District's office at 18300 Southeast Lake Youngs Road, Renton, Washington, 90058-9799 (telephone nllllber 255-6370). The recording of this Notice is authorized under the provisions of RCW 65,08,170. Dated this :;>.../'";iay of August, 1990. CEDAR RIV!R WATER AND S!WER DISTRICT OF STATE OF WASHINGTON CODIITY OF KING ss ~~o,~ a municipal ::~ Secretary I certify that I know or have satisfactory evidence that CHARLES TERWILLEGAR and WALTER CANTER signed this instrwnent, on oath stated th-.t they were authorized to execute the instrument and acknowledged that they ware the President and Secretary of the Board of Collllllissioners of Cedar River Water and sewer District, to be the free and voluntary act cf such party for the uses and purposes mentioned in the instrwae:;;ii""""'°' Dated: f -Lo -'i .:l >' ••• :: .. ~;:; 0: ···i,.S E':.:.·4. ~, of 3/9241•]/ocmdlgn.890 OR\G\NI\L ' .. ~ . ........ . ·:;•, r "'1' ... • _,___.,._. ~ • I.. ,._,,. i NORTH 14 ~ ·~~ 13 .~•. 7°1_.... • l"•1 MILE I . . ~~~'):;.::_~-·. --1~ -· -~~ ~ ~"'\~~. ' l ·~~~, .. ~ ··;i; . - ~~·· i\=~-. ;.,' _.,.. " I • • Qcf? HughG.Goldsmllh ,,< ·:·'i-r\( l.{)'V &ASSOCi<lles. Inc. . -·-~--.. -.. ~·,11, • ..-~ ~-;..:.:.;:,~ ..... ~4:.;.:~,;;:,,.:.:,.,;;;.':.,r;,\: i..)i;.·.~~,~~.:..i~~ ~~ ~·i/)!~i~: ' • • ··m~a·m~ 03:33:tO r'!i Ml"' (GlPliV mG.:(,S lj(iZ LCII UG g ~ .STEWART TITLE COMPANY .--------------,' ... , .......... .. •I [olfll-•· FtLEO fOR RECOl'ID AT REOU£ST OF WHEN RECORDED RETURN TO Noma _ __,C~o~n~t~i~n~e~n~t:;a~l::....;E~•~c:;r~o:;w:...;C~o=m~p~•=n~yc..... __ Addtcu -~6,.1.,5.._,S,,Ee....,Ce,h,,k,.,a,,l::Oc.V'-!S:.;t:;e:.....:3:_ ____ _ C>1y, Sialo, Z¥ancouver, Wa 98684 .. 5200 THIS SPACIE PROVIDEC FOP. RECORDER'S USE C C ' ~ m .. ' m C\J ' .. C :::, . l 2J227N '-1' Ouit Claim Deed t,..P&No. 12 ~ CII THE GRANTOR Randall B Hemmingsen and Molly B Hemmingsen, Husband & Wife m C\I and Stanley R McDonald •nd Gwen E McDonald, Husband & Wife ~ ~ M C\l,tor m"d 1" c.onSidora1,on of parents to child-love 6 affection ij .,,. 0 con11 0,,., an11 i:iuit clti""• to Randall B HetnPlingsen and Molly B Hemmingsen, Husband & Wife M ~ s .. .. " i\ ,.: .!-' .. "' .... ., " j:; . ' iJ. I '"' ·" l! Lot 6, Block 5, Golden View, an addition to the City of Seattle, according to the plat thereof, ~ecorded in Volwne 27 of plats, page(s) 28, in King County, Washington • STATE OF WASHINGTON,} o,uniy C).1J-y-(., _ _. .._ have satisfaeuxy cvidcna, wt{<~ (:;,. L Noiary Pll/1/ic in, tJ/1//for w Sll1Je of Washir. Tnid/ngat c....,._--------'8f,)n, My appoinrme,,r opira ti, ' I b · C\ Lf .,,...-:----' . . . . : ' ' / IV . ' .. :.·· •'• ..... ... .'; .... , ' • "3J~iC:l-cm 03:33:(3 P:! J.':I~ COIJl!lV m:r;i~; fiv! LC~ 8.DO ~ .STEWART TITLE COMPANY -... 1,.4.,,..~ ol(•c•11..,u- FILED FOR RECORO Al REQUEST OF WHW RECORDED AETURN TO Nom, -~C~o~n"'t._i.,n"'e"n"'t::a::l::_:J,::::'•:.:c::r:;o:;w:;_;C:;o:;m:,Pc:•:;n.,y __ _ • 0 0 r--------------,• 1HS SPACE PROVIDED FOR RECORDEll'S USi 0 0 (') <n <n .. Ado,111 -~6~1~5.__,S.,E,._,c,,h,,k,,a"l"o"v'-'S"t::•:...:3:______ ~ ru Wa 98684-5200 ' __ __JLUZ1.1!!.N ____________ _.::========== ~ 0 Quit Claim Deed LPB No. " i'I ~ THE GRANTOR Randall B Hemmingsen and Molly B Hemmingsen, Husband & Wife ~ ~ and Stanley R McDonald and Gwen E McDonald, Husband & Wife ~ ~ ~ ~lor Urld in c:on1id1r111on OF parent& tO Child•lOVe & affection "" ~ w 0 convn~ el'\ff quit ct1im1 10 Randall B Hemmingsen and Molly B Hemmingsen, Husband & Wife I') ~ d u " .. :...· >. I 1:u •• 'U n il ti D ,. '. 22 LJ • s111 .. or W111hlng1u: Lot 6, Block 5, Golden View, an addition to the City of Seattle, according to the plat thereof, recorded in Volume 27 of plats, page(s) 28, tn King County, Washington. ... I ndNC ll>tl ey ·R:·&· Gwen-E-ll<>Den&l • ••• O --N ~ ....... ,,,,t11 ....... ,__ .......... , -__ A!ll'.U._.?3-1-_.!2.?.3_ -~- c '" tlld ....... :.. ...•• w., ........... .. ?Y.'4TTL-E" ---- '"'""~------IH. I I ••1111' 111.ol I '-•• .. llros ........ ,.,, -•II ..... • -• • •• •• ·-• - ____________ ...... ,....,,.,, ,<oR ....... ..., w .. , •1, ..,d NI~ fltlM•llt •""9wl,~NI IIMI l~e.1111,,llllltl 11, ... 11t11 ql,l-•1. ,11 ...... ,...,~'-----·--·--·--.. ··-······"It! ....... ·····- IM IQ"-11"4 IC~ .. ltHth ------·-· • , • •··-·•. ··--------·-·--- / ... '. . ;~··. ' .. ,; ·:, .~- 'T.:"?:'.:';;;;,;,;ii;!,:l:'.';;;~~'i'!l'l"!~.,i;.t1 •.• :~.r,~.~L.~.·.~i.~,~.--·~~ .... '.·~.~-,'.·.i .. ·. / -~l-1;t~~ ... ~~~L-~~L"!i.. 17,:'1 ,, " ' • • ! II ii i,i,' ''I 11,1 / JI // 11 J I i I ii 1, /i 11, l'I i )! lj il I 1/ 1r1' I, HI 11 I ·1'1 ) I: !I' :rl ·" ·' 111 1:1 ,, ,, ,, ~ "I OF ees"El'IO 23,08 IC!~s c&l3rv u . 17 • 11A Memorandum of Lease Assessor's Parcel Number 232 305 9029 09 Between Robert McCormtck<and>Joyce L McComnck ("Landlord'1 Bild Vo1cestream PCS !II Corporation, a lklawarc c,o,porat1on ('Tenllllt") 20030225000923.001 A S1te Lease with Option (the "Lease") by and between Robert McConmck<and>Joyce L McComuck ('Landlord") and Vo1cestream PCS lll Corporanon. a Delaware c:orporauon ("Tenllllt") was made regarding a porl!on of following the property Abbreviated Legal Descnpnon STR 232305 T AXLOT 29 POR OF SE 1/4 OF STR 23-23-5 & POR OF SW 1/4 OF 24-23-5 BEG AT SE 1/4 COR OF SD See Attached Exhtbtt «A• For complete legal descnpt,on incorporated hCl'CU! for all purposes The Opnon JS for a tenn oftwel.e (12) months after the Eft'ecllw Dale of the Lease (es defined under the Lease), W1lh up to one add1nonal twelve (12) month rcmwal ("Optional Penodj The Lease 1s for a term of five (S) years and will commence on the dalt as set forth 1n the Lease (the "Conunencement Date'? Tenants hall have the nght to extend this Lease for fiw (S) add1t1onal five-year tenns IN WITNESS WHEREOF, the parties hereto have n,specttvely executed this memorandum effi:ctt.e as of the date of the last party to S1gn LANDLORD By Printed Name Its Date LANDLORD By PnntedName Its Date Robert McComuck (}U~.;f Joyte L McCormick TENANT By PnntedName !ts Date • • 20030225000923.002 Vo1cestream PCS Ill ~!aware corporabon BMnThtn~ Vtce President.. Western Region ~ .... ~-o...-:2- • • 20030225000923.003 /Notary block /Dr l11dlvidu11/J STATEOFWASHINGTON • ) /IL k )ss COUNTY OF 'fjt.l. ~c.... ) :fo, Ce l . l'J;\ ~ (0 ,-rr, 1../( l certify that I know or have satisfactory evidence that {2_i, b.._,--f-l'Y) "-(.;,,-rh , C. I<.. ts the person who appeared before me, and said person acknowledged that he/she signed tins instrument and acknowledged 11 to be lus/her free and volwitary act for the uses and purposes menttoned m the instrument Dated 5-0-0~ (Use tblS space for nolary st.amp/seal) [Notary block/or Te111J1U] STATE OF WASHINGTON COUNTYOF l;'.'..10% Notaryi,i;/L-!· PnntName ._J.,._ci~-e 'f\ ~ My conums51on expires I 2--1 5-D, 3 ) )ss ) I certify that I know or have sa11sfactory evidence that ~a E:, Ul'\ne.l'"§.o O 1s the person who appeared before me, and said person acknowledg~ t he/she stgned tlus mslrumcnt, on oath stated that he/she was authonzed to e><ecute the mstrument and acknowledged 11 as the YP -Wu.4ero ~on ofVotceStreamPCS III Corporation, a Delaware Corporatton to be the free and volwitary act o such party for the uses and purposes mentioned m the mstntmcnt Dated (Use th JS space ror ROW)' stamp/seal) I Stte Number: Sl!4627C \.-u..4, o o.~ Notary Pubhc PnntName tQtc..he.lle. L, Abbe,~ My co=wn expires u, -t 3. • zoo Site Name. Maplewood Oolf Course/PSE/MoCormtck Market Seattle • ,, • PARCEL A Memorandum of Lease EXHIBIT A Legal Description The Property lS Jega.lly desrnbcd as follows· • The west 201 feet of the southwest quarter of the ~out.1~w~~t quarter of Section 24, Township 23 North. Range 5 East, WM, 1n K1n9 County, Washington PARCEL B Beg1nn1ng at the northwest corner of the southwest quarter of the southwest quarter of Section 24, Township 23 North, Range 5 Bast, w M., 1n King County, Washington, thence east along the north line of said southwest quarter of the southwest quarter of Section 24, a distance of 201 feee, thence north to the southerly r1ght of way line of county road, thence northwesterly along the southerly right of way line of said county road to the west line of said Section 24, thence south along the west l1ne thereof to the point o{_be91nn1ng PARCEL C Commencing at a po1nt on the east boundary line of Sect~on 23, Township 23 North, Range S East~ WM, 1n King County, Washington~ which point 1s north 0°12'43" east 1398 72 feet from the southeast corner of said Section 23 and south 0°12'43" "West 90 13 feet from the point of 1ntersect1on of the above descriOed east boundary line of said section 23 and the center line of the tract and right of way of the Columbia and Puget Sound Railway, thence from this TRU~ POINT OF BEGINNING south 0°12'43~ west 420 63 feet, thence north 81 °35' 17" west 295 04 feeL thence north 0°12•43•• east 400 feet, more or less, to a line concentric with and 90 feet (radial measurementJ southerly of the center line of the Columbia and Puget sound Railway; thence easterly along said concentr1c line 295 feet, more or less, to the point of be91nn1ng, P EXCEPT any portion thereof which lies northerly of the southerly margin of Southeast Renton-Maple Valley H~ghway (PS H No 2) as established by deed recorded under Record1ng Number 1S4S508 ANO EXCEPT that portion of the east half of the southeaat quarter of Section 23, Township 23 North, Range S East, w M, 1n King County, Washington, described as follows Cornmenc1ng on the easterly line of said subdivision at a point north 0°12•43• east, l,398 72 feet from. the southeast corner of said section and south 0°12'43• west, 90.13 feet from the intersection of sa1d eaaterly line with the center tract and right-of-way of Columbia & Puget sound Railway; thence south 0°12•43• west, 420.63 feet, thence north 81°35'17" west, 295.04 feet to the TRUE POINT OF BEGINNING, thence north thence north thence south thence south BEGINNING. 0•12•43•• east, 265 .. 00 81°35'17· west, 20.00 0'12'43" west, 265.00 81°35'17~ eastt 20.00 feet; feet; feet; feet AND EXCEPT portion lying w1th1.n Primary to the TRUE POINT OF State U19hway NO 5. 20030225000923.004 . '. • ' PARCEL F Memonadum or Lease EXHIBITA Legal Description The Property is legally described as follows: • The north 50 feet of the east 350 feet of Tract A of the plat of Valley Faire lI, according to the plat thereof recorded in Volume 131 of Plats, pages 39 through 43, inclusive, in King County, Wash1ngton1 as measured along the north l1ne of said Tract A PARCEL D A portion of a portion of the east half of the southeast quarter of Section 23, Township 23 North, Range 5 East, WM, in King_County, Washington, described as follows Commencing on the easterly line of sa~d subd1v1s1on at a point north 0°12'43" east 1398 72 feet from the southeast corner of said Section and south 0°12'43" west 90.13 feet from the intersection of said easterly line with center of tract and right of way of Columbia and Puget Sound Railway; thence south 0°12'431 west 420 63 feet, thence north 81° 35' 17" west 295 00 feet to the TRUE POINT Of BEGINNING, thence north 0°12'43" east 265 00 feet, thence north 81°35 '17" west 20 00 feet, thence south 0°12,43n west 265 feet, thence south 81°35'17" east 20 00 feet to the TRUE POINT Of' BEGINNING PARCEL E That portion of the east half of the southeast quarter of section 23. Township 23 North, Ranges East, W.M, in King County, Washington, described as follows Commencing on the easterly line of said subd1v1sion at a point north 0°12'43" east, 1,398.72 feet from the southeast corner of said section and south 0°12'43" west, 90 13 feet from the intersection of said easterly line with the centerline of tract and right-of-way of Columbia and Puget Sound Railway; thence south 0°12'43" west, 420 63 feet, thence north 81°35'17" west, 195.04 feet to the TRUE POINT OF BEGINNING, thence north 81°35'17" west, 353.00 feet, thence north 0° 12 • 4 3 11 east, 384 52 feet; thence easterly on a 0°28'curve to the left through an angle of 2°32'28", an arc distance of 350.00 feet; thence southerly to the TRUE POINT OF BEGINNING; EXCEPT the east 100 feet thereof; 20030225000923.005 • RETURN ADDRESS· Wastnrigton Mutual Bank Yalurne Commero1;al Ba11unO Canter 2i 1 E Vafoma A\lemu. Yakima, WA 98901 DATE Oetober 29, 2003 • .!VU~llU!>UUl~.UUl l.llfllll .fili1NIJ.,,f!f, 31. .. =. .... DEED OF TRUST Reference# (1f apphcable) ----------- Grantor(s) Add1t1onal on page __ 1 McCormick, Robert E 2. McCormick, Joyce L. G1antee(sl 1, Washmgton Mutual Bank 2 Pac1f1c Northwest Title Company, Trustee Legel Desonpnon. Fill rucr A, VALLl!I FAIIII! Il1 VOL. 131, l'GS. 39-43, PTB SW 24-23-0S & SE 23-23-0S Addmonel on page __ Assessor's Tax Parcel ID# 232306-9029-09 PNW-r S-4'330q-i THIS DEED OF TRUST Is dated October 29, 2003. among Rob4trt E. McComuck and Joyce L. McCwmlck, husband and wife, wllolO addrHa 11 191 Maplowoy Road, Selah, WA 98942 ("G,antor·), Washington Mutuel Bank, whoH ma,Hng addrna 11 Yakima Commercial Banking Center, 211 E. Yakima Avenue. Yakima, WA 98901 (referred to below eometlmu as .. Lender" and somattmes as .. Beneficiary•). and Pacrfic Northwest Titte Company, whoae mail1119 address b 216 Columbao Stroot, Sootdo, WA 98104-1611 (refo,rod to below H "Truatoo"I. • DEED OF TRUST (Continued) • Page 2 CONVEYANCE AND GRANT For wluabl• oonlldllnltlon, OrMTtor convrp to TrwtN m m.t wJth pow81' Gt ule, nght of .ntry and posaesaon llftd lot th• IMMflt Of Lender • Banafk:sa'y; all of Grantor'& nght, titfa, and ll'ltatest tn and to 1he folkJw,ng des<:nbad n11I property, together wrth ail a.ost:1n,g or aubaaquendy erected Of affixed butld1ngs, improvements and fixtures, all euemenui, ngha of wwt, and appurtell&ncea, aa water, water rights and ditch rights {ll'lcludmQ: 8tOclt ., ublmes with ditch or 1m;at,on rights), and an other rights, royalbes, and FOfits relating_ to the real pro-petty, 1nclud1ng without hmrtation an mmerela, <NI, vas, geothermal and similar matters, ltha nReal Property") Socated In King County. State of Washington See Exhibit .. A• attached hereto and by tins reference incorporated herein The Real Property or its llddress Is commonty known as 16405 Southeast Maple Valley Highway, Renton, WA 98058. The Reel Property -ldentlflcatlon numi><II' lo 232305-902!Ml9 CROSS COi LATEAAllZATION In addrtion ta the Note. thia Deed of Trust $8Cllff all obbgatiom1, debts and l'8b1btNU1, plus Interest thereon. of Grantor 10 Land•, or any one or more of tham, as well .as all ctauns by Lender ageinst Granto, or any one or more of them. whether now exlStlOg or hereafter ans,ng, whether retated or unreJated to the purpose of the Note. whothar voluntary or otherwase, whether due or not due, <krec:t or ltld1r.ct. do1ermmed or uodetenruned, absoh.ite or contmgent, hquidimd or Wl11qu1dated whothor Granter may be liable 1ndl'vldueUy or JOindy With others, whether o~ M ,guarantor, surtt(, accommodation party or otharwt811, and wlietller 1'8C0"1efY upon sueh amounts ~ be or horeahsr may become barred by arry statute of t11,1rtabottS, end whether the obllganon to re~y auch vnoWYtS may be or hel"Hfter m~ become otherwsse unenforceable Grantor hereby Mugnt; •• Meunty to Lendar, all of Gl'lWlt<ll"s nght. tide, end ll'IQlrest m 11nd to all leNM, Rent9, and profits of tha Property Thia asa,gnment i, recorded 1n acconhnce with RCW ee 08 070, the ben created by this a551ignment is intended to be specrhc, perfected and cl'IOate upon the reoordrno of tM Deed of TNit L8ndef grants to Granto, a Qtlff to collect the Rents and profits, which lleense may be revoked at l.enclM'I option and 1hlll be automatx:l!lllly revoked upon 11ec,laratton of an o, part of the lndabtadnesa THIS DEED OF TRUST, INQ.UOlNG THE ASSIGNMBIT OF RENTS AND THE SECURITY IIITSU;ST l'I THE RENTS AND PERSONAL PROPERTY, IS GIVEN TO SECURE lA} PAYMENT OF THE INDEBTEDNESS AND IBJ PERfORMANCE OF AMY AND ALL OBUGATIONS UNDER TH£ NOTE, THE RELATED DOCUMENTS, MD THIS Pe£D OF TRUST THIS DEED OF TRUST IS GIVEN ANO ACCEPTED ON THE FOLLOWWQ TERMS PAYMENT ANO P'ERFORMANCE Except as othel'Wlse provtded m. ttu, Oeed of Trust. 13rarrtor shall pay to Lender aU amounts MCUl'ed by tlll8 Deed of Trual as they btcome. due, and ahal Btnclly and in a timely rnamer perfonn all of Orantor'• obhgatl0tl$ under the Note, thia Deed of Tf'Ult, and the Rei.tecl Documents POSSESSION AND MAINTENANCE OF THE. PROPERTY Granter agreea that Grantor's pos..,ion and use of the Property shal be goverl18d bv the following proV1S1ont POSSU$10n 111d UM UrrtJI 1h11 occurronce of an Event of Default, Granter mey 111 remain 1n poss8$SK>n and control of tha Property, 12t use, operate or manage 11ie Properly, and (31 coffect the Rents from the Pro~rtv fthd ptlYllege ia • lletnH from Lender to Grantor autom1t1cally revoked urxm default) TM following proY111ons ro&at8 1D the UN of the Property or to other limitations on the Property The Real Property 1& not uffd pnnctpally 1ot egnw1tura1 purp(IMII Duty to Na.ntli!R Granter shall matnta1n the Proc,etty m teiNlntllbl~ coodrtlon and prompdy perform all repau's, replacementa, and maintenance neceaaary to prSINN'Ve tta value Nw:Hnce. Wam Grantor 11haD nol cauae, conduct or pcmmt any nuisance nor commit, permrt, or sutler any stnppng of 0t waste on or to the Property OI" 8tlY pomon of the Property Without •nv1:1nu the generality of tha foregoing, Granto, will not ramove, or o,ant to any other party the nght to remove, any 'bmber, mrne,al& (including OIi and ljjlU), coal, clay, scone, ao1I, g,_.,., or rock. products without Lendor"s pnor wntten coANnt Rwnoval of lmpronments Grantor ahan not d6mohsh or mnova any ~provementa from the Real Property wrlhout lender's prior wntten consent As • cOl'ldmon to the ,.moval of arw Improvements, L.endar may require Grantor to make arrangements aatlSfeeto,y to Lender 1D replace auch lmptovementa wrth lmprowm.nta of at lent equal value L..nditr'• fbght to Enwr Lender 1nd Lender's agents and repretiantatntlla may anter upon the Real Property at an reasonable times to attend to Lencter·s 1nt•rests and to 1nsp&Ct lhtr Real Property for purposes of Grantor's compliance wtth the 'terms and eondltlol'IS of tMI Deed of Tn.,st ~ w?th Governmental Reqt11tomonia Grantor ahall promptly comply, and ,tta11 prompCfy cause compliance by an agent:8, lllnantt o, other persont or entlttel of 9Y8I\' nature whatsoever who rent. lease or otherwiae use or occupy the Property 1n ar,y manner, wrth all lawa, ordinances, ar¥:i r9gutabons, now o, hereafter "' effect, of au governmental authonties appSu::able to the me Of occupancy of the Property. including without bmrlat1on, the Arnencao. Wrth Dt&abahtl!nl Act 0111ntOF may contast m good faith any such law, ordtnancs, or regulation and withhold comphtnoe di.Sing any proceeding, 1nckxbng appropnate appeals, to looo as Gram.or has not1fl8d Lender m wntlng pnot to dotng so and so lol"lljjl as, m Lender's sole openKln, Lender's interests. lf1: the Property aro not ~p.dll9d Lender may require Gr,;rt10r to post adequate Neunty Of a surety bond, 111&SOnabiy satiafactory to Lander, 10 ptOteCt Lender's interest Dvty to Protect Gramor agrees neither to abandon or leave unattended the Property Grant0r .shall do all other acts, 1n add111on 10 1hou acta aet forth above in this 1ecuon, which from the charactff and uae ot the Property are reasonably neceaaary to protac:t and preserve tha Property DUE OH SAU· CONSENT BY UNDER londer miry, at Lender's ophon, (A} MC::m 1mrnecbalely di.Mt wvJ payablis all sums secured by tllla Deed of Trus,t or (Bl 1nc,eaae the rnterfft rate proV!Cled for tn the Nota o, other clocumem ev1danc:1ng the lndebtednen and impose such other eondltl0n8 as Lendw deems appropnata, upon the sale or 1r111ntfer, Without Lendw's pnor wntten consent. of all Ot lf'Y pert of the Real Property, or any 1ntarest in the Real Property A •sa1o or transferw means the conveyance of Rul Property or any nght, trtle or 1nt8fHt In the Real Property, whether legal, benefic.al or equitable, whether voluntar,i °' wwofl.rnl.MY. whtttJ'IBt by outnght sale, deed, ...ataltmom: Hie eorrtr1K:t. land contract. contract for deed, leaaehold 1nterat wrth a term greater than 'three (3) year.a. te.ase-opuon contract, or by sale, 1$signmen1:, or transfer of any beneficial interest 1n or to any land trust holding tide to the Real Property, or by any othw rnqthod of conveyance of an inter&st m 1ht RNI Property HowlM!lr, th11 option shaD not be exerc1$ed by Lender it such oxe,1;11e • prohibited by federal law or by Waahlngton law TAXES AND LENS The following P,OVISIOns relating to the taxes and bent on the Property era part of thrs Deed of Tnm • DEED OF TRUST (Continuedf • Page 3 Payment Granto, •haN ~ when due land in .all events pnor to dtlll\Clvencvl all taxes, special taxes, asseasm&nts, chargaa {1ocludmg: water and sewer), hRfl and imposrtiona le\lled aganat or on &coount of the Property, and shin pay when due all cra1m1 for work done on or for scirvioes rendered or material tuml&hed to the Property Grentor shell maintatn the Property free of au hens having pnorrty over or equal to the 1nter88t of Lender under this OGed of Trust. except fof the lien of taxn and asseSUMntS not d1Je and except aa otherwtse prowJed rn lhJ8 Deed of •=• lbght to Contnt Orantor may withhold payment of any tax, aHMSmEmt, or claim 1n connection with • good faith dispute over the obilgaaon to pay, so long .. Lender'a mterut in the Prope,ty •• not Jeopardized II a hen anses Of ia flied as a result of nonpayment, Gr&ntor ehall w1ttun hftaan 115) daya: after 1he hen anses Of, If a lien 1s tiiecr, w,thin flf'teon [151 dayt after Granter has no11ee of the filing, aecute thlt dss-charge of the hen, ot 1f requested by Lrtnder, dapo91t vnth Lander cash Of a sufficient corponite surety bond or othM aecunty !letllfac:tory to Lender 111 an amount .auU1c111m to dtsc.hafge the lien plus any costa mid atlOl'f'leY*' fees, or other charges that eoul'd accrue aa 1 result of a forecloaura or sale unckir the ban ln any eontest, Gtamor 1haU defend Itself and Lender end shall umfy any adverse Judgment before enforcement ag111nst the Property Grantor ahall name lender as an addrtional obligee under any surety bond fumished 1n the corrtest proceedings Evidence of Payment Gr11ntw •haU upon demand fisn11h to Lander aatisfacttiry evidence of payment of the taxes or aanssmenta and $hell authoriie the apptopnete governmental official to dah'i$1' to Lender 11t eny 1rma a written ~nt o1 the taxes and easeumants eoainat the Propal't'f Nobca of Conatructlon Grantor shall notify Lender at lust Mtaen [15) clayt bafont any work ,a commenced, any serv.cea are furrnshad. or any matenals are supplied to the PrOtMrty, If any mechaNC's ben, me10nalmen's 1,en, or other •an COUid bl asaerted on accoum Of the work, Sl!N'vJCaa, or matem1la Grantw will ur,on request of Lender furnish to Lender adVance nt111.8'ancaa aat1afectory 10 \.ender that Grantot can and wlfl pay the coat of such 1mpro\lements PROPERTY DAMA.Ge .. SURANCE Tha tonowmg pttMuona ralatmg to Ln811nng the Propert'( are a part of this Oeed of r..,,, MaintanartcW of IMuranca Gramor shall procure and nwinit81n l,10llc1811 of fire inaurance wrth stand.-d extand'ad covange endorHmenta on a rapSacement ~ fol the full 1nai.abla value covering an lmprovam~ on the Real Property 111 an amount 1ufflc1t1nt to avoid applioatlOn of any co1nsuranee clauta, and with a atanda,d rno~a clause U'I favor ol Lender Grantor ahal also p,ocute and maintain comprehel\llnte geriaral llabtlrty insurance tn suc:h wver,age amot1nt1 aa Lander m,y rsql»St With Trustee 1nd Lender betng named as lddttLooal tnSUada in such 1Mlbdlty inswance poltcies Add1t1onally, Grantor sllall maintain tuch other N11t.1rance, 1ncfl.ld1ng but not limned to hazard, bm1net& ll'ttclrtuPtlOR, and borler 11\111.Qnca, u Lander may rusonabt;' reQUll'e Pobc1aa ahalf be wntten ,n form, arnoWIU, coverages and baa111 rauonably acceptabla tD Lender and 1seued by a company or comp111t11H reeaon.bly acceptable to Lender Grantor, upan rtquut of Lander, will dell'\11 to lend•r from time to WM th.a policies or c.rtmeatet of m&~atlee 1n form aat1sf9Ct0ry to Leru:ler, toeluclng abpulatlon$ thet coverage& w1B not be cancened or dwn1niahed without et least a.n 11 Ol dava prior wnttien nonce to Lender Each insurance l)Ohcv also ahaU include an endorsement prowhng that COYeraga in favor of Lendet w1D nat be impaired in any wey by any IOI, om1SSion or dafault of Grantor or •nv othet paraon Should tha Real Property bt locfte<I m an area deoignaled by the !)irectof of tf'MI Federal Emwoenoy Management Agency u a .special flood ha.tanl area, Grantor agree& to oota,n and marntam F«ltral Rood Insurance. 1f available, wntun 4!5 days 1har notJCe is given by lender that the Property II loc:ated in a tl)9G181 flood hazard area. fo, the full Ul"CNlld J>l'lf'ICIPCll bal$11Ce of th9 loan and any pnor liens on the property secunng the loan, up to the maximtm policy llmi:ts Mt under the National Aood lns1 .. nce Program, or 88 othetwise required by Lender, and to mantan such lnSUl'ance for the term of the loan A,ipllca1ion of ProCNd9 Granto, •hall promptty notify L.ancler of any Iola or damage to the ffoperty lender may mate proof of IDu 1f Granter fus to do so w,Uun ltfteen (UO daya of the cuualty Whethet or not Lender's &eo:untv ta 1mpmred, lender may, It Lender's eltcbon, rac81V8 and rett1n tht proceeds of anv Jt1Suranc:e and at:ll>IY the proceed9 to the reducilKlrl of the lndebtedtleaa, payment of any lien aff~ing the Propeny, or #Ht J'&S10fabofl and repaar of thl Property If lender el9c:b to apply the l)l'(IOMd1 to rutoration and re,pe1r, Granto, ahaR repair or raplac. the damaged Of" destroyed lmptOv8mlll'IU 1n 1111 manner satisfactory to Landar Lender &hell, -LIPOll sat1,t,atory proof af such expendmre, pay or 1a1mtuae Gran1Df from the proeffda for the reaaonabla CO$t of rape1r or ruioretion it Cirantor ts not m default under ~his Deed of Trust Any proefldl: which hBVIIII not been d11buraed within 180 d,sy11 attar thN rtc,1pt nd which Londar ha1 not commrttod 10 hi repair or ratoratlan or thv Property shall be 1.1$0d flr81 to pay any amo1,mt owing to l.andlllll under 1h11 DHd of Trust. then to pey eccr"'9d uner111t, end the remainder, If any, ahall be applied to the pnncipal balance Of tha lndebtedneas If lender halde any procl8:dl after payment m full of the lndebtednau, 1uch pmcaeds shall be paid Without 111tereat to Granter es Grantor'e m~ruts may appear Gnmor'a Report en Insurance Upon request of Leodef, however not mora than once a year, Grantor shall furnish to I.ender a report on each •X1Jt1ng ,poky of insutanta ahow1ng 11) the name af the 1ns1.1rer, 1:1:1 the naka lflaurad, 131 o,. amount of the policy, {41 the property Nured.. the ther, current rapl&eement value of such l)f098rty, and the manner of determmmg that value, snd (5) the exp,raoon date of tha pol1ey Grant(lr ahd, upon requeu of Lerder, have an 1ndePtfldtf'lt appra199r &atisfactorv to Lender daterll'ffltl th• cnh value replacement coat of the Property LENDER'S EXPENDITURES ff any act.on or proceeding III c:ommltf'IC8d that would matenally affect Lender's 1n1eN1S1 1n the Pl'operty or ,f Grantor fad& to COffl9lv with eny proinaion ol th!$ Ond af Trust or any Related Documents, including but not limned to OrantiOl''I fe,iur. to dischatg.t ot pay wti.n due any amounta Grantor 11 raquJred to dlacharg$ or PIY under tl'd Deed of Trust or any Related Documents, Lender on Gran1or'1 behalf may {but shall not be obligated to) take llnV sctton thet l.endaf deems appropoate, including but not llll'nltad to d11eharglng or paying all taxes, Irena, secunty mtarests, encumbrances and other claims, at any time levied or placed on the Property and paying alJ costs tor lfJ9UmlQ, meint111n1ng and p,eaerv1ng the Property AD su;:h Ppendn.ures Rurted ot paid by Lender for aucti. purposes w1D 'then bear .merest at the rBM charged unckr the Note from the dattt 1ricumtd or paid by Lender to the data of repayment bv Grantor AM such expenses WIii become a ,:)art of the lnd&btednela and, at Lender'a opuon, will lA) be payebla, on dtmaod, IB> be addad to the balance of the No~ and b8 appomonad llfflCl'\V and be payable wrth any installment paymenta to bacom• dl.l8 dvnng iMther 11) the term of eny epphcable inaurenca ~ICY, or [21 tha remavng tMm of the Note, or IQ b6 treated as a balloon payment which will be due and payable at the Note's marumy The DffCI of Trust 1lso w1I secure paym1nt of these amounts Such nght shall be u, addition to all other ,Jghta and remedru to which Land1t1 may be entltled up0n Delautt WARRANTY. DEFBlSE OF ffllE The fotlow1ng praVlsions relating to ownentup of the Property are a part ol this Deed of Trust Trtle Grantof warrenta that lal Grantor holda good and marketabJa trde of record to the Propeny 1n fee $1mple, tree and clear of all JJcns and enc:L.l'Tlbrancea other th~ tho$e set forth in the Real Property d&scnpuon or m any title 1nsurarM.e poficy, 'btle report, or fll\fll tJt1e opinion l88ued 1n law,r of, Br'ld accepted by, Lender in connect1or:i With this Deed of Trust, end lb) Granter has~ full nght, power, and authority to executo •nd delrvef tlus Dead of • Trust to Lltnder DEED OF TRUST (Continued) • Page 4 DefenM of Title Sub,ect to tht exception in the paragraph above, Orantor warrants and wtll foravar defend the trtie to the Property against the lawful ela1ms of aU pertOnlJ In the event any actton or procnd1ng IS commencad ~ quNtlons Grantor's title or thll interest of Truatee <N" Land8t' 1.91der this Deed of Ttu1t. Grar1to< ahall defend the action at Grantot's expcmse Grantor may be 1h& nom1nel party 1n auch proceeding, but Lender shall be entrtlad ttl part11;1Pfite 11'1 the pnx;.edmg and to be repre8Elnted 1n the proceedang by coUMel of lander's own choice, and Grantor wait delrvet, or cause to bt dtlrvered. to lender aooh inatrurnentl 11a Lend11r may request from brna to bMe to permfl such pert1cipat1on Complsance Wllh Law1 Granter warrants that the Property and Grantor'l!l use of the Property compll88 wnh al eX111t1n,g appkable laws, ord1nance-s, and regulatlOf'l;t of govemmantal authorltlU SurvNal Df RepreHrrt.ttona and Warranbn All repreaentat:Jons, warran1ies, and agreements made by Gr-.or m thn Deed of Trust shall avrvrve the o:11cution and dabve,y of thia Dud of Tmst, lhall be conttnu1ng ,n nature. and ahaft rema111 m full force and effect utml such time as Grantor's lndabtedness shall be paid rn fuN CONDEMNATION The fcHow1ng proYIN)ns rel,atir,g to condemnation proceed1ng1 &NI a part of this Deed of Truat ProceRln!II If any proceeding 1n condemnatiQr'I '19 filed, Gr1r'ftor lhaH promptly notify Lender 1n wrmng, and Gr;iiintor shaU promptly take auch ate~ H may be l'WIC&U8.l'y to defend the oc:tion ,Jnd obulin the award Ck1ntor may be the nomtnlll party m such proceedmg, but Lender aha!! be entrtled to partlClpate m the proceedrno and to be raprQented m the proc&eding, by CQUMel of rta own choice all at Grantof's expense, and Grantor will debvv or cauae to be deltvared to lender ~ instruments and documentation aa may be requested by lander from tJme to time to perffllt &u:h pamc1p,stion ApplicatlOfl of Net Ptoceedt If en or env pan of the Property 11 condemned by eminent ctomein pt«:&edU'lfll or by any procudlng or purchase "' lieu of condemnation, Llonder may at 1ta election reqU1rl!!I that al « any pottion of tho Def procaeds of the award bit appbed to rhl!!I lndebtednest or the repair or rMtoratton of the Property Thi net p,oceeot of the award shll mean tha award altet paymem of au reasonable com, expensea, and 1ttomey1' fees incurred by Truata• or UN'lder 1n connection wtth the condemnl!l'tlOn IUPOSITION OF TAXES, FEES AMD CHARGl!S BY GOVERNMENTAL AUTHOArTlfS The fOIIOwlng pro~iont rel~ to govemmenhll uxn. tees and charges are a part Of 1h11 Deed of Trust CUrrent Taut, l'fft and Charvn Upon request by Lender, Gran-tor allalt execute auch documents m addmor1 to thts Deed of Trust and take whlftever other acbon 1a requested by Lender tQ perfwt and contJr\ue londer'a llen an thli ffl;al Property Orantor &hall raimbl.ll'M Lender for all taxes, as daacnbed below, togethu wrth all hpetlSeS lflCUn'td m recording, perfecting or conboo1ng U. Deed Of Trul't. 11'1Clud1ng without ltmrtatlon all taxas, fen, documentaty ttarnPt, and other charget b' recording or ragisterflg tha Deed of Trm.t Taxe, Tha following shall constltutl tan, to which tt. section appbet (1) a 1peclfic tax upon thu type of DNd ot Trust or Ul>Ofl all or any pan of the lndebtednus seeured by t111s Deed of Truat, (21 a apectflc tax an Gt.antor which Granter 18 authonwd or raq1.11red ta deduct from ~mtmt on the lndebtednaa MCured by 1hD tyi,,e of Dead of Trul!lt, (31 a tax an thl8 type of Dnd of Trust chargeable against th11 Lender or the holder of the Note, and 14t a apac1flc tax on all or any portion of the lndebtedne8s or on payments of principal and tnterut made by Grantor Sw:,eequent Tu:" If 11ny tax to which tin MCtiOn applm • anacted .subMQUant to the date of this Deed of Trust, tl'ls event shall have the same effect aa an Event of Oefault. and Lender may exercise any or all of Its available remadl6S far an ~t of Default as l)r(Mded balow unless Orarrtot eethet 111 pays the 'tall before rt becomes clelmquent, cw (2J contests the tlx as provided .abova ., the Tax.a and Liem ffOllon and de;)OlltS With Lend6r cu.h or a sufficient carpOfata ,inty bOnd or other 1.cunty :1'1Jsfactory to lender SECURITY AGREEMENT. FINANCING STATEMSffS The foftow'"lil provn11ont relating to Viti Deed of Trust u a sacunty agraem&nt are a part of thtl Deed of Trust Secunty Agrnm.m: This 1n1tn.ment shall oonstrtute a Secunty Agreement to the extent any of the Propeny constrtutes foouraa. and Lender shan haYe aa ol 1ht nghtt of I aacured pattv ~r the Uniform CommetCJa.1 Codt as amended ftorn tame to 'time hcurtty Interest Upon reqoen by Lander, Gran\'of 1h11 execute hnencll'lg atatetnant& and take w~ othlr action 18 requested by Lender to perfect and connnua Lender's secuntv 1n1erut tn the Rents and Personal Property tn addmon to r8CClrd1ng this Deed of Trutt 1n the real property rac:ordlil, lander may, at any time 11nd wrthout ti.ther authonza'tlOl'I from Grantor, 1118 axecutad counterparts, COl)l8I or reproductions a1 ttm Deed ol Truat aa a flnanc:mg statement Granter ahal n11mburaa Lender 1or alt expenses 1nci.nl!ld in perfecting or continu,r,g ttnt ~untv mterest Upon dela1Jlt, Granter shall not remove, ffVt:r or detach the Personal Property from the Property Upon dllault., Grantor ahal aaseml;li,a ,wiy Paraonal Prope,ty not affbed to the Property wi e manner and at a place reasonabfy convenient to Grantor and Lender and make It available to lender within three (31 di\'$ attor recorpt of wnnen demand from Lande, to the extant permrtted by apphceble law Add,..... The M8IWlg addrenes of Grantor (debtor) and lender (aecured party) from which tnforma'bDn corn;emmg the aecunty interest granted by this Deed of Trust may be obtained {each aa raqu1rad bv the Unrlotm Commtrelll Cede) ara aa stated on the ti,..t page of U. Deed of Trust AJRTHER ASSURANCES, ATTORNEY-IN-FACT The followrng provtStOnS reklt1ng to further 6"utances and attomey•1n-fact are a pare of thl8 Daed Of Tt\181 Furtlttr Assurances At anv tuna, end from time to time, 1Jpon request of Lender, Grantor w1U make, e:icecut& and debver, or wllt cause to be made, executed o, dehvered, to Lender or to lender', designea, and when raquested by lender, cause ta be hied, r-ecorded, refiled, or rerec:Ofded, as the cue may be, et such times and in such offlc .. and placaa aa u,mr may dHm epprol)tl&t*, any and al a,oh ~. dNda of trust, ncunty deed&, aecunty .tgn!lementa, financing mtementa, contu'luatlOil: ~. inotruments of further 8:M'.lrance.. cert1flce1:as, 91\<1 other documents H may, 1n the eole opnion of Lender, be necessary or dea1rab4e m order to effectueu,, complete, J)MfeC'.1. oontmue, or pree.,...,., 111 Grantor's obl1gabons under the Note, ttus Deed of Trust, and the Rell'ted Documi!lll'lts, and 12) the IIIN and secunty interests created by th11 Deed of frost aa fnt and prior liens on the Pfopeny, whether now owned or hereafter ac:qutred by Gramo, Unlen prohlbnad by Jaw or lendef agrees to the Contrary 1n wn'tlng, Grantor ahaR retmburae Lender for all cot~ and t)(l)en$eS ll"ICUffed "' connection wrth the matter& referred to 1n this paragraph Attctney-11'1-Fkt If Grantor tails 't<I do any of the ttmgs referred to in the preceding paragraph, Lender ,nay do so for and in th6 name Of Grantor and .at Gunter's expena,a For such purposes, Granto, hereby lftevoc.abfV appointa lendaf n Grantor's .attorrnrrtn-lact for the pllr'l)On of making. executing. deliver1r1g, hlng, recordmg,. and doing all other thlnos as may be necessary or desirable, m Lender's sole op1mon, to accomplish the matters referred to m the prcc.edmg paragr•ph • DEED OF TRUST (Continued) • il.VU<J I IU;.JUU l"V.;l',\ll,l';;J Page 6 FULL PERFORMANCE lf Grantor pays all the lndebtfldnaa when due. and othetwl86 pertonns all the obtfOltlOM 1mpo$od upon Grantor under this Deed of TMt, lender shall execute Md dekve, to Trusteiit a, requut fot full reeonvey~e and shaD axecuta and delMtr to Grantor sunable statements of termination of any fmancu,g statement on file e\Jldenc:1ng Lender'• aacutn.y interest in tha Rents and the Peraonal Property Any recorweyal'lte tee shal be paid by Oraotol, rf pemutted by appkcable law Th• grantee 1n any raconveyance may be d11cribtd aa the •person or persons legaUy antlded thereto", and the recitals in the HCOl'Mlyance of ;my matters or htt;t, 1hall be conckJ!!i1va proof of the truttrhJnl,ss of any 1vch mattu:11 or lacta EVENTS Of DEPAUL T Etch of the following, It t.ender'I Ol)tlOrl, 1NIH conttrtut• an Event of O&fauh: under this Deed of Trual Payment D.t.r.ull Grentor h11tt to make any payment when due under the Indebtedness Othef Defaults Oranuir falls to compl\t with or to perform anv other tenn, obltgatJon. covenant or condition contaned ,n this Deed of Trust or ,n any of the Related Documents or to comply with or to perform Jny tatm, obltgation, coveruint or condrtlOn contained 111 1ny other agrMrmtnt between Letldet and Gramor Compunca Dehiult Faiklre to comply wrth any other term, obligation, covenant or cond11:1on contained 1n this Deed of Truel, the Note or m any of the Related Oocu'nenta: If auch a flllure 1a cun1ble ard 1f Grantor ha• not been gMln • notice of a breach of the Ame proviaion of this Deed of Trust wrthn the prec:edmg lWelw 021 montha. It may be cured land oo Event of Default will haw occurredl 1f Grantor, afulr Lender semb wntten nobC:e d~1ng cute of such la.hni ta! c:ures the fedwe WlU'lln fifteen 1151 days, or lb) 1f the cure roquirN more than fifteen (151 days, mmedlately 1nmatea ateps aufftcuint to CUN1 the failure and 1hereaftar contmues and <:0mplam;i all reaaonebli, and neceaaary stapa sufhctent to produce compl1anea as soon as reasonably practlcal o.fault IClf1 Othw Plymenb F•11urt of Grantor w1thm the ttme requwed by th• Deed of Trust to m&ke any payrn9rtt tor taxN; or ll"l$Ul'ance, or any other payment nec:nsary to prevent M1n9 of o, to effect discharge of any INtn O.fault 1n Favor of Third Partin Should Orantor dafault under ~ loan, extension of credrt,. aecunty agreemltflt, purchase or Nies agreement.. or any other agreement, m favor of any other creditor or 1>1r&of1 that may matenally affect any of Onuttor's property or Granwr•, abdrty to rei:,ay the tndeb~dne.,. or perform \l'lelt respective obhgabona under this Deed of Trust or any of the Related Documtnts Falu Stabmenta Any-warranty, r&proseniation or statement made or furniahed to Lender by Grantor or on Grantor's behalf IA\der th• Deed of Trust or the ReJated Documents 11 false CM' m1sleadtng 1n any matenal reapect, either now or at the tune made or furl'IISned or becomes fala& or m1Slead1ng at any tme thereaf1llr o.'9ctln Colllter .. tton That Deed of Tnm or any of the Raloted Document. ceaNS to be 1n full force al'\d effoct \1nc1Udir1g failure of any coDateral doci.ment 10 creete a velld and perfec.ted Movntv interest or ken} at any time and fot any reason Death or IMolvency The dea1h of errv Grantor, ttie ll'l&Olvency of Grantof, the 8ppc>lllbnent of a rac:8Mtf' for any part of Grantor's PJOPertY, wry N&tQnment tor the benefit of creditors, any type of creditor w<N"kout, or tt1t commencement of any proceeding Ll'lder any bankruptoy or lf'IIOIVency Jaws by or ag811'1St Granter Creditor or Fortldur9 Procudnga Commancament of forecloacn or forlettura proceedlr.g1, whethM' by Judicial ~. Hlf-help, repogass10n or any other method, by any crednor of Grantor or by •ny goverrmental agency agmst 1ny property ffCUlll'IQ the lndebtedneu Thill 1ndudn a gamllh!Mffl of any of Grwrtor'a ac:countt, l!'ICludll'IQ del)Otlt IICcounts, with Lender Howe.,..., 1t11s Event of Default ah!ID not apply If thera 11 a good faith disputa by Grantar as to the vahd1ty or reaaonablel"l8t;1 of the clann wl\Jch 11 the bas1t of the creditor ot forferun proceDlg and If Granto, gn,a Lender wntten notl';::4 ol the creditor or forfttl'US'l!I proceeding and deposits wrth Landa, mon1H ot a surety bond for the Cf8dl10t o, forlertut11 proceechng, 1n an amount detarm1Ntd by Lender, ffl its 8°" dllcretion, as be«IQ .-. adequata reserve or bond lot the dispute Br•ch of Othar AgrMment Any breach by Grantor under the tam'IS of anv other agreement betwNn Grantor and Lander that ia not remecbed Wlthln eny graca pertod l)fOVlded therein, 1ncludLng wr,hout llm1tation any agreement concerning any 1ndebtedneas or other obl1;atton of Granto, to Lender, whether exurnng now Of later Ewnt5 Affecting G\larantor Any Of the preceding .wnts occurt With 1'9Spect to •ny guarantor, endoraer, surety, °' accommodation party of any of the lndeotecil"ltll, or any guarantor, endorstr. 1urety, or accommodation party cbea or becomes 1ncompetant, or revoket or dlaputu tha valKMy of, or kabtlrty undff, any Guafmtv of the lndebtaclrlM, In the event of • dea'th, Lender, at n, optiOn, may, but shall not bl NtqlJIJed to, permit the guarent0r"s estate-10 esa1,1me uncondnioti.ily tna obligations ariaang unc:tar lhe guaranty in a manna, Utlafactory to Lender, and, u, domg so, Ct.ll'a any Event of Default Actv.ru Chang• A matenal adverse cl,ange occwa in Grantor's flriane•I condmon, o, Lender bekevet the Pf0$pect of payment or pe,fortnanca of the Indebtedness IS impaired IMeCIU!ty Lender in ,good farth behtvu rbeH ll'ISl!ICUre Right: to Cwe If 11uch a failure 18 curabte and If Grantor ha not be11n g1V9n a notlC8 of • breach of tha tame J)HPVIIIOn or tl"II Deed of Trus1 wittvn the preceding twelve 1121 months, 1t may be. cured land no Event of DefauJt will hew occurred) 11 Granter, after Lender sends written nouce demanding cure of sueh fadure lol oure:s lhe tail~• wnhln fiftHn 1151 dov,, or [bl it the cure requwe1 more than frftee:n (151 d•yt, 1mmed11t&Jy initiates steps sufflClerlt to cure the failure and therisaft&r contmues e,nd completes au r9asonable and necessary steps sufflcaant to produce comi:>11ance aa soon as reasonably practical RIGHTS AND REMEDIES ON DEfAULT If an Event of Default occurs unda, this Deed of Trust, Ill !lflY time theteafter, 1Mtea or ll!lnder may exercise any one or more of the follow,ng ngh1a and remecbea Election of Flemadln Elect10n by Lendet to pwaua any remedy shell not B)CClude purawt of any othw remedy, and an election to mat.a 8>q)endm ... s or to t.ake actioo to perfonn #I Oblig.atlOll of Grantor under tt11a Deed of Trust, afmt a,antDl'B ta1IUl'e to perform. shall not afflllct Lendl!lt"a nght ID declare a defatn and exen:1Se rta remedies Accelerata ~ Ler!da, sh.n have tha nght at lt9 opuon to declare the entire Indebtedness LIIVMdlately due .&nd pay.abla, 1ncludrng •ny prepayment penalty which Grantot would ba requ1Jl!ld 10 pay Foredoaure With respect to aU or any part ol the Real Property, the Tn11tee sholl have ma r!Qhl to exercise rts power of sale and 10 fDraclose by nobce end aale, and Lender sNII have the right to foreclou by JUd1C1AI forecloaure, m e1ther CM8 1n accord,nce with end 10 tha full extent prow;led by al)plicabl& law UCC RemedtH Wrth respect 10 ell or any part of the Pertonal Property, Lender shaR l'lave au 1he rights and remedll&S of a secured party l..lr'lder the Unrform Commtrcl81 Code Collact Ranta Lender ehall naY8 1he ngot. without notice to Granter to U.ke poaeuaion of and manage the Property and collect the Rents, mcludlng amounts patt due and unr:,a,cl, and apply the net proceeds, over and •bova Lender"s coau. egaintt tN lndebtednegg ln furtherance of this nght, Lender m~ require arr, lllnant or • DEED OF TRUST {Continued) • Page 6 other user of the Property 10 make payment$ ol rant or use, fees directly to t.at'lder If the Rents are collected by Lender, then Grantor mevocabiy designates Lender as Grantor's attorney.in-fact to al'ldoraa mtruments recD1ved Ln payment thereof 1n the nan. of GrantOf end to MQOtlate the s.,me 900 collect the PfOCGed$ P.iymentai by 1':Mntl or other UNI'$ to Lender 1n response to Lender·1 demand •hall satsfy the obligations for which tho poymen.u are made, whether or not eny proper grounds for the demand 8Xl9'18d l.tndtt may exercise Its nghts under this subparagraph enher 1n parson, by agent, or through a receiver ~ RIN:elVW Lender ahall haw the right to have a recer.w appointed to 'lab posaeaa1on of au or any pan of Iha Property, w11h tho power to protoct lll'ICI l)releNe 1he Property, to operate tha Property preceding: or pending forecl08Utlli or sale, euid to collect th& Retq from the Property and apply the proc:eecl$, over end above the cost of lhe recetvershlp, against the lndebtedne$a The receiver rmiy serve without bond If J)&l'l'lllnecl by law Lender'& right 10 the 1ppo1rrtrmmt of 8 recerver shall exist whethel or not the appareM \181ue of the Property exceeds the lndebtednes9 by a substantial amount Employment by Lender shall not disqualify ai ?el'$Ofli from &erv1ng u a receiver Tenancy at Sufferance tf Grantor refl'Wna 1n possuseon of 1he Property after the Propel't'f as sokS ts provtded above Of Lender otherw1ae becomes entrtled to poaaen1on of the Property upon default of Grantof, Grantor shall b«.ome • tenant at suffetance or Lender or the purchaser of tha Property and shall, at Lsnder's option, erthar (1l pey a reosonabkl rtnwl for the use of the Property, o, (2) vacate 1ha Property 1mmech.atety upon the demand of Lomlo, Ottwr fkml•• Trustee or Lender shell have any other right or remedy proYlded 1rt this Deed of Trust or the Note or by law Nobe& Of hie Len<kir shall grve Grantor reasonable notice of the time and place of any publtc sale of the Pemnal Prol*tY or of the tima ritet wtneh any pnvete sale or other mtended disposition of the PffllOf\8I Property 1B to be rMda Reasonable notice ahtl mean notice 9Mlfl at INSt ten 110) days before the time of the sale or dlapoaltlon Ar'fl/ aela of the Pereonal Property may be mad& 1n OOf'IIUl'ICttorl wrth any tale of the Real fr09erty Sala Df tM Property To the extant permitted by appbcabla law, Grantor he,aby w.-ves any and all nghta to hew the Property m8f3helled In axerc1stng rta rights and remedies, tho Trustoo or Lender shalt ti. ,..., to MIi au or any pan Df the Property tooather or t111parately, ,none Hie or by 1epe,at9 aa1n Lender shall be entltfad to bKI at any pYbhc: sale on all or any parbon of the Property · AttomfYI' fMI, ExpenHs If Lender l'l8trtutas any suit or action to enforea any of d'la terms of 1h11 Deed of Trust, 1.endet Shall ~ entttled to r.cover such MSn aa the court rnay ac:l)udge rauonable as attorneys' tau at tnal and upon any appeal Whether <N' not eny court IIOtlQn II involved. end to tM exwnt not prohibited by law, di reasonable 8xpenNII l.ende:r incurs that W'I 1.endal''s opn1on are naceasary at any 'tlmtt for the proteGtLon of 1ta 1rrtetest or the enforcement of 1t1 r,ghtt sllall become a pan ol the lndebtednesa payable on demand and ahaD beat 1nternt at the Note rate from 'tM data of the e:icpendlt..-111 unttl r~ Expansn covered by this paragraph 1nc:Juda, without bmrtatK>n, how8Vtlr subject tD any llfflltl unda, 'Pl)lll:ebl• law, lander'• attomeye;' fffs end Lender's legal expanses, whethar or not there 1s a llwsurt, 1AOluding attorneys' fees and expeneea fo, bankn.lptey l)f'OG'eedangs (1nclud1ng efforts. to moddy or vacate any automatic stay or JllJunat!On). appiaala, and any 11rl11Crpated post-Judgment collection aeMC:es, the co!t of eeetel'llng t.:ordi, Obbl11n1ng trtle rfl)Ofb hncluchng toreckm.re reports}, SU'V8'f0r&' reports, end ll)pftl$tll ftH, ttt1e ll'IMJ.-.nce, and feea tor the Trustee, to the extent permitted by appllc.,bla law Granter also WIii pay any col.Wt co'", vi addrtlon to all other surna providad by law Rights Of TniMM TNstn shall have all or thl rights and dutlN of Lender aa Mt 1otth 1r1 tl"!IS secmon POWERS AND OBLIGATIONS OF TRUSTEE The following l)fOVISIOnt relating to the power$ and obhglltlOns of Truatee Cpw1uan1 to Lendtr's 1n1tTuctlons) are pert of thlt. Deed of Truat Powers of TrulltN In addrbon to all power, Of Trustee emung .s I m~r of law, Trustee shall have the power to take the followmg actlonB wrth respect to tna Property UJ)On the wrmen rtciutst of Lender and Grantor la> pn 1n pre~rll'lg and "hlmg • map or ,Pla1 of the Real Property, 1nchJd1ng VIII dada::::atlol\ ol streets or other nghls to tho pubhc, (bl JOlrl 1n oront1ng any eaaemont or crNbng any tfltl"1coon on the Aul Property, and (cl pn in eny subordlMt!On or othef lgfaemtnt affecting: thl8 Deed of Tl'Ult or the mtere8t of Lender under this DMd of Trwt Obbgabona to Notify Tru1tae slllU not~ Obligated to ncmfy any other party o1 a pending sale under erry other trust deed or hen, or ol any actJOn or proceedN'IQ III wl'Hl;h Grantor, Lender, or Tnntee sh•II bcl a party. unless req,,,ired by applJCatile law, or ur,lns the acoon or procelld1ng ,a brooght by 'fruatu Tfll&1ff 'fruetea •hell meet .e& quabftc:«bonS reqi.ared for Trustee under applicable law In addmon to the nghts and remedies aet forth above, With respe<:t Ul art or any ~rt gf the Property, the Trustee shall have the: nght to forecio&e by nobce and sale. and Lendet &hall have the nght to forecloff by Judt<llll toreclOsure, 1n either case in accordance with and to tha fiJI extent provided by apphctble law Succ8Mor TRISl:ff Lender, at Lender's oPtK>n, may from time to ume-appoint a aucceuor Trustee to IJl'i!f Trustee appa11ned under th11 Deed of Trust by an mstR1ment encutad and acknowledged by Lender and recorded ,n the office of 1he recorder of Krn9 County, State: of W,Hhtngton TIMI inatrumer,t $hall ~ontaoin. m add1t1on to all olhllr matters reqw9d by !lt&t9 l1w, the names of the onginal Lender, 'fruatee, and Grantot, the book and page or the Audrtof'!I Ftle Number wkere th,s Deed of Trust• racord&cl, and the name and address of the successor 1Justea, and the rnsuumerrt ehall be cxe<:uted and acknowledged by Lender OJ ltl aucc889ors in 1nterat The successor ttuatee, without conveyance of the Property, Shbll •ucceect io all the Udo, pc:iwer, and duties conferred upon tho Trustee 1n the Deed of Tn.1111 and by •ppllC8ble law Th11 procedure for aubst1M1on of Trustee shaU govern 10 the exclumon of al other prOVS$10ns for subatmruon NOTICES Subjec:l to applicable law, and except lor notiee reqi..re<I or aBowed by law to ba gM!ln in another maMer, any no~ reqU"4d 10 be given under tlu O.ed of Trust, 1ncludlng without hmltatlon tJ«V notice of default and any notlc. of sale shall be given 1n wnting. ,8i"ld thdl be effective when IC'tudy deMred. when aeiudy recewed by talefacaimile {unless otherwlH requnicf by law), when depoetted Wfth a natlClnaly recognaod DVOm1ght CO\r*, OI', If mmJed, when dapoaitad in the Umted States mad, as flm cl88S, certified or raglStarecl mail postaga prepaid, directed to the addr$$$1$ $hewn near the begn"uWIQ of this o.ed of Tru11t Al COSNt• of notlci:& of toreolosure from tho holder of 3l't hen whch haa prtOl'lty over this Deed of Trutt shall be sent to Lender's address, ea shown near thll beginning of lhill Deed of Trust Arti party may change rta addreu fot not1C8* undilr thrS Deed o1' Truat by g1Vlng IOC"mal wntten nottee "lei tN other parties, apec1fy1ng that the purpoae of tha notice is to ch,nge 1he party's ~i;tress For notice purposes, Granto, agrees to keep lender tnformed at ,u timn of Grantor'.s currel'll address Suti,ect to apl)licable law, and except for notice reqt.Wed or allowed by law to ba given III enother manner, If therci ,s more than one Granter, any notrcs QM!n by Lender 10 any Grantor )I deemed to ba notice gtvan to all Granters MISC8.LANEOUS PROVISIDNS The following tnllS(:ellaneo1.1a p,-g1,11$JOl'III ere a Ptn of tlus Deed of TN9-t Amendments Thts Deed of Trust. tog&ther wtth arr, Related Documents, constrtutes the entire understendmg end agreement of the part>ea as to the matters 881 fonh in this Deed o1 Trust No alteration of or amendment to th1a • DEED OF TRUST (Continued) • Page 7 Deed or Trust shall be eflectrve unle.u given m wntiog 1md signed by the party or parttn. sought to be charged or bound by the alterauon or amendrMnt Annual Reports If the Property II used tor l)l.ltp08es od'ler than Grantor's IUldenc:8. Grarrtof $hall turmsh to Lender, upon request, a ctlrttf1ed atatament of net operatlflg lncornf rec:ar.red from the Property during Grantor's J)l'8VIOUII 'hscal year in such form and dat:&11 as Lander 1hall require •Net operating ll'ICOmew ahall mean all cuh rec:eiptl from the Property lasa all ceah expendrtures mad• 1n CQl'll'll!lctton wrth the operuon of the Property Caption Hndlnu• CaptlOf'I headings 1n thta Deed of Tl'U$1 ara for eo"""nltflCe purposes onfy and are not to be utsd to rntarpret 0t define tho prOVISIOn$ of this Deed of Trust Merger There ahal be no T!'Mlrg&r of the 1nterest or ettat8 craatad by Un Deed of Trust wrth any olher interest or estate in 1ha Property .t any time held by o, for the-bel'Hlt1C or t...ndar an any capacrty, Wlthc.M.lt 1he wntten consent .,~ Govemmg Law TIMa Deed of TNllt Wtl be O""°ntd by, conltrvfil Ind~ a accotdance With federal law and the laWI of the State of Waahmqton Thia De«I of Tru.t hM been accGptcid by lends 11t 1f1t. Statlo of Wuln- Jont end S.V.11 Liabibty Al Obkgattons of Grantor under this Deed of Trust shall be )Olnt and aeveral, and aN referenc:a w Grantof ahaU mean each and every Orantor Thia me""' ~t each Granter s1gnmg below 11 rMponmble fol all Obkgeuont in thia Dnd of Trust No Waiver by Lendef Lendet shall not be deemed to have waived -, right:$ under tte Deed of Trust unlns such w1rver 1• given 111 Wntlrlg and 111gned by lender No delay or omllf&IQn on 1he plN't of Lerder m exarcHling any nght shall opvrata " a warver of such nght or any other nght A w.,,.,.. by I.Al'lder of a Pf'OVdlOrl of tbs Deed of Trust ahall BJt Pfl!iudlCe or comtJtute a wa.ver of l.etlder'a nght otherwtae to demand strict compliance with that prownon or any other prow11on of 1h18 Detd of Trust No pnor wa1wr by Lender, nor any course of deahng blltwean Lender and Grantor, ahall conntute a waNef of any of Lender'• nghts or of any of Grantot'.s obltgations u to any 1UM"e transactions \.Wul1"18"8t the cona..-,t of Lendlir is req1111'.d under this Deed of Trust, the granting of auch consent by Lender in any mstanca ahall not conatrtuta continuing conaem to aubaequent ll"lltancu where ll.1Clh consent ill required and in al casee such conunt rn.ay be granted or wrthheld m the sole chscreuon of L-ender S~y If a c:ourt of competent JUnedlCtlon finds any prOY111on of th11 Deed of Tru1t to ba 1lregaf, 1nvaJid, or unenforceable M to eny pe,son or cm:unwtanc:e, that flndmg ahaU not make the offenc:bng PfO\'l8IOn dlagal, 1nvahd, or unenforceabla u to any other l)liW$On or circumatance If feaa1bkl, the offending provJ111on shall be ~ mod1hed so that rt becomea legeJ, valid and en1oroeable If the offenchng proV1810f1 cannot be so modified, It •hall be considered de!et•d from this Dead of Truat Unleas othlrw1n required by law, the 1tlegal1ty, 1nvalldlty, or unenfarceab*cy of any proY111on of tlus Deed of Truet 1hall not 11lec:t the ltgakty, v•b<hty or enforceabllrty of any other prowuon of th1a Deed of Trust Succa90l'I Ind AN,gns Sutitect 10 wwy bmrtations s1at8d in tl1II Ond of Trull on tran11fw of Grantiot'11 1ntarest. the Daed of Trust •hall be binding ~n and 1ntn to 1ht benefit of tN pe,ws, thw ,uccasaors end 11991gn1 It ownanhlp o11he Property becomee vested in a peqon othe, th,n Granto,, Lender. w11hout notice to Grantor, may dul wrth Oraritot'a 11ueoest0rs With reference to this Deed of Tru1t and the lndebtedneu by way of forbevance or extens!On without releu1ng Grantor from U.. c,blignor,a gf 1hl DHd of TJUSt Of l1abdrty lnlar tha lndabt9dneas 'fne • of the hlleOCe Time II of the ....:a in the performance of this Oe9d of Tn,rt Wan,ar af Homnt..d Extfl'IPtlon Granto, hereby relN9" and wa,ve, alt rights and blmehts of the homestead exemption law& of the St!lte of Wahington n to all lndlbtednett teeuted by thl$ Oeed ot Truet DEFINITIONS The followtng C8J)itahzed worot and terms thal have t~ folow1ng mnl'llf'l;S whtn uaed 1n thia Deed oi Trust UnleN ll)IICrl,caUy stated to the contruy, all rt-ferencH to dollar emol.lttS &hall Rlelll'I amount, m lawful money ol U. Und9d S18tes of Amenea Words end '*"'* uaed 1n the &mgular llhall include the plwal, end thl plural shall 11"1C1ude the ttnguiat, as the context may reqwe WorCIJ f.1Jd temt, not otherw1M defined m 1h11 Deed of Trust &hall haw the meanings attributed 10 1uch rerma rn the Uniform Commercial Cod• 8ene6~ The word NBaneflc1ary• ITIQ!IS Waahmgton Mutual Bank, and 1t:1 suceeasors and aa,iona, hnGWlf 'The word ·Borrower• mnM Robert E McConmek and Joy(:e L Mc-Connick. and el other paraona and el'IIIMI aignmg tha Note in whetevtt capee,ty Dffd of 'frust The WOl'dt •Dffd of Tru,t• mean thl9 oeecr of Trust among Orentor, Lender, and Trustee, and includes wrthout lim1tat1on an assignment and security ll'lttlrut p,evi&IOl\8 relal:lng tc the Pel'IOMI Property and Rents Defauh The wo,d "Oefalit" meana the Default set tonh m thla Deed of Trus1 in the seeuon trtfed "Defautt· Event of Default The words "Event of Detautt• mean 8ff1f of the events of default $$t forth in UM Oeed of Trust m the ewinta of defalll section of tNS ONd of Trust Granb;tr The word •or.antw· rrM1an1 Robert E McComuck Ind Jo-v« L McCormick. Guaranty lha word "Guaranty• means the guatantv from guarantor, endorser, sursty, or accommodatlon party to under, meludlng without lmlftabon a guaranty of d or part of the NolQ lmp«>vement, The word "lmprowment,· means al 8l0$1Jl'lg end future 1mprov11ments, bulldmgs, structtJres, mobile l'lamH afhxed on the Reel Property, tac,~lies, addrtlOl'II, teplacements 81'ld other eonstrll:tlon on 1he Real ,,,......, lnoebtedl\hs The word "lndabtednesa" maana all pnne1pal, 1ntareat, and other amount,, cost3 wtd expenses payabte under the Note or Rela(e(I Documants, together w,th all ten11Wals ot. BX'ten&IDn& of, rnodmoaoone ot, consotfd8bcN'lt of end tubatltullOnll fol the Note or Related Documenta and lll'IY llff'ICliUPts expencied or advanced by Lender to dl&Charge Grantor's obbgat!Ons or expensae 11'1ClM'TI1d by Trustee ot l...et\tllr to trtifOrOO Grantor'1111 obllganons under ttu Deed of Trust. together With ll"llerest on :1!.lllh amounts n provided 1n thlS Deed o1 Trust Lender The word NLendet· m11ull'ls W.uhmgton MI.INII Bank,, rte aucceaaors and 1188191'8 Noa. The word "Note" means the promtUOry note dated Oc.tober 29, 2003, in the original pnncipal amount of $6701000 00 from Grltntor to Lender, together with el renewal& of, extensions of, mod1#1eabof18. of, refmlll'ICll"IQ8 of, coneohdattons of, end eubtmuttons for the promfUOrY note or agreement Personal Property The wonla "PersonaJ Property~ mean all 9quiprnent, futt\lre1, and other 11rt1cles of personal property now or hereafter owned by Grlll'ltol, and now or hereafttr .atteched o, affixed to the Real Property, togett.e, wrth all ac:oeu1ons, perts, ilfwJ llddlliona to, an replacemen1s ol, and all .sublltrtuuons tor, •nv of Sl.lOh property, and together with an mues and profits thafeon ind i,roceeda (u,cludll'IQ' without lll'MttlOl'L an insurance procuds and refwlds of premiums) from any •• or other dltposmon ot the Property • DEED OF TRUST (Continued) • Page 8 Property Thli word "Propt1rty" means collectr.iely the Real Property and the Pet$0nal PrQperty Re• Prop,1rty The words "Real Property" mean tl'8 rnl property, mtDl'&Stl and nghts, as further de8(:fll)ed in tt.s Deed of TTUSt Related Docwnenw The words "Relalsd Documents" mean 111 pronwnory notes, cnidrt agreements, loan &g(ffments, guaranuea, aecunty agreements, mortgages, deeds of truat, secwrty deeds, collateral mortgagM, and al oth« inatn.rnents, agreements and docwnent$, whtthar now or tlflreafter 8JC1stlng, execurad 1n connacuon WRh the lndeb'tedneM, provided, that thlt environmental ll'ldeMnrty agt!MtMlttl ar, not "Related CDCU1T1&nta" and are not secured by tm Deed of T IU$'t Re~ The word MRents" muns ai. praent 1nd future rems, ,evenues, income, IHL1e$, royalties, profits, .and other benehb. denYed from the Property Trustu The WOid "Trust&&" meal'I$ hcdtc Northwest Trtle Company, whOse ma,bng adckeu is 215 Columbia $net., sum.. WA 93104· ~ 511 and any subttrtute or euoceesor irutteoa EACH CRANTOR ACKNOWLB>GES HAVWO: READ All THE PROVIS10NS OF THIS DEED OF TRUST. AND EACH GRANTOA AGREES TO ITS TERMS INDIVIDUAL ACKNOWLEDGMENT ,., l1J~ • ~Lm + .. ,··,)··.,~~~'(·_·~·_ ....... -~ ···-.. '., STATE OF _ tf,,£/~ Ltr7°' ;-... . J, .. · .. ,._.~\ 't, ) SS t,,. ' V L; 'l: ;c...•. ~, ........ 4::; OOu=of -: ·~.., • • -.: "" --=jtf==llJUPCL:.----· l.l.l • a •· • .:o ;;: > : -~· ,,ii O •. J-t.... i ·1;,.~"-Q.~c~ On this dey bcfur. me, the undemgned Noiary P1ibl1c, per9Qll"tv 111pl)fflfd fl""1 e ~. ~-. ~· .... t ma or proved to m11 on the be11s of satisfactory i,vidence to be the mdw!dual descnb!MI 1n and who "the' .,. .. of Trust, and acknowledged th~ he or she eignad tha DNd of Trust "' N9 or her 1ru and voluntary • , •' the UMI$ and purposea thefatn mentioned 'In ~ .,,j _ t_ _ '••,,,111111111'' Given undw my hand •nd offklal Hal 1hll (!/J day of LJ c;a, lSlt..J..-, 20 ~ ~;~~-11o ::.:._~r~-rs~~:3 -" 84.r My......,.oonoxp.u I Z.·IS-OJ. • DEED DF TRUST (Continued) REQUEST FOR FULL RECONVEYANCE To ----------------'' Trustee • .,_..,.,..,, , v;,,,vv , 11.u;,,,.vvo1 Page 9 The undeta.gl'l«I is th4, ~gal owner and holder of all 1ndebtedmts1 securi:d by this Dttd of Truat You are hereby requested, upon payment or aft sums ow,nv to you, to rl)Convey wrthout w,rTenty, to the per11ons entrtled th&rffl, the nght. title and 1rrtel'98t now held by you under the Deed of Trust Data Beneficiary ---------By _______ _ .. _______ _ I..IH.I_._ .... ,.. ...... ____ ... __ ----~---~ .. -1'11'1 • RETURN ADDRESS· Waahington Mutuel Banlc Yakima tonwn.aal Bantonv Center 211 E Yaklfflil Avenue Yakima, WA 98901 EXHIBIT "A" Reference # (Jf apphcable)· ----------- Grantorls) 1. McCormick, Robert E 2. McCormtek, Joyce L Grantee(sl 1 Washington Mutual Bank Legel Description·_------------------ Assessor's Tax Parcel 10#. 232305-9029-09 • "w.:i11u~vu1"u~.u1u Additional on page __ Add1t1onal on page __ Th.s EXHIBIT "A"' • attlllched to and~ tha. nlerenc:a • IIUlda I pa,t of tM Deed of TNlt, datt,d Octobfl 29, 2003, and eucuttd ... connecbon wtth • loan or other~ accommodabons blltwHn WASHINGTON MUTUAL BANK and Rabert E McCoffmck and Joyce L McConntck THIS EXHmrT "A• IS EXECUTED ON OCTOBER 29, 2003 ._._,_.,.,w, .. ,. ____ ,.. __ -~--.. ~~ .... -~--·,.., • • ,1,uu ... 11v.1uu1.,c,11,11.;;,.v1 1 PARCEL A The west 201 feet of the southwest quarter of the southwest quarter of Section 24, Township 23 North, Range 5 East, WM, 1n King County, Washington PARCEL B: Beginning at the northwest corner of the southwest quarter of the southwest quarter of section 24, Township 23 North, Range 5 East, W,M., in King County, Washington, thence east along the north line of said southwest quarter of the southwest quarter of section 24, a distance of 201 feet 1 thence north to the southerly right of way line of county roadi thence northwesterly along the southerly right of way line of said county road to the west line of said Section 24, thence south along the west line thereof to the point of beginning PARCEL C· Commencing at a point on the east boundary line of section 23, Township 23 North, Range 5 East, WM, in King County1 Washington, which point is north 0°12 1 43" east 1398 7~ feet from the southeast corner of said Section 23 and south 0°12 1 43" west 90.13 feet from the point of intersection of the above described east boundary line of said Section 2] and the center line of the tract and right of way of the Columbia and Puget Sound Railway, thence from this TROE POINT OF BEGINNING south 0°12 1 43n west 420 63 feet; thence north 81G35'17w west 295.04 feet; thence north 0°12•43n east 400 feet, more or less, to a line concentric with and 90 feet (radial measurement) southerly of the center line of the Columbia and Puget sound Railway; thence easterly along said concentric line 295 feet 1 more or less, to the point of beginning, EXCEPT any Portion thereof which lies nortnerly of tne southerly marg1n of Southeast Renton-Maple valley Highway (P.S B No 2) as established by deed recorded under Reconi1ng Number 1545508 PARCEL D: A portion of a portion of the east half of the southeast quarter of Section 23 1 Township 23 North, ltange s Bast, w M I in King County, Washington, described as follows Coawnencing on the easterly line of said subd.ivieion at a point north 0Gl2'43" east 1398.72 feet ~rem the southeast corner of said Section and south 0°12'4JN west 90 13 feet from the intersection of said easterly line with center of tract and right of way of Columb1a and Puget sound Railway. thence south OG12•43n west 420.63 feet, thence north 81°35'17" west 295.00 feet to tne TRUE POINT OF BEGINNING, thence north 0°12 1 43n east 265.00 feet, thence north 81°35'17w west 20.00 feet: thence south 0°12•43w west 265 feet; thence south 81°35'17• east 20 ~o feet to the TROE ?OINT OF BBGINNIHG. PARCEL :E: That portion of the east half of the southeast quarter of Section 23, Township 23 North 1 Ranges Saet, WM, in King County, Washington, described as follows COl'Mlencing on the easterly line of said subdivision at a point north 0°12'43" east, 1,398 72 feet from the southeast corner of said section and south 0°12'43ff west, 90.13 feet from the intersection of said easterly line with the centerline of tract and right-of-way of Columbia and Puget Sound Railway, thence south 0°12 • 43" west, 420 '33 feet; thence north 8l 0 3S'l7ft west, 195.04 feet to the TRUE POINT OF BEGINNING, thence north 81G35'17ff west, 353 00 feet. thence north 0°12•43w east, 384 52 feet, • • thence easterly on a Og28'curve to the left through an angle of 2°32'28w, an arc distance of 350.QO feet; thence southerly to the TRUE POINT OP BEGINNING, EXCEPT the east 100 feet thereof, -'UU~l l Vt>Wl :lU:t.Ul ;t. AND EXCEPT that portion of the east half of the southeast quarter of section 23, Township 23 North, Range 5 Bast, WM, in Kl.ng County, Washington, described as follows Conmencing oc the easterly line of said subdivision at a point north 0°12'43fl east, 1,398 72 feet from the southeast corner of said section and south 0°12'43" west, 90.13 feet from the 1ntersect1on of said easterly line with the center tract and right-of-way of Columbia & Puget Sound Railway, thence south 0°12'43" west, 420 63 feet, thence north 81,i,35' 17" west, 295 04 feet to the TRUE POINT OF BEGINNING, thence north 0°12 1 43n east, 265.00 feet, thence north 81°35 1 11n west, 20.00 feet, thence south oa12 1 43n west, 265.00 feet, thence south 81°35'17" east, 20.00 feet to the TRUE POINT OF BBGINNING, AND EXCEPT portion lying within Primary State Highway No 5 PARCEL P, The north SO feet of the east 350 feet of Tract A of the plat of Valley Faire II, according to the plat thereof recorded in Volume 131 of Plats, pages JS tlu:ough 43, inclusive, in King County, Washington, as measured along the north l1ne of sa1d Tract A • • RETURN ADDRESS Wnhmgton Mutual Bank Yalum11 Commercial ...... ee,,.., 211 e Yahna AINt!W& Yaluma, WA 98901 IJIIIIJIIIJ m'!,,;t,.ASIR %7,N ~1'1'c&iTTY, 11A ASSIGNMENT OF RENTS Reference # {1f applicable) ----------- Grantor{s) 1 McCcrm1c:k, Robert E 2 McCormrck, Joyce L Grantee(s) 1 Washington Mutual Bank Addltlonal on page _ Logal Descnpllon Prll nw:r A, VALLEY FAIKI! II, WI.. 131 1 PGS. 39-43, PTR SW 24-23:-05 6 SB 23-23:-05 Add1t1one1 on page _ Assessor's Tax Parcel ID# 232306-9029-09 Pl'JWT '5 i.+~30C1-i THIS ASSIGNMENT OF RENTS dated October 29, 2003, Is made and executed between Robert E. McCormJck and Joyce L. McCormick. husband and wlfe, whose address 1s 191 Mapleway Road. Selah, WA 98942 (referred to below H "Orento<"l and Washongt-Mutual Banlc, whoaa mad1ng addr-ls 211 E. Yelama Avenue, Yaloma. WA 98901 {reletrad to below as "Lender") • ASSIGNMENT OF RENTS (Continued I • ~uu~11u:>uu1~1u.uu~ Page 2 ASSrGNMENT. For vatuable con1iderataon, Granto, hereby assagns, grants a continuing eeeurity N1twest in, and convey1 to Lender all of Grantor's right.. title, and 1ntarest In and to the Rents from the folJowing descrlbed Property located 1n King County, State of Washington See Exhibit "A• attached hereto and by th11 reference incorporated heretn The Property or i1s addtesa: is commonty known as 16405 Southeast Maple Vdey Highway, Renton. WA 98058 The Property tax kSenbftcabon number is 232305.902.9-09 CROSS-COUATERAUZATK>N In adc:lltJan to the Note, this Ass1gm,ent securn all obligatione, debts tnd ltabthbes, plua 1riwtNt thereon, of Grantor to Linder, or any one or more of them, as well as all cla,ma by Lendor aQP'l$t Grantor or any one o, more o1 them, whether now exsabng or hereafter am11no. whether related or unnilated to the purposa of the Note, whether 1roluntary or otherwise, whether due or not due. direct OI' md1rect detarmmed o, undetMMlned, absokrt. or contingent, ltqUldated or unl1qUIClatl,d whl1her Grantot may be hable ll'ldNldUally or JOU1dy with others. whether obi.gated as guarantot, aurety, accommodation party or otherwm, Mid whethtr recovery 1.1pon suc:h amounts may be or hereaftet may become baned by any statute of llm1tat1ons, and whether the obl,gation to repay such 11mo1K1tS may be or hereafter may become otherw!M unenforceable THIS ASSIGNMENT IS OfVEN TO SECURE 111 PAYMENT OF THE INDEBTEDNESS AND f2) PERFORMANCE OF ANY AND ALL OBLIGATIONS OF GRANTOR UNDER THE NOT!. THIS ASSIGNMENT. AND THE RB.ATED DOCUMENTS THIS ASSIGNMENT IS GIVEN AND ACCEPTED ON THE FOUOWIIIG TERMS PAYMENT ANO PERFORMANCE Except M othtrwlN provtded in this Aargnment or any Related Documents, Grantor ahaH pay to l..4ndar al amounts secured by thta Assignment a they become due, end ahall stncttv perform all of Grantor's obhgattons IXlder th18 Aaaignment Unlu1 and l.ll'llll Lender exarc11es ltS nght to c:ollect the Rents as prowled below and so long o, thenio 18 no default under 'Iha Auignmant, G,a,tor may ramatn 1n poaaN11on and control of and operate and manage tha Propeny and collect thci Rents, prowled that thti granting of the nght to c:ollect tha Aentt ahal not conautub!I Lander's conNnt to the use of cash collatwal 1n a bankruptcy~ GRANTOR'S Rl:PRESENTATIOHS AND WARRANTIES Grantor warranta. that Ow'*9hqt 0..antor " entitled to rec8'Ye the Rents ftM and clu.-of all 1'911a, loan1. ••na, encumbrances, and cla1ma except es diaclosad to and iteeepted bV Lender 1n wntingi Rl9ht to Aa111gn Granto, has the 1uft nght, pow.-and ai.Morrty to entar into thl9 As:a1gnment and w asstgn and convey the Renui to Landltf No PncM Aaagnment Granto, hea not pn11VJOU81y as111gt1kl or oonvreyed the Rems u, any other person by any 1nstruml!lnt now 11'1 force No F1.lrWr Trandtf Granto, will not sell, assign, 1111"14Ufflbtf, or 01herw110 cllSpoM of any of Gr.entor's nghlS 1n the Rents except n p,o\lldtd in ttHs Auignment LENDER'S RIGHT TO RECEVE AND COLLECT RENTS Lender shall haw t1w right at any time, and ewn though no dehl~ ahlll have OCC\Jrred under this Aasignment. to collect and Mee1Va the Rents For tfllS purpoe,e, undfi' 1s helaby givon and granted the folowmg nghta. powtra and authority Notice to Tenants Lender may send notices to any and all tenants of the Property adVISU'IO them of ttvs Asftgnmfnt and dncting all Rants to be pa.it directly to Lender 0t lend8f's agent Entar 1h4t Propff1y lender inav errter upon and take poaeeaa,on ol the Property, demand, oollact and receive from the tenants or from any other pe...ons kable thatatQr, all of the Rents, institute and carry on all legal proceeding& nacnsery for the protection of tha Property, including suoh prooead1ng1 u may be necessary t0 recover poaa8"10n of the Propeny, C<tlect tha Aenta and remov,a any tenant or teoants or other persom from the Property Mtmmn 'lh• Property Lenda, may enwr upon the Property to matntain the Property and keep tha same 1n ttl)&lf, to pay the coats tMreof and of all serv1cu Of all emp(oyee8, 11"1Cludrng thetr IIIQUipmeM, and Df an contiru • .nng CO.ts and openaes of m11ntfnning 1ha Property 1n proper repait and ~. and also to pay all taxes... nseaaments and w.-ter utilrttes, arid the prem1U111i1 on fire and other 1n11urat1Cft effected by lender on the Property Co~ With Laws lender may do •nv and all things to exec:uta and comply with the laws of 1he Statu of Wat:hingtOn and !lso all other lawt, ru/8!1, orders, onhnarw;u and rtQutr9fflent9 of ell other governmental agsnc:9eS affectmg the Property leaM the Property Lender may rem or lease th& whole or any part of the Property for such term or term1 and on suc:h condmons as lender may dean, appropnete Empk,y Aglffltl. lender m~ engage such agent or agel"lb at Lender may deem appropnate, erthet 1n Lender's name or in Grantot's name, to rent and manage lhe Property, including thtl col-.bon and appl1eatton of Rents Ottw Ach lender may do all such other things and acts with rsspect to the Property es Lender may deem appropr1at1J and may act exclus1vtly and solely tn the pfaca and stead of Granto, and to have ;,I of the powers of Gl'~or fo, the putp(l$eS stated above No Requlfa'Nnt to Act lelld'er shaR not be taquwed to do eny of the foregoing acts or tt11ng,, and the fact that Lender 1hel have performed one ot more gf the foregoing acts o, things shell not .-.quire Landin to do any othar specific a.et 0t thm,g APl'UCATlON Of RENTS AH C0$15 and expenses incurred by Lel'ld&r 1n connec11on with the Property shall be fot Gtantor'• account and J...ender may pay such com and llXpenMs from U,e R1ints Landar, 1n rt.a •ole <h8cnruon. shall detetll'llna the aPJ*;e1Jon ot Mf end 11111 Flenta received by ft,. however, any :IUCh R41nts rec..vad by Lender which are not apphed to :such costs and expenset .ahall be applied to tha lndebtedn&ss All expend1turea. made bv l.endw under this AUIQffllent and not retmburaed from the Rents &hall beoome a part of the lf1debtednes1 &eeurw by tillS As,tgnmtnt. and shall be payable on demand. With mtenlst at the Note rate from date of a,rpend,uw, until paid RJU PERFORMANCE If Grantor paye all of the Indebtedness when due and otherWJH pwforma aR the obliga"tions imposed UJ>Oft Gtantor under this Aasignment, the Note, end the Reta111d Docurnenta, Lender .$hell execute and dehver 10 Grantor • SU1bobJe sett:tfectson of this Al1S1gnment and aurtabte etatemenu. of term1rnition of any fmlll'IClng stawmam on hie evtdenc1ng lender's security antarest in the Rents and the Property Any terminahon fee required by law shell be l)IIIKi bv Granto,, 1f perrmtted by applx::able law LENDER'S EXPENOOUffES 11 any action or proc:eedm" lS commenced that would mate11alty affect Lender'• interest in the Property or rP Gramor fiills to comply with eny l)l'OVl9'°'1 ol this Asa1gnmen1 OI" ny Related Documenta, 11,clud1ng but .LUUvl IUOVUl41U,UU.J • • ASSIGNMENT OF RENTS (Continued) Page 3 not limited to Grantor's failure to d1scherge or pay when due any amoonta Gr.antor 11 req1.11red to discharge OJ pay under this Assignment or any Related Oo<;J,anerrts, L.ender on Granto,'a behalf mav (but Shall not be obligated to) take any actton that Lender dffrn. app,opnatu, mcludll'IQ but not lrl'Med to chKhargmg 01 paying aH taxes, hc:rw, ncurtty 1111erests, encumbfanc:98 and other cl.Ima, at any tlffll!l l~d or placed on the Rems Ot t"* Proparty and paying all costs tor 1nswu,g, mamtawng and preseMng the Property Al such &xl)eOOlturn ine1.1rred or pard by Lender for ,uch pa'POMS will then bear mterest at the rat• cha,ved ul'N:* the Note from the date incurred ot paid by Lander to the date of repayment by Qrantor All auch expenses will become a part of the lndebtedneat and, at Lender'• option, will fAJ be payable on demand, (Bl be added to the balance of the Note and be IPPOfbOned among and be payable wrth any installment payments to become due durtng either 11) the term ot 1ny applicable maurance i:,ollcy, or (2) the ramaimng 1erm of the NoW, or (Cl ba ttsated ..:s a balbon payment whlCh will be due and payable at tha Note's matvnty The Ass1grvnent also WJII secure paymem of these amounts Such ngllt shall be 1n addition to ,11/1 other nghts and remedies to which l.etlder may btl entitled upon Defaut,: DEFAULT Eacl'l !)f ttia tc;illowing, et Lender'• option, shall cor1$trtUta an Event of Default under this As8tgnment Paymtttt Dtfau11 Granto, fails to make any payment when due under the lnclebtildn8S3 Other Defaultw Grantor falls w comply wrth or to perfonn any othet tflrm, obhgat,on, covenant or condition contained 1n this Aa1ignment or 1n anv ol the Related Documents Of to comply with c,r to perform any term, obhgatron, coveru1nt or C?<Jfldtt1on C(IIIUl1ned m any other agreemant between Lal'lder end Grantor Default on Othat Paymantl Fa1klre ol Grantor within the tme reqwed by thl8i Assignment to make any payment tot" taxn or lnSUl'l!lr'ICI, or any other paymenr necessary to~ flhn9 of or to affect dlllt"hartie of any llen Default in MWOf of Thwd Pm1rfl Grantor defaults under any loan, exter'ISIOn of credit, aecurity IIQl"ment, purchue or ules agrument, or II/If Olher agreement, m favor of any other credrt(w or peJSOn that may matenelly affect any of Gontot•, property or GranlOf's ablitv to pe,form Grantor's obbgataona under ttKa An,gnmant or any of the Related Documents Envwonmental oat.ult Fadura of any PflltY to comply wllh or perfonn when due any tetm, obbgetlOfl, convenant or condition contained in arrr enwronmerrllll agreement t:11Kuted in connec110n Wtth the Property i=.. Stllt9rnntS Any warranty, repr&Mntettoo or SUtematlt made or furr111hed to Ltndlr by Grantot or on Grantor's behalf under thse At.signment or the Related Oocumenta ia talH °' m11lead1ng r, any matenal reapect, •tt. now rY at the time made or fum1ahlld or becomat falea or m'81eadll'IO at any tim• theraaftet 0.focbve Collatullla:atJon Thia AaalQAfflent or any of the Relatttd Doct1ment8 ceases to be 1n full force and efffft linclud11'1g lmlwe of anv cohteral document to create I vahd and perfected seeunty anterest or lren) n any bme •nd for any reason Dnth Of lnlOMfflcy The death of an)' Gtamor, the 1nsolvwlcy of Grarrtor, the appo,ntrntflt of a recetJer tor any part of Grantor's praperty, any NSignment for the benefit of credrtora, anv type of credrtor workout. or the commencwrnent of anv procetdrlng W1der any bankruptcy o, 1nso1Wncy lewa by or against GrantDf CNdihW or Forf8lbaw ProCINdinp Commencement ol forvclosl.n or forfesture proceedings, whether by JUd,cqil proeeedlng, self-help, rtPOSl88tllOn or anv othar method, DV •nv creditor of Gtantor or by any gov,ammerrtlJ agency agmnat the Ran18 or any prot)erty sec;unng the lndebltdnau Thia 1nr::ludea a garnishment of any of Grantor's ae<:ounta, inc:ll.ldlng depo91t acc:oums, wfth Lender HowllVllr, thle bent of DefalAI: ahaH not apply 11 thfM'e, rs 11 goad faith d4e,pute by Gnwrtor u to lhe Y8'N:lltv or reaaonablenen of Che davn which .. th11 bt8'9 of the credno, or foffertta'e P,OCNCbng and 1f Orantor grvea Lender wrltttln notice ol the creditor or forlerture proceeding and depot1rts w$th lander monies or a surety bond for the crad®r or forferture proceeding, 1n an amount dltterrmned b'( lender, 1n its tole chcratron, n bemg an adequat8 "'881\19 or bc»nd for the dispute Property Damage o, Lou The Property 1a lost,. stolen, aubstarmally damaged, aold, or borrow.cl aga,,m Events Afflctll'lg Ouanntor Arfl/ of 'the preceding~ occurs wrtl'I ,elPl¢t to any QUarantor, endomtt, surety, or accommodatlOtl l)8(ty of any of the lndebtadnH$ or any guarantor, endorter, aurety, or eccommodatlon party dies or h8COll'IMI incompetent, o, te\lOkN Of dlaputu the validity of, or J11btl1ty under, any Gua.-.my of th& lndebtednan Jn the ev.nt o1 • death, U!Wtder, at ltS option. may, but ahetl not be required to, parrnri: the guarantor's Nt8t9 to mume uncondrtionalty the obl,gatri;ina ansmg under the guaranty in I matll'Mlr nusfactory 10 lend•, and, in doing so, cura any Event Of Default AdYlll'n Oaang1 A material adverse change oocura an Gtantr:w's flnanctal condfflon, or Landar bellevea the proapect of payment or performance of the Indebtedness • 1mp111red lnsecunty Lender 1n good ta1th behavn lt8elf mectn CUre Pro¥$0M If any default, othef than a default 1n paymarrt 19 curable and rt Granto, haa not been given a nobca of a bnach of the sama prov.ion of thrs Asa1i,,mant wrltnn the pr,eceding tweMJ n 21 months, 1t may be cured [.and no avant of dofe\Jlt will h/31'11'8: occurred) 1f G'-ritor, eftet l'll!ICeMtlg wrrtten notice 1rom Lander d&mand1no cure cf such default (11 curea the defa\llt Within tttte.n 115} days, or {21 it tt18 cure requiraa mora than Mteen (15) days, 1mmedM1tely inmates Sbllpa wt.ch Leni;lar deema NI Lender's aola discrlltlOn to be 1uflic,am to cure the def11ult and thet11&ftm continues and co,npl,otea all teNOMbht and necuury stepa suflrClll!lnt to produc& comP™lnc• ~ soon as reason.ably prllCtleal RIGHTS ANO REMEDIES ON DEFAULT Upon the occumnca of any Event of Defautt: and at any tnne th&let1-, Lender may exercise any one or more or 1h8 following rights and remedies, 1n addttJon to any other nghta or rernedres prov,dad bylaw Acc..,_. lndabtac:ll'lllss Lender shad nave the nght at rl:S option Without notice to Gtamor to declare the entire lndebtedneas ,mmedtataly due and pavat::Ne, 1nc:ludrng any prepayment penalty which Granto, would be raqu,red to ••v Colect Rents l.endat anan hive the rlQht, Without nouce to Gfanb;JI', 1o tab poa8U8IOn of 1ht Proi,env and collect the Renta, tnekldlng amounts past due and unpaid, and apply the net pttlCIOdf, over and abo\te Lender's. coats, tgainst the lndebt&dnMt In fwtherance of this nght, Lendet ahall haw all the rights Pf'OVNled for ,n the l.$ndas"'a Right to Ri,c:e,ve and Collect Re.rrtzi Sec'botl, abov11:1 tf the Rents ~ collected by l.&ndet', than Grantor irrevocably dalgrwrtu Landor aa Grantor'a tttorl"l$y-tn·fact m endorse 1natrumenta recewllld 111 payment thereof m the name ol Grantor and to negotiate the aame and eOllect 1he procaed9 Peyrnenta by tenants or other uas,s to Leindar 1r1 response to Lenda,'s demand ahall Absty thll obl1gabona: for which the payments era mact., whether o, nm: an, proper grounds for the! demand IIJUSted Lendw may exerc1s. rts nghta Ul'lder 1h1s subperagr&ph 111ther 111 person, by IQent, or lhlough ei roctrver APPl)a'lt R-vw lender shall have the 11gl1t to heve a r'&ff!V$1' appointed to t-e possesa.on of all or eny part of tt1Cil Property, With the power to protect and presarva tha Prapi,rty, to operate the Property preceding or pending forecloawe or sale, and to collect the Renw from the Property and apply the proceada, over and above the cost of • ASSIGNMENT OF RENTS (Continued) • "W.,) I I U::>UV 1,t. I U.U\14 Page 4 the rec8'Ver1htp, ag,111nat the !OOllbtedness The recewer may serve without bond if P*tmrtted by law l.&nder's right to the appointment of a ,ec.erve< shall exist whethuf or not the apparent value of 1he Property 111xceeda the ltldebttdnen by a aubstanbal amount Employment by Lender shall not disqualify a person from aervmg aa a raeetVer Other Remedle1 Lendw shall haYe ell oth" r,gtrts and remedies prov,ded in thta Ass,gnment or the Note 01 by low Electton of e.m.d-Bectton by Lender to pursue any remedy ~I not exdude pwaurt of any O'lher remedy, end an fllectiorl to make e,cpenctJturN or to tab action to perform an obhgauon of Grantor under this Assignment, after Grantor's fa1lura to perform, shall not affect Lender's nght to dectar. a defwlt and eicerc1se rte remechea Attorney•' Feea, &p.nt.n If Lender ll'IStrtute& •nv suit 01 action to enforce any of the terms Of this A8$1Qflment. under shall 1M entJtled to recover such sum as the court may adJudge ruaon$ble u attomeva' fees at tr'tal and ui::ion any ap,:ieal Whethel or not any court ac'bon 18 1nV01Wld, and to the extent not prohibited bv law, all reasonable aq,enees t..nder ,ncur.s tt'l8t in Lender's opwon ara necNtarv at any ume lo, thllt procectfOn of Its ll'IUl'Ht Of the enfore&ITl9nt of Its nghts al'laD become a pa,t of the lndebtednan payable on demand and thall bear 1nteraat at the Note rete from the daM-of tha expendrtvre urml repaid Elq)efllJU. covered by thlt paragraph include, Without hmrtation, however tubiect to any bmrts under appllcflble law, Lender's attomevt' feM and lllnder's legal expenses, whether or not there II a l8'NSU1t, 1111;1udiog attorneys' fees and expanses lot' bankn.i9'cy proceedm(18 linc.ludmgi etfort3 to modify or vacate any eutomatJC stay or 1ruunct,on), a~als, and any anticipated post-p..idgment collec'bOn teMCM, the cost of ffln.hmg records, obtN11ng trtle reporta: (lncludtng foreclosure report:Sl, SUMIV'OJ'S' repons, and appr;a11~ feea, title .u.urance, and fees fw the Trustee, to the extent permrtted by applicable l.sw Grantor also w• pay eny court costs, 1n addrtlQn to al OUler sums P,CMded by law MISC&l.LANEOUS PRO'YJStONS The, following ffllSCelteneout prov1S10ns are a pert of th1a Assignment AmencaMms Th1& ASlignment. together with any Related Documents. eonetttute8 the entwe understanc11119 and agreement al the pal1Nls u to the matters Ht fontl 1n th!$ A1;11gnment No a!IJ:lr~ of Of amendment to th!$ Assignment shall be effective unlass given 1n wntmg and mgned by the party or p&rtlot JOuQltt to be charged ar bound by the alteration ar amendment Capt,an H.admgl Caption hlladtngs 1n 1h11 Aaaigrment ere fOf convenience purposn only and are no,: to be used 10 nterpret or define the provtaions ot this A$ttgnment Gavenlng Uw Tht1 A~_,. be govMMd by, conmuec:1 and 1nforced in -=ordanca With t.deral law and 1he laws of dMi S.. of Wast.ngton The Aulgnment ha bMlt accepted by I.Mder in die State of Washl'lgton .bnt Md 8eVfflll Liablhty All oti,igabon& of Grentor under th11 A1signm1nt Shall be J01nt and MVeral, and all refatl'l'leeS to Gnmtor atwlll mean eech and ev&ry Granto, Thia means that each Granto, ,Segmng ~low ts fWJJOOl!ble tor all obllgatrom m th1a Aa1gnment Mlf14K There shall be no merger Of the im•11t or ealate creatad by thla uagnmant wrth any other antereS1 Of estate: 11'1 the Property at any tune hek:I by or far 1h11 benefit of Lender an any capacity, wrthcut the wnt1en conaent of Lender ll'lltarpma'bon 11) In aa cases where there II more than one Bottower or Grentor, then all worda IJl&d tn tNs Ass.gnment 1n the aingvl1r shall be deemed to have bean used 111 the plural where the cantext and conatruct>on so reqwre (2J If more than one perwon &1gns this A111gnmant as ·Grantor,• the obbgattons of each Granter are J01nt and a8'18fal Thi.$ means that if Lender bfinga a laWltlrf. Lender may sue any ona or more of the Granton: If Borrower .and Gtantar are not the same perSOI\ lender need not sue Bonower fsrst, and that Borrower need not be 1oined 1n any l'OW$Ult (31 The names g1Yen to peragrapha or sections 1n tml Mllg,wnent are fol" convenience wrPOSn only They ,re not to be uaed to interpret or define the prov11nons ()f th11 Ass.;nment No Waiver by !Ander Lender shd not be deemed to have wanted any nghta under tl'll8 Aa81gnffl8nt: un!Ms such waiver ie g1Y11n 1n writmg 8l'ld signed by Lendar Ho d8'ay Of omiaaion an the part of Lender n txef'C191ng any nght shall operate n a waivet" of such nght Of any other nght A WIIMW by Lender of • provssion of this Aaagnment shall not preJudlca tit' constrMe a wa"'*' Of lender's nght otharw• to demand atr1ct comptranca With that P"(WtllOl'I ar any other proVl&IOn of this Asaignment No pnor waMtr by Lender, nor any course at dealing b41:wffn Lender and Gramer, •hall oonstitute a warver of any of Lander"• nghts or o1 any of Grantor's obhgabonl a• to any future trannctlons Whel'!8'V9r tha conaant of Lender is requited under tin Aaugnment, the gqntmg o1 8'*::h consem by lender in u,y 1nrtance ltiall not constTtute continuing canaem: to subsequent 1nstani:et. where such consent 1• raq!Al'8(f and tn all cases such consent may be granted or withheld 1n thlt $OJ. dJSCretion of Lender Nobcet: Suti,ect to apphoabkt law, and e:icc&pt for nottce required or aJ!owad by law to be gaven 11'1 ~11nother tnamer, atay nottce reqU1red ta be lifrvan under thlS Assignment lhall be ~n m wntmg, and shad be effectMe: when EICtualy delMlf8d, when .ctually rec&Mld by telefac3Nmla !unless otharwlS8 reqwed by l;aw), when ~ with a netionally reccqNZed cwemight coUMt, OI', rf m,,ted, when dei»a!Wd in ttw Unrtad Statea man. as first clau. certlfted or t&OJStarad mall PQfl.ege prepaid, directed ID the addreaaes shown near the beginrnng of this >USIQIVnent ~ party may <:h;mge its addtess for notices under thus Asa1gnmant by gMng tormal wntten notice to the other pllftles. specifying that the fllJl'POa• of the no11ce sis to <:henge the party's address For na11ce purpose$, Granto, agreee to keep I.ender informed at all times of Grantor's cunent addrass SubJl!(:t to appkcable Saw, and 8)1eepf for notice r~u1red or allowed by law to be QNen 111 11nother menner, If there ta rnont than one Granter, any notace given by Lenmtt to any Granter II dller'n$d to be OOtlce given to au Gran1or1 Poviren of Attorney The venom a;.nc19:1 al'ld powers of attomay conveyed on Lender unde, this Asaignrnerrt are granted for l)Utl)O$H of aecurrty and may not be revoked by Grantor untrl such 'bma as: the same are renounced by Le"'" 5evelabllrty If • court ot t;0mpetent Junsdiction tinde any l)fOYl&IOrl of 11-&m ASS1gnment to t:ia illegal, rrv,11,h(I', Of unenforce~ M to any pe1son or cwcumatance, that hnding shall not make th9 offilndtng prov111cn 1llegal, 1nvalrd, or unenfo,e9abla .es to any othel' person o, c•cumatanctJ H fea•I*, the offending Pf0'/1"°"1 ...ii ba consi.dered modfl1ad so that rt becomaa Pegal, Yalld and enfon::eablt tf 1tie oflending pro-.na1on oannot be ao mod1had, It shall be consdef9d delab!KI from tt,11 Aas,gr,ment Unless othel'W&Se required by Jaw, the dlegality, 1nvahdrty, or unenforceab*ty of any prnvisaon Of thrs Aas,gnrnem shall not affect the lagalrty, valdrty or anforceablhtY of any other prcMSIC>n of thsis A$$1gnment SucculCll':I and A"'VA• Sub,act to r,ny ltmmrtlons atatecl ,n thta Assignment on transfer of Gnmtor'a 1ntereet. U. A.saagnment shall be blndll'lg upon and 1ni.e to the benefn: of tN p,trtiea, their successors 11nd (l,Q!gns ff ownership of the Property becomes vested ,n a pe;'*On other lhan Grantor, Lender, wnhout notica 10 Grantor, may dee! with GrantDr's succa&SOt'I with reference ta this Assignment and the Indebtedness by way of forbaarance or e~ wlU\out releaslng Grantor from the obllg:at,ons of thlS ASS1gnment or habthty imdfl!' the lndebtednen T..,... 1.s ofth1t Eaaence Ttme IS cf the essenc1t 1n the PttJlormaoce of this Asa1gnmant • ASSIGNMENT OF RENTS (Continued) • ~W~I IU;:IUUl~IU,VW Page 6 WAIVER OF HOUESTEAD EXEMPTION Granter hereby r"'8asaa and wai1ve11 all right:!1 and benefit& of the homesteoll<I ax&mptlon laws of tho S~te of Washington as to all lndebtedn&U M<:ured by this Assignment WAIVER OF RKJHT OF REDEMPTION NOTWITHSTANDING ANY OF THE PROVISIONS TO THE CONTRARY CONTAINED IN THJS ASSIGNMENT, GRANTOR HERE.a.Y WAIVES ANY ANO ALL RIGHTS OF REDEMPTION FROM SALE UNDER ANY ORDER OR JUDGMENT OF FORECLOSURe ON GRANTOR'S BEHALF ANO ON BEHALF OF EACM ANO EVERY PERSON, EXCEPT JUDGMENT CREDITORS OF GRANTOR, ACQUIRING ANY INTEREST IN OR TITLE TO THE PROPERTY SUBSEQUENT TO THE OATE OF THIS ASSIGNMENT DEFINmONS ni. following c:aprtal1zed wc,,da and t9fmS shall have the follawmg: meanng• wh$n ~ 1n th18 Asaigrvnent Unleal specifically stated to the contrary, an refetences ta dolaf amount:I 11nell mean amourna in lawfut money of the United States D1 America Worda #nd terms und 1n the aingiJar ahall include the plurat, and the pli.al $h$111nclude the singular, as the context rnav r.quire WOWS and terms not otherwise ct.fined tn this Aastgnment shall have Iha meanings attnbuted to such hlrms 11"1 the Uniform Commercial Code Augnnl,fflt The word • Au1gnment• ma.ans this Aselgnment of Rems, as thti A1111gnment of Renta may be amended ot modified from tuna to bme, togelher with au exfubtta and sohedulet an.1ched to ttllll Assignment cf Rents from tune to time Bonaw1r The word "Borrower• muns. Robert E McCorm.ck artd Joyce L McCormack Oefauh Tha wofrl "Default" maens thll Oafautt set forth 1n tl'III Aaaagnment 1n the secttcn titted "Oefalft" i&tnt of Default The WOl'ds "Event of Detai.Jt• mean eny of the event3 of defalft set forth m tm ANigrvnent I(\ ttie dei..t 8eC'bon of t111a As.signment Gtantw The ward •Granter" means Rebert E McCcmuck and Joyce L McCorrmck Guannty The word "Guaranty"' means the guaranty from oua,antot, endorter, surety, or accommodatiOn party to Lender, mdud1ng without l1mita1100 a guaranty af all o, part af the Note lndebtlldnut TM word "lndebtedneu" means all pmc1pal, 1ntetest. and other all'IOW'lts, costs and expet'lfft 1)8yable under the Note o, Related Documents, togGther with all renewals of, extensions of, modmcatlons of, conacihdltlons of and subttitunons far the Note or RNted ~uments and any amounts expended or advenc:ed by Lender la decharge Granto,'• oblig&11Qn1, or expenHs ncurred by Lender to enforce Grantor's obllgnona uncfe, th11 AIStgl'lfflent, together with 1nteru1 on auch amounta as provided in this A4&1grvm,n1 Lendar Thi word "Lender" mcians Washington Mutual Benk. JtS auccusora and auigns Note Tha word "Note• rrwan1 the pronustotY note datad October 29, 200a, 1n the onglnal principal amount of $670,000 00 from Grantor to Lender, together wrth all renewals ol, extensiona of, mod1fteataone of, reflnancmga o1, coneohcl.trone of, and eube'tltUtlOrllt for the pronuesory no111 or egramni,nt Property The word "Property• mean, 111 of Granklt's right. trtle and interat in and to all thi!I ProPertv as described rn the "Assl;nmem:• section of thla Aa1gnment Retated Docurnenta The words ·Reiatffl Oocl.ffll!lnts· mean al prom1nory notes, oredlt '9roerntn11, loan agreom1111ts, envronmental egraements, guarllnbes, INCunty agreements, mortgages, deeds of tnnt, securrty deed,., collateral mortgages, and al other inatrumtnts, agreements and documents, whether now or hefaaftet ex1St91g, executed ,n con...Ctlon wrth the lndebtednet;t Ranta The word "Rents" mean& all of Grantor's p,esent and future nghtt, trtlia and tntefelt 1n, to and undlK any and all present and future leuea, includll'lll, wl1hout llmrtation, al r.ma, f!llvenue, mcome, IHU&S, royaltias, bani.JM1,, accounts rec$\rllble, r;nh or S8CUl'lty dep(l$¢l, advance rentals, profits and proceeds from the Property, and other Pfl'/ffMln'tll and benefits danved or to be derived ftom aueh le8HS of every kind Otld l'l6tVl'e, wtwthar due now Of later, mcludmg without ~m•tataon Gr1n1oJ's nght to enforce SUCh leaaea and to recal\/9 and COiiect payment and p,ocaecls thereunder THE UNDERSIGNED ACKNOWLEDGES HAVING READ ALL THI! PROVISIONS OF THIS ASSJGNlll!NT THIS DOCUMENT IS EXfCUTa> ON OCTOBER 29, 2003 • ASSIGNMENT OF RENTS ( Continued) • "\IVw'I IVQ\NILIU.VVO Page 6 INDIVIDUAL ACKNOWLEDGMENT ,·•"'" "'•,,. · .Jo'' ,::,. ~o' .. ·-.. STAT£OI' /JJM~ f~':':~ro~··~~\\I ~~ ,ss :n II,. .r" ., ~~ ;. :V .. "' •.::!l..-·1..1..: COUNTY OF I =~ ~; "'i, '.J lt:O~ :. '-1, + Q..<:) •'4, ii \ ·./r.,.,oo ... ~ I On th14 day before me, the unders1'1fled Notary P\.lbbc, peqonally appeared Robert E McCormick:-.. ... ~· ~l me or Pfoved to me on the bima of 11mS1'actory evidenc.-to bil the Individual descnb«I in and' \~ A.aignmern of Rents, and 1clc.nowledQtd that nit or ehe 111gned the Aa:aignment as h18 or her tree and vo '!'*YI~ t'?d -· tor the.,.. and our,x,,ea-.., ment~nod .~<'I w-, day of Q J-o lsie.,__ --:-~ Resrdmg1t___cls.~"""'-"'""-C....~~~~ Mv.....,..,,..._.. I z-1$-03 • HETURN ADDRESS. Wadungton Mutual Bank Yakma Comm.rc:11.I Banking Center 211 E YaltnnaAwenue Y•lm!L WA 98901 Reference # hf applicable) Grantor(s). 1 McCormick, Robert E 2 McCormick, Joyce L GranteeCsJ 1 Washington Mutual Bank 20031105001210.007 • EXHIBIT "A" Add1t1onal on page __ Legal Descnpt1on. __________________ _ Add1nonat on page __ Aasel3Jior's Tax Parcel ID# 232305~9029..09 Thlai EXHIBIT • 14.• It .itachff to and by this ,-,eraca hi madt I paft of the Assignment of Rents. dated ()ctobff 29, 2003, and exeeuttd m connktson with I loan or -o'lllu hnanclal acconwnodattona ~ WASHINGTON MUTUAL BANK and Flobtirt E McConnldt and .loyfJ:• L McConnkk SF.E A:l.'TAC!IED LEGAL DF.SCRIPTIOO THIS EXHIBIT •A" IS EXECUTED ON OC108ER 29, 2003 , .. tooNO_,...•••-c• ___ ,.. __ ... __ _, ... ......-... ...., ..... tl.VV.;J I I V-...IV\/ /,;. I V,VVQ • • The west 201 feet of the southwest quarter of the southwest quarter of Section 24, Township 23 North, Range 5 Bast, WM, in King County, Washington. PARCBL B Beginning at the northwes.t corner of the southwest quarter of the southwest quarter of Section 24, Township 23 North, Ranges East, W.M, in King County, Washington, thence east along the north line of said southwest quarter of the southwest quarter of Section 24, a dis.tance of 201 feet, thence north to the southerly r19bt of way line of county roadi thence northwesterly along the southerly right of way line of said county road to the west line of said Section 24; thence south along the west line thereof to the point of beginning. PARCEL C· Canmenc1ng at a point on the east boundary line of section 23, Township 23 North, Ranges gaat, WM, 1n King County, Washington, which point is north 0°12'43~ east 1398.72 feet from the southeast corner of said Section 23 and south 0°12•43n west 90 13 feet from the point of intersection of the above described east boundary line of said Section 23 and the center line of the tract and right of way of the Columbia and Puget Sound Railway, thence from this TROE POINT OF BEGINNING south 0°12'43" west 420 63 feet, thence north 81°35'17~ west 295.04 feet; thence north 0°12'43~ ea3t 400 feet, more or less, to a line concentric with and 90 feet (radial measurement) southerly of the center line of the Columbia and Puget sound Railway, thence easterly along aa1d concentric line 295 feet, more or less, to the point of beg1nn1ng, BXCBPT any portion thereof which lies northerly of th~ southerly margin of southeaat Renton-Maple valley Highway (P s H No 2) as established by deed recorded under Recording Number 1$45508 PARCEL D. A portion of a portion of the eaat half of the southeast quarter of Section 23r Township 23 North, Range 5 East, NM, in King County, Washington, described as follows Comnencing on the easterly liQe of said subdivision at a point north 0•12•43n ea~t 1398 72 feet from the southeast corner of said Section and south 0°12'43" west 90.13 feet from th.a intersection of said easterly line with center of tract and right of way of Columbia and Puget Sound Railway; thence south 0°12'43" west 420.63 feet, thence north 81°35'17" west 295.00 feet to the TRUE POINT OF BEGINNING, thence north 0°12'43" east 265.00 feet, thence north 01°3sr17n west 20 00 feet; thence south 0°12'43" west 265 feet; thence south 81°3S'l?" east 20.00 feet to the TROE POINT OF BEGINNING PARCEL E. That portion of the east half of the southeast quarter of Section 23, Township 23 North, Range S Bast, WM, in King County, Washington, described as follows Commencing on the easterly line of said subdivision at a point north 0°12'43" east, 1,398 72 feet from the southeast corner of said section and south 0°12'43" west, 90 13 feet from the intersection of said easterly line with the centerline of tract and right-of-way of Colwnbia and Puget Sound Railway, thence south 0°12'43" west, 420.63 feet; thence north 81D35'17" west, 195 04 feet to the TRUE POINT OF BEGINNING, thence north 81°35 1 17" west, 353 00 feet, thence north 0°12'43" east, 384,52 feet; • • thence easterly on a 0°2B'curve to the left through an angle of 2°32 1 28", an arc distance of 350.00 feet, thence southerly to the TRUE POINT OF BEGINNING; EXCEPT the east 100 feet thereof, -'UU.:il l v:>UUl -'l U.UW AND BXCEPT that portion of the east half of the southeast quarter of Section 23, Township 23 North, Ranges East, KM., 1n Klng county, Washington, described as follows Connenc1ng on the easterly line of said subdivision at a point north 0•12r43w east, 1,398 72 feet from the southeast corner of said section and south 0°12'43" west, 90.13 feet from the intersection of said easterly line with the center traet and right-of-way of Columbia & PUget Sound Railway, thence south 0°12'43" west, 420 63 feet; thence north 81°35'17• west, 295.04 feet to the TRUE POINT OF BEGIH1i!NG 1 thence north thence north thence south thence south BEGINNING, 0-012' 43" east, 265. 00 81-o35'17ft west, 20.00 0°12 1 43n west, 265.00 81°35'17" east, 20.00 feet; feet; feet, feet to the TRUE POINT OF AND EXCEPT portion lying within Prima~ State Highway No 5 PARCBL P The north SO feet of the east 350 f~et of Tract A of the plat of Valley Faire II, according to the plat thereof recorded in Volume 131 of Plats, p&ges 39 through t3, 1nclu~ive, in King County, Washington, as measured along the north line of said Tract A • 7 • AFrER RECORDING RETURN TO: . Cynthia L. Thompson OLSEN LAW FIRM PLLC 604 W. Meeker Street, Suite 101 Kent, Washington 98032 Document Title: Auditor's Reference Number: Grantor(s): Grantee(s): Legal Description: Tax Parcel No. • 11111111111111111 200102~s003i~47 =.1 OF eea 921 :za12ee, 12:u KlNG COUNT'! • 1111 Notice of Landlord's Lien for Rent Ernesto Cisneros Andrade Angela C. Thompson-Burcham John H. Burcham Valley View Mobile Home Park 20070228001947.001 The Auditor/Recorder will rely on the information provided on this cover sheet. The Staff will not read the document to verify the accuracy or completeness of the indexing information provided herein. • ·' • • • 20070228001947 .002 OLsEN LAW FIRM PLLC WALTERH.OLSl!N,)R.*,ATTOINBY ATLAW B. TONYBRANSON,AT'!ORNEY ATLAW TROYR. Nl!HRING,ATTORNEY AT LAW KllALD.Kl!IIN,ATl'ORNSYATI.AW •ADMJ711;0 lNWASHllalON"3CD0uaoN CYN1111A l'HowsoN, PAllALEGAIJOFflCl!MANAGI Douo Sc!IARNHORST, PAIIALEGAI/CoNTROW NOREEN M. Pl!TERs,PARA!Bl, APRIL M. Rl!EDAL,PARA!Bl, Kl!LU!Y Gn.Bl!ll"I30N, ADMINISTRATIVE AsslSTA! February 27, 2007 CERTIFIED MAIL RETURN RECEIPT REQUESTED and FIRST CIASS MAIL Mr. Ernesto Cisneros Andrades John Doe Occupant Valley View, Space 11 16405 S.E. Maple Valley Hwy Renton, Washington 98058-8375 Ms. Angela C. Thompson-Burcham Mr. John H. Burcham 16405 S.B. Renton Maple Valley Road Renton, Washington 98058-8375 Re: Notice of Landlord lien Foreclosure Sale -Publie Auction Dear Sirs/Madams: Please be advised that Robert McComtlclc, as landlord, is hereby asserting a landlord's lien for up to four months rent and other expenses upon all personal property issued or kept at the address of Valley View Mobile Home Park, Space 11, 16405 S.E. Maple Valley Highway, Renton, King County, Washington, including the mobile home, pursuant to RCW 60.72.010. 604 W. MEEKER STREET•SUJTE 10 ! •KENT• WASH INGTON-98032•TELE•253-813-8 J I I •FAX•253-8 ! 3-8 ! 33 • 1 • Mr. Ernesto Cisneros Andrade John Doe Occupant Ms. Angela C. Thompson-Burcham Mr. John H. Burcham February 27, 2007 Page2 • 2007022800194 7 .003 PLEASE TAKE NOTICE that a public sale of such property will take place on Friday, March 30, 2007, at 9:00 A.M. at the following address: Valley View Mobile Home Park Space 11 16405 S.E. Maple Valley Highway Renton, Washington The landlord will accept any commetcially reasonable offer for such property and the proceeds of such sale shall be applied pursuant to RCW 60.10.030. If such property be removed from the rented premises, the lien shall continue and be a superior lien on the property so removed, and the lien may be enforced against the property wherever found. In the event the property contained in the rented premises be destroyed, the lien shall extend to any money that may be received by you as indemnity for the destruction of the property. Sincerely, OLSEN.1,A W FIRM PLLC ~· Walter H. Olsen, Jr. -WSBA #24462 B. Tony Branson -WSBA #30553 Troy R. Nehring -WSBA #32565 Khalil Khan -WSBA #36725 Attorneys for Landlord OLSEN LAW FIRi"\1 PLLC 604 \V. i\-Ieeker Street, Suite 101 Kent, \Vashington 98032 Ph: 253.813.3111 Fax: 253.813.8133 '. .... ',.k'I' "'.' . ..,·., "' -·\~ '· I':. ,, .· i : _-.:.,,/:,>: - ,,.,:·, ,.' ~ . -,,_•.· ~~f_ f i .- .... .. -~ ~- Thll dud I• ahen ln h1Ulll111nt ot tb1l& a•rt.•I• rut 11\&tt caatract bl,w1H the putlu hertto. dat,d l!al'Ch 10 , 1161 , nd ~oadlllontd for lbt coou11noo of tho abo•o dll!scribtd proput1,at11d thlt covent.a\.8 or wa~n.ty btnln coatalHd abaU n.ot IP'PlJ' to an, UUt, 1nt1u11. or •ncumbraaca 1.ri1ln1 by, U1toa1ll ar and er the P1rcilla1tr la satd contra.ct,· and shall not. a,plJ' to 11.n, tuu. &Htllt'\tnta or olbtr ~-11.,, .. ltTltdi~ •Htllt_4 -a, ,.1call111.1. dat aubllQUtnt "" to th11 d1lt or nld contract, '·, ·' .. :·.-··~{~J11:i;fi{:f"f~}t\.~f:• · S11bJect 1.0 all ••11m1nt1, r11tricUon11nd re11rnuo111 or_r,cord,·tt &ft.f, ·' · Dat<d this loth j,l'J. 91.G'GCI .:;:,',l<,N~f'!~IJ.ir.ed ':\\1 \J, '-1, . M.bl-.Jl~.miJ; . .-,:,is, ~1M ,~ Jttttau~rn ~ .. ~l'> IJe bhb., +);, t"' ptl~FUrt . ·- STATE OF WASHINGTON, I"' Count1 of Xing ~:~ .. . }\i~/~;;~\i:~·'c/ . .-.'.-.: . day of l ! I ! ! l • • • • .• ~ONEER NATION.RE r, ,...,.~ ..... -------, TIT\.! INSURANCE ~il/;i nAy"'1ij"'Jd IHl!r.lD PO, ncmi)tn uu •' • I /1 •.• '.' V AM A1ICDII_., f, 1«1 for Record at Roq,-t of JUI/ I f) .. . KING cou;,i \' AFTER RECORIIIN8 14/\ll ro, REC6~r)s f ?iO~ o EXCISE TAX PAID il','iG C 'ik/ ONS JUN 141984 -llr\1 tcd 5avinsn and l&on Bank li".C7-::·~S7 601 South Jaskoon Seattle, Washington 98104 --'lO\ll&t<..J).OP41DIUft;;51.Jli!j01t04!i.J~Bi.;5._ _____ _ •0070 E I I I I ----\D?_,d) l}P !{ell~ Statutory Warranty Deed .... Loa ft:5 ,I 'I' Ar/+ ,, [ THE GRANTOR LETHA C. JONES, es her. si!parate est:.i.te v~;A-c(L f rr· t for and In oonsl~ration of TEN DOLLAR:3 AND 'J'nIER VALt:ABLE CONSJ.DEAATIONS :" band paid, conYtys and warrants to LEVY F. CABIAO and JOSEPHINE 0, CABIAO, husband and ..:.He tht :ollowlng described rtal Htate, silwued in the Coun!y nr Washln,con: see attached for legal de8c~iption King , Staie of Easemont and conditions therein as created or disclosed in instrument recordPd February 16, 1972, under Auditor's File Number 7202160600, in favor of Roy B, A:i:derson and Margaret D, Anderson, husband and wife, for nrainfield, Easement and conditions tl>erein as create<:t ~r disclo&ed in instrument recorded December 30, 1982, under Auditor's File Nta.:.ber 82123~0521 in favot of Bithey/McCormick for Dry,,roll and/or Septic Tank Drajnfield, affects Northerly portion of said premises, 8rh da:v of STATE OF WASHINGTON, !-. Cowty ol KinR I On thli day Pffl?'Wly appeared befo;·t me Letha C, Jones to RN .....,. '" be dM h,dlvldual -.lbod In ud who -•to• dM wltllla and ,.....,.. -\ and •.. •I \ I IMI aha tApe,d dw. w u her ------· GIVEN -1111 ll'"nd and ollldal ... 11111a [; • • THAT PORTION or THE EAST HALF OF THE SOUTHtAST QUARTER O? SECTION 23, ~ ·1 TOWNSHIP 23 NORT!I, RANGE 5 EAST. W.H., IN KING ~OUNTY, ~AS~INGTO~, DESCRIBED AS FOtLOWS: BE~INNING ON THE EASTERLY LINE or SAID SUBOIVISIDN AT A POINT NC~TM 0°12••3• EAST 139B.72 FEET FNOM THE SOUTHEAST CO~NER or SAID SEtTION AND SOUTH 0°12'"]" WEST 90,13 FELT FRO~ THE INTERSECTION o• SAID EASTERLY LINE WITH IHF CENTERLI1.I OF TPACT A~D R!GHT-OF-WAY Of COLUM~IA t PUGET SOUND RAILWAY; THtNCI:: SOIJTH 0°12 1 '43" WEST 420.61 FE'ET; T~ENCE NOPTH 81°35'17" ~EST lt5.00 FE~T TO THE TRUE POIST OF BEGINNINn; THE•cr NORTH 81°35'17" WEST 353.00 FEET; THENCE NORTH 0012•43" EAST ]80,52 FEET; THENCE EASTERLY ON A 0°28' CVRVE TO THF LEFT THROUGH AN ANGLE OF 2°]2•28" AN ARC DISTANCE OF 350.00 FErT; THrNCE SOUTHERLY TO TiiE 'rRUE POINT OF BEGINNING; EXCEP::" THE P.AST 100 FEETJ.H.l;_RK.Q!; AND EXCEPT THAT PORTION OF THE EAS! HALf OF THE SOUTHEAST DUARTEP or SECTION 23, TOMNSHIP 23 NORTH, RANr,E 5 £AST, W.M., IN ~l~r. COUNTY, ~ASHINGTON, DESCRIBED AS FOLLOWS; .- ~£GINNING ON THE tASTERLY LINE or SAID SUBDIVISION AT A PO~NT NO~TH 0°12'43" !~ST 1398.72 FEET VPOM THE "1UTHEAST CORNER OF ~AID SECTION AND SOUTH 0012'43" WEST 90.13 FEET FRO~ THE INTERSECTION OF SAID EASTERLY LINE WITH THE CENTER TRACT A~D RIGHT-OF-WAY OF ~OLUMBIA 3 PUGET SOUND RAILWAY; THENCE SOUTH 0°12'43" WEST 420,63 F!<-; TH!~C! NORTH 81°35'17" WEST 295.04 FEET TO THE TRUE POI~T OF BEGINNING; THENCE NORTH 0°12'•3" EAST 265.00 FEET; THENCE NORTH 81°35°17" WEST 20,00 FEET; THtNCE SOUTH 0~12•0)• WEST 265.00 FEET; THENCE SOUTH ~1°35'1"/" EAST 20.00 FEET TO THE TRUE POINT OF BEGINNING; AND EXCEP! PORTION LYING WITHIN PRI"ARY STATE HIGNWAY ~O. 5, I 4 ' • • QUIT-CL,\IM DEED IS!atu!ory Fonn) THE GRANTOR( ) Margaret Ghent • or Volley Paire n H.O.A. 'Gl!y of -..!R,seno,,ton=---- County or __ King"""-"'------Washlnaton. for and In conalderaUon of _one...,._ __ dollar ($1.00) convey...X... and qu.lt.,clallDA.. to ....1Bu:ooemcct;..f!dimill'IC"'"ll:t.CC~l...l10illlei1111i1:CC....----------- ------------Of Volley View lbbile lbDe Park . In !he Cl!y of Renton County of King Stale of llashingtpll . all lnteml ln the followlns deacrlbod Roal Eatato: The north 50 feet of the east 350 feet of Iract "A" of the plat of Valley Paire n as recorded in VnllJIIO 131 of Plata, pasea 39-43, l!ecorda o! King Coonty, llash1ngton, as meaaured along the north line of aaid Tract "A ... sl!ualed In lhe County of __ :;iKing?'---,---~State of Washlnston. Dated this .J!l!:!:::day n! ?JA;'.r??t &A, te..f..3 Lfi COW,tG.~~:~:.i• i"··. ·~:;~ G.;.e5 QoU.0.l•o..f!SltllltllfJFm.) Mif"' '~t1"'22t9tt: OW.1hlqkMIL.t,.illluiU:a,W-.WA FimnN•lllt RI "-•: i!l:I lOO 5mJll! IJG '!!11!':t 114 oe:°" "' '"' - MATHIA!, MAY HDr II IEPIIOMICEC IN WHOLE OR IN A\11'1N ANY ra1u,1 WHAlKf&VDL Q Q • 0 0 • .. 0, 0, .. ' Ill ' c!i .. .. .. ~ .. I&/ • • • • ·--.. • CIO"lflJ"' r ·-· ... 0 ·-a: >-LOT 9 ~20 "" ... ""' • Wl2'41" I ..J g= ; ....... ~ 5.t ""' ..... l&J ••• j ..J •• a.. ..: ::; I N OO'U"a" I z ..... rt I:? ...... f, z I OO'l2'4t' • LOT A w °' w l~ i"a • t,... en "'d" N N "'d" C) • "'d" ~i en .. ~ ,·-- • " ~-11 • • \ ...... • ' 00'41"l0' ' • r u • .:.u 1or ki:~uru at H~qUG:.1 .,, Nll"I B"'""" f ij,o1.M.elrlt.c. ·Mims tao -S::f-ff::IT Sr. s ... I ss 1,.qu11-,t Wv,. 'ttoi. 7 I • • ·--~=------------,., • l ..... • Name & Return Address PACIFIC ENGINEERING DESIGN, LLC. 15445 53RD A VENUE SOUTH, SUITE I 00 SEATTLE, WA 98188 Please print le11:iblv or tvoe information. Document Title (Or transaction contained therein) CLAIM OF LIEN Grantor(s) (Last name first, then first name, middle name) CLAIMANT: PACIFIC ENGINEERING DESIGN, LLC. 15445 53RD A VENUE SOUTH, SUITE I 00 SEATTLE, WA 98188 (206) 431-7970 Additional Names on Page of Document Grantee(s) (Last name first, then first name, middle name) OWNER{s): McCORMICK, ROBERT DBA VALLEY VIEW MOBILE PARK, LLC Additional Names on P"-"e ofDocument • Legal Description (Abbreviated: i.e., lot, block, plat or section, township, range) Commonly known as: A PORTION OF THE SE \4, SECTION 23, TOWNSHIP 23 N., 20080715001632.001 RANGE 5E, W.M. AND A PORTION OF THE SE 'I., SECTION 24, TOWNSHIP 23 N., RANGE SE, W.M. 16405 SE RENTON-MAPLE VALLEY ROAD, RENTON, WA 98058 Complete Legal Description on Pa!!:e 1-3 of Document Auditor's Reference Number(s) NIA Auditors Property Tax Parcel/Account Number(s) TAX PARCEL NO.: 2323059029 The Auditor/Recorder will rely on the Information provided on this cover sheet. The staff will not read the document to verify the accuracy or completeness of the indexing information vrovided herein. • • 20080715001632.002 CLAIM OF LIEN PACIFIC ENGINEERING DESIGN. LLC., claimant, vs. ROBERT McCORMICK DBA VALLEY VIEW MOBILE PARK. LLC name of person(s) indebted to claimant: Notice is hereby given that the person named below claims a lien pursuant to chapter 64.04 RCW. In support of this lien the following information is submitted: 1. PACIFIC ENGINEERING DESIGN, LLC 15445 53RD AVENUE SOUTH, SUITE100 SEATILE, WA 98188 (206) 431-7970 2. DATE ON WHICH THE CLAIMANT BEGAN TO PERFORM LABOR, PROVIDE PROFESSIONAL SERVICES, SUPPLY MATERIAL OR EQUIPMENT OR THE DATE ON WHICH EMPLOYEE BENEFIT CONTRIBUTIONS BECAME DUE: DECEMBER 29, 2007 3. NAME OF PERSON INDEBTED TO THE CLAIMANT: ROBERT McCORMICK DBA VALLEY VIEW MOBILE PARK, LLC 4. DESCRIPTION OF THE PROPERTY AGAINST WHICH A LIEN IS CLAIMED (Street address, legal description or other information that will reasonably describe the property): 16405 SE RENTON MAPLE VALLEY HWY PARCEL A THE WEST 201 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 24, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. PARCELB: BEGINNING AT THE NORTHWEST CORNER OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 24, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETIE MERIDIAN, IN KING COUNTY, WASHINGTON; THENCE EAST, ALONG THE NORTH LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 24, A DISTANCE OF 201 FEET; • • 20080715001632.003 THENCE NORTH TO THE SOUTHERLY RIGHT OF WAY LINE OF COUNTY ROAD; THENCE NORTHWESTERLY, ALONG THE SOUTHERLY RIGHT-OF- WAY LINE OF SAID COUNTY ROAD, TO THE WEST LINE OF SAID SECTION24; THENCE SOUTH, ALONG THE WEST LINE THEREOF, TO THE POINT OF BEGINNING. PARCELC: COMMENCING AT A POINT ON THE EAST BOUNDARY LINE OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETIE MERIDIAN, IN KING COUNTY, WASHINGTON, WHICH POINT IS NORTH 0°12'43" EAST 1398.72 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION 23 AND SOUTH 0°12'43" WEST 90.13 FEET FROM THE POINT OF INTERSECTION OF THE ABOVE DESCRIBED EAST BOUNDARY LINE OF SAID SECTION 23 AND THE CENTER LINE OF THE TRACT AND RIGHT-OF-WAY OF THE COLUMBIA AND PUGET SOUND RAILWAY, AND BEING THE TRUE POINT OF BEGINNING; THENCE SOUTH 0°12'43" WEST 420.63 FEET; THENCE NORTH 81°35'17" WEST 295.04 FEET; THENCE NORTH 0°12'43" EAST 400 FEET, MORE OR LESS, TO A LINE CONCENTRIC WITH AND 90 FEET (RADIAL MEASUREMENT) SOUTHERLY OF THE CENTER LINE OF THE COLUMBIA AND PUGET SOUND RAILWAY; THENCE EASTERLY, ALONG SAID CONCENTRIC LINE, 295 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING; EXCEPT ANY PORTION THEREOF WHICH LIES NORTHERLY OF THE SOUTHERLY MARGIN OF SOUTHEAST RENTON-MAPLE VALLEY HIGHWAY (P.S.H. N0.2) AS ESTABLISHED BY DEED RECORDED UNDER RECORDING NUMBER 1545508. PARCELD: THAT PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETIE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING ON THE EASTERLY LINE OF SAID SUBDIVISION AT SAID POINT NORTH 0°12'43" EAST 1,398.72 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION AND SOUTH 0°12'43" WEST 90.13 FEET FROM THE INTERSECTION OF SAID EASTERLY LINE WITH CENTER OF TRACT AND RIGHT-OF-WAY OF COLUMBIA AND PUGET SOUND RAILWAY; THENCE SOUTH 0°12'43"WEST 420.63 FEET; THENCE NORTH 81°35'17" WEST 295.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 0°12'43" EAST 265.00 FEET; THENCE NORTH 81°35'17" WEST 20.00 FEET; THENCE SOUTH 0°12'43" WEST 265 FEET; THENCE SOUTH 81°35'17" EAST 20.00 FEET TO THE TRUE POINT OF BEGINNING. • • 20080715001632.004 PARCELE THAT PORTION OF SAID EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING ON THE EASTERLY LINE OF SAID SUBDIVISION AT SAID POINT NORTH 0°12'43" EAST 1,398.72 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION AND SOUTH 0°12'43" WEST 90.13 FEET FROM THE INTERSECTION OF SAID EASTERLY LINE WITH THE CENTERLINE OF TRACT AND RIGHT-OF-WAY OF COLUMIBA AND PUGET SOUND RAILWAY; THENCE SOUTH 0°12'43" WEST 420.63 FEET; THENCE NORTH 81"35'1r WEST 195.04 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 81°35'17" WEST 353.00 FEET; THENCE NORTH 0°12'43" EAST 384.52 FEET; THENCE EASTERLY, ON A 0"28' CURVE TO THE LEFT, THROUGH AN ANGLE OF 2°32'28" AN ARC DISTANCE OF 350.00 FEET; THENCE SOUTHERLY TO THE TRUE POINT OF BEGINNING; EXCEPT THE EAST 100 FEET THEREOF; AND EXCEPT THAT PORTION OF SAID EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 23, DESCRIBED AS FOLLOWS: COMMENCING ON THE EASTERLY LINE OF SAID SUBDIVISION AT SAID POINT NORTH 0°12'43" EAST 1,398.72 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION AND SOUTH 0°12'43" WEST 90.13 FEET FROM THE INTERSECTION OF SAID EASTERLY LINE WITH THE CENTER TRACT AND RIGHT-OF-WAY OF COLUMBIA & PUGET SOUND RAILWAY; THENCE SOUTH 0°12'43" WEST 420.63 FEET; THENCE NORTH 81°35'17" WEST 295.04 FEET TO THE TRUE POINT OF BEGINNING OF THIS EXCEPTION; THENCE NORTH 0°12'43" EAST 265.00 FEET; THENCE NORTH 81 °35'1r WEST 20.00 FEET; THENCE SOUTH 0°12'43" WEST 265.00 FEET; THENCE SOUTH 81°35'17" EAST 20.00 FEET TO THE TRUE POINT OF BEGINNING OF THIS EXCEPTION; AND EXCEPT THAT PORTION THEREOF LYING WITHIN PRIMARY STATE HIGHWAY NO. 5. PARCELF: THE NORTH 50 FEET OF THE EAST 350 FEET OF TRACT A OF THE PLAT OF VALLEY FAIRE II, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 131 OF PLATS, PAGES 39 THROUGH 43, IN KING COUNTY, WASHINGTON, AS MEASURED ALONG THE NORTH LINE OF SAID TRACT A. • • 20080715001632.005 5. NAME OF THE OWNER OR REPUTED OWNER (If not known state "unknown"): ROBERT McCORMICK OBA VALLEY VIEW MOBILE PARK, LLC 6. THE LAST DATE ON WHICH LABOR WAS PERFORMED; PROFESSIONAL SERVICES WERE FURNISHED; CONTRIBUTIONS TO AN EMPLOYEE BENEFIT PLAN WERE DUE; OR MATERIAL OR EQUIPMENT WAS FURNISHED: HERE: July 2, 2008 7. PRINCIPAL AMOUNT FOR WHICH THE LIEN IS CLAIMED IS: $43,342.89 8. IF THE CLAIMANT IS THE ASSIGNEE OF THIS CLAIM SO STATE PAC I ENGINEERING DESIGN, LLC. GREG A. DIENER, MEMBER 15445 53RD AVENUE SOUTH, SUITE 100 SEATTLE, WA 98188 (206) 431-7970 STATE OF WASHINGTON ) )ss. ) COUNTY OF _,K...,,IN""G.,__ __ _ ~A.17t~eing sworn, says: I am the claimant (or attorney of the claiman ~dministrafu< presentative, or agent of the trustees of an employee benefit plan) above named; I have read or heard the foregoing claim, read and know the contents thereof, and believe the same to be true and correct and that the claim of lien is not frivolous and is made with reasonable cause, and is not clearly excessive under penalty of perjury. sworn to before me this 141]:fday of Jl)Lt , 2oot> March 15, 2011 McCormick Plat 16405 SE Renton Maple Valley Road Renton, Washington Preliminary Drainage Report Prepared for: Robert McCormick 161 Mapleway Road Selah, WA 98942 Prepared By: Pacific Engineering Design, LLC 15445 53rd Avenue S Seattle, WA 98188 Phone: (206) 431-7970 Fax: (206) 388-1648 Jingsong Feng, P.E. PED Job No. 07093 Preliminary Technical Information Report for McCormick Plat 3/15/20ll TABLE OF CONTENTS I. PROJECT OVERVIEW ........................................................................................................ 1 IL OFF-SITE ANAL YSIS ......................................................................................................... .3 III. FLOW CONTROL & WATER QUALITY ANALYSIS AND DESIGN ............................ 3 IV. CONVEYANCE SYSTEM ANALYSIS ............................................................................ 15 V. EROSION I SEDIMENTATION CONTROL DESIGN ..................................................... 15 APPENDIX • Topo Map • Soils Map • Level I Offsite Drainage Analysis Pacific Engineering Design, LLC Pagei R:\07093 McConnick Plat\TIR\07093 Preliminary TIR.doc Preliminary Technical Information Report for McCormick Plat 3/15/2011 I. PROJECT OVERVIEW Site Location and Project Proposal The McCormick Plat residential subdivision is a proposed 34-lot single-family residential subdivision on an approximately 7.32-acre site located near Cedar River. The site is more specifically located at the south side of SE Renton Maple Valley Road just to the east of the Summerfield subdivision. Access to the site will be from a public residential access street that will intersect with Renton Maple Valley Road at the location of the existing 162"d Avenue SE. which is approximately 690 feet to the east of 161 '' A venue SE. The site is located in a portion of the southeast 1/4 of Section 23, Township 23 North, Range 5 East and in a portion of the southwest 1/4 of Section 24, Township 23 North, Range 5 East W.M., in King County. The site is currently recorded as King County Parcel No. 2323059029. The address of the site is 16405 SE Renton Maple Valley Road. Existing Site Conditions The site is currently used as a mobile home park. There were approximately 45 existing mobile homes and 1 duplex on the site. The existing structures will be removed for the proposed development. There is an unnamed stream (0313) that starts at McGarvey Park Open Space south of the site. Upstream of this stream, there is a water quality pond for division 5 and 6 of Woodside at McGarvey Park. The 36" outfall and the primary overflow structure of the pond drains to the Summerfield Creek together with a 30" HDPE overflow pipeline that runs parallel with the Summerfield Creek. The pond has a secondary emergency overflow weir that overflows to stream (0313). The stream (0313) runs northerly through the middle of the south portion of the site (stream bottom approximately 2 to 4' wide, slope approximately 13%) and then turns westerly and runs along the south boundary of the site (approximately 320' of the stream is lined with 18" CPEP cut in half, another 40' of the stream is lined with 12" CPEP cut in half) until near the west boundary of the site and then turns northerly and runs along the west boundary of the site until it reach the road side ditch along the south side ofSR-169. There is a wetland located at the southwest comer of the site. The stream and wetland are considered as Type N aquatic area (verify from Wetland report) by King County. According to City of Renton standard, the stream is classified as Class 3 stream and a 75 foot buffer is required from the ordinary high water mark of the stream. Due to the lack of flow in summer time, the City has approved to reduce the buffer to 60 foot for the portion of the stream that runs along the south boundary of the site and the portion of the stream that runs along the proposed detention/wet pond. There is another wetland that is located mostly offsite near the northeast comer of the proposed development, a small portion of the wetland and its buffer encroaches onto the proposed development. The two wetlands are Class 2 wetlands by City of Renton classification and 50' buffers are required. In addition, a 15-foot building setback is required from the perimeter of the proposed homes to the wetland buffer. Pacific Engineering Design, LLC Page 1 R:\07093 McCormick Plat\TIR\07093 Preliminary TIR.doc Prelimina,y Technical Information Report for McCormick Plat 3/15120/1 Under existing condition, there is a 20' to 24' wide asphalt driveway that loops around the site. At the southeast corner of the loop, there is another 20' to 24' wide asphalt driveway that extends approximately 140' to the south to a gravel parking area. The gravel parking area is approximately 275' long by 65' wide. The gravel parking area tappers to approximately 20' wide at the south end. At the entrance to SR-169, the driveway is approximately 120' wide, it tappers to approximately 35' wide at the northwest comer of the driveway loop. There is a 20' wide gravel driveway starts near the entrance and leads to the mobile homes near the northeast comer of the site. The gravel driveway slopes to the west at approximately 3%. The site slopes from southeast to northwest, longitudinal slope along the asphalt driveways are approximately 6 to 10%. Other than the stream that runs along the south and west boundaries of the site, the drainage ditch that runs along the south side ofSR-169 and the 12" culverts and a catch basin at the SR-169 entrance, there are nearly no other storm drainage structures onsite. Offsite upstream runoffs from the west and south are intercepted by the stream. Offsite upstream runoff from the east drains to the wetland at the northeast comer of the site and then to the ditch that runs along the south side of SR-169. Onsite runoff east of the asphalt driveways sheet flows to the driveways and then drains to the catch basin at the SR- 169 entrance. Onsite runoffs north of the north driveway and off site upstream runoff from the north sheet flows to the SR-169 south ditch. Onsite runoff west of the driveways sheet flows to the undeveloped pasture area and drains to the ditch along the south side ofSR-169. There are some onsite retaining walls for the grading of the existing mobile home park. Some of these walls are in poor condition due to poor drainage conditions behind the walls. There are existing sewer lines servicing this site. The sewer lines are basically following the driveway loop, they drain to the sewer main for the Plat of Valley Faire (Summerfield Subdivision) through a sewer easement. There is a 1 O" ductile iron water stub extended to the site from the Plat of Valley Faire. The water stub is approximately 8.2' away from the sewer main. The site and its adjacent area are mapped as containing Alderwood gravelly sandy loam, 25 to 70 percent slopes (AkF) in the south portion of the site, Mixed Alluvial Land (Ma) near the stream and Puyallup fine sandy Loam (Py) in the north portion of the site in the Soil Survey of King County, Washington. Proposed Detention and Water Quality Facility A detention/wet pond located in a separate tract in the northwest corner of the site will be used for storm water detention and water quality treatment. Runoff from roof drains and yards will be collected and conveyed to the drainage system under the proposed road. Runoff from driveways will be collected by catch basins within the proposed road section and will be conveyed to the detention/wet pond. The pond will be a combined detention and water quality pond, with permanent storage in the bottom of the pond, and live flow control storage above the dead storage. The pond is designed to provide Level 2 flow control (using forest condition as existing condition) and Basic water quality treatment. Pacific Engineering Design, LLC Page2 R:\07093 McCormick Plat\TIR\07093 Preliminary TIR.doc Preliminary Technical Information Report for McCormick Plat 3/15/2011 II. OFF-SITE ANALYSIS Upstream Tributary Area Offsite runoffs from the west and south are intercepted by a stream (0313) that runs along the south and west boundary of the site. Offsite runoff from the north is intercepted by the roadside ditch that runs along the south side of the Renton Maple Valley Road (SR-169). Offsite runoff from the east drains to a wetland at the northeast comer of the site and then drains to the roadside ditch along the south side of Renton Maple Valley Road. Same drainage pattern will remain under developed condition. Offsite runoff will be conveyed around the site to the roadside ditch along the south side of Renton Maple Valley Road. Downstream Analysis See attached Level I Downstream Analysis at appendix. Ill. FLOW CONTROL & WATER QUALITY ANALYSIS AND DESIGN HYDRAULIC ANALYSIS The design for the proposed drainage facilities incorporates the King County drainage analysis standards. This requires matching the 2-year and IO-year developed storm events with the pre-developed conditions, and matching the pre-developed flow duration from 50% 2 year to 50 year. EXISTING CONDITIONS The total area of the proposed plat is 7.32 acres. Total area of wetland and steep slope areas and their buffers is 2.84 acres. The sensitive areas and their buffers will remain undeveloped. The total site area to be treated is 4.48 acres. The following calculations will assume Historic existing conditions (Till Forest). Pre-developed peak flows: Q-2 year= 0.124 cfs Q-!Oyear = 0.217 cfs Q-IOOyear = 0.361 cfs Pacific Engineering Design, LLC R:\07093 McCoTmick Plat\TIR\07093 Proliminary TIR.doc Page3 Preliminary Technical Information Report/or McCormick Plat 3/l 5/2011 Till Forest: Till Pasture! Till Grass: l 4.48 acres! 0.00 acres: 0.00 acres Outwash Foresti 0.00 acresj Outwash Pasturej 0.00 acresi Outwash Grassl 0.00 acresl Wetland/ 0.00 acres! lmperviousi 0.00 acres! L_ ------·-·. ---. .... . -. ,Total--~ I 4.48 acresj I ----·-------~-~--- Scale Factor : 1.00 Hourly Reduced Time Series: '-jp_re_/ ___________ _._I>__.>! Compute Time Series I Modify User Input j File for computed Time Series (.TSFJ Flow Frequency Analysis Time Series File:pre.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--- Flow Rate Rank Time of Peak (CFS) 0.283 2 2/09/01 18:00 0.077 7 1/06/02 3:00 0.209 4 2/28/03 3:00 0.007 8 3/24/04 20:00 0.124 6 1/05/05 8:00 0.217 3 1/18/06 21: 00 0.183 5 11/24/06 4:00 0. 361 1 1/09/08 9:00 Computed Peaks Pacific Engineering Design, LLC R:\07093 McConnick Plat\TIR\07093 Preliminary TIR.doc -----Flow Frequency Analysis------- --Peaks Rank Return Prob (CFS) Period 0.361 1 100.00 0.990 0.283 2 25.00 0. 960 0.217 3 10.00 0.900 0.209 4 5.00 0.800 0.183 5 3.00 0.667 0.124 6 2.00 0.500 0.077 7 1.30 0.231 0.007 8 1.10 0. 091 0.335 50.00 0.980 Page 4 Preliminary Technical Information Report for McCormick Plat 3115/2011 DEVELOPED CONDITIONS The McCormick Plat proposes 34 single-family houses. The developed portion of the property will encompass approximately 4.48 acres of the total site. The remaining 2.84 acres of wetland and steep slope areas and their buffers will remain undeveloped. The developed site will have approximately 2.82 acres of impervious surface (sidewalks, roofs, driveways, and roads) and 1.66 acres of landscaped and planted area (modeled as lav.n). Developed peak flows before detention: Q-2 year= 0.832 cfs Q-1 Oyear = 0.998 cfs Q-1 OOyear = 1.680 cfs ,Area~ Till Forest! 0.00 acresj Till Pasturej 0.00 acres! Till Grassi 1.66 acres Outwash Forest/ 0.00 acres Outwash Pasture 1 0.00 acres ' Outwash Grass[ 0.00 acres/ Wetland! 0.00 acres' I Impervious[ _!~~2 ~~res -Total--~ I 4.48 acresi I .. ! Scale Factor : 1.00 Hourly Reduced Time Series: L!d_e_v ____________ --"!'->__,>I Compute Time Series J Modify User Input I File for computed Time Series (.TSF] Pacific Engineering Design, LLC R:107093 McConnick Plat\TIR\07093 Preliminary T!Rdoc Page5 Preliminary Technical Information Report/or McCormick Plat Flow Frequency Analysis Time Series File:dev.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--- Flow Rate Rank Time of ?eak (CFS) 0.832 6 2/09/01 2:00 0.678 8 1/05/02 16:00 0.998 3 2/27/03 7:00 0. 734 7 8/26/04 2:00 0.883 5 10/28/04 16:00 0.884 4 1/18/06 16:00 1. 06 2 10/26/06 0:00 1. 68 1 1/09/08 6:00 Computed Peaks DETENTION CALCULATIONS -----Flow Frequency Analysis------- --Peaks Rank Return Prob (CFS) Period 1.68 1 100.00 0.990 1.06 2 25.00 0.960 0.998 3 10.00 0.900 0.884 4 5.00 0.800 0.883 5 3.00 0. 667 0.832 6 2.00 0.500 0.734 7 1. 30 0.231 0.678 8 1.10 0. 091 1. 48 50.00 0.980 3/J 5!20ll The storm drainage plan will provide both flow control and water quality. Using the KCRTS pond sizing method, the required detention storage for Level 2 flow control (using forest existing condition) is 59,281 cubic feet. The proposed design will provide at least 59,500 cubic feet of storage. The detention facility will release the storm water to its natural discharge location at the northwest comer of the site to the south roadside ditch of SE Renton Maple Valley Road. Existing peak flows to match: Q-2 year= 0.124 cfs Q-1 Oyear = 0.217 cfs Q-IOOyear = 0.361 cfs Detention pond peak release: Q-2year = 0.06 cfs < 0.124 cfs o.k. Q-1 Oyear = 0.205 cfs < 0.217 cfs o.k. Q-IOOyear = 0.707 cfs McCormick Plat KCRTS DETENTION POND SUMMARY CONSERVATION FLOW STANDARD -LEVEL 2 Retention/Detention Facility Type of Facility: Side Slope: Pond Bottom Length: Pond Bottom Width: Pond Bottom Area: Top Area at 1 ft. FB: Effective Storage Depth: Stage O Elevation: Storage Volume: Riser Head: Pacific Engineering Design, LLC Detention Pond 3.00 H:lV 125.00 ft 60.00 ft 7500. 16000. 0.367 5.35 0.00 57848. 1. 328 5. 35 sq. ft sq. ft acres ft ft cu. ft ac-ft ft R:\07093 McCormick Plat\TIR\07093 Preliminary TIR.doc Page6 Preliminary Technical Information Report/or McCormick Plat Riser Diameter: Number of orifices: 18.00 inches 3 Full Head Pipe Orifice # Height (ft) 0.00 2.35 3.80 Diameter (in) Discharge Diameter 1 2 3 1. 00 0.50 2.25 (CFS) (in) 0.063 0.012 4.0 0.171 6.0 Top Notch Weir: None Outflow Rating Curve: None Stage (ft) 0.00 0.01 0.02 0.03 0. 04 0.05 0.06 0.07 0.08 0.09 0.20 0.30 0.41 0.51 0.62 0.72 0.83 0.93 1. 04 1.14 1. 25 l. 35 1. 4 6 1.56 1. 67 1. 77 1. 88 1. 98 2.09 2.19 2.30 2.35 2.36 2.37 2.38 2.39 2. 4 0 2.50 2.61 2. 71 2.82 2.92 3.03 3.13 3. 24 3.34 3.45 3.55 3.66 Elevation (ft) 0.00 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08 0.09 0.20 0.30 0.41 0.51 0.62 0.72 0.83 0.93 1. 04 1.14 1. 25 1. 35 1. 46 1. 56 1. 67 1. 77 1. 88 1. 98 2.09 2.19 2.30 2.35 2.36 2.37 2.38 2.39 2.40 2.50 2.61 2.71 2.82 2.92 3.03 3.13 3.24 3.34 3.45 3.55 3.66 Pacific Engineering Design, LLC Storage (cu. ft) (ac-ft) 0. 0.000 75. 0.002 150. 0.003 226. 0.005 301. 376. 452. 528. 604. 680. 1522. 2300. 3169. 3971. 4866. 5692. 6614. 7465. 8414. 9289. 10266. 11166. 12170. 13096. 14129. 15080. 16141. 17119. 18209. 19213. 20332. 2 08 4 6. 20949. 21052. 21156. 21259. 21363. 22406. 23569. 2 4 64 0. 2 58 33. 26931. 28154. 29280. 30534. 31688. 32974. 34156. 35473. 0.007 0.009 0.010 0.012 0.014 0.016 0.035 0.053 0.073 0.091 0.112 0.131 0.152 0 .171 0.193 0.213 0.236 0.256 0.279 0.301 0.324 0.346 0. 371 0.393 0.418 0.441 0. 4 67 0.479 0.481 0.483 0.486 0.488 0.490 0.514 0.541 0.566 0.593 0.618 0.646 0.672 0.701 0. 727 0.757 0.784 0.814 R:\07093 McCormick Plat\TIR.\07093 Preliminary TIR.doc Discharge (cfs) 0.000 0.003 0.004 0.005 0.006 0.006 0.007 0.007 0.008 0.008 0.012 0.015 0. 017 0.019 0.021 0.023 0.025 0.026 0.028 0.029 0.030 0.032 0.033 0.034 0.035 0.036 0.037 0.038 0.039 0.040 0.041 0.042 0.042 0.043 0.043 0.043 0.043 0.046 0.047 0.049 0.050 0.051 0.053 0.054 0.055 0.056 0.057 0.059 0.060 Percolation (cfs) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Surf Area (sq. ft) 7500. 7511. 7522. 7533. 7544. 7556. 7567. 7578. 7589. 7600. 7723. 7836. 7961. 8075. 82C2. 8318. 8446. 8563. 8693. 8812. 8944. 9064. 9197. 9319. 9454. 9577. 9714. 9839. 9977. 10104. 10243. 10307. 10320. 10333. 10346. 10359. 10371. 10500. 10642. 10772. 10916. 1104 8. 11194. 11327. 11474. 11609. 11758. 11894. 12045. 3/! 5!20Jl Page 7 Preliminary Technical Information Report for McCormick Plat 3/15/20]] 3.76 3.76 36684. 0.842 0. 061 0.00 12183. 3.80 3.80 37173. 0.853 0. 061 0.00 12238. 3.82 3.82 37418. 0.859 0.062 0.00 12266. 3.85 3.85 37786. 0. 8 67 0. 067 0.00 12307. 3.87 3.87 38033. 0.873 0.073 0.00 12335. 3.89 3.89 38280. 0.879 0.082 0.00 12363. 3.92 3. 92 38651. 0.887 0.094 0.00 12404. 3.94 3.94 38900. 0.893 0.108 0.00 12432. 3.96 3.96 39148. 0.899 0.118 0.00 12460. 3.99 3.99 39523. 0.907 0.122 0.00 12502. 4.09 4. 09 40780. 0.936 0.138 0. 00 12642. 4.20 4.20 42179. 0. 968 0.151 0.00 12797. 4.30 4.30 43466. 0.998 0.163 0.00 12939. 4.41 4.41 44898. 1. 031 0.174 0.00 13095. 4.51 4.51 46215. 1. 061 0.183 0.00 13238. 4. 62 4.62 47679. 1. 095 0.193 0.00 13397. 4.72 4.72 4 902 6. 1.125 0. 201 0.00 13541. 4.83 4.83 50525. 1.160 0.209 0.00 1370l. 4.93 4.93 51902. 1.192 0.217 0.00 13847. 5.04 5.04 53434. 1. 227 0.225 0.00 14009. 5.14 5.14 54842. 1. 259 0.232 0.00 14157. 5.25 5. 25 56409. 1. 295 0.239 0.00 14320. 5.35 5.35 57848. 1. 328 0.245 0.00 14469. 5.45 5.45 59302. 1. 361 0. 714 0.00 14619. 5.55 5.55 60772. 1. 395 1. 560 0.00 14769. 5.65 5.65 62256. 1. 429 2.660 0.00 14921. 5.75 5.75 63756. 1. 464 3. 960 0.00 15073. 5.85 5.85 65271. 1. 4 98 5.440 0.00 15226. 5.95 5.95 66801. 1. 534 6.870 0.00 15379. 6.05 6.05 68347. 1. 569 7. 410 0.00 15533. 6 .15 6.15 69908. 1.605 7.900 0.00 15688. 6.25 6.25 71484. 1. 641 8.370 0.00 15844. 6.35 6.35 73 07 7. 1. 678 8.810 0.00 16000. 6.45 6. 45 74684. 1. 715 9.230 0.00 16157. 6.55 6.55 76308. 1. 7 52 9.630 0.00 16315. 6.65 6.65 77947. 1. 789 10.020 0.00 16474. 6. 7 5 6.75 79603. 1. 827 10.390 0.00 16633. 6. 85 6.85 81274. 1. 866 10.750 0.00 16793. 6.95 6.95 82961. 1. 905 11. 090 0.00 16953. 7.05 7.05 8 4 6 65. 1. 944 11. 430 0.00 17115. 7.15 7.15 86384. 1. 983 11. 7 60 0.00 17277. 7.25 7.25 88120. 2.023 12.070 0.00 17440. Hyd Inflow Outflow Peak Storage Target Cale Stage Elev (Cu-Ft) (Ac-Ft) 1 1. 68 0. 36 0. 71 5.45 5. 45 59281. 1. 361 2 0.83 ******* 0.24 5.19 5.19 55584. 1. 276 3 1. 00 0.22 0.20 4. 77 4. 77 4 9725. 1.142 4 0.84 ******* 0.20 4.70 4.70 48751. 1.119 5 0.88 ******* 0.12 4. 00 4.00 39622. 0.910 6 0.52 0.12 0.06 3.68 3.68 35741. 0.820 7 0. 68 ******* 0.06 3.55 3.55 34185. 0.785 8 0.73 ******* 0.05 2.47 2.47 22117. 0.508 ---------------------------------- Route Time Series through Facility Inflow Time Series File: dev. tsf Outflow Time Series File:rdout Inflow/Outflow Analysis Peak Inflow Discharge: 1. 68 CFS at 6:00 on Jan 9 in Year 8 Peak Outflow Discharge: 0.707 CFS at 10:00 on Jan 9 in Year 8 Peak Reservoir Stage: 5.45 Ft Pacific Engineering Design, LLC Page8 R:\07093 McCormick Plat\TIR\07093 Preliminary TIR.doc Preliminary Technical Information Report for McCormick Plat Peak Reservoir Elev: 5.45 Ft Peak Reservoir Storage: 59281. Cu-Ft 1. 361 Ac-Ft Flow Frequency Analysis Time Series File: rdout. tsf Project Location:Sea-Tac ---Annual Peak Flow Ra~es--------Flow Frequency Analysis------- Flow Rate Rank Time of Peak (CFS) --Peaks --Rank Return Prob 0.244 0.059 0.205 0.045 0.060 0.125 0.199 0.707 Computed Peaks 2 7 3 8 6 5 4 1 2/09/01 1/07/02 3/06/03 8/26/04 1/08/05 1/19/06 11/24/06 1/09/08 20:00 4:00 22:00 8:00 5:00 1:00 8:00 10:00 (CFS) (ft) Period 0.707 5.45 1 100.00 0.244 5.34 2 25.00 0.205 4.78 3 10.00 0.199 4.70 4 5.00 0.125 4.01 5 3.00 0.060 3.69 6 2.00 0.059 0.045 0.553 3.59 2.47 5. 42 7 8 1. 30 1.10 50.00 Flow Duration from Time Series File:rdout.tsf Cutoff Count Frequency CDF Exceedence Probability CFS % % % 0.003 28181 45.957 45.957 54.043 0.010 0. 017 0.024 0.031 0.038 0.045 0.051 0.058 0.065 0. 072 0.079 0.086 0.093 0.099 0.106 0 .113 0.120 0.127 0.134 0 .141 0 .147 0 .154 0.161 0.168 0.175 0.182 0.188 0.195 0.202 0.209 0. 216 0. 223 0.230 0. 236 0.243 7016 6346 5281 537 3 4167 1578 1361 1248 430 31 20 17 19 15 7 8 18 26 24 19 11 13 6 9 11 10 11 11 12 10 9 6 3 4 6 Discharge Volume 11.442 10.349 8.612 8.762 6. 795 2.573 2.220 2.035 0. 701 0.051 0.033 0.028 0.031 0.024 0. 011 0.013 0.029 0.042 0.039 0.031 0.018 0.021 0.010 0.015 0.018 0.016 0.018 0.018 0.020 0.016 0.015 0.010 0.005 0.007 0.010 Pacific Engineering Design, LLC 57.399 67.748 7 6. 3 60 85.122 91. 918 94.491 96. 711 98. 746 99.447 99.498 99.530 99.558 99.589 99.614 99.625 99.638 99.667 99. 710 99.749 99.780 99.798 99.819 99.829 99.843 99.861 99.878 99.896 99. 914 99.933 99.949 99. 964 99.974 99.979 99.985 99.995 R:\07093 McConnick Plat\TlR\07093 Preliminary TIR.doc 42.601 32.252 23.640 14.878 8.082 5.509 3. 289 1. 254 0.553 0.502 0.470 0.442 0. 411 0.386 0.375 0. 362 0.333 0.290 0. 251 0.220 0.202 0.181 0 .171 0.157 0.139 0.122 0 .104 0.086 0.067 0.051 0.036 0.026 0. 021 0.015 0.005 0.540E+OO 0.426E+OO 0.323E+OO 0. 236E+OO 0.149E+00 0.808E-01 0.551E-01 0.329E-01 0.125E-01 0.553E-02 0.502E-02 0.470E-02 0.442E-02 0. 411E-02 0.386E-02 0.375E-02 0. 362E-02 0.333E-02 0.290E-02 0.251E-02 0.220E-02 0.202E-02 0.181E-J2 0. l 71E-02 0.157E-02 0 .13 9E-02 0.122E-02 0.104E-02 0.864E-03 0.669E-03 0.506E-03 0.359E-03 0.261E-C3 0.212E-03 0 .14 7E-03 0. 489E-04 0.990 0.960 0.900 0.800 0.667 0.500 0. 231 0.091 0.980 3/15/2011 Page9 Preliminary Technical !'!formation Report for McCormick Plat Discharge Volume from Time Series rdout.tsf between 10/01/00 00:00 and 10/30/00 23:59 64301. Cu-E't or 1. 476 Ac-Ft in 30.0 days Duration Comparison Anaylsis Base File: pre.ts£ New File: rdout.tsf Cutoff Units: Discharge in CFS -----Fraction of Time--------------Check of Tolerance------- Cutoff Base New %Change Probability 0. 062 0.95E-02 0.60E-02 -36.6 I 0.95E-02 0.078 0. 64E-02 0.47E-02 -26.1 I 0.64E-02 0.095 0.50E-02 0.39E-02 -20.7 I 0.50E-02 0 .112 0.37E-02 0.36E-02 -2.2 I 0.37E-02 0.129 0.29E-02 0.27E-02 -5.1 I 0.29E-02 0 .146 0.22E-02 0.20E-02 -8.1 I 0.22E-02 0.163 O.lSE-02 0.17E-02 13.0 I O.lSE-02 0.180 O.lOE-02 0 .13E-02 22.2 I O.lOE-02 0 .197 0.62E-03 0.83E-03 34.2 I 0.62E-03 0.214 0.34E-03 0.41E-03 19.0 I 0.34E-03 0.231 0.21E-03 0.20E-03 -7.7 I 0.21E-03 0.248 0 .16E-03 O.OOE+OO -100.0 I 0.2.6S-03 0.265 O.llE-03 O.OOE+OO -100.0 I 0. llE-03 0.282 0.16E-04 O.OOE+OO -100.0 I 0.16E-04 Maximum positive excursion= 0.011 cfs ( 6.1%) occurring at 0.184 cfs on the Base Data:pre.tsf and at 0.195 cfs on the New Data:rdout.tsf Maximum negative excursion= 0.022 cfs (-26.3%) occurring at 0.085 cfs on the Base Data:pre.tsf and at 0.063 cfs on the New Data:rdout.tsf ,, g ~ i 0 " ,o' . o ~rn~as,,S~a-Ta~ • rdoLt pk; 3ase 0.062 0.078 0.095 0.112 0.129 0.146 0.163 0.180 0.197 0 .214 0.231 0.248 0. 265 0.282 RE<!um Panod s New 0.060 0.061 0.073 0.108 0.127 0.140 0.170 0.189 0.204 0.217 0.230 0.234 0.239 0.244 %Change -2.8 -21. 8 -23.9 -3.8 -1. 5 -4.3 4. 3 4 . 7 3. 4 1. 3 -0.7 -5.6 -10.0 -13. 4 '0 3/15/2011 ,,,,c < L__~--~--~---~------~-~--~-~-~-----~--~-- '" 00 Cumulab\18 Probabd,ty Pre-developed peaks vs. Detention pond release peaks Pacific Engineering Design, LLC R:\07093 McCormick Plat\TIR\07093 Preliminary TIR.doc Page JO Preliminary Technical Information Report/or McCormick Plat " 0 •H--------------------.,. __ _ ~-<>-. ,,,~ 3/15/2011 tacaJ" rd0,J due • ·., ":+-----------------'".·"··. ---------------------.,,, . g ' ' 10 .• 10 •l ' \. \\ ' "'\ Probebohty bceec:ltnco . ;,·2 ' Pre-developed flow duration vs. Detention pond release flow duration Pacific Engineering Design, LLC R:\07093 McConnick Plat\TIR\07093 Preliminary TIR.doc '" ' ' Page ll Preliminary Technical Information Report/or McCormick Plat 3/15/2011 Developed I 00 year, 15 minute peak flow: Q-IOOyear, 15minute = 4.17 cfs t, L,md Use Summary GJi, -i IL8] Till Forest Till Pasture: Till Grass! I I Outwash Forest, I 0 utwa sh Pasture: i Outwash Grassi ! I Wetland 0.00 acres. 0.00 acres! I I 1.66 acres! 0.00 acres 0.00 acresi ! 0.00 acresi i 0.00 acres; ! Impervious! 2.82 acres, L-·---··-··-------' Scale Factor : 1.00 i Total ------- 1 I 4.48 acres: c..' _______ __J 15-Min Reduced ? _: Edit Flow Paths . l Time Series: LJd_e_v-_1_5 ___________ -1...I >~>j Compute Time Series I Modify User Input j File for computed Time Series [.TSF] Flow Frequency Analysis Time Series File:dev-15.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--- Flow Rate Rank Time of Peak (CFS) 1. 34 6 8/27/01 18:00 0.957 8 1/05/02 15: 00 2. 90 2 12/08/02 17:15 1. 08 7 8/23/04 14:30 1. 67 4 11/17/04 5:00 1. 61 5 10/27/05 10:45 1. 88 3 10/25/06 22: 45 4.17 1 1/09/08 6:30 Computed Peaks Pacific Engineering Design, LLC R:\07093 McConnick Plat\TIR\07093 Preliminary TIR.doc -----Flow Frequency Analysis------- --Peaks Rank Return Prob (CFS) Period 4.17 1 100.00 0.990 2.90 2 25.00 0. 960 1. 88 3 10.00 0.900 1. 67 4 5.00 0.800 1. 61 5 3.00 0.667 1. 34 6 2.00 0.500 1. 08 7 1. 30 0.231 0.957 8 1.10 0.091 3.74 50.00 0.980 Page 12 Preliminary Technical Information Report/or McCormick Plat Overflow structures for the detention pond: Primary overflow: 18" riser, overflow elevation 5.35' above 18" outfall pipe invert. Qweir = 9.739 D*H**l.5 = 4.17 cfs. (D = 1.5') H = 0.434' above top ofriser. 3/! 5!20JI Secondary overflow: gate opening window, overflow elevation 5.35' above 18" outfall pipe invert. Q = 3.21 * L * H**l.5 = 4.17 cfs (H = 0.434') L = 4.54' use a 5' long x 0.5' height gate opening window. Emergency overflow: Rip rap overflow spillway to south road side ditch ofSR-169. L = [QI00/(3.21 *H** 1.5)] -2.4*H QIOO = 4.17 cfs, H = 0.2', freeboard = 0.3' L = 14.04', use L = 15'. WATER QUALITY TREATMENT Water quality will be provided from a combined detention/wet pond to provide Basic water quality treatment. The proposed wet pond is a single cell pond with length to width ratio of 5: I at mid water quality level. See following calculation for wet pond sizing. Wetpond Sizing Worksheet Project Name: Summary of the 2005 Surface Water Design Manual Requirements Project McCormick Plat Number: 07093 Pond Description: Water Quality Pond Step 1) Determine volume factor f. Basic size? Step 2) Determine rainfall R for mean annual Storm Rainfall (R) Step 3) Calculate runoff from mean annual storm V, = (0.9A; + 0.25A9 + 0.10Att + 0.01A0 ,) X R tributary area of impervious surface A,,= Att= Ao,= R= tributary area of till grass tributary area of till forest tributary area of outwash grass rainfall from mean annual storm Volume of runoff from mean V, = annual storm Pacific Engineering Design, LLC R\07093 McCormick Plat\TIR\07093 Preliminary TIR.doc f= _ ___;3:...._~ f= ----- 0.039 122,883 72,225 0 0 0.039 5,017 (feet) (sf) (sf) (sf) (sf) (feet) (cf) Page 13 Preliminary Technical Information Report for McCormick Plat Step 4) Calculate wetpool Volume Vb= f V, f = Volume Factor V,= V,= Volume runoff, mean annual storm Volume of the wetpool Step 5) Determine wetpool dimensions a) Determine geometry of single cell Volume (v1) (100% of Total) Depth (h 1) (minus sed. Storage) Determine horizontal xs area at mid-depth using Am;o =Vol./ h Am;01 = V 1/h 1 Mid-width= 3 __ 5~,0_1_7~ (cf) L----'-15=.,•.:..05:..::2'----'j ( cf) 15,052 (cf) 4 (feet) 3,763.0 (sf) 27.4 (0.2*Am;o1/12 __ __::c'--'--'---(feet) Mid-length = 5*Mid- width Determine xs area at surface Z = Side slope length ( _H:1V) 2(h/2 x Z) = Dimensions of top of pond adjusted for geometrics Atop= Pacific Engineering Design, LLC R:\07093 McConnick Plat\TIR\07093 Preliminary TIR.doc Top width Top length 137.2 (feet) 3:1 3 recommended 12 (feet) 39.4 (feet) 149.2 (feet) 5882.3 (sf) 3/15/2011 Page 14 A PORTION OF THE SE 1/4, SEC. 23, TWP. 23 N., RGE. 5 E., W.M. AND A PORTION OF THE SE 1/4, SEC. 24, TWP. 23 N., AGE. 5 E., W.M. --=-~ --_____ __J__ ' lhY-, 1 7 C2-___.----- ' LA _ ANE -----==t~l.=~~7-=l!~~~~ NEW CHANHEJJZATION -ID r-------,~ ,; NEW ASPI-W..T NEW ASPI-W..T t t---:---CMRFI.OW I -- C ,·c CONNECT 10 EX 10• D.J. """"' R_· C ~ LEGEND ------PROPERTY BOUNDARY -----·-LOT LINE -----ROAD CENTERLINE -------EXISTING EASEMENT -------PROPOSED EASEMENT _,io-FINISHED GRADE CONTOUR 310 EXISTING GRADE CONTOUR @ EXPOSED WALL HEIGTH ---SANITARY SEl/v'ER MANHOLE W/ SS MAIN CATCHBASIN (SOLID LID) W/ ST LINE • PIPE DIRECTION -.-NEW FIRE HYDRANT 1----WATER BEND 'MTH CONC. BLOCKIING AND PIPE PROPOSED ASPHALT PAVEMENT D PROPOSED SIDEWALK (al .. • ....__ TYPE 2 CB W/ SOLID LID TYPE 1 CB W/ FRAME & GRATE YARD DRAIN SURFACE FLOW ARROWS 100 YD 'b>OJ·12;0]'~-FROM ------ "' ---- ~ ~~ L--..J . -..._ ._ • ---------- \ .. , . ~ -- ---" I .J ·I ' I raw, """"' _IIHITE !NfE DMDER S7R - ~'fD 1- T!WL MARKER V \I '± SF\ , til !b'\ '\ l ; rn 1--ss,.s ".< _· il! I rn;.~uE.J~ · ···< i , :~:;r g;i~S // 1_' J_ <( I .......L.___ - '1 I I ·-. I I I --CCJ.fEJ;L',;c STR[A).I ....___ (2-J FEET WID[) /··:l, '~'F C'lC•/ RIC~~: WETLAND 8:JFFE~ 2, 136 SF' OF' ARMORED BERM WITHIN 50' STREAM BUFFER. ~ .;:: ,---, ~ 1,1 Q) 1-.) ~ " (1) =l ;;;)~ ::..i ~, 1-. ~ ~ Cl "' & • :: ~ l.l .~ a, .... 1111 ll-C: C: Q It) 111;; .... cu ii :t: Q Ui: IQ '(!U i ',,~ \b..w '~ ~~~=' \ C7f ' ~, I'=- i ~ 6 Ill ~ .J ll.. l,l ij 1¥ ~I "' ~ ., ·, !f 0 ~ :g =~ u. .. R~ ~~ ' ., !;i : -CQ "'"' g~ .... Ji ! 0 !hi ~ a: 0 0 ;ii 0 ~1,~1 ~ PROJECT NO.: 07083 DRAWN BY: CJ8 ISSUE DA TE: 3-3-20tl -- SHEET REV.: CONCEFTIJAL srre PLAN P04 SHEET 04 OF 12 1(1:.Vl~UN::,; A PORTION OF THE SE 1/4, SEC. 23, TWP. 23 N., AGE. 5 E., W.M.ANDA PORTION OF THE SE 1/4, SEC. 24, TWP. 23 N., AGE. 5 E., W.M. 1--)F PAVING TYP. INV=117.02--v_ · .. --_ ---~_----... _ _ _·· . ____ I.N t""_ 1 ~~-------17.02 . /~--~=l ~-._.;~~ '· • --r-~~=---- ------J'!__f:NTON_ -M~ .'{ALLey AoAQ_(~ 69 -x-xµ,I ~''x(~s~~?iJ~~"r' ' J. "/ t. // X ",...:..- ~-';';r-AC_'ESS ~ ' ~ IN~~=-i ~ ----I ~~. · ,.. 128----------..;..__ ~ , .. · ··~·. · \ 130- . · PRdPU&:o 8RIRCE 1 °'"" wo00 ! : x t) ·. / ·.. . / ··...,_ ·/ .NC1:. ----.>.·--.;_______ I ·. / ·'--x/ ~ I I -)-/'-/ I; :!._ •. // , ~/ • : ' /1>;_,_ -~ ' xv ./ /'\) I ' I t PRQfOS. ED_ ~AINING , ----.,__ , I '/ /NALL"--(1 ~ MAX HpGljlj IT • • i J. xi /~ )"., ';'S_ '-.._, i/ -. / ·--' ---.., '' '•/ / It /'/ , ··. - ~ ' ':; // ~' '-'-. // ·-,/ (0 .. )' J. f 1$./ ·./ 1 ! 1:g_.-\ ,../'·,~ 14+: X /, / -_-~,~ '< ~MR V .INc I I / ' ':jfo,~129.1~ S0'1 I ' / IN'rsa1).'l 46[E) i!"" .T~~ 1 1 r t/ x, INV='i 1 a Js(w1 , I.V ,c' I l I ''\. • . '-, / "-:, / ~ [S 11T I x / '-..~, . 2 903·0; i.' .r-,.2~~h=~---~ --'1':o· •-y-~-Xc __ -' __ ..,_ ! -1 .o.------:."'\--~~ _, ' -----7-c_; ,~-:;_::~~~~--/~;~----0~~-· .\. -~ --i.. ..... ' J _/ '-.,/ -:r-:::---_ -...... ,_ __ 1 __ 1_ x-,,-:::: 0 7s.:------'/,_ EXJSTJ° 11 SEWER----i I I,· ',../ '-.,_.. '•. ___ .TOREMAJ_,,. ' POND: LEGEND: I I .:.125 lJO 129 CONTROL STRUC1UR£ 12.f.-\_ ~ i \ --~l}~"r"l'>'ELL AN~/OR Sr-,,,.: ~.'.;'<"-'zj '."-- I I I I I I 1 r::A5:::1.1~\.T '.'TE".1 hi::, 4) -.... VVv' ; /-x" - LIVE STORAGE (REQUIRED) (PROV1DED) 59,281 CF 59,500 CF @ EXPOSED WALL HEIGTH 130 DEAD STORAGE (REQUIRED) (PROVlDED) 15,052 CF 15,500 CF ~1 ~~ 5.45' \WQ. El-123.55 DETENTION DEPTH EXISTING GRADE\ OErENTION EL=129\ 100 YEAR WATER TOP OF WALL-130.25~ +' WATER QUALITY DEPTH \ ---'-~~~-. c::·--- 1' S£D1M£NT STORAGE .. " 0 " " ~ ---I I --I I I ClRAPHIC SCALE 14{) 135 130 125- 120 115 110 T-20' '!_ S1REAM AT EAST END OF BERM ARMOR FACE AND BOTTOM OF BERl,I W/1' 0£EP RIP-RAP e· o:A.(-) PROP£RTY LINE I (250 L.F) SEE SH£ET P0:4-. FOR. LIMITS -·~~ ' 'II""~-. ·--· I . . ,\ ~ _,.;, ~. I ii@ ·""'"' A,._ ..... ·\\ · \ :-,; ~-5._:f~~' ~0,0:~. · l · EXISTING STROOi . . ~ ~ ~~~i~~ [(IN HALF PIPE) 1 I '~~~~~.-:; . ..,_. . . @:~. _..,,_.~\~. ~<1,•25'?;,/<0,s:>,:~~""" --,-r .. "!il.!llf'.;1:c~x,x.•~=;,., · ,:w •'C',,..:s,,--, ,\_...~\>3Sjl}_t_~_l~~,Wt~t~~~1t~~i~Jff~·_yf{-;,_f~ittt~11it~-oR --';;,\:'-/)-'0,\t"\\~J'%\~--'-·\~::\~~~\?b-:~;~\::::•~\l,:(,,°"'(,(v~::>\'.~:1.'.';~>;c.0(-<0:.>-). ,f: f ~;..-;;,>., ,=;\<<z~*5:'oj§,\K:f .•.• ·-~~~;_;_,!.y,0 ,.. ... . . . . . . . '' . ' . .. . . '<,;'0o:c:f[fl 5'± STREAM DEBRIS BARRIER BERM AT E"AST END OF BERM ARt.4DR FACE AND BOTTOt.4 OF BERM W/1' DEEP RIP-RAP 5• DIA. (-) (250 LF) SEE SHEET P04 FOR Ul,IITS >------·10'± I PROPOS£D STREAM DEBRIS BARRIER BERr.l COMPACTED Fill. 2 ~ ~_,.........,;/_/~ lC:, \ \ \ \ ,. / \/ / \ / '2''-5"\HIG,l, V' 71~ ~ . \', / .,..-0' ./ \x \' \---:\ \. \ \/ _... .... \ / \/\ \/ ,,,,...--;:.,,, -,:::--1 .. :;.t,:F\'7---, -- ~ ~\ 120 CONCRe:rE RETAINING WAl.l. 5' MAX HEIGHT 7-\----77\7_~\ .-\-'-\-,\-\:-'--"-~'..--"--~-S \ \ ~~\\ \/ . ~;;~\\.~\ \ ~;:;:-~:'::~\~)) \~(\,~~;::;\YS:\> \ \~\;),<.\\\\ \\/\\'/~~/~~'so~<\\--.//,;.,.~\\\\\\\./_\\//'.-< ··. \/\ \~~\;/\ \ ,/\.'(/Y/ ·\// \ \ \< \ \/ / / / Y\. \';\ \/ 110 POloD SECTION A-A SCoJ....E: 1·=10' SE£ PLAN VIEW LEFT POND BOITOM-118,55 NOTE: Fl.DOD PlAN El.EV PER fEMA -116 FT (NGVD 1929) = 119.57 FT (NAVO 19813) :;;\)~\\\'.(\:<'_t::::\c/\\\'.(~·"\·~;\0\\:;((v:::::---;;;:>\\.:~ \~\0\;,::,\ \/\' \~'(/~~\ \/\\, /\/,,;;Y ,, \>\\\/\ \// '.>:::_.\\ \_.. \:(~<~'-'\_.<\ \Y\\X::..-;</Y),)>\ \):\' \::<\:>-:::.;)/,;\ \ \/ \ ;/~~\\):(\\::::;</;;\;>\ \ \«\///"'.,//\"Y\ ~-\\::<\~;.\_ /\ \ \--;-, \/./,. ;\ -~DEBRIS BARRER BERM ,.\ :.-\ \ / ·. ~ E 0 -~ ~ '~ .~1 w~ J) L) ~·1 ~ ~ ~ -• I I Q. ii) -1 o,;:: ill~ t:~.1.s~G:e '5," ma 81 t: ~CJ ~ i5 C, 'S,o, of.,: 1-i:.s 0~ u U) :s (i!.- ;r:: ~ .!:.!! .!-~ •-UQ. ';JC'-! u "'"' ·\ JI ~ ~ ~ -\ -< '\Q; lbt::.1 ~ if -"b~ '! f.2 <;ce, ! ,1 / 5 a.. :..i:: () ~ a: ~ ~ ~£ i ~ § i!il i~i; ~H;~ PROJECT NO.: 07093 DRAWN BY: CJB ISSUE DA TE: 12-13-2010 SHEEl REV.; CONCEPTUAL PONOAN:) BERM SECTION P08 SHEET 09 OF 12 Prelimina,y Technical Information Report for AfcCormick Plat 3/15/20Jl IV. CONVEYANCE SYSTEM ANALYSIS The conveyance analysis will be included in the final Technical Information Report at construction document submittal. The system will be designed to convey the 25-year peak flows and checked for flooding conditions at the 100-year event per King County drainage standards. V. EROSION / SEDIMENTATION CONTROL DESIGN Erosion and sedimentation control will be provided by utilizing BMPs selected from the King County Stonnwater Management Manual. These BMPs will likely include, but are not necessarily limited to, sediment pond(s) and/or trap(s), silt fencing, construction safety fencing, interceptor v-ditches, rock check dams, plastic sheeting of stockpiles, straw mulch, hydro-seeding, catch basin protection, and rocked construction entrance, etc. The proposed detention/wet pond will be used as a temporary erosion and sediment control pond during construction period. Temporary erosion and sediment control pond required surface area A= 2 * Ql0/0.00096 (use 10 year/15-minute peak flow due to the project size and location) QlO = 1.88 cfs. A= 2 * 1.88 / 0.00096 = 3917 sf. Dewatering orifice: AO= 4.81E-6* A *sqrt(h) = 4.81E-6 * 3917 * sqrt (3.5) = 0.035 D = 13 .54 * sqrt(AO) = 2.54" A Temporary Sedimentation and Erosion Control Plan will be submitted as part of the construction documents detailing the means by which sediment and erosion control will be handled during construction. Pacific Engineering Design, LLC Page 15 R:\07093 McConnick Plat\TIR\07093 Preliminary TIR.doc APPENDIX Level 1 Offsite Drainage Analysis Of McCormick Plat Prepared For: Mr. Robert McCormick 161 Mapleway Road Selah, WA 98942 Phone: (509) 945-2219 Fax: (509) 248-6161 Prepared By: Pacific Engineering Design, LLC 15445 53rd Avenue S., Suite 100 Seattle, WA 98188 Phone: (206) 431-7970 Fax: (206) 3 88-1648 March 15, 2011 PED Job No. 07093 TABLE OF CONTENTS TASK 1 STUDY AREA DEFINITION AND MAPS EXHIBIT A Vicinity Map EXHIBIT B Downstream Drainage Map TASK 2 RESOURCE REVIEW EXHIBIT C FEMA Map EXHIBIT D Sensitive Areas Folios EXHIBIT E SCS Soils Map EXHIBIT F Assessor's Map EXHIBIT G Wetland Inventory Map TASK 3 FIELD INSPECTION TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS TASK 5 MITIGATION OF EXISTING OR POTENTIAL PROBLEMS 2 TASK I STUDY AREA DEFINITION AND MAPS GENERAL INFORMATION This Level I Drainage Analysis was prepared in accordance with the 2009 King County Surface Water Design Manual. The proposed project is located in the portion of the East half of the Southeast quarter of Section 23, Township 23 North, Range 5 East and in the portion of the west half of Southwest quarter of Section 24, Township 23 North, Range 5 East, Willamette Meridian, King County, Washington. The site is located in the jurisdiction of City of Renton. The site is located in the Cedar River drainage basin. The developable site is located in R-8 zone. The south portion of the site that is located in the RA-5 zone of King County is not part of the proposed plat. The parcel number of the site is 2323059029. Total area of the property is 11.59 acres and total area of the proposed plat is 7.32 acres. The site is bordered to the north by SE Renton Maple Valley Road (SR- 169), to the west by Plat of Valley Faire (Summerfield single family residents division) and to the south and east by undeveloped forest areas. The site is currently used as a mobile home park. There were approximately 45 existing mobile homes and I duplex on the site. The existing structures will be removed to make way for the proposed development. There is an unnamed stream (0313) that starts at McGarvey Park Open Space south of the site. Upstream of this stream, there is a water quality pond for division 5 and 6 of Woodside at McGarvey Park. The 36" outfall and primary overflow structure of the pond drains to the Summerfield Creek together with a 30" HDPE overflow pipe that runs parallel with the Summerfield Creek. The pond has a secondary emergency overflow weir that overflows to stream (0313). This stream (0313) runs northerly through the middle of the south portion of the site (stream bottom approximately 2 to 4' wide, slope approximately 13%) and then turns westerly and runs along the south boundary of the site (approximately 320' of the stream is lined with 18" CPEP cut in half, another 40' of the stream is lined with 12" CPEP cut in half) until near the west boundary of the site and then turns northerly and runs along the west boundary of the site until it reach the road side ditch along the south side of SR-169. There is a wetland located at the southwest comer of the site. There is another wetland that is located mostly offsite near the northeast comer of the proposed development. A small portion of the wetland encroaches onto the proposed development. The stream is classified as Class 3 stream by City of Renton and a 75' stream buffer is required. The City has approved to reduce the buffer to 60' for the portion of the stream that runs along the south boundary of the site and the portion of the stream that runs along the proposed detention/wet pond. The two wetlands are classified as Class 2 wetlands by City of Renton and 50' buffers are required. In addition, a 15-foot building setback is required from the perimeter of the proposed homes to the wetland buffer. Under existing condition, there is a 20' to 24' wide asphalt driveway that loops around the site. At the southeast comer of the loop, there is another 20' to 24' wide asphalt 3 driveway that extends approximately 140' to the south to a gravel parking area. The gravel parking area is approximately 275' long by 65' wide. The gravel parking area tappers to approximately 20' wide at the south end. At the entrance to SR-169, the driveway is approximately 120' wide, it tappers to approximately 35' wide at the northwest corner of the driveway loop. There is a 20' wide gravel driveway starts near the entrance and leads to the mobile homes near the northeast comer of the site. The gravel driveway slopes to the west at approximately 3%. The site slopes from southeast to northwest, longitudinal slope along the asphalt driveways are approximately 6 to I 0%. Other than the stream that runs along the south and west boundaries of the site, the drainage ditch that runs along the south side of SR-169 and the 12" culverts and a catch basin at the SR-169 entrance, there are nearly no other storm drainage structures onsite. Offsite upstream runoffs from the west and south are intercepted by the stream. Offsite upstream runoff from the east drains to a wetland near the northeast corner of the site and then drains to the ditch along the south side of SR· 169. Onsite runoff east of the asphalt driveways sheet flows to the driveways and then drains to the catch basin at the SR-169 entrance. Onsite runoffs north of the north driveway and offsite upstream runoff from the north sheet flows to the SR-169 south ditch. Onsite runoff west of the driveways sheet flows to the undeveloped pasture area and drains to the ditch along the south side of SR- ! 69. There are some onsite retaining walls for the grading of the existing mobile home park. Some of these walls are in poor condition due to poor drainage conditions behind the walls. There are existing sewer lines servicing this site. The sewer lines are basically following the driveway loop, they drain to the sewer main for the Plat of Valley Faire through a sewer easement. There is a IO" ductile iron water stub extended to the site from the Plat of Valley Faire. The water stub is approximately 8.2' away from the sewer main. The site and its adjacent area are mapped as containing Alderwood gravelly sandy loam, 25 to 70 percent slopes (AkF) in the south portion of the site, Mixed Alluvial Land (Ma) near the stream and Puyallup fine sandy Loam (Py) in the north portion of the site in the Soil Survey of King County, Washington. The proposed development will be comprised of 34 single-family residence lots, one stormwater detention/water quality treatment tract, and associated paved roadways. The proposed development will have one access to SR-169 at the existing entrance. In order to mitigate existing and potential drainage problems, the proposed development will include a combined detention/wet pond designed to provide Level 2 detention and basic water quality treatment. The storm facility will be designed following the 2009 King County Surface Water Design Manual. Also, in order to mitigate potential debris flow problem caused by the overflow of the water quality pond at McGarvey Park, an earth berm will be built along the south boundary of the site parallel with the stream (0313) to protect the proposed development and provide debris storage. The proposed development will not create negative effect to the downstream drainage system. 4 ''""'· ,.;..,,,,,.,,. i.,.;,,..,,.,;;, ~IC:"'"' ·~,-, ,~ "' ,. -,-.. ,..· VICINITY MAP m ~-;,;_.,,, ._..,.,._,,.,, .,,..,~~,. " ·-~, <;., ••• \.,.~ __ SEDIMENTATION POND VALLEY FAIRE II -f- ---~···-· .... - ---... _ ------i' McCORMICK PLAT FIG UPSTREAM AND DOWNSTREAM DRAINAGE MAP EXt9T 'B' [ X ) ~·- PIEP.MEDBl' • ·-~ : PACIAC ENGINEERING DESIGN LLC. Ei: OVIL ENGINEERING AND PLANNING CONSULTANTS 15445 5JRD A'IIE. SOUTH SEATILE. WA. 98185 PHONE 208 431-7970 WWW.PACENG.COM FAX 206 388-18"'8 Fil£ : S1IOIED MSESaltS MAP&-£JltBt - DEl'ENT10N POND SECONOAAY OUll.ET ij~R, j/\, \, /1\ :::::.":::...""!"-"~~N-0 ····-' ,' ~@I;, i'l.11 ;;ifj ' I -~/OODSllOEIOE/ 1..< -~ i4> DEIEilm J'l)ND ' . ·--I ---. --I . ·-; ' DErEN"liOl< PONO I I OUTFAU. 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I No.LOHIHSVJl '.AJ.N.00:) OlIDI )IJIW1IOJJW .L1I3H01I HCM )IH\fd 3W:OH !3:'IIEIOW M.:i!IA ,Ul'I'IVA :nu. ,o 1.:;[AHGS '1VJIHdV1I~OdO.L ""' :),8(13)1K:) Ord ,t ~ ,. ..... 90-(~-UJ """ "' "' I I I ~I. :3lb ::,::I~ ~Ill ;jll I h ~~ MATCH IJNE -IIIIBDT20J'3 --- PORTION OF THE SE 1/4, SECTION 23, TWP. 23 N., RGE. 5 E., W.M AND PORTION OF THE SW 1/4, SECTION 24, TWP, 23 N., RGE. 5 E., W.M KING COUNTY. W'ASHINGTON lifjflf!/i;!i/[i!;; \ \ \ \\\\ \; ~: :f !ii/:i,::: i l ::\i\\l! :l:; .~~ 1\?:\~;;;\\i:')/)i!/!/!/!/ '. 1):]) /I.'!!! l:) /:' !: :t: i! j i/:////f f ! f!/ f,f f !fi f if I ff i 11/:/!//!/i/,1/1.,:/: I! f 11' i! l i ,;::l::11r!·(i' :::: i!iil))il:/iii!ll!!l!lli ... ; !j;[[![\!) \1 ;\\\\ !] g; •·,\1•.i;!l:!!!'i,i',i,,'' ti MATCH LINE •'L'',\\'",I""'' ,'I -------•' , ... , ·111\"" ::,:1 "' sa sm::n 2 or a •• \ I \ \ ·.. 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',',\ : \ : ~ .. __ ., 1 I i 1 '. \',::·~-~,,-·-),\ ~ --··-.,,_ //,// \.:--,··4i ,,,_ -:: :>/ I ' \ \ ,,' '/ ,, ··-,-·---t211 -.,_,,,- \ .-·" \ " // ' ; \I . /, \-r-:.,; I . ..., .... '" "~ "All!llrwA' U.&Dlt' 'YElnDL. QmlW: ...w • ----14" IX1mMWOOJ lllEE • 14"~TIEE • 14" Flt "IIIEE j ~ 1::£:i : ,_ c£) :r::: i1i l!aC COIMIY SUIM'.l' COtrfflQ. PONI' Mo. &278 ~s&'"-5-!.~'fE.wr;!A !.iru»-~~~~ El!*lJON .. 1%1,,48 FEEi" NOTE, Tl-£ UNllEROIIOIMD IJ'IILJllES SHCIWM HEREOff ,l,RE MSED UflJN DIISINil AS-BULT ~ AND JrR£ NOT GlWWfTEED 1~:i~~~~~eS!5 IZI Pu ~ Ii! >-, ~ ~ ~ :,.:: gJ S 8 ~ (Zl ..... ::s " ,;] ~ ~~ 8~5:l .. 8! ::.:: .. ofa:::Si:: ';;! 0 ::s E-< !i Pi: :,:, Pi: 0 r., ~ µ:;l~ ~ ~ g; ~ 0 >-, ~ E-< ~ > ~ I ~ -. s ~ ~ ~ t ~ I I OF 3 3 ......... 20802 TASK2 RESOURCE REVIEW The site is located in the Cedar River drainage basin. Cedar River is classified as Major receiving water in the King County Surface Water Design Manual. The river is located within 0.25 mile from the site. According to the FEMA Flood Insurance Rate Map, the edge of the 100 year flood plain of the Cedar River reaches approximately 50' to 100' from the north edge of the trail along the north side ofSR-169. Under normal condition, the river surface is approximately 15' below the surface of SR-169. At 100 year flood water level may reach approximately 5' below the surface of SR-169. I 00 year flooding level at the outlet of the 36" CMP culvert is approximately 117.6' (converted to NAVD 1988). The outlet invert of the 36" CMP culvert is at elevation 117.27', the inlet invert of the culvert is at elevation 117.02' (Vertical datum NAVD 1988). The 100 year flood plain of Cedar River may slightly backup to the south side ofSR-169. The reversed slope at the culvert has cause sediment problem in its inlet and has reduced the capacity of the culvert due to the sediment problem. The stream along the south and west boundaries of the site and its associated wetland are considered as Class 3 stream and Class 2 wetland. A 75 foot buffer is required from the ordinary high water mark of the stream for the portion of the stream that runs along the west boundary of the site south of the proposed detention/wet pond and a 60 foot buffer is required from the ordinary high water mark of the stream for the portions of the stream that run along the south boundary of the site and along the proposed detention/wet pond. In addition, a 15-foot building setback is required from the perimeter of the homes. There are two wetlands located near the southwest and northeast comers of the proposed development. 50' wetland buffers are proposed. The north portion of the site is located in Seismic Hazard area. The whole site is located in Land slide Hazard and Erosion Hazard area in the King County Sensitive area Map. Since the site has been developed as a mobile home park (in the City of Renton R-8 zone area), grading in the R-8 zone area is not restricted. No grading will be done in the RA-5 zone area. The Cedar River and the SR-165 road side ditches along the frontage of the site are mapped as Chinook distribution area in the King County Sensitive area Map. The site is located in the Conservation Flow Control area and Basic water quality treatment area. Due to sensitive areas in the site, the actual developed density of the site is approximately 6.4 lots per acre which is less than 8 lots per acre, thus, only basic water quality treatment is required. Reference: McCormick Plat Geomorphic and Debris Flow Analysis by Otak, Inc. dated April 9, 2010. 5 Final, Corrected Technical Information Report for Woodside at McGarvey Park Division 5 Roadway and Drainage Improvements, Renton, King County by Otak, Inc. dated July, 2003. Final, Corrected Technical Information Report for Woodside at McGarvey Park Division 6 Roadway and Drainage Improvements, Renton, King County by Otak, Inc. dated September, 2004. As-built drawings for Summerfield Phase II (Plat of Valley Faire I, 161" Ave. SE. at Maple Valley Highway). As-built drawings for Summerfield Ravine Stabilization (169th & 161 st Avenue SE). As-built drawings for Woodside at MaGarvey Park Division 5 Roadway and Drainage Improvements. 6 I~.- 162ND AVENUE --r--..._SE\ (~\ i. ---.; w f["23...,....,.·-~--,, ., I ~\( 0 113-. it:5 ~ 5' 0 ef l.~ SI Ti:: ~ .-,: SE 166TH STREET ~h'l" ~ ~ , ,. ,, l • " • ,, I ' ,1 ~ ZONE X ~ JONES ~ ROAD MILWAUKEE 24 "' "' KING COUNTY UNINCORPORATED AREAS 530071 0, 0, NOTE: MAP AREA SHOWN ON THIS PANEL IS LOCATED WITHIN TOWNSHIP 23 NORTH, RANGE 5 EAST AND TOWNSHIP 23 NORTH, RANGE 6 EAST. t:)<,li I &rT '' C:' FEM,- ROAD ® f' ~-, -" 1' w "' "' a: a: ~ I ~ :, S; '" :, z ~ 0 z re • APPROXIMATE SCALE IN FEET 500 0 500 FLOOD INSURANCE RATE MAP KING COUNTY, WASHINGTON AND INCORPORATED AREAS PANEL 1003 OF 1725 (SEE MAP INDEX FOR PANELS NOT ,::iRJNTEDi CONT.~INS: COMMUNITY Kll~G COUNTY, UNINCOF!POR~.TED A',EAS NUMBER PANEL SUFFIX 530()71 1003 MAP NUMBER 53033C1003 f MAP REVISED: MAY 16, 1995 Federal Emergency Management Agency This is an official copy of a portion of the above referenced flood map. ft was extracted wsing F-MIT On-Line. This map does not re~ect changes or amendments which may have been made subsequent to the date on the title block. For the latest product information about National Flood Insurance Program flood maps check the FEMA Flood Map Sto!e at www.msc.fema.gov ,· I. ·' ~0,\·. "-i .• ,i-.•, ;< ' i. ( /, ' r:-• __ J_ ' j ' '' <(. I \' --.', I' ! ~· (,i (1) n ; • ii,, ,· ,,.,_ ' - t r ' ' 1: I I '1',-i---, -------" !'' IIY l? _§-i _:;"-\ll ~~' c-e:::,.1 ·, .:/-c --~)Ii / ·, - I / _,> /, I' _) / -- ' ·.\\ .:\~ ,:r-- ;;·' \ "O I-< ro ~ ~ :.= ~ Cl.) i:= ro j~ Cl , UJ -' ~ D. I I- tfi ::ra: >< i-lJ .,I>' '/:',' '---_.,-.,-"' ' . . '-·~··-··":!"·---.,_ / I I '\ .. , ' ··c ,~ -'> . / \ '. . / ' -., •-..._ 0jt?f?;i-.. I,,, ,. ,, ·:,I· \---- ' I ··," . . .... 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I· . --. \,~• ::·~~;~ sC~• ~I~•_) /\ \. :·t-'"-c / ;\ \ ·. · 'I ;----"( )--d_ I , ·, -~"·""·-· ·:;·j:__,.-,,,;;:·_.:. ·. -{.~;~-\-_;,•·_·-;--,------~-L,111·r ,~-.=:"·--& i -----~;.-~~:_"<_11?;;;;,---.. \.~,;: ~i.L(\ ~.Y -• I >-".:-=:+~~'-a-~~-. ._0, I':., /\ \/-, ~ , \ r ~) -·"\ '-\-, • \ '\ '--... -. , • , I . \---,<./;,' 1-· ""·-·· , . . . ' -· l I /0" \ <:: \ ·.· j \ t• .· --~-"-L\t~~-\\ "1~n:'1~.~-~:•\:Clj-•· • ' '• 1_';'-"-_::,, c-'~~., ?.--.-, -,-9,-----._.'_ ,:, di I I -·-f--f; I 1----:-i .._ . ----:r.; ;, ~ --~~~ --J7fGi, !7;) , · : ' . · . ,~DI ~ -~J-'_,._, L- .S r·::· j>, ,:~'8Tr1Y~=ff / ~"!--'--~: -· '. /2 ,,-- f\•!ILE T!ie r;ou :idar;es ;:i' t:12 se11s;t:·:e a1·sas d,s- olavco on ,:-;e;e rr:a:::,c a~e :J;:ei'.)~cix::1.a"Le. AcJG;ticnal sc,,o,tive o•ecs 1-:·,al r,~·vt: nol jee1" ·n2oi:-2,j may ti·~ ;::rese:it on ;, a·:!\ e' u;,n;2;;t .;rc::>Gsa: s'te. ':\'l1e1·e. d:cierencc'5 occu:· b~cv:s,~:1 '11nc,: i5 illusiraied or, t'-i':'Se ,-i··a,:-~ anc: u-,c ~i:e co,•ditior.:,, t:1·0 ,Jcl::c:I ;::~c senc,:, o,· abse.,ce 0,1 i:·,c-s,tc ot ~:,-:: ::-::,~:':a-.·- or,oa -C'S c!E<in2d tre sers:t:· '" _c..:r.c: '.:),8,,-,~nc,, -:o ,he :,:;;:a· -~c,,troi. ·1 ~---. *These coal mines have had .additional min- ing since the most recent map was filed with the Washington Department of Natural Re- sources. Any devetopnu:nt that occurs adjacent to these areas sho\~ld be preceded by a thorough study to confl-rm or deny the existence of addltlonal subsurface tunnels. ~· \ \. ' '----· Coal Mine Hazard Areas ExHIFIT ~ o" e·cc-" :-// ··"·--:- ' . --~~- / / ,/ ___ / /;/ .,,--;_---------------:: ' / ..--' _,./~-------·-z......J -;sc:c. ·_,E:-.L J;{r;. -- ;~~;- ,',__ -c-··> ;;;;.;:-- / ( 1 1 1 I ' ,.\ "! J ---.,.( ,. \--!' -/;1.· ,, \ (. <-TF ~ Ii {[··.I/ ·I ,., 'I :,: ' " ' ( '' ' ,. ,,"' Ii: !:', I --' i _J __ I I ! 1 ~1_,nl ,- -L-;-1 ' ,, 'i' -, i _I, r:·"~• _...:.,,.~.~ ' ' '' I c, I C _ _I L\I 'I 'I -, U.S. DEPARTMENT OF AGRICULTURE SOIL CONSERVATION SERVICE 122°07130" 47"30' " I s cALc, I :2wo " II " " '-"' 4 " " " ,, .. \\: 11·. . . • .· ,~ -)I I::. .SC.!, $OILS M'\P ·' AgC ., •" I • • • s,,;="',F,• Tank .. -. BM 574 //'l ,/ _______ /. I I I I I .I ·i : 5' . : This section desc:ribes the soil series and rr,ap- ping uni ts in the King County Ar:a. E~ch so~ 1 . series is described and then eac~ mapping unit 1n that series. Unless it is specifically mentioned otherwise, it is to be assu:ned that what is stated about the soil series holds true for the mapping units in that series. Thus, to get full information about any one mapping unit, it is necessary to read both the description of the mapping unit and the description of the soil series to which it belongs. An important part of the description of each soil series is the soil profile, that is, the sequence of layers from the surface downward to rock or other underlying material. Each series contains two descriptions of this profile. The first is brief and in terms familiar to the layman. The second, detailed and in technical terms, is for scientists, engineers, and others who need to make thorough and precise studies of soils. Unless it is otherwise stated, the colors given in the descriptions are those of a moist soil. As mentioned in the section 11How This Survey Was Made, 11 not all mapping units are members of a soil series. Urban land, for example, does not belong to a soil series, but nevertheless, is listed in alphabetic order along with the soil series. Fol lowing the name of each mapping unit is a symbol in parentheses. This symbol identifies the mapping unit on the detailed soil map. Listed at the end of each description of a mapping unit is the capability unit and woodland group in which the mapping unit has been placed. The woodland desig- nation and the page for the description of each capability unit can be found by referring to the "Guide to Mapping Units 11 at the back of this survey. The acreage and proportionate extent of each mapping unit are shown in table 1. Many of the terms used in describing soils can be found in the Glossary at the end of this survey, and more de- tailed information about the terminology and methods of soil mapping can be obtained from the Soil Survey Manual (~. Alderwood Series The Alderwood series is made up of moderately well drained soils that have a weakly consolidated to strongly consolidated substratum at a depth of 24 to 40 inches. These soils are on uplands. They formed under conifers, in glacial deposits. Slopes are O to 70 percent. The annual precipitation is 35 to 60 inches, most of which is rainfall, between October and May. The mean annual air temperature is about 50° F. The frost-free season is 150 to 200 days. Elevation ranges from 100 to 800 feet. In a representative profile, the surface layer and subsoil are very dark brown, dark-brown, and grayish-brown gravelly sandy loam about 27 inches thick. The substratum is grayish-brown, weakly consolidated to strongly consolidated glacial till that extends to a depth of 60 inches and more. s GOILJ, f"IAP OF TI-lE SOI LS Alderwood soils are used for timber, ?asture, berries, row· crops, 2.nd urban development. They are the most extensive soils in the survey a:::-ea. Alderwood gravelly sandy. loam, 6 to 15 percent slopes (AgC) .--This soil is rolling. Areas are irregular in shape and range from 10 to about 600 acres in size. Representative profile of Alderwood gravelly sandy loam, 6 to 15 percent slopes, in woodland, 450 feet east and 1,300 feet south of the north quarter corner of sec. 15, T. 24 N., R. 6 E.: Al--0 to 2 inches, very dark brown (lOYR 2/2) gravelly sandy loam, dark grayish brown (lOYR 4/2) dry; weak, fine, granular struc- ture; slightly hard, friable, nonsticky, nonplastic; many roots; strongly acid; abrupt, wavy boundary. 1 to 3 inches thick. B2--2 to 12 inches, dark-brown (lOYR 4/3) gravelly sandy loam, brown (lOYR 5/3) dry; moderate, medium, subangular blocky structure; slightly hard, friable, nonsticky, n6nplastic; many roots; strongly acid; clear, wavy boundary. 9 to 14 inches thick. B3--12 to 27 inches, grayish-brown (2.SY 5/2) gravelly sandy loam, light gray (2.SY 7/2) dry; many, medium, distinct mottles of light olive brown (2.5Y 5/6); hard, friable, non- sticky, nonplastic; many roots; medium acid; abrupt, wavy boundary. 12 to 23 inches thick. IIC--27 to 60 inches, grayish-brown (2.SY 5/2), weakly to strongly consolidated till, light gray (2.SY 7/2) dry; common, medium, distinct mottles of light olive brown and yellowish brown (2.SY 5/6 and lOYR 5/6); massive; no roots; medium acid. Many feet thick. The A horizon ranges from very dark brown to dark brown, The B horizon is dark brown, grayish brown, and dark yellowish brown. The consolidated C horizon, at a depth of 24 to 40 inches, is mostly grayish brown mottled with yellowish brown. Some layers in the C horizon slake in water. In a few areas, there is a thin, gray or grayish-brown A2 horizon. In most areas, this horizon has been destroyed through logging operations. Soils included with this soil in mapping make up no more than 30 percent of the total acreage. Some areas are up to 3 percent the poorly drained Norma, Bellingham, Seattle, Tukwila, and Shalcar soils; some are up to 5 percent the very gravelly Everett and Neilton soils; and some are up to 15 percent Alderwood soils that have slopes more gentle or steeper than 6 to 15 percent. Some areas in ~ew- castle Hills are 25 percent Beausite soils, some northeast of Duvall are as much as 25 percent Ovall soils, and some in the vicinity of Dash Point are 10 percent Indianola and Kitsap soils. Also included are small areas of Alderwood soils that have a gravelly loam surface layer and sub soi 1. Per:neability is moderately rapid in the surface layer and subsoil and very slow in the substratum. Roots penetrate easily to the consolidated substra- tum where they tend to mat on the surface. Some roots enter the substratum through cracks. Water moves on top of the substratum in winter. Available water capacity is low. Runoff is slow to mediwn, and the hazard of erosion is moderate. This soil is used for timber, pasture, berries, and row crops, and for urban development. Capabi 1i ty unit IVe-2; woodland group 3dl. Alderwood gravelly sandy loam, 0 to 6 percent slopes (AgB) .--This soil is nearly level and undulating. It is similar to Alde:rwood gravelly sandy loam, 6 to 15 percent slopes, but in places its surface layer is 2 to 3 inches thicker. Areas are irregular in shape and range from 10 acres to slightly more than 600 acres in size. Some areas are as much as 15 percent included Norma, Bellingham, Tukwila, and Shalcar soils, all of which are poorly drained; and some areas in the vicinity of Enumclaw are as much as 10 percent Buckley soils. Runoff is slow, and the erosion hazard is slight. 1bis Alderwood soil is used for timber, pasture, berriesj and row crops, and for urban development. Capability unit IVe-2; woodland group 3d2. Alderwood gravelly sandy loam, 15 to 30 percent slopes (AgD) .--Depth to the substratum in this soil varies within short distances, but is commonly about 40 inches. Areas are elongated and range from 7 to about 250 acres in size. Soils included with this soil in mapping make up no more than 30 percent of the total acreage. Some areas are up to 25 percent Everett soils that have slopes of 13 to 30 percent, and some areas are up to 2 percent Bellingham, Norma, and Seattle soils, which are in depressions. Some areas, especially on Squak Mountain, in Newcastle Hills, and north of Tiger Mountain, are 25 percent Beausite and OVall soils. Beausite soils are underlain by sandstone, and Ovall soils by andesite. Runoff is medium, and the erosion hazard is severe. The slippage potential is moderate. This Alderwood soil is used mostly for timber. Some areas on the lower parts of slopes are used for pasture. Capability unit Vle-2; woodland group 3dl. Alderwood and Kitsap soils, very steep (Ak.F) .-- This mapping unit is about SO percent Alderwood gravelly sandy loam and 25 percent Kitsap silt loam. Slopes are 25 to 70 percent. Distribution of the soils varies greatly within short distances. About 15 percent of some mapped areas is an included, unnamed, very deep, moderately coarse textured soil; and about 10 percent of some areas is a very deep, coarse-textured Indianola soil. Drainage and penneability vary. Runoff is rapid to very rapid, and the erosion hazard is severe to very severe. The slippage potential is severe. These soils are used for timber. Capability unit VIIe-1; woodland group 2dl. 10 ,,_ ,, I:; Arents, Alderwood Material Arents, .4lder,mod material consists of Alderwood soils that have been so disturbed through urban- ization that they no longer can be classified with the Alderwood series, These sOils, however, have many similar features. The upper part of the soi 1) to a depth of 20 to 40 inches, is brown to dark- brown gravelly sandy loam. Below this is a grayish- brown, consolidated and impervious substratum. Slopes generally range from O to 15 percent. These soils are used for urban development. Arents, Alderwood material, O to 6 percent slopes (.Arr.B) .--In many areas this soil is level, as a result of shaping during construction for urban facilities. Areas are rectangular in shape and range from S acres to about 400 acres in size. Representative profile of Arents, Alderwood material, 0 to 6 percent slopes, in an urban area, 1,300 feet west and 350 feet south of the northeast corner of sec. 23, T. 2.S N., R. 5 E.: 0 to 26 inches, dark-brown (lOYR 4/3) gravelly sandy loam, pale brown (lOYR 6/3) dry; massive; slightly hard, very friable, non- sticky, nonplastic; many roots; medium acid; abrupt, smooth boundary. 23 to 29 inches thick. 26 to 60 inches, grayish-brown (2.SY S/2) weakly consolidated to strongly consolidated glacial till, light brownish gray (2.SY 6/2) dry; common, mediwn, prominent mottles of yellowish brown (lOYR 5/6) moist; massive; no roots; mediwn acid. Many feet thick. The upper, very friable part of the soil extends to a depth of 20 to 40 inches and ranges from dark grayish brown to dark yellowish brown. Some areas are up to 30 percent included soils that are similar to this soil material, but either shallower or deeper over the compact substratum; and some areas are 5 to 10 percent very gravelly Everett soils and. sandy Indianola soils. This Arents 1 Alderwood soil is moderately well drained. Penneability in the upper 1 disturbed soil material is moderately rapid to moderately slow, depending on its compaction during construction. The substratum is very slowly permeable. Roots penetrate to and tend to mat on the surface of the consolidated substratum. Some roots enter the substratum through cracks. Water moves on top of the substratum in winter. Available water capacity is low. Runoff is slow, and the erosion hazard is slight. This soil is used for urban development. Ca- pability unit IVe-2i woodland group 3d2. Arents, Alderwood material, 6 to 15 percent slopes (AmC) .--This soil has convex slopes. Areas are rectangular in shape and range from 10 acres to about 450 acres in size. Kitsap silt loar.1, 8 to 15 percent slopes (KpC) .-- Areas of this soil are commonly less than 30 acres in size. Some areas are up to 10 percent included Alder- wood gravelly sandy loam; some are up to 5 percent the very deep, sandy Indianola soils; and some are up to 3 percent the poorly drained Bellingham, Tukwila, and Seattle soils. Runoff is medium, and the eras ion hazard is mod- erate to severe. The slippage potential is moderate (pl. II, top and bottom). This Kitsap soil is used for timber and pasture. Capability unit IVe-1; woodland group 2d2. Kitsap silt loam, 15 to 30 percent slopes (KpD) .-- 1his moderately steep soil is similar to Kitsap silt loam, 2 to 8 percent slopes, but the platy substratum generally is at a depth of about 40 inches. Soils included with this soil in mapping make up no more than 30 percent of the total acreage. Some areas are up to 15 percent Alderwood gravelly sandy loam; some are up to 15 percent the very deep, sandy Indianola soils; and some are up to 2 percent the poorly drained Bellingham, Seattle, and Tukwila soils. Runoff is rapid, and the erosion hazard is severe. Slippage potential is severe. This soil is used for timber and pasture. Capabil- ity unit VI e-2; woodland group 2dl. Klaus Series The Kl-aus series is made up of somewhat excessive- ly drained soils that formed under conifers, in very gravelly glacial outwash. These soils are on ter- races in the vicinity of North Bend. Slopes are 6 to 15 percent. Annual precipitation is about 80 inches, and the mean annual air temperature is 48° or 49° F. The frost-free season is about 150 days. Elevation ranges from 500 to 600 feet. In a representative profile, the surface layer is gray loamy sand about 1 1/2 inches thick. The sub- soil is dark reddish-brown and dark-brown gravelly loamy sand and very gravelly loamy sand about 24 inches thick. The substratum is dark grayish-brown and olive-brown very gravelly sand that extends to a depth of 60 inches or more. Klaus soils are used for timber and pasture. Klaus gravelly loamy sand, 6 to 15 percent slopes (KsC) .--This soil is strongly sloping or rolling and is mostly convex. Areas are irregular in shape and range from 10 acres to about 50 acres in size. Representative profile of Klaus gravelly loamy "sand, 6 to 15 percent slopes, in forest, 300 feet east and 1,000 feet north of the southwest corner of sec. 7, T. 23 N., R. 9 E.: 02--1/2 inch to 0, black (N 2/1), decomposed leaf litter; massive. A2--0 to 1 1/2 inches, gray (lOYR 5/1) loamy sand, light gray (lOYR 6/1) dry; massive; soft, very friable, nonsticky, nonplastic; many roots; J EcXHrB/T '-\ _,, c 18 extremely acid; abrupt, irregular bounda::cy. 0 to 2 1/2 inches thic1~. B2lhir--l 1/2 to 3 inches, dark reddish-brown (2 ,SYR 2/3 and 3/4) gravelly loamy sand, dark brown (7 .SYR 4/4) dry; massive; soft, very friable, nonsticky, nonplastic; many roots; extremely acid; abrupt, irregular boundary. 0 to 6 inches thick. B22ir--3 to 13 inches, dark reddish-brown (5YR 3/4) very gravelly loamy sand, brown (7.SYR 5/4) dry; massive; soft, very friable, nonsticky, nonplastic; many roots; very strongly acid; gradual, irregular boundary. 5 to 15 inches thick. 83--13 to 25 inches, darkcbrown (7.SYR 4/4) very gravelly loamy sand, brown (lOYR 5/3) dry; massive; soft, very friable, nonsticky, non- plastic; cornrnon roots; strongly acid; abrupt, wavy boundary. 5 to 15 inches thick, C--25 to 60 inches, dark grayish-brown (2.SY 4/2) and'olive-brown (2.5Y 4/4) very gravelly sand, light brownish gray (2.SY 6/2) dry; single grain; loose, nonsticky, nonplastic; few roots; mediwn acid. In many places the thin, gray A2 horizon destroyed by logging operations. 1he upper the B horizon ranges from dark gray to dark brown. has been part of reddish The lower part of the B horizon ranges from dark brown or very dark brown to dark yellowish brown and olive brown. Depth to the very cobbly or very gravelly sand C horizon is 18 to 36 inches, Some areas are as much as 6 percent included Norma and Seattle soils, which ·are in depressions. Permeability is rapid to very rapid. The effec- tive rooting depth is 60 inches ·or more. Available water capacity is low. Runoff is slow, and the erosion hazard is slight. This soil is used for timber and pasture. Capabil- ity llllit VIs-1; woodland group 3fl. Mixed Alluvial Land Mixed alluvial land (Ma} consists of a variety of alluvial soils in areas that are too small and too closely associated to map separately at the scale used. Texture ranges from sand and gravelly sand to silty clay loam. This land is well drained to very poorly drained. Slopes are connnonly 2 percent and less. The hazard of stream overflow is severe. Mixed alluvial land is used mostly for timber and pasture. Capability unit VIw-2; woodland group 2ol. Neil ton Series The Neilton series is made up of excessively drained soils. These undulating and rolling soils formed under conifers, on terraces, in stratified, very gravelly glacial outwash deposits. Slopes are 2 to 15 percent. The annual precipitation is 35 to 55 inches, and the mean annual temperature is about are O to 1 percent. The annual precipitation is 35 to 55 inches, and the mean annual air temperature is about 50° F. The frost-free season is about 190 days. Elevations range from 10 to 650 feet. In a representative profile, the soil is domi- nantly mottled dark grayish-brown and grayish-brown silty clay loam to a depth of about 45 inches. The substratum is gray silty clay that extends to a depth of 60 inches or more. Puget soils are used for row crops and pasture. Puget silty clay loam (Pu) .--Puget soils are in nearly round or elongated tracts that range from 3 to 110 acres in size. Slopes are less than 1 per- cent. Representative profile of Puget silty clay loam, in pasture, 800 feet east of the west quarter corner of sec. 21, T. 25 N., R. 7 E.: All--0 to 1 inch, very dark grayish-brown (2'.5Y 3/2) silt loam, grayish brown (lOYR 5/2) dry; mod- erate, thin, platy structure; hard, firm, slightly sticky, slightly plastic, many roots; medium acid; abrupt, smooth boundary. 1 to 2 inches thick. A12--1 _to 7 inches, dark gray,ish-brown (2.SY 4/2) silty clay loam, light gray (SY 7/2) dry; conunon, fine, prominent, dark-brown (7.SYR 4/4) mottles; moderate, very coarse, prismatic structure; hard, firm, sticky, plastic; many roots; medium acid; clear, smooth boundary. 5 to 7 inches thick. B2lg--7 to 17 inches, dark grayish-brown (2 .SY 4/2) silty clay loam, light gray (2.SY 7/2) dry; common, mediumi prominent, strong-brown (7.SYR 5/6, 5/8) mottles; moderate, medium, prismatic structure; hard, firm, sticky, plastic; many TOots; slightly acid; clear, smooth boundary. 5 to 12 inches thick. B22g--17 to 25 inches, grayish-brown (2.SY 5/2) silty clay loam, light olive gray (SY 6/2) dry; many, medium, prominent, yellowish-red (SYR 5/8, 4/8) mottles; strong, very coarse, pris- matic structure; very hard, firm, sticky, plastic; common roots; slightly acid; abrupt, smooth boundary. 6 to 12 inches thick. B23g--25 to 26 1/2 inches, dark-gray (SY 4/1) medium sand, light grayish brown (2.SY 6/2) dry; few, medium, prominent, yellowish-red (SYR 5/8) mottles; single grain; loose, nonsticky, non- plastic; few roots; slightly acid; abrupt, smooth boundary. 1 to 2 inches thick. B24g--26 1/2 to 31 inches, grayish-brown (2.SY 5/2) silty clay loam, light gray (SY 7/2) dry; many, medium, prominent, yellowish-brown (lOYR 3/6) mottles; moderate, medium, angular blocky stnicture; hard, firm, sticky, plastic; few roots; medium acid; abrupt, wavy boundary. 3 to 6 inches thick. B25g--31 to 40 inches, grayish-brown (2.SY 5/2) silty clay loam, light gray (SY 7/1) dry; com- mon, fine, prominent, yellow, brownish-yellow (lOYR 7/6, 6/6), and strong-brown (7.SYR 5/8) J;JOttles; strong, very coarse, prismatic struc- ture; hard, finn, sticky, plastic; few roots; medilUTI acid; clear, smooth boundary. 8 to 10 inches thick. Clg--40 to 45 inches, greenish-gray (SGY 5/1) silty clay loam, light gray (SY 7/1) dry; common, fine, prominent, sti-ong-brown (7.SYR 5/6) mottles; massive; hard, firm, sticky, plastic; medium acid; clear, smooth boundary. 4 to 6 inches thick. C2g--45 to 60 inches, gray (SY 5/1) silty clay, light gray (SY 7/1) dry; few, medium, promi- nent, yellowish-red (SYR 4/8, 5/8) mottles, yellowish brown (JOYR 5/8) dry; and common, medium, distinct, light olive-brown (2 .SY 5/4) mottles, light yellowish brown (2.SY 6/4) dry; massive; very hard, firm, sticky, plastic; medi urn acid. 'Ihe A horizon ranges from silty clay loam to silt loam. The B horizon is dominantly silty clay loam stratified with silt loam, silty clay, and fine sand. Some areas mapped are up to 10 percent inclusions of Woodinville and Snohomish soils. Permeability is slow, The seasonal high water table is at or near the surface. In drained areas~ roots penetrate with difficulty to a depth of 60 inches or more, In t.mdrained areas the effective rooting depth is restricted. The available water capacity is high. Rt.moff is slow to ponded, and the erosion hazard is slight. Stream overflow is a se- vere hazard. This soil is used for row crops and pasture. Capability unit Illw-2; woodland group 3w2. Puyallup Series The Puyallup series is made up of well-drained soils that formed in alluvium, under grass, hard- woods, and conifers. These soils are on the natural levees adjacent to streams in the river valleys. Slopes are Oto 2 percent. The annual precipitation is 35 to 60 inches, and the mean annual air temper- ature is about 50° F. The frost-free season ranges from 160 to 200 days. Elevation ranges from 20 to 500 feet. In a representative profile, very dark grayish- brown and dark grayish-brown fine sandy loam and very fine sandy loam extend to a depth of about 34 inches. The substratum, at a depth of 60 inches or more 1 is very dark grayish-brown, dark grayish- brown, and dark-brown medium sand, loamy sand, and sand. Puyallup soils are used mostly for row crops and pasture. 1hey are among the soils that are well suited to farming. Urban development is occurring in many areas . Puyallup fine sandy loam (Py) .--This nearly level soil is on natural levees in the valley bottoms. Areas are long and narrow or somewhat rounded and 24 ,, ., ~ Sc.~ Soil!-MA/> range from 2 to atout 50 acres in size. Slopes are less than 2 percent and are slightly convex. Representative profile of Puyallup fine sandy 10am, in pasturei 1,030 feet east and 1,000 feet north of center of sec. 21, T. 21 N., R. 5 E.: All--0 to 8 inches, very dark grayish-brown (lOYR 3/2) fine sandy loam, brown (10YR 3/3) dry; weak, fine, granular structure; soft, very friable, nonsticky, nonplastic; many roots; neutral; clear, smooth boundary. 6 to 10 inches thick. Al2--8 to 14 inches, very dark grayish-brown (lOYR 3/2) very fine sandy loam, brown (lOYR 5/3) dry; moderate, medium and coarse, granular \ structure; soft, very friable, slightly stickyi slightly plastic; many roots; neutral; abrupt, smooth boundary. 4 to 8 inches thick. Cl--14 to 34 inches, dark grayish-brown (lOYR 4/2) very fine sandy loam, brown (lOYR 5/3) dry; weak, medium, platy structure; slightly hard, very friable, slightly sticky~ slightly plas- tic; many roots; slightly acid; abrupt, wavy boundary. 18 to 24 inches thick. C2--34 to 45 inches, very dark grayish-brown and dark grayish-brown (JOYR 4/2 and 3/2) medium sand, grayish brown (lOYR 5/2) dry; single grain; loose, nonsticky, nonplastic; plentiful roots; neutral; gradual, smooth boundary. 9 to 13 inches thick. C3--45 to 51 inches, dark-brown (lOYR 3/3) loamy sand, brown (lOYR 5/3) dryj massive; soft, very friable, nonsticky, nonplastic; few roots; slightly acid. 4 to 7 inches thick. C4--51 to 60 inches, dark grayish-brown (2.SY 4/2) sand, dark gray and gray (]OYR 4/1 and 6/1) dry; single grain; loose, nonsticky, nonplas- tic; few roots; neutral. The A horizon ranges from very dark grayish brown to very dark brown and from fine sandy loam to very fine sandy loam and silt loam. The C horizon ranges from very dark grayish brown to olive brown. The upper part of the C horizon is dominantly very fine sandy loam. Commonly layers of sand, fine sand, and loamy fine sand are in the lower part of the C horizon. Mottles occur below a depth of 30 to 40 inches in places. Some areas are up to 15 percent inclusions of Briscot, Newberg, Nooksack, Oridia, and Renton soils; and some are up to 10 percent the poorly drained Woodinville and Puget soils. Permeability is moderately r~pid. The effective rooting depth is 60 inches or more. The seasonal water table is at a depth of 4 to S feet. Available water capacity is moderately htgh. Runoff is slow, and the erosion hazard is slight. Stream overflow is a slight to severe hazard, depending on the amount of flood protection provided. This soil is used for row crops and pasture and for urban development. Capability unit IIw-1; wood- land group 2ol. Ragnar Series The Ragnar series is made up of well-drained, gently sloping to strongly rolling soils on dissec- ted glacial outwash terraces. 1he vegetation is mostly conifers. Slopes are 2 to 25 percent. The. -annua:l -precip·itation -is 35 t.o-6S-inches, and the mean .. annual air temperature is-about 50-° F;· The· frost-free season is 150 to 210 days. Elevation ranges from 300 to 1,000 feet. In a representative profile, very dark grayish- brown, dark yellowish-brown, and yellowish-brown fine sandy loam extends to a depth of about 27 inches. The substratlllTI is olive-brown loamy sand. It extends to a depth of 60 inches or more. Ragnar soils are used for timber and for urban -~evelopment. Ragnar fine sandy loam, 6 to 15 percent slopes (RaC) .--This undulating to rolling soil is on glacial terraces. It is in irregularly shaped tracts that range from 5 to more than 300 acres in size. Representative profile of Ragnar fine sandy loam, 6 to 15 percent slopes, in forest, 300 feet north and 230 feet east of the center of sec. 3, T. 21 N., R. 5 E.: 01--1 1/2 inches to 0, black (lOYR 2/1) leaves and twigs; abundant roots; abrupt, smooth bound- ary. 1 to 2 inches thick. Al--0 to 4 inches, very dark grayish-brown (lOYR 3/2) and very dark-gray (lOYR 3/1) fine sandy loam. grayish brown (IOYR 5/2) dry; massive; slightly hard, very friable, nonsticky, non- plastic; many roots; medium acid; abrupt, wavy boundary. 3 to 9 inches thick. B21--4 to 17 inches, dark yellowish-brown (lOYR 4/4) and yellowish-brown (lOYR S/6) fine sandy loam, brown (lOYR 5/3) dry; massive; slightly hard, very friable, nonstickyi nonplastic; many roots; medium acid; clear, smooth boundary. 5 to 13 inches thick. B22--17 to 27 inches, yellowish-brown (1DYR 5/4) fine sandy loam, brown (lOYR 5/3) dry; massive; slightly hard, very friable, nonsticky, non- plastic; conunon roots; medium acid; clear, smooth boundary. 6 to 12 inches thick. IIC--27 to 60 inches, olive-brown (2.SY 4/4) loamy sand, yellowish brown (lOYR 5/4) dry; massive; soft, very friable, nonsticky, nonplastic; very few roots; medium acid. Material similar to this horizon extends downward many feet and has numerous, very thick silty layers. The A horizon ranges from black to very dark grayish brown. The B horizon is sandy loam and fine sandy loam that is dark yellowish brown to brown. The ITC horizon, below a depth of 20 inches, is very dark grayish brown to olive brown. Lenses of loam and silt loam occur below a depth of 36 to 40 inches in many places. Any one horizon can be as much as 15 percent gravel. 25 ' " ~ 1 I I 1' ,, lQK!ngCounty Dept or Assessmerits ------ ; -i r: --... =~:t""''" --"'"''"'" o,,o,•OIS.,,,..e,~ _,.,,., '"·"""' --,,,._ ~~~~,«• ¥0 c,,,. , -~-r.--ccc,p,,~- ,,. ____ J---_,,~ ,'!;.-' '"'""' ~A~~,~y FAIRE 11 . '"--;c______/'t ' "~jy:,-<) ,· ~. EXHJ&IT p- SE 23-23-05 0..C 15, 2001 ' "'"" .. """' .. ' """ -.'F "''1'····--- (,/Tf -·-- / r -- ~ FRANK R ATI j •; DELL PA 0 RK U ' ~ 1 ,. ·. /. , , , ' , , f L,bS,C,J liJ King County Dept of Assessmerits .I , , co,.,.~ ~;,':to"'•, I I I I /, , I I .I ~ I ·--.... --·---- ! .: . -•• .... I SW 24-23-05 Dec 14, 2007 ""'""""'' ,001-· "''" lJ ,_ 10b ~~~{(}\ -r\~fJ4 . .,;_ ;:i ~, ,q-:\4( ,, -~T:··:·~-.. <-. -;,, --f.~:~r. :~ ,.. .. ' Use. [ ,, I .J. -: ,· ·.f . I' .\ ( .:;.,_ Ma~i"Cre~k- a ci:~., ' ' .Y,·· _,.... \ 5 ~-_--;:., '(,t:6-1 ·-,~~' 24t,f_ 23b 1 .I b ,c, ' 22~ ~l !· ; 1, 1-I ·l ~1501 --~ ·o -,-- "_:::; -, -i 9b •. 3--'<.._: ... ;~ -s;:"1- ' -, ~~--. '\\ \ / i•.' 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C ~ ~ ·• & ~ "' '" .. i'l .. ~ " f.il < )! -,-~,--,-_,~·-----···---~----- ,1!J~ rii/J sec. 2s, TWF". ~3 N .. R. s e. r~------SE 1.uir ST 23 I I I I I I I 1 . I I I I ~ <, .f; ~ i l \I,\ I VICINfl"!' MAP I I 2, ..,....., · 23J L _____________________ _ DAAW1NG LIST I I I I I I I I I I I I MAP NO. SHEET NO. DESCRIPTION COVER SHEET · 2001-20 (1) 2001-20 (2) 2001-20 (3) ' 2 3 SUMMARY OF QUANTITIES/DETAILS PLAN AND PROFILE I / I I \ \ i t ( Jr} '-'"" ·"· "''---·-·-· ·-·--·--·---·-·__;·-·-·-·-·----~·-l.. KING COUNTY ( r·-' ,.-,I J ~ /_..., j ,., r I( DEPT. OF PUBLIC WORKS FAUL TANAKA Director \__""· I c, j \ r"---·..J \ :::,, L, ·1 ...,, /r' \ ( ', _ _j SUMMERFIELD PHASE II (PLAT OF VALLEY FAIRE I) ' (161s-r. A VE SE AT MAPLE VALLEY HlGHW A Y) CALL 2 DAYS Ell11FORE YOU DIG 1-800-424-5555 W,TE I R£\IJSl()H 1/9~ j ,tl,~-B~lh_T . !'_ LP~ <® KlNG COUNTY DEPAITTMWT. · OF PUBLIC WORKS f'IN.f T~ Pir9daf' SURf"AeE WATl'.R' ~ENT DMSION SUMMERFIELD PHASE II (Pt.Al 0F VALl.£'1' FAIR£ I) 181ST AV£. S£ AT MN'l;f \l'U:EY HIGHWAY I COVER SHEET I ~ I iltRR)' QJRBQNS P £ Oil.TE~ RECOMMENDED ~I;~ P E..; D4lt ..kli::9z... DESICNm ¥-uwfufCf Cl:m:E ~ ,~.,.••"!''¥'"'--~-~ PROJ£CT NO J•De SUIM.l" NO. 2.3 23--05-HI SttE£T 1 or 3 ---·-.... . 2001-20(1) Ml'.-!.i:>i---• i1c11lj J Jil; (®11 11 SUMMARY OF QUANTITIES PROJECT LIMITS: LENGTH: 400 LINEAR FEET f:._'),..... I//! I 161$T AVE. SE AT MAPLE VALLEY HIGHWAY PROJECT NUMBERS 1,s-BUO.T I i!i I I o:/ I lt5 I+ 7 CONTR!\CTOR: TO REMOVE EXISTING PiPE OR PLUG NEW PIPE (SEE GENEAAL NOTE I•) ITEM/ TOT At. / / sm. NO. OUANT/IY UNIT llEM NO. ITEM I • ~s-~alUZATiON 2_ LtiµP sWJ0..s, ~ .REMOVAL OF STRUCTURES AND OBSTRUCTIONS 1 I 9Q 1_1.,r.1o~JJI FILIER FMlMC L5. 16 40 ±5 _Td,Nf512~ lONl!Y Ml! ! 1" I TfNG CATCH Cl slJRfACING TQP CQUR: :lllf ~uitt-JT t'"'I A IN t 7 j(UM~LsJFUI SEEDING, FERTILIZING, ANQ MULc:'_HiNCl_ _l_ IN 18] 1QO HR. LABOR FOR TRAFFIC-CONTROL AT FIXED PRICE 51 ff, , I 12 '?LUMP st M L.F. I 671 __ll L._S. WAT C(MENT CONC. ROLLED CURB CEMENTCONC. SIDEWALK REPAIR EXISTING CATCH BASIN NOTE: FOR SPECIAL FEATURES SEE SPECIAL PROVISIONS 047066 ,p SUI LU~f> SI ~{:) 435 • 50 2 0 ±Q _!I';, LUMP SLJM 10Q 1.L._ IMPSl."M SALES TAX: ALL ITEMS IN THIS PROJECT ARE SUBJECT TO PROVISIONS OF SECTION 1-07.2(2) OF THE STANDARD SPECIFICATIONS. CONSTRUCTION SEQUENCE 1. INSTALL TEMPORARY EROSION CONTROL MEASURES 2. NEAT LINE CUT THE .EXISTING ASPHALT 3. INSTALL THE NEW PIPE SYSTEM 4. -CONNECT NEW DRAINAGE SYSTEM TO EXISTING SYSTEM AT EXISTING ca #2 TO THE NORTH (SEE GENERAL NOTES 5 & 6) 5. PLUG EXISTING PIPE TO THE WEST AT EXISTING CB #2 (SEE GENERAL NOTES 5 & 6) 6. PATCH. ROADWAY WITH NEW ASPHALT AND MATCH THE EXISTING ROADWAY SLOPE 7. RESTORE At.L DISTURBED AREAS (I.E. SIDEWALi<. CURB AND GUTIER. MAIL BOXES. FENCES. ETC.) B. -CLEAN THE NEW DRAINAGE SYSTEM 9. CLEAN CONSTRUCTION AREA AND REMOVE TEMPORARY EROSION CONTROL MEASURES I tS I ;.~ r-.._ )txisr Jo---.- ..LS I S \j ' -. --. I ---... ... 70 §Qg_ 15-1- 1-43 110 604 l/ ----:.'F>t?· I ) --. .:_ F:!<1sr 1 :r -_ --~e··. ---· . 'Ji NEW 24" PIPE/ . ( ) -1 ...l l I ~ r7 . .Y ' ' ..... -'-.. _,_ __:,_ I E:Xt5TINO CB TYPE 2-72" STA 1+10-.C.fT LT , . 4Q 8Ll5 LS. 102 0 ~ 28-3 L.S. O!i'1NERAL,. NOTES LOCATION N 171J61.~9 E 1660649.79 SCALE 1" • 2' ALL CONSTRUCTION WORK SHALL BE IN ACCORDANCE WITH KING COUNTY ROAD STANDARDS. 2. CONTRACTOR TO VERIFY, WITH EACH UTiLITY COMPANY. THE LOCATION AND DEPTH or EXISTING LITILfflES IN THE FIELD. 3. CONTRACTOR $HALL INSTA!.L FILTER FABRIC PROTECTION UNDER ALL STORM DRAIN ORA TE IMLETS IN THE CONSTRUCTION AREA 4. 5. 6. 7. B. ALL TEMPORARY EROSION COlffROL FACILITIES SHALL BE MAINTAINED IN A SAT15FACTORY CONlilJTION UNTIL SUCH TIME THAT CC>NS'FRUCTION IS C€>MPL!;T[!I. CONNECTION TO EXISTING STRUGTURE 62 TO BE DONE AFTER THE CONSTRUCTION OF NEW DRAINAGE SYST[M IS COMPLETED. IF DEPARTMa;T OF TRANSPORTATION HAS NOT UPGRAD£D THE SYSTEM ACROSS SR 1 69 (MAPLE VALLEY HIGHWAY) PRIOR TO CONSTRUCTION OF THE NE'.iv DRAIIIAGE LINE DOWN t 61 ST SE CONTRACTOR MUl!T PLUG THE NEW SYSTEM (WITH TEMPORARY PLUG) INST[AO (')f R£MO\IING THE EXISTING 24" PIPE TO THE WEST (SEE DET All A8tw£). RESTORATION OF ANY DISTURBED AREAS t.AUST MATCH EXISTING CONDITION. SEED At.L DISTURBED AREAS OFF ROADWAY. THE I 1195f AS-BUILT I oo<f ''''""'" 0.25• J.UN. D~PTI-1 CQMPACTEO ASPHALT CONCRt'fE CLASS 8 0.29" MIN owrn COMPACTED MATCH DCIST CRUSHED SURFACING TOP COURSE SLOPE EXISTING NEAT LINE CUT AS~.W.T ..=-=-, -~IST ~PHALT y\!T.o GRAVEL B.-'C •_.'_. -r"' FOR TRENCH .... . . 6. • .. ~t-~G NEW PIPE ''~rr GaAVEL ~nLL f'OR PIPE e!llilNG (St:E SIO. DRAWING IJ--11 J A$f"HAL T l"'ATCH Oe:TA,IL N.T.S. CALL 2 DAYS BEFCIN!: YOU PIO 1-aoo-424-sass ® KlflC ClillltffY D£P_ ~ OF PU8UC WORKS Noll t..oni,ka., llb;:t"' SlJflDD[ 'M1iH ~ DMSIE)N SUMMERrtELD PHASE II (PLAT OF VAi.UY FAIR"E I) t 61 ST A\/f. iE AT IAAPU: VAUEY HIGHWAY f=Yore~lM /t,.J,$ AN~ NO' IIEC0161D«>EJ) t,llb! j':I= · QIITE~ -,~rt ..... ~ ......., ! _, "'· ,,..,,_,,_,. ...,. 2"' 3 OESIGie ' . s. Cl £ llRAWN° .s. @l<E 1-IJ-tll -------2001-20(2) U_IIW...,..__. ;', •i 'i il ~t: I (\!)i I YJ\!.!..!il1 \ \\ ' \ \ ,, ,, ' 1 ', \\~~~',, ' ,0,:-' ' ......... ~ ........ I ',, LOT 28 JI .AJ.il.!!I j \ .. FIi \ LOT 27 ' 'TBM: REilAR a CAP LS 2'2538 , EL • ll2-29 "' SN/ 1/4 SEC 23, T .23 N, fl5 E., WM '• • r. 20 • LOT 28 '"''"' ,m LOT 1 t ::i .i:,j" .. ! 'I ~ ~ ' , , I , I , , , , , I , I , ,_ 1 l LEGEND @ Na/ CATCH BASIN M WATOi VALVE 0 Oi!JST. 5,1,H!TMY 0 DUST STORU Ill mLPttOf.l[ Ill WATER 1,1ETER:jVALVE [eJ .POWEA VALILT ---C/L R/W ---,,. ----Pl'OP UNE 0 - j , j ,, .!? ,., .cm:l:i Ex.isT UH ffi,,t· 2-1 ENERGY li>ISSJP'ATOR Wlll-t DfBRIS ~f:l:1tR TOP (LEV 14-9~25 ------=========ii,i==f==~:c:-~--. ~,od{:::::::; =------2+00 ~ I~ :)·-Zt --=--!i~r I 1'.f.55 • -IQ,,_< s :::.==~:::_:::: tersr ,4 ve se -:~:::~::::~:::::;~~~--i;/1---- I I I I I j= 1: ' '--~ • ORAAMEHTAL TRUS/SHAUBS /l i j i j YI' CUP NE 1f_1.6S 34" HOPP$~ It' Ct.IP NE~ ~~ 0+00 -. -------- ... CAT(;H ~H 12 I ~isl C'9 TYPE 2 1f lGP El.EV 141.60 Xf' CMP SW 13!1.BJJ ~ ,r CMP SW 135.aO 2-4• CMP W U:p9 2'4 Cf'£P N • t:35·5 r·, ... ,.,, CALL 2 DAYS EIEFOl'!l! YOU Dl0 1-800-424-5SIS!S _i@."._ EX1st ca lYPE 2.:...# TOP El£\I ~ 140· ~9 ·24"1-"!fr C~P SW 1_35.55 Z4M -i,(/-CMP S !JS.S5 24" -3fJf-Ct.IP N 1.15.56 SUMP • IX'\.ih =~-• F.-2-4" Cf>U • LOT 1 I ' Y J\.11.!l 1 \, ;\JJl.!il JlllJ\~!I HJ J LOT 29 N 17.1-~a E: 1MEl$$0 • 011.,-.(.) / ; Na-~-I , § , I --~.::::.:::::~--~ SJ~.1)+1g,t1 J!l 7 l,F. 2:~• ~PCP -~~ \\,~. -N -1.711Jlf.i. 'I --~----~ -[ leeo:&7!.4· 0 f $ I ' ~ ... &, . l w ~! LOT 38 --:=:::.-~ == =::: ----30• CMP D:IST CB TYPE 2.-7't" Rll,1 ELfV • 115.93 2-t.• CUPE 112.11 l.4• CMP S 112.21 36" C0NC W 111.&1 ±==y::$> / i ./a .. 115_94: I , ' I I / ~o~~=~ ~- I I j ll , ' BENCl,,O.tARK: PUN(iH MARK JM J I EXl~C CATCH BASIN RJl;l I ,~"-tJ t AT STA 5+00 £L • ~ I -~ (DISTURBED) ' , ----=~~:~~:~~ , // •caP ----="-=-=----' ~ .J:,?. 1 '/ _..!.8:::.:;..:::.=:::::;:.::----72•x3o" 0.1. INSTALLED BY W.S.DOT ~ 9 ' tf:::::: ~:: :;:::::. --,~f:ia·· fJj:.2\, •' HliHi7 I I. E ta· CMP N.; _J~a-5~ '"" Fm,1 .. 12&.~S mv .. 11J.87 ~ "' I ·-~ :,.Ii• ' ' , ••• · R/t' . .. .. 130 ~ . ' •,, I • ..,,.._ "·· . . 'M • • - I ' --... ••••• • . • ··--... . . -. . .. : : • ····<.. •I•!, ' • ' " . . ... ,,._. . . . "" '" ,, .•. , ·-. . . . " -... . ,alj,. . • . i :----.,.,-:~EE-~--.,---~~<--~~,:~. ·····---~~ ... , · ·· ·· · • _. e! 1 i! '···· ... · .. · ·· • '!};';;;~ ... ·• .. • ·---=--....,--,.----::::.., ___ ,.._------.--,,,~ '. ........ -... _ . ·. :APPROll.L,,,..ium:s . !.'l,.ll .. o.,. . . : i.l:. t.~ ~· ·1•n IL -· ~ "••,,,. •> • ··.. "•• Q"BWEO,« -o,N !jl · · . . • ~•.< .. , ",,;3. -..•. ·············--------. . . . . ·-.. ' -• ·--~"-. . . • '"t:r -_ 11> . . .. ·-.. -. .. .. .. . . ,~... . . 'e $;:" a:~ '·' " . . •• • • ' ---•• ,a,. " "",n·-, ... __ ,1.... . . . . . . .. I='-• ' ! ~lir,i Ni)ll;. CONrfUiCTQR. Iti .... ~JZ r':'Wc,.~=NS ® K:JWG COONlY OEPARl\l[NT Of PUBIJC WORKS Poul Tonakcl, tll<Klol' SLIRf>CE WATER ~ OMSION SUMMERFIELD PHASE II (PLAT OF VALLEY FAIR£ I) 161 ST AV£.. SE AT w-.PLE VAU.£1' HIGHWAY IPLAN ANO PROFILE! -'PP~ W!IJJ GIB&Ot:!j P.f, . MT£ fl;! R~COl,OJEMPtc' !'ipj HIL.S§H P.[. _ DoO.TE -_,;, : ' £-1 0£SICNEO M. W/#@UlfS._ CI.AAK[ ~·~·~·"K-'--~~ fflOJEf:T hlD._tiZQH__ SUII\IO' tfD. 23r-2l-O!i -11 ~ 3 Df ,3 135< .. · II! ,0 ~ N :"~ N; ~~ 130 ·~~ a;;;· ~ 119" !S_.,.BUIL1" t1 a,o r: -=~ .I--~ l;l. JI. . a) • ll,. :l 2: .o ;:;o oo ·125 :t,·idi·lil~ :e3 ~~ ~~ 120: 115 · 1,0 . o+oo ' "' -0... .+. ,; ~,~ 1+00 2+0~0 u "···•occ __ , ___ 1 ,_,__<________ , 1, ,ii "------ "-, , --."--·---------------c._IT ___ _ · '1 L--1 ' --1 ·:--EXIST p -CMp '" . "" '" ·--'STOFI~ ... _ O-l ---L L.-.,,;s. LF. r "" ,, ,, Cl'.IST . . . "w,jfTA!l'I" If_"'"'"'"· ............ "' BANKt,100 .. -~~-jr. ---,\ .. '··125 : · ·120 ···115 );j 0 ii 22: \•A/~- . ...~'/ .. ·1··1-1-0 :~:~-.J. COMPL(TEO-. . : ~ ; .. : .. ,05 ~ ~. Ll:J In . +OO 4+00 5_+00 ... __ _ 2001-20(3) •zs.•~ u loeo CQlJ,NTx_ __ fy!AP NO'. 2000,97 2000,97A 2000-978 2000-97C 2000·97D 2000-971: 2000·97F 0 1000 P~OJEr:T SHE ·-·--·-·-·-·--·-·- t H " i i D£S1R£ 2000 3000 4000 VICINITY MAP DRAWING LIST S:1<1&1\!T ... N;C] ' ,-····-··-·--····' ' 1 2 3 4 5 6 7 EmSCRl!l.,TfON COVER SMt.ET SUMMARY OF QUANTITIES DRAINAGi: FACILITIES PLAN DRAINAGE FACILITIES PLAN DRAiNA_G'E. FACILITIO:S PROFILE DRAINAGE FACILITIES PROFILE DRAIN-AGE FACILITES STRUCTURAL DETAILS . 2000-97G 8 DRAINAGE FACILITES STRUCTURAL DETAILS 2000-97H 9 DRAINAGE FACILITES STRUCTURAL DETAILS 2000-971 10 DRAINAGI': FACILITES STRUCTURAL DETAILS 2000·97J 11 [ 161ST AVE. S.E. PLAN AND PROFILE 2000-97K 12 * j 61 ST AVE. S.E: STRUCTURAU:iEl' AILS * THESE SHEET ARE FOR PHASE. ll OF THIS PROJECT AND ARE NOT INCLUDED AT THIS TIME. I J (. .l I \' \-·-·-----·-·-·-·-·-·-·-·-----·-·-·-·-·-·--c-·-·-·-·-·-----·-·-·-·----------'--\ I . ~ / ) I ) . r' { . \ KING COUNTY rr \ ( . r- ) / . I ( f\· ;~·._; r . / .-1 (_/ ,_. I I; I" ,..... ( ,r' \. \ RECORD DRAWtl\.lG ·-DEPT. OF PUBLIC WORKS This <.lrawing represents the results of construction; it dmes nmt further imply or warrant that facilities shewn are 'as built". Future work lnV-OMng these facilities should be supported by _actual field location and measurement at tho time of tne work. \, "· '· __,. ________ _ '!'!AUL TANAKA DIRECTOR '---·"- ! rJ "~! I \ ,,-,,,...,,__, __ i ( l. SUMMERFIELD RAVNE GALL 2 DAYS BEFORE YOU DIG · STABILIZA Tli0 1N . (SR 169 & 161ST AVE SE) DAT£ A£VlSl0N .., ® KINQ COlfflY QEPARTMENT Of PUBLIC WORKS PAIL T NI.I\KA, Ol'IECTOil" SUflFACE WA.TEA MANAOaJEMt' DJVIS10N SUMMERFIELD RA VINE STABILIZATION (SR 169 & 161ST AV! SE) I cov•R SHEU I APPROVSJ I AABY GIB~ RECOP'IISrrn KEN GBESSEI DA~ .. ~ oasl(»ITI Kl3j G!IESScl' F'RGJeCT NO~ .Of'IAWM· A EADH KARI. .SUl'I.VEYNO.~·StEIIT ·1 OF ·12 2000-97 ·- : .i !.:- J_!,. ;SUMMARY:_OF_ QUANTITIES I l. -__ · ; ITEM NO, -1._ . . ......_ tOTAL QUf',NTITY ........ -1-------------" ..... +··--l-......__ ....iQ.__j ...ll. .1L llQD n /UNIT .. I :SY: .mN ..LE. ..LE. ..LE. -m _ _r,, '--"'· ·--~, !.1~ ___ _g!?, ___M. -------1--'- ~~ .i .i .i __._ .1. 1 ...,, • STD, ITEM NO. -· T ITEM - .... ,u e 1-iiEflI:Yi: I. -"A.,. '•••• " ~ --'-... · ~ ~ um. '"· ,. , ........ i-=:~· J I I I EROSION CON~ROL AN~NOSC'.A;ING3 25~----, ·-%.=i: !!: 29. ··-r·"·- ·_;, --- 30. 31. 32. -~ ij?j E) ; .. --. ~ NOT£, FOR SPECIAL FEATURES SEE SPECIAL. PROVISIONS. PROJECT NUMBERS AS-BUILT ----+-----! ' PIPELINE; _S!ATJ2!L 'ii+0 3+15 6+59 Jai. ... HQ 1425 175 ·-·---····-- STRUCTU·RE NOTES ~ 15 &1_1 '2li 344 ISFINlSHED INSTALL M.H. #2. CONNBCTTO NliW 24• PIPE.. INSTALL M.H. #3, CQNNECTT024" AIJID3(1" PIPES. CONSTRUCT EAl'ITH seRM NORTH olS M.H. ;10+10 mlj22i;{T24 351 "iNsf.iiIT'TfE SECTION AND6!1LVENT IN~ H.O.P.P. l~3+SOT014+30 17+9.5:T018+.J;l~i 7'> t8+GO"'f0~+£ij;" 20+$ TO 22+ 15 :;,+ 021+1'1. 21+ici. H 117 M:+unr Pl:?ts@,t1Q tt,;o '0 !~-\'fl 2!+6_tl_T0. '1+1f :2@'9 22+867024+3$ ~~ YW ~_:i._1:~ 11! i8+§!0 34+69 LS CALL 2 DAYS BEFORE YOU DIG , .ann.H-&.•••• ~ ,.. I -"'- Ft. fill ii! ~_'.I Ba LIT 210 "" 100 14Q )&!. )!i(I_ 200 ~~ "79!T6 I 79 ~ ! INSTALL 5 ewe ANCHORS Al 10' SPACING TEMP. EXC. SOIL FOR PIPE PLACI INSTAU UNt!li:IWRA1N 30"1:f.D.P:P. '5L_~.Q INS'rALl. CLAY Ei"AG 1 16 -TI;MP. B!\<RM ST.AID JNS'TALI 1N§TA1,,I ~ TJ 2 j~_ TEMP. If'! Wtfl'l'l-1 MQ. ,p;·p_ .,.. INS'fAu_~.B. #1~N.~~TO N_!;WSQ"AND 12" PIPES. cbNNECTTO EXISTINIS C.B. Wlti-i N&w 24~ -#39 l2!el B.3 I 77 l460j~~120ol-440I 79 / 16 I rs-I I I 2 t I I I 1619/ 111 )3001 I I~! I r2s RECORD DRAWING This drawing represents the results of construction: it does not further imply or warrant that facilities shown are ~as buiW. Future work involving the$e facilities should be supported by actual field location and measurement at the time of the work. DliT[ IIEVISIOII BY @ KING COLNTY OEPARTMEHT OF PU8UC WORKS MIA. TNUIKA, DflECTOII SURFACE WATER MANAGEMENT DIVISION' SUMMERFIELD FlA VINE ST ABIUZA TION (SR 169 & 161 ST A VE SE) SUMMARY OF OUANTIT1.ES AN.b STRUCTURE NOTES AH'FIO\.'ED...._U.RRY OIB8fflS P F DA~ RECO~QU"ES6ET DA~ DeSIGMrn KEN OREBSET DAA••----ccr- ,"f\ru;:CT NO Fllll03l S!tiVEY NO.~ SIE£t' 2 CF 12 · Ji.ff 26'395, '•IC:ot:: ---'\l'\1'11.l'II. n-, A H f··- <:f .•• J Q_ C) ' , ' / , ' / I / // ~ i t \ \ EXISTING DETENTION POND ' I \, __ ' \ BM SET R.R. SPIKf: ' IN S. SI~ 6F 36" CElil.llR TRE'E UP: 1..5' ELEV. 49.+.82 I ----------------I lNSTA~ DIAM. CONC., CL.::il. ----------- --L2 ---l- , L B.P.A. TRANS~N-. 1 TOWER !TYP.l j_ ~~--"+-.!§OTH.--PL. .............. ;.. ', ', ~E=·---~ l ', , .... · ..... , EDGE OF WAltR / / ',,~ C.9. No.I STA.0•.tiO . . ;_1 I\ zs· INSTALL STORM DRAIN U.ti1 l.. ~ . a.. '\,----l MANHOLE ,ITYPE 2, 5,(," : l o I/ r----;;-:::uc:R:'.".V€c:Y,,----, BASELl"1Elll'i'oRMAUON LINE " BEARING-OISTANCE I S77-49-22E' 101.25 " S77-49-37E 359.43 l.l N68-~39E 139.3.2 " N05-13-52E ?S.7.5 t02-49-Z.W 342.5\ 13ARR_· HER . ..-C I ' l l5 ' I I N3l-22-02W S71Ul6 al· "'· 0 MERIDIAN KCAS "' SCALE IN FEET / ... DIAM. w_ 11H DrnR1s , o. I i,;IU_ I ~ I N.OTE:PIPE SAS[LJNE STA.0•40: I\ 1 L7 '-..\ sui*vEY BASELINE STA.S•OO,s' u/· 110· i \ i I LB "" ____ ! N30--.5-f.--28W .21B.2!1 , ... ......... 258.79 f~ ,?- r \Hi SECTION ®A· · . / 1 '~l . FILL EX.1$.TING ACCESS 9 -· · · . 1 --1·· . ROAD TO ELEV. 490.0 . . · ,' : \ \V: SEE DETAl_~_lD _ · . .LI/ -W ""'IN 1: I /. "" ·PH SE:! , 1,1 ' PIPE BASELINE CON T CT/ON ~I \I/ r STA.O•oo ,l, ,,. TEMPORARY/ ~NSTR. . ,;j} _ _ EASEMENT /'/ J @ sn-::12.-41! ',M,...m I\ t / '/ Q \ rl§B10BM~o ,.: _../.; 0 © F!ELD LOCATED ,,,. , 'b Q // I -.\ -10<-;;:...--I ,,;.--.... ;:.. ,,..... ' Q ,,...-?,-,.,.... ~ B.P.A. ACCESS ROAD (DIRT) 0 ,.,,,..,,. ... .,... I ,, :.,"',,'),' . ~ //,/ . /· /,,. ...... ,,....,.,,. ,,., / ... ,,.... _· ,, ,,. 11\ -,.,........ ,,. ... ··"5.... ~"' 34-3.50 . Eltl. BASELINE INFORMATION LINE (i) BEARING DISTANCE ssa.-ss-zoE 34.!5.28. ~I'\\.~' /// "\ ~9.{9 • --~Uf1llft1&2 E18B1028 .. 'io80 ·~---/(~:· . l,l,f\l. JDIUI? UP· 1' / ,, COTTOtlll/::-SPs!KE lN 3D" '-ST/\ 22+01.2 l!OB IJOB H \6!1837.071 El6B11<11'.l.700 SURVEY BASELINE PIPE BASELINE :,: u ~ ::;: ~ IOD l!!O C.) MH. No.I STA.3•15 C) INSTALL STORM DRAIN ,,..,_ I ~,;:---I . TAX LOT · / ,1.tY • • "'.'.'_-' r/ '28' _,• ------\!:.91 vr\J!E··y FAIRE II :; MANHOLE, TY PE 2, 54'' DIAM. WITH SOLID '· U.S.A. (J'.'. LID -···---'---/ . ·< LL I~ /i -~ I I ./ MH. No.2 STA.6•59 INSTALL S.TORM DRAIN . ,./ -1 MANHOLE, TYPE 2,72" Q" DIAM, WITH DEBRIS ~-9-·/. ¥! INSTALL 2,595 L.F.- 30" .DIAM. HDf P INSTALL 3,(,4 L.F.-2,(,"' DIAM. CONC., CL.:2: NEll<,26.:23·5 -1--i 'Y 1..,-w•-:. 1 i1 NWl/4,25·23-5 il h! -\ f; • BM, scr R.R. SPIKE IN [. SIDE or 24" HEMLOCK UP 2' BOFT S. OF' ,t..C;C£SS RD, ELEV. 4113.88 I I swalour l< MRRIER. , lg; //:~of ~ /4_ ..... ~-./ .. ::-- './'- "--~. STA~ 10 .. 10 !!3/ PERMANENT EAS£MENT LINE (TYPICAL) NOTE: ALL STRUCTURE LOCATIONS ARE ~NCED TO PIPE BASELINE.NOT SURVEY BASELINE, CPEP HDPP & I j / INSTALL PIPE VENT SEE rTAIL@ RECORD DRAWING This drawing represents the results of U.S.A. Is j CALL 2 DAYS / BEFORE YOU DIG / . ,800,424· 0 IIATI! · construction; it does not further imply or warrant that facilities shown are "as built". Future work Involving these facilities should be supported by actual field location and measurement at the time of the work. REV1SION " ,r'·,-~- TRACT 'A" (DELCO GROUP) ABSREVIA TIONS CORRUGATED POLYETHYLENE PIPE HIGH DENSITY POLYETHYLENE PIPE ® XNQ COUNTY DEPARTMENT OF Pll3UC WORKS PAIA. TAIWCA, Dfl£eTOR SYRFACE WATER MANAOEMENT DIVISJON SUMMl!FlFIELC RAVINE STABILIZATION {SA 169 .& 161ST AVE Se) I DRAB/IAGE FAGILITIES PLAN I ·I APPROvm......J.ABBY ........,.., t F DA~ flECDMMEKlED KEH GPESSFT DA~ DESl[ffPI KSI ~ PR0.ECT NO .....f9'l;lI. NAWHM MEftfff Ht Cl AFOffi:W'BE ~erm:~~3.0F1~_ JJJI 2-S 191;\.iJCFICl 2000-97R !~ ~ BASELIN IN ORMATION LINE BEARING DISTANCE L; N!1-4l-34W 256..79 l9 WH--50-lJW 288,88 LIO N19-!15--+4W 230,10 Lil N04-.\0-59W 21s,9·2 I ' L12 N48-40-1SW 42147 I STA:22•15-140 l:F. 4" CPEP ''-"· I f ... y ,-A I Of:"' V /-.J... L L.. t. l~ · I 1 ~ __ l I STA.24'36·150 L.i; 4" CPEP OUTFALL FROM FRENCH DRAIN TO ·ST-REAM TRAC T "A" (DELCO GROUP) STA.27•00-150 L.F. 4''.CPEP OUTFALL FROM FRENCH DRAIN TO STREAM OUTFALL FROM FRENCH >--~ DRAIN TO STREAM 3'x3' ROCK SPALL PROTECTION 18" MIN. DEPTH ITYP.) l'1 .~ I, STA}j,5j TO STA.2,;03-,--. 10' TO. 40' LT. STAlilfUZE BANK WITH W11:LOW . CUTTINGS.SE~ DETAIL~ \.V; -~- -------" 3 O" .DIAM: l:IDPP MH. No.3 STA.33•90 INSTALL STORM D-RAIN MANHOLE, TYPE 2, 72"' DIAM. iNERGY DJSS!PATOR WITH DliBRIS B·ARR1E:R --· --· ···--· STA,32•20 END 30"' DIAM. HDPP. EXTEND 3-0 L.F. INSIDE 34" DIAM. HOPP ~-1i ~ 0.M, R.R. SPIKE IN 20" ALOER lJP 0.5n ELEV, 1~.92 "' 0 l"'\.rWEtl ~ \! t ' L i::· y r: .A I ") E~ I vAL -~-r ,:..\ f .... MEFtlDIAN KCAS ' '1.;. SCALE IN FEET '"' ii --··t'c·-,··~1[ ... 1 C (...,,,[ li\/ V' -·t-(1... .. l .. ,,. .JI 1 l ·-I .. L. . .J Pl 1, T . --,--~. t P/-JA cE rr· . 1H~.)"' l (DELCO GROUP) / / / /!? ' ... ,,,, . ,,,.. ,,, I "' EXISTING c.e. TYPE 3 W/ SOLID LID -TOP 1.39,61'.J:-,,,._ 161ST. ,, 24" CMP SW IE ,lJ~-· "1·""" N· " "'·' ENO. PHASE I' SJ Sic. ~ex,S~CONSTRU6TION ,0 . SEWER MH .. · ;----. . . I MAPt E. ···· . / {SR-Xfl te:y ),/ ~-INSTALL 16' L F.----=!L_ "" 2'" DIAM. HcMP ,' CONNECT TO EXISTING MANHPLE / ~ INSTALL FILTER'.~ABRIC FENCE AT so· INT~VALS ACROSS DISTURBED ~{'IE,>.. I TYPICAL 6-PLACES) SURVEY BASELINE 6"-8" QUARRY SPALLS c.e. No.2 STA.34•69 2' MIN. DE:PTH,12' WIDE INSTALL CATCH !BASIN SEE SECTIONffi . TYPE 2, 72" DIAM. QQT' NQU,PIPE BASWNE STA.34-69; INSTALL JUTE MATTING ON DISTURBED AREA !TYPICAL 5 PLACES I ~ --. sdRVEY, BASELINE STA.37-98,135 RT. 'INSTALL " L.F.· I I I 30" D!AM. HCMP I INSTALL 19 Lt:· I 12'' DIAM. HCMP SEE PROFILE SHEET 6 RECORD OfMWING PIPE-8ASELJNE / This drawing represeats the results of construction; it !loes not further imply or warrant that facilities shown are ·as built'. Future work involving these facilities should be supported by aollJal field location and measurement at the time of the work. : CALL2DAYS ' 'BEFORE YOU DIG . 1-6!10·424·55S5 ~,ALL STRUCTURE LOCATIONS ARE ff[Fl[RENCED 10 PIPE BASELINE, NOT SURVEY eASELINE. D~T~ Jt~VISIOH " / / ® KINll COLNTY DEPARTMEtfl' Gr PUBLIC W0RKS PAtL TAIWCA, DflECTOR sum'Aee: WATER MAWtGEMEtfl' l*VISION SUMMERFlloLD RAVINE STABILIZATION (SR 169 & 161ST AVE Sl1) I DRAINAGE FACIUTIES Pl.AN! Al'ff!O~[)An:·.t/lA- RE~EN.Q .. E'SS"'[ DA~ DESIQNF\" KEH tlAESSET "'°""' ""--"""" SIJIVEY HO.~ SM:EI' . JAtJ .2 6 )g9S, l~ICRQ 2000-97r- i ~- 510 ;10 490 480 +---+, .-.---, ; ' 1 · · . t-----rn •>s '"-I . . . . J "-"-.. +-"I =1 ' ' 4 ~· I I I I I I ) ,;j ;"'"'t"'. ,: ' < j j j lc•c,~, '.lffi~ -: I 1,,; . / , , · ; :'}~~ :'1-:c ······1 1Jw ::'l cc:T . ····-· .. :~~~~£ :::::: :i:::<:t::;::::: 5::ii\ {}}!---... . . . . . . . . . . . . . . . . . . I ::::::::: ::::::::: 290 :·.::.::::):.:".'. 1---"""-=-r-I I .... ,. ...... i I-I I ~ ..... ·····1· .. ~--.-1········· I , . •••••<11 ··•.: • ... ,. 1· ; .... :::c.:::1.: >• •• ••••• I · 1§ 00 --••••••• i$tbo 2dt d J · , 22loo -'"' m"~ .. . .. " :'::-.: !\-.>::::::: : :· ~ KNO CG>UHTY J:lEPARTIAENT OF PL8UC WORKS PAIL TAN.Ut4, DJECTat Sl;IRFA.eE WA'l'ER MAN.Mi!MENT DIVISl0N SUMMEFIFll!LD FIA VINE ST AB1LIZAT10N (SR 1611 & 161ST AVE SE) I DllAINA$!! FA<l!UTIES PROFUI ·: I Am\OVSI I J.BRY O'PP"!IS p F DATE ~Mll' RECOMMENJSD KEH ARESSET !)A~ .CJe!;l(l/,m KElftif!E$$ET DRAWHL>•bJLI!l_.."'""-~--- PROJECT HO Bl!'IPp SIJI~ NO.ll:ll±.1§. SHiET 5 CiF 1! . JMt :2 f~{ ~-P 2000-Q7D i~ : ~ !.. ·:::j _1§_10-~Tj--I :c,1 ·o .. '"'I "' ,J§QJ I --j '"11.1+- l :!: [ . -, ... ... I : : : • !>ii~~L C91/rT;~\JrTl)?h ~911!~ • , . WAl'rrlNG~FMA'fi:RIAls\VIL4Bli · i'' .1:.· ..... "·1·: .,. ·~-·· _·::..:.cl::: : :, .. : · :,::·· . SUMMERF11n.DRAVINESTA8ILI-ZATION .1 l,::::F:: t .,-1---T--i~ Ti~~i +••··r.;;.~;;,,..i····t• LI 1<1-~~8~1~P =1,=:==:~.a .: .:··:: '·,::''!< '''2·e1o.'o'• '•I•' :'!>,: 11 30 oo 1' I I •••3·2·1 o : 1•1:.;o·ll-'ffl.W.:.j: 1· ····I· ··,·~ ._. iQq . ... .. -. --~ .-·! .... :Pc -g. :.):· . . I . . . I . . I> DAT£ RE:VlSIDN ~ ~ l'RO.ECT NO...._fllliQll ~NO.~Sle""S 6 ~1 DRAWN M I lfit!'iER ~ 'JA1-;,)~' .~FIQ. l')IV\f\ n"7~ !; j! :t i ~ 1/1:!l[I~ Hl"E: Ill:=, :;::(~I (\~Ul~lll'S:1U,:: -b 111 ;:;:111:=1J':':n1 \\\'s:-111~ 1Us:::I~ -,::.\H~\U~I~,:;: \\~-\-:;:.\\\~\\\,::. !f!¥ll~/(f~f/!~l!!tfti~1 ~1rf: ir/:1~~ ~\~ ~1G Ila? ur~1111~n1~111~ u11e1nl~11~1n ~ 111-e 11, CONCRET&: LOAD DISTRIDUTlON BILOCK(1'N1'•8''} ::;. \!,. \11 $IL~ ...--:,,-111-:: .A"\3( --~ ----15' ANCHOR ROD --__Manto Ra.y MR-1,EARTH TOGGLE AµCHOR OR EQUAL 11.. RE:MOVE EARTH !Ill v~~ / BEFORE ANCHOR /', !NSTALLATIO.N THEN ~J>BACKFILL ·ACCESS ROAD f4.i. Y ----~~~~,r~im=lT~""fil,,,;:il,t,iiTla"illl:!iTeTil"F.i)JT=.~Tll)- ?7r=rri '!"!ill~IH,.Jll:Offlc:"11 i!:ll/=ll{=1Ha...,, ,;;,1~l!.iil~1J1sam~/fl:!:!II/.,. jii;,ili,ill'! GRAVEL BACKFILL if1~1,;:11:;s.i;i,,im§iittj; FOR DRAIN 11"="u1:=111 ifr;~~(l1~ -30'''diam, H.D.P. P. ·32" dietm. HALF SECTION STEEL PIPE, 3/8" THICfS'. x 12" WIDE LOAD DISTRIBUTION PLATE 111.liilJl'S/ "' 5/16" STAINLESS STEEL CABLE S/l6°' CABLE CLAMPS ( 2} .NQI.f. ~WHERE USED,ANCHORS SHALL BE SPACED 10· APART 21::_1 _..., ' 72"MANHOLE 69'" 2 4 •• CONCRETE (trom wetland) lr'LONG 1-1/i,"diam STUDS. ANCHORED 8''1NTO HEADWALL. JO"diam. HOPP. l~,11 CL-JS= /! :j f"Hil 11 i i . ~tt=-\( )C TRASH RACK ~ 3/4" diam. SMOOTH BARS / GALVANlZED. 30 .. C MP SECONDARY TRASH RACK 3/4" dtom. BAR (to eollect ( 2" clearance to all ob.jeC. FRAME. streamflow) secure with suitable size. 7.5" BAR padlock.) lI::) SPACING. SEE DETAIL\JQ.) 32""0D. STEEL FLANGE !SEE DETAIL BELOW) 40" diam . CUTOUT SiOLDED FLANGE ADAPTER 132"0DI CAST -IN -PLACE CONCRl::TE HEADWALL 3P" DIAM .. H.D.P.P. ANCHOR DIETAIL?P NT STA.13•S0 TO STA.1••30, STA.20•90 TO STA.21•10 ~ STA.22•50 TO STA.24•10, STA.26•60 TO STA.26•90 STEPS H.D.P.f? TO MANHOLE CONNECTION PLAN· DETAIL EB rnASH RACK ~I 69"~ 1~1 0 ~~.~ / 5% sfopeo CMP 30"diam.(with flond inlet) CAST-IN-PLACE CONCRETE '~, SECONDARY TRASH RACK--------- (2" tleerance;II objeets) SEE DETAIL 1 to 72 .. DIA -MANHOLE- TYPE 2 I' THlCK CASHN-PLACE CONCRETE, poured after steel .Jlan9e Qclaptet' and nuts are inStolled. ..., ,s .. 476.2 _ 475. 18 .. 28" DEBRIS CAGE-SEE SPECIFICATIONS NTS PACKAGE FOR CONSTRUCTION DETAILS ~ FORME 1 ~. fO FIT MANHOLE GROOVE t:'::"1 ~---NON-PERMEABLEI .. COMPAC1'ED 2 2 SEL.:CT NATIVE SOIL.MAY 1 1{2 1\.( NEED TO SHORTEN EXJSllNG ' ,, CULVERT. -_,SUPPORT BRACKET i.'t) .. 24" diam. CONC,8ETE { from w.etlond) !-1/-4" STUD AND NUT (6) 11" LONG 1-1/4"' DIAM. STUDS ANCHORED 8" INTO HEADWALL TOTAL OF 5 CAST-IN-PLACE CONCRETE HEAOWAll 3/8 .. STEEL S" /3/8" THICK STEEL REINFORCING CLAMP {see detail right) JO"diom.HDPP - 2. 5 "/,. min. slope 1/4 6 1-1 PLATE . ~.. l/2"x 3" BOLTS ~ ~;;----I _r_ ( 2 eaeh side) -J ~ '\. j .........._ !>/8"' DIAM. OLES 12 each side J J.18" STEEL RElNFORCtNG PLATE {SEE DETAIL LEFT) f/2'· diam. ANCHOR BOLTS H,D,P.P. TO MANHOLE N~TS 32" 0.0. STEEL FLANGE 1/2" HEX NUTS RECORD DRAWING N0-2 7" TH(CK 72"' DIAM. MANHOLE TYPE 3 WALL 1/2"' dfam. ANCHOR &IOLTS (9). SIX 6", THREE 12'' LONG. SET 2" lNTO MANHOLE WALL CUTOUT CAST-IN-PLACE CONCRETE HEADWALL 5/9 DIAM .. \:"" "'-. HOLES 30" 01 AM. MOLDED FLANGE FUSION BEAD HOPP. CALL 2 llAYS BEFORE YOU DIG 1-~00·4~4·§555 ADAPTER 32" NOM. OD. N0.2 CONNECTION DETAIL ffi JO.IQ COUNTY DEPARTMENT Of PUBUC woRKS l'...U.. TANA!V,, Dl!eCTM H.D.P.P. TO MANHOLE N0.2 CONNECTION SECTION EB REINFORCING PLATE DETAIL Nf5 EB This drawing represents the results of construction; it does not fur1her imply or warrant that facilities shown are "as built'. Future work invoMng these facilities should bs supported by actlial field location and measurement at the time of the woI1<. - ® SURFACE WATER MANAGEMENT DMSJON NTS STA.6•59 l>.f!ii lttvl$101t n SUMMERFIELD RA VINE STABILIZATION {SR 169 & 161ST AVE SE) I STRUCTURAL DETAILS I APl'l'!O'iEO l&BRYr-PlMN:S p F DATF d'j/f'P llEC~ 'il'HGBF5SEI DA~ ---Pflo.ECTNC?~ PRA ~.EAn.li..KA& Sl.m'E'l'NQ,23-Ul-5-)6 mET 7 OF 12 JAN 2(. ;',_,, ··ck'~:,;f,,,.·. ----------------------------------------------------------------vvu-.:;,11 _ i ' if a ~~ ·- 18":r o·· min overlap'! Fll TE.R F ABRJC- PER:FORA.TED u·NDERDRAlN-124 " PIP£ [XT.»0$ FULL LENGTH OF FRENCH D~AIN 0 J.O"dicm. · HD PP EXISTING G~OUNO ~n~1ilNt@1~11~1iaii1~1r~ 10 FT. M[N ROAD SURFACE\ ' -----GRAVEL !BACKFlll.:- FOR DRAIN 30" DIAM. HOPP EXISTING GROUND IMPERMEABLE CLAY BAG BERM t,·· diam. CPEP PoRMiASLE NATIVE MATERIAL APPROVliD BY THE ENGINEER EXISTING GROUND t· 1 I I ; · _. · · '·. · ... ~31 ----~---~ I \ 6" diam. UNl:>li'lllDRAIN 6'-6" TYP TYPICAL. FMNCH D~AIN C:ROS$,-$£Cll0N DfETAtl ED NTS . S STA.22•15,2s•36,27•00 NTS DRIVE~ GALV, STEEL SAR S !NTO TH-£ GR:'OUNO. KIEF 2" EXPOSED AB&VE PIPE use: 15 GAUG-E STAINU[SS STE:EL Wrn:-E TO TIE THE SPLIT CO\JPLING TO THIE ANCHO'RlN-G SAR$ WRAP THE WJRE THREE TIMH A~OlJND PIP[ COUPLING ANO GALV. STUL BARS ;F' {} ~ 4" DI AM. *c.P. E. P. DRAIN NTS RE.CORO llMiW~~G This drawing '"''eseets ~• results of coo,truclion; It oo.es not fi1r11ter imply o, warrant ll'lat laeilities shown are ·as ••II". ·4 .. dia.m. future work inv.ot~ing Ufese faoilitie.s c P E P Jtl_J •J!kl be s•ppoltell by aeml field ( ABOVE GR'l!ii/!llia and measurement at li'le time Of the work. j 2"0._bove the coupling top /0-i,--~;7'---+1 2" wrap the wire here / fl/' • 20·· I ! ~ I ''"SPLIT COUPLfNG. P-OR CPEP 31'" GALV STEEL BA-RS FOR ANC©-IU NG THE PIPE f 2 LF. I NOTE ,LOCATE EACH ANCHOR 2' S"A'tK FROM WHERE 4" OVEii!:DRAIN DAYLIGHTS r PIPE ANCHOR DETAIL © ; L; 4"diam. ADS POLYUHYloNE DRAIN PIPE (CPEP) * C.P.E.P.,CORRUGATED POLYETHELENE DRAIN PIPE B 1 I I ::1: 1B SECTION jjfg fit' \!1 ·30"dia.m. H.O. e P. PERMEABLE · ·"--._ EXISTING NATIVE 9-~"''_"'"'"'" 30" -= S. UMT. LIMIT CLAY BAG BERM ' ' I GRAVEL BACKFILL FOR DRAIN s·· diam. UNDERDRAIN 30" diam. H.D.P: P. FILTER FA6RIC \ I I \ "o,-FILTER FASRIC ·--;:....=-=.+---· ' ,J 11\_ ~---------<1 .;-;,~~::.: ... ' ' .. ~ .... , , .•.· --~·· 6 d"m. (-----~----<: <• :: ~-~NDERDRAIN , fl[w~it ~ -(_ CLAY BAG &ERM [CPEP) 4·· dio.rr,.. pipe GRAVEL BACKFILL FOR DRAIN SgCTlON NTS ElJ 25' 10· AccrnRD. N. ESMT. LIMIT 1 NATIVE FILL MAU:H.JAL FOOM PIP£ [XCAVATION C©MPACTE1'J WI, 6"' CRUSME1l SURFA~E BA1'E COURSE '¥-NATJV-E MAl[RIAL OF LOW PERMEABrLITY £HARDPAN) COMPACTED 9Q'/, ACCESS ROAD FILL O.ETALL NTS EB * SELECT NATIVE MATERIAL FROM PIPE TRENCH EXCAVATION. CALL 2 DAYS B~FORE YIJIJ DIG 1-800-424-5555 @) KIHGI CalMl"Y J;EPARTMB(I' OF Pl:BLIC WORl{S PAU. TANAIU, DREeTCII SlflFA~ WATER MANAGEMENT OMSION SUMMlffif"lm.D RA VIN&: ST ASILIZA TION (SR 169 & 161ST AVE SR) I S'l'll<U<l>TURAL OETALSI m11over, ! ABBY Ml!OIIS P E ~ ~ DATF t1,!f/y,. l)A.~ DESl~I lfB,I GIIBSEf ORA'WMC!WF•••ll•H>••AR••'-----~ Pl'lo.ECTNO ~ SORVEYNO.~Strn 8 el" 12 IIEVISlON w _ "''"'" --,· 2000-97G, :'f i ~ MAINTENANCE ACCESS WALKWAY m.9 } .. _, .;_· ~·· CONTINUE SLOPE TO INTERCEPT EXISTING GROUND 9' , . .LM!ilT) COVER JT. 5• FIELD LOCATE 9y__./ r ENGINEER STA.17•95 TO STA.22 •60 1· ' TO STA.27•70 -i1 .·?lk-~ I .. ?: 24" ,. ~· SECTt.QN ffi NTS EXCAVATE EXCAVATE EXCAVATE STA.21'10 TO STA.21•90 12· EXISTING GROUND {TYPICAL) TO STA.24•10 10· STA.28 •55 TO STA.29•15 ACCESS ROAD EXCAVATION DETAIL ffi NTS ,.,:_~: :·,/_· .. :,, ~ 1~f~ \,,,1nv~:Tr\ ,j • --CHAIN LINK FENCE --. ·'f [TYP.) . 21." DIAM. CONC . b N EDGE OF WETLAND- MAINTENANCE ACCESS WALKWAY J 2s· NOTE:CHAIN LINK FENCE SHOWN JN BACKGROUND FOR CLARITY. < PLAN ---E:T~O=~ CONTINUE SLOPE TO INTERCEPT EXISTING GR0Uf1D 24" DIAM. CONC. \f I I I J 482.5 /Ac-21 H,fJ"" \iffill C"'USHED SURFACING BASE COURSE WETLAND INLET N S AT STA. 0•40 D4TE 493.0 8' CHAIN LINK FENCE 6' USED OVER WALKWAY ----- 4i1.P 485.0 '!11 J' 12" ROUND SECTION CONCRETE, CLASS '"C" • DETAIL ED FIEYISIOM " Cl/2"' DIAM. FRESHLY CUT WILLOW !BRANCHES ON 5' TRlANGULAR SPACING. "0/ ~,/ ""/~h / ~/<" PLAN SLOPE STA!illJUZATION REPLANftMG DIETAJL CD NTS 9 ® RECORD DHAW!tiLG This drawing represeflts the results of construction; ii d@os not further imply or warrant that facilities shown are ~as built~. Future work invalving these facilities should be supported by actual field location "and measurement at the t;ime of the work. CALL2DAYS. Bf PORE YOU DIG 1·&00-424-5.55.5 KlNll COUNTY EIEPARTMENT (:)f' P1.SUC WORKS PAl.l. TANAIU,, DllSCTI:!11 SlffACI! WATI:R MANAGEMENT DMSION SUMMERFlffi.D RAVINE STABILIZATION (SR 169 & 161ST AVE SE) I STRUCTIJRAL DETAILSJ APPROVfD I ABBY OIBBQhlS P F DAT1' ,r/.4",. ,ec---......,,"'"-------~-"~ DESICIHED KEN O'lfSSft PRAW~~, ,---~---- f'Flo.ET NO fl!l&pT SURVEY NO. 23•.23--~HS S1EET Q OF 12 ------------~-----------------------------------~---------------j'_''_"_"'_·'~_, ·_.,.,,._.· ... oao-:97H H MANHOLE 7'" THICK l" CLEARANCE SEE HINGE DETAIL BELOW 7" CENTER TO CENTER SPACING1 · SECURE WITH-- SUITASLE TYPE AND SIZE PADLOCK STOP BAR ( s1 a·~ gotv. bar set tn monhole /~ l"CLEARANCE-1 I 1-8'' . . 54·• LIFTING LOOP MADE~. . FROM No.-' RE!i3AR. .----:--+~ 12" DIAM. DUCTILE IRON PIPE THICKNESS CLASS 55 I0.,9") OR EQUAL .72" JD. MANHOLE TYPE l 1/4" THICK STEEL PLATE TO COVER ENTIRE BOTTOM OF MANHOLE CONCRETE CLASS ·•c·• VENT SUPPORTS---------. -1/ti" steel. se-e ~ 1/4" AIR VENT LID~ PADLOCK HOLE~~~"··-------;,r,"'\li F CLEARANCE 5/8 .. DIAM. x l2" STAINLESS STl£1EL detail below THflEADED R00,91/2" CAST·IN·CONC. 21/r EXPOS[O (8 AoQO.) WITH 5/8'' LOCKING PLATE----f-.lll welded to the I 9 .. CENTER TO CENTER SPACING, DIAM. STAINLESS SY.Ell NUTS AND LOCKWASHERS riser pipe MADE OF 3//i' GALVANIZED PIPE 3/8" T HiCK STEEL PLATE.PROVJOE 3/4" -~=:~EAOWALL PIVOT BAR SEE HINGE DETAIL BELOW 2'" CLEARANCE OUTSIOE BAR TH.REAOEO ROOS padlock hole _ .!".11; .. M" Dl~M. DIAM. HOLES P'OR 1/2 .. diam~· aligned with f +·1...1:_ lM,PACT POST DETAIL @lockint p~~·N~[-/ NTS 10 SUPPORT 5--3" welded lo the air vent A IR BOTTOM vrEW 72" MANHOLE TYPE 2 36'" O,O; STEEL FLANG~ (SEE SECTION aELOW) lid VENT LID PLAN - 1 t L~-rr·_J_________ 1t;·_ 12" ! .... ;: t 30" DIAM. [ I ~f---.lC-, HCMP_JA-f «·:~--- -· 32·· OD ALI ""'' "·"·-1 I Ill IO MOLDED FLANGE ADAPTER~ 1,ola--o.o.l 12" jDIAM. HCMP ~ ~11--LONG 1·114" DIAM. ',(~ / STUDS ANCHORED 8'" INTO H_EADWALL PLAN: VIEW (DEBRIS BARRIER NOT SHOWN) AIR VENT LID ELEVATION RECORD DRAWING This drawing represents the results of RISER PIPE GROUND~. "'"'Ill@:, ffk ,(//,nfft',,ff/"{, ~ ~I 30.'dio. HD PP AIR ~ VE NT SECTION S IE CON DARY TRASH. RACK DETAIL @ construction; it does not fu1her imply or .. u s warrant that facili!ies shown are ~as bui!r ~ 31 8 N T~ Future work involving th~se facmties NTS ''-.. ,THREAD INSERT TO THE MANHOLE WALL AND HEADWALL ~ ·l/B" THICK GALV. STEEL PLATE. WELDED ON TO SECONDARY TRASH 4-117 d 31£ l/4''! r ,--L, hl ,e RACK'S PIVOT BAR OUTSJDE BAR-., (stri:J.ight on the • headwall side curved on the opposite side ) WASHER COMPACTED BACKFILL 90•1.-95•;, MAX. STAINLESS STEEL (HINGE BOLT s1a·· • 3" ./PIVOT SAR 6 ... , .. QUARRY SPALLS .!l!.Qli_, THIS MANHOLE le,\ CGN.JTRUCTJON SIMJLAR1 f;: SECTION C should be supported by actual field location and measurement at the tfme of \ tho work. \ RISER SECTION~ .. / 3/8" CARRIAGE BOLTS__.....-------/ stainless ste-e-1 /'-.._FILTER FASRIC MIRAFI ~oox OR EQUAL 3" BLANKET LAYER NATIVE MATERIAL PADLOCK HOLE LOCKING PLAN I / / PLATE VIEW /J/8°0 PLATE ~1-~I [J}·· ---~Padlock hole. aligne-d with ve-nt support hole LOCKING PLATE ELEV EXCEPT WHERE . CALLED OUT, .TOffi 18"~ 7 - AIR VENT IMPACT POST SEE DETAIL ffi \.)Q) NTS ~--f~7Ai: ·,.... -;.~.i,/'·";i.'.:~·:~ ... ·~.:;..,.· ... ::_,:._;~ DETAILS ffi @ 1 CALL 2 DAYS BEFORE YOU DIG 1 ·8.00·424-5655 ® KING COUNTY li)EPARTMENT 0F PUBLIC W0RKS F'All. TAHAKA, DIAl!:CTOR SURFACE WA'TEfl MANAGEMENT DIVlSION SUMMEl'!Flfil..D RAVINE STABILIZATION . (SR 1o!i & 161ST AVE Se) .D.P.P. TO MANHOLE .. N0,3 CONNECTION ECTION [ S1RUCTURAL OET All.SI HIN GE DETAIL @ NTS NTS STA.33•90 DATE iitv"iiioN APPAOVR> ! ABBY PIJBflNS P E OA~ RECOMIEM'ET) . KBf OOfSSfI PA TF a IC. /to ~ PRO.:Ee:T NO .....!!!!!!m. .DflAWH A EADH KARA SU\VEY NO.~ Sl-£E1' 'tO OF 12 I, /AN.;. ,11.1,,:~ . I , ' 200()-971 TASK3 FIELD INSPECTION Field visit were completed on February 14, 2008 and August 29, 2008 for this study. The site and its downstream area are walked. The site was developed as a mobile home park during 1958 to 1960. There are approximately 40 mobile homes in the site. There is a stream running along the south and west boundary of the site. The SR-169 south side ditch runs westerly along the north boundary of the site. Onsite runoff drains to a ditch along the south side of the SR-169. The proposed detentiow'wet pond for this development will be located in the northwest comer of the site. The outfall of the pond will discharge to the SR-169 south side ditch near the northwest comer of the site. Along the frontage of the side, the ditch is approximately 3' to 4' wide at the bottom with 2:1 side slopes. There are two 12" concrete storms and a type 1 catch basin at the site entrance. At approximately 70' west of the west edge of the entrance, there is an 18" concrete culvert crossing under a short asphalt driveway. Near the west property line of the site where the stream (0313) joins the SR-169 south site ditch, there is a 36" CMP culvert that crosses under the SR-169 and discharges to the wetland area inside the Cedar River Flood plain. The outlet of the 36" culvert is approximately 300' away from the river. The river surface is approximately 100' wide along the frontage of the site. The 118.5' long 36" culvert has a slightly reversed slope of 0.2%. The inlet invert is at 117.02', while the outlet invert is at 117.27' (Vertical datum NAVD 1988). Due to the reversed slope, the inlet of the 36" culvert is nearly buried by sediment. West of the 36" culvert, the SR-169 south side ditch starts again along the frontage of Valley Faire I draining to the west. There is a 24" CMP culvert crossing under 161 st Avenue SE. It drains westerly to a type 2 catch basin at 161 st Avenue SE and then to a 36" concrete culvert that discharges to the SR-169 south ditch that drains westerly along the frontage of Valley Fare I. There is an 18" CMP culvert crossing under SR-169 approximately 20' east of the east inlet of the 24" CMP culvert and another 18" concrete culvert crossing under SR-169 at approximately 200' west of 161st Avenue. Thus, if the 36" culvert is under capacity, the SR-169 south ditch will continue drain to the west and cross under SR-169 northerly at the next downstream culverts. At approximately 3000' west of 161st Avenue SE Madson Creek crosses SR- 169 near 149th Avenue SE through two 7' wide x 3' high concrete box culverts ( one for normal condition, one for overflow condition). At approximately 800' west of 140th Way SE, Cedar River crosses SR-169 under a bridge and drains to the south side of SR-169. Thus, the SR-169 south side ditch also drains to the Cedar River directly near the bridge. There is a water quality wet pond for the Woodside at McGarvey Park Division 5 and 6 located south of the site. Water surface of the pond is approximately 350' (north to south) x 80' (east to west), water quality depth of the pond is 5.35' according to the as- built drawing. There is a 36" culvert that discharges into the pond near the north east comer of the pond. The outlet of the pond is located at the south side of the pond. There are 72" diameter manholes with beehive tops ( overflow at elevations 485 .40 and 485 .50) located at the south edge of the pond. The west one has a weir in the middle to control water level ( overflow at water quality elevation 484.50), it has a 24" pipe inlet for normal operation and a 12" pipe inlet with shear gate to empty the pond. The weir has an 8" 7 drain pipe with shear gate to empty the pond. This structure has a 36" outlet pipe that drains easterly to the east manhole. The east manhole is a primary emergency overflow structure with a 36" outlet pipe. 100 year water level is 486.20. The 36" outfall pipes runs southerly, then westerly to an 84" diameter type 2 catch basin (MHQlOl). This catch basin also picks up runoff from the Summerfield Creek and runoff from a detention pond and a wetland at the west. The catch basin has a 24" outfall to the Summerfield Creek and a 2595 linear feet 30" HDPE outfall that runs parallel with the Creek as an overflow bypass path for the Creek (Summerfield ravine stabilization project). Summerfield drains to sediment pond near the south cul-de-sac of 161 5 ' Avenue SE. The sediment pond has a 24" outfall that drains to a 24" storm line (for normal flow condition) that drains to the type 2 catch basin at the intersection of 161 '' Avenue SE and SR-169 and then drains to a 30" concrete storm that discharges to the drainage ditch along the south side ofSR-169. The 30" HDPE bypass storm drains to a type catch basin (CB#!) near the sediment pond and then drains to another 24" storm line (for high flow bypass) that runs along 161" Avenue SE and drains to a 30" storm that crosses SR-169 northerly to the Cedar River. The two 24" storms running along 161 st Avenue SE has a 24" storm link at CB#2 to split flows. The water quality pond also has a secondary emergency overflow weir at the north edge as secondary emergency overflow path. Overflow elevation of the weir is 486.20, emergency overflow water elevation is 486.70, and top of berm elevation is 487.00. The weir overflows northerly to the stream (0313) that runs along the south and east boundaries of the site. The south and east sides of the pond were constructed with cut, while the north and west berm of the pond were constructed with structural fill up to 3-4 feet high (keyed). The high flow bypass system together with Summerfield Creek and other storm system were design to handle the 100 year storm for the surrounding drainage areas. No capacity or erosion problem was found along Summerfield Creek from MHQlOl to the sediment pond. No sign of overflow was found downstream of the north overflow weir of the water quality pond. The berm of the pond is in stable condition. The overflow weir was designed with the capacity to handle the 100 year condition. The overflow elevation of the weir is set at the 100 year overflow elevation of the two beehive overflow structures at the south side of the pond at elevation 0. 7 foot above the overflow elevation of the two structures. Thus, the chance of overflow at the dam is very low and the chance of the dam will broken is even lower. Once overflow happen at the weir, the 100 year overflow rate is approximately 12. 77 cfs which will cause erosion problem in the unnamed stream (0313) and may cause flooding near the south side of the site. There is a ditch along the north side of the SR-169 between the street and the trail that runs parallel with the street. There are drop inlet catch basins at the bottom of the ditch every couple hundred feet. These catch basins all discharges to the wetland area in the flood plain of Cedar River. Other than the sediment problem (may be under capacity) in the 36" CMP culvert that crossing SR-169, no other erosion nor capacity problem was found in the downstream system within 0.25 mile downstream of the site. The 0.25 mile downstream point is located near the west boundary of the Plat of Valley Faire. 8 Basin: Geo&,« R / vey I . $y1T1bOI ' ~.,c .. LJfi.\!1!119@ . 99mpq(lem TYp~; N11m11 1 11nd $!;.r;e 1 : ~e~'!'fl~P Tyw·sh~er11iiw,~\v"!e; , . ~1r~wn, c;Mnni;:il. Pipe, I pon<:!i ~lf~,i-~iamet~r 1•• surface area OFF-SITE ANALYSIS DRAINAGE SYSTEM TABLE SURFACE WATER DESIGN MANUAL, CORE REQUIREMENT #2 Subbasin Name: ~ R:ve,y Subbasin Number: Qrnln11gi! ·:s1op~ . [li§tai'we ·., l;l!l\ltln~( ·. f>gt~1111111 . Q!)s~rvatlons of field G!lmP9ti@nJ . . . frpm sit11. · . f!r11!>leri1s f!r91>1~ms !n11p11ct9r, res9urce Oe.11.crJptlQn dl1;1cti11rge · reviewer;:or resident draln;,gi>'ij~µln; vog~1al!on, •·'l-. . l4ml ~•LS~O.ft . oqnsfri!;!lgµs, µ~<l~r•p;iP.ijC!1y; poi)(jing. tr!l:lU!ijr(~r~;,;'Jike!it,qod of problem. ··-':'gver,: Qe~tti, type '6! ijE;irwltiye · · · gy~rt0Ppi~gd!~oqinq1 h~Plf~fqr l:)rg&nl~m-, 8y~rtl~w. P.9l~W~Y~. potert_i~I impacts · iii'~~. vg_lurn~ c;!4ii~trucH9~i'-~9~L!f!rJg,-~~JJ:k :;;l.9y~hlng.-· · ___ se(!lrnentaliori. incision -other !3rosion A I s, ~_j;>CfflN'fu't' I I I 0 A J3 ' •, L-YoG6. 0wl u,tatl,(' I 1 ,_1_3, __ -:c-;~;'ir~ut-4:~'t,-f, Jou ~rlf;#lhi.>,[t--'t1'---.=2,-'"o'-"'~' __,_.1.,61"'i'--:-,P=~~L4.rtL-i,Li.1!-i.!2~LJ-t~w%-.-....,a~~µ,L~__J w·wp t,,,,,, 4( I f o_"' :, O O ~ Lo-n, ~--l7 \I@': A )'t)JI_ /uo' wic& z. -to!; %r,' ~ / ';u) ~~;» "fi 14-1-fih.Ave~ ----! I I I I --~~- --~ ] ,. I 1 -·----.. I/ J/05 TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS The downstream drainage system drains to the Cedar River. Other than the sediment problem (may be under capacity) in the 36" CMP culvert that crossing SR-169, no other erosion nor capacity problem was found in the downstream system within 0.25 mile downstream of the site. King county record shows the following drainage facilities and drainage complaints within the I mile downstream range of the project site. -~,/~~';:-----' l \ 1J ,' SE,11m-:;r SE1~1S!ST ' ' •, ; ! 1 § + .SE,r.,,osr ' • ·i I, Renton !? ' . 'I, • ...,__ ,11- '~ ... ' ' ' ' "'"OO&Hl f.,D11l2J4 0'912'2 (C1:llllll°'i~"Y ,. King County Drainage Facilities Map 1! !a.l"!Tl!S1 ~-l1!.1~1 - \ \ I,,- / ·_---::_-__ 1:11 _;.l:_e_~~-f>:\_SL . ' < ~ I "'" SE 1"9TkST 111-STST ) 5 ' • • , {>~ ~ .'.,31-,. :...-;i· I t -•· ~ r /, ' ' ' i ~ ,.-'l''\J,. ~ 1:1,' SEffl;INOI\. •.. :?E'".:::-~--c..c..:c_---_S~f~I~ .. ~~ i ~~ \ Ill / ,lro. :--:-! -· ~.,.. -,'.~ ' ' I ,-.. -.... __ ,.._c1.)·--~~ Sl'RENl?!-1"1~ ! King County Drainage Complaint and Surface Water Engineering Projects Map 9 Rec 11 Commercial Stormwater Facilities Facility ID Facility Name Faclllty Address City Date Easement Dedicated i Right-Tract i Facility Type Parcel Accepted Tract ! of-Way ' I 098201 Emerald Crest Mobile Home Park i15400 SE 155th Pl :Renton ,o ;o !0 : Pond. Trench 2329780000,2329780010, aka Condos THRU, 2329781050 JD98844 :Aquabam Apartments : 15300 SE 155th St 5/4/2007 lo 10 r·o 2323059209 I !D96735 i·-io -!i> -------[ Bioswale, Pond, , New Life Church 15031 Maple Valley Renton 6/13/1994 10 , 2323059021 Hwy jTrench 1DT0047 i 04-009 14901 140th Way S 10 i-1 0 I Tract A jPond 2223059163 E _:__ Residential Stormwater Facilities Rec iF3c111ty ID! Facllity Name : F~Ciiii-Y"AdcirG_SS_ICityToat-;i~~~Pt~-d-lEas8;e~roec1iCat;d T-~act-jRight-of-W~y j"T-;-acti-Facility Type -Parcel 1092884 IAAA 2YR-B0No Pi~~-ee_r Pla~~/~~3~'. __ 1_~_5_th ~~~--~~ i-_-__________ --___ -_io 1-1 fa -iB I Pond, Trench ]68061200750 · Neighborhood Drainage Projects )Rec-lCorriPia-1nt T;-aCkinQ-iii-~-p--;:~j~~t-Ad~i~;~-~ -iP~;j;~t St~t~;·1ve~r Co~Plet~d 1 ,1 94-0447 15705 SE 157th St!Completed 11994 Regional Stormwater Facilities --1 --------- Rec Facility Name i Facility Type !Type of Surrounding Sensitive Area ;1 Summerfield Sediment Pond I Sediment Pond ILinclassifi~d S-tre~m 11---js~-;;.~-~~;id--Ravi,:;-e Stabilization Phase 2 iEnclosed Drain :·un·c1aSsified Str~~; '.1 ! Summerfield West Drai~ag~--i~Pr~ve~ent 1-Enclo-sed Dr~in i Unclassified Stream- !1. jMact~~n-Creek Sediment Pond isediment Pond !Class 2 Stream : 1 _J~ads~n C~eek ?v:rll_~~ -~-~~-~"-~! Ch;~n;1·-----i c~;;-£ St~;am '1 ! Madsen Creek Habitat Channel ;Channel ! 100 yr Flood, Class 2 Stream Surface Water Engineering Projects Facility Address r Project Number[ 16100 Renton-Maple Valley Road j DR0571 16100 Rent~n Maple Valley Road 1DR0573 15705 SE 157th St "jDR0574 14900 Renton-Maple Valley Rd 1DR0536 14900 Renton-Maple Valley Rd !DR0535 !14900 Renton-Maple Vall~Y Rd 1 DRD534 Rec i Project ID Number I ----. -Proj~c·t·N;~~-··----------·-·pr~g-;~-~ I ii"roj~ct Start Year i Project Finish Year I 1 ;BF1095 lcavanaugh Sp~wning Pond SHRP :2001 1:w04 1 i1L2085 !Yost iNDAP 12004 · 1 i86317F , Madsen Creek Monitoring of Ravine project! LCIP i2005 10 :>I, -fr ! Rec! Project ID Number '1 . S.iirfa_ce_wa.ter E11g inee!i11g Projects Project Name I Program i Madsen Creek Northwest Tributary Stabilization j LCIP IMad;~n Creek-8~11 Diversion-Modifi~ti~n ILCIP 86317F_A 86315F !86313F _B :86313F TM;d~~n--E~~k-Dr;i~a9~ c-~~~~y-~-~~;--1~P~~-~~~ent to West Trib iL61P '1 i1 f 86314F I Madsen Creek Regional Detention Pond ILCIP I Madsen Creek East Wetland overflow fLCIP Drainage Complaints 1999 2001 2005 11999 Project Start Year i Project Fini~h : Year '2004 2001 ,2003 12001 . Rec 1cOmplalnt No Problem !Type [Recd Dat8 Close Date! Address.. . PIN Comments , 1 -l1990-0589 :FLDG C 12/12/1990 3/23/1990 .ISE 16405 MAPLE VALLEY HWi23230590291/CLEVENGER STORM EVENT '2 , 1990-0638 1EROSION iCL 12/19/1990 12/11/1990 I 15273 BIRCH DR 12323059029-iCL#12911 WONDERLAND MOBILE PK DUE OCT ,3 j1990-0692 IFloG [cL j2,2811990 121111199oli5277 BIRCH DR 2323059029 ]cL#12942 WONDERLAND MOBILE PK DUE ocT 11 -r1990-1128. IFLDG [CL. f711611990 ·10/4/1991 lsE 16126156TH ST 8856890310[MUDSLIDECL#13375 f 1990-0291 tERostoN fc 1111111990 1211211990 '•• 16136 156TH ST 18B568eoioo [suMERRFtELD RID PONDtSTROM 1 11990~0589 iFLDG !C -!2112/1990 !:J/23/1990 iSE 16405 MAPLE VALLEY HWj2323059029 [!CLEVENGER STORM EVENT 2 ·r1990~0638 I EROSION 1cL ·12,19,1990 112,11,1990 '15273BIRCH DR -j2323059029 ICL#12911 WONDERLAND MOBILE PK DUE ocT 3 11990-0660 1 MUD le 1111211990 f212811990 .sE 15131156TH sT · j885691005oj1N rnTCHITRAtLER PARK/ STORM. :4 -T199Cl-06-92 FLDG CL j2/28/1990 [12111/1990 15277 BIRCH DR f2323059029 ICL#12942 WONDERLAND MOBILE PK DUE OCT 1 12000-0288 1 11999-0065 1 [1'990:0552 2 11990-0598 ~ 11990~0256 1 2 [1990-0653 · 11990-0298 ! i 990-()208 '2 i 1990-0654 1 -Ii 990-0-i 36 - ,2 11990-0137 3 'I 1990-048() 1 i 1990-0131 j MMG !C '4/26/2000 [5118/2000 :SE 16115 156TH ST f 885691()02ClfrOPPING OF TREES WITHIN SLOPE EASEMENT. !PLG POND jc j 1/22/1999 !215/1999. i 15608 161ST AVE SE 18856890290 'SEEPAGE GROUNDWATER IMPACT PROPERTY --1 MUDSLIDE I CL -i 2/6/1990 i 7/19/1990 iSE 16104-156TH ST 8856890350 i CL#12836 SUMMERFIELD !FLDG/MUDjcL 121811990 711911990 !sE 16104156TH s'r 8856890350Tci.1112a14&11i2s:i6 SUMMERFIELD · 1suDE ___ Tc ____ 1111111990 12,2a,1990 ,sE 16020 156TH sT !88568900101suMMERFIELD RID POND FAILURE/STORM 1 !SLIDE ICL 12/22/1990 i?/19/1990 SE 16020 156TH ST T8856-890010jCL#129211SUMMERFIELD . . ! EROSION le 111111990 1212811990 ; 15603 1 a1 ST AVE SE [88568902io lsuMERRFIELD RiD POND/STROM·· ;MUD C -·;1110/1990 f1t1t1990 1--5-6()4-160TH CT SE [8856890250 SUMMERFIELD POND FAILURE/STORM !FLDG/SLD iCL i2t22/1990 jMUD IC [1/9/1990 IMUD Tc -· li19/1990 [FLOOD! NG jc:L i 1/30/1990 jMUD IC 1119/1990 [ 7 /19/1990 15604 160TH CT SE 11/1/1990 15610 160TH CT SE 1/1/1990 15616 160TH CT SE 7119/1990 15610160TH CT SE j11111990 15616160TH CT SE 18856890250 ;CL#12920 /SUMMERFIELD '8856890240 ! BERESFORD CLM/SUMMERFIELD WASHOUT/STORM . -'8856890230 i BERESFORD CLM/SUMMERFIELD WASHOUT/STORM 8856890240 ICL#12826 SUMMERFIELD 88568902:JO[sERESFOR() CLM/SUMMERFIELD WASHOUT/STORM I * 'f'o"fENTIALL. 'f 1<.c-L.S vAN"f 11 Drainage Complaints -; -------~-T ·r ·---~---· ,-·--------------··-··-·· ... Rec j Com,:~amt ! Problem I!! ! ~:~: ! Close Date . Address PIN 1 i 1990-04 76 -I FLDG --!CL i 1/25/1990--i7 /19/1990 ; 15620 160TH CT SE i 885689-0220 I CL#12816 SUMMERFIELD Comments -'t '2 12002-0374 iDTA le 15/14/2002 111/8/2002 i 15620 160TH CT SE 8856890220 iYARD AT TOE OF SLOPE. SEEPS AND SURFACING GROUNDWATER IMPACT TO LOT. * '3 -jz.002:0374 -jDTA--IR ·r5128/2002 li11812002· 115620 160TH CT SE 8856890220 YARD AT TOE 6FSLOPE. SEEPS AND SURFACING GROUNDWATER IMPACT TO LOT. ~ ;c- 11990-0477 IFLDG -ICL!112911990 17119/1990 !15621160THCTSE 1 8856890210 CL/112818 SUMMERFIELD '.1 )199-0-0100 "/Muo · ic 1111011990 :11111990 ·11561? 160T·H CT SE· [aa56-89ci20o ISuMMERFIELDRJD POND/STORM '2 11990-0708 IFLDG/M 1 CL ;31211990 711911990 '115617160TH CT SE 18856890200 1SUMMERFIELDICL#12952 IDS . ' 1 2 :1990-0100 I 1990-0622 11990-0708 jMUD jc 1111011990 !11111990 !15617 160TH CT SE !8856890200 ISUMMERFIELDRID POND/STORM 3 DS ' !FLOG --jci:j2/i511990 -1711911990 iFLDGIM lcL 131211990 r.7/1911990 14 11990-1688 !SILTS [c f 121201199 !11711991 15613160TH CT SE 15617160TH CT SE !l85689019ci !cCi112iio1 ·s-UMMERFIELD 8856890200 [SUMMERFIELD/CL#12952 ·2 '3 '1 I 1990-0622 ! FLDG [ 1990-0869 I FLDG :1990-1688 ISILTS 2002-0631 IDDM i ! 2 ]2002-0631 [DDM i ' 1 11994-044 7 I FLOODI I •NG ' I i 2 -I 1994-044 7 I FLOODI I NG I i i3 !1994-0447 IFLOODI ING [ ;D ! ! 15613 160TH CT SE '8856890190 : HOLDING POND FULL OF SILTS/SUMMERFIELD [cL-f2t15/1990. 1 711911990 !15613 160TH CT SE-!8856890190 !CL#12901 SUMMERFIELD !CL [41911990 ;711911990 1C [12/20/199 ;117/1991 ,o jc I 919/2002 11130/2003 I I [ R [ 11/11/200 ! 1/30/2003 I 12 IC [i;i111994 1,,29/1994 15607 160TH CT SE 15613 160TH CT SE ! 8856890180 I CL#13063/SUMMERFI ELD j8856890190 jHOLDING POND FULL OF SILTS/SUMMERFIELD 15827 SE 156TH CT 88569201w !~~i~~~~~u~EL CONVEYANCE POSSIBLE RESrn1cT1.oN IN CAPACITY DUE TO SEDIM , 15827 SE 156TH CT 8856920120 IOPEN CHANNEL CONVEYANCE POSSIBLE RESTRICTION IN CAPACITY DUE TO SEDIM :ENT BUILD-UP -···-·. ---· -... --·----·-·--·---------~--- jSE 15705157TH ST ,8856920180 :VALLEY FAIRE Ill SYSTEM NOT WORKING '[N :121151199 '1211611994 isE 15705157TH ST ]8856920180 ,vALLEY FAIRE 3 TIGHTUNE D i4 !A I iR [712911994 j1211511994 iSE 15705157TH ST !8856920180 !VALLEY FAIRE Ill SYSTEM-NOT WORKING IN i : I J< 4 -1200Ei:o«ci ·rrRE I F·c·1e,s,2ori6 --· 16i1-9i.26"06 SE 15705-151TH-sT ; 8856920180 1F;11~-~t;~-in/n~ar KC project. Inv found tree down in channel of DRD574. Rick L says homeo S I ! !wner responsibility to remove. ~ f'OiENTIALL>J ~l-&VANT 12 Rec · ComJ~aint Problem i Type ! Recd Date . Close Date Address _[)~ainage Co111plaints _ PIN Comments 11- -')I. ,2 ~13 r !4 -,t !5 ~ ,5 - -jl: 7 !1997-0057 f PIPE IC j1998-0634 jSPRING jc --Ti99&-0634-1SPRING [NOA [1998-0634 !SPRING -IR j1999:01B5-IEASEME fc:: i .NT : -r,ioo-1~0152 !DOM-·-,c -12001-0152 iooM 'R 111211997 11113/1997 ·SE 15619157TH ST i8856920190 SEDIMENT IN RAVINE i9124/1998 ]9128/1998 ;SE 15619 157TH !8856920190 GPR INVOLVED PREVIOUSLY TURNED TOR [91281,-998 110126/1998 ISE-15619 157TH 18856920190 GPR INVOLVED PREVIOUSLY TURNED TOR j912811998 [912811998 iSE 15619-157TH [8856920190 GPR INVOLVED PREVIOUSLY TURNED TOR . !21111999 iJi411999 iSE 15619 157TH ST !8856920190 ERROR (CMPLNT MEANT TO CALL RDS) 1311412001-1 1 312412001-!SE 15619 157TH ST '8856920190 i NO INVESTIGATION REQUIRED. HISTORIC SITUATION. WILL TURN TO AN R FOR POSSIBLE NDAP CONSIDERATION , 3/24/2001 !121111900 !SE 15619 157TH ST 18856920190 NO INVESTIGATION REQUIRED. HISTORIC SITUATION. WILL TURN TO AN R FOR POSSIBLE NDAP CONSIDERATION 8 ;2-002-0421 iMMG -iFCS 16/3/2002 -')I . i I 1615/2002 SE 15619 157TH ST 8856920190 REQUEST TO REMOVE DANGEROUS TREES FROM OPEN SPACE AREA. RESEARCH INDICATES OPEN SPACE IS OWNED BY HOMEOWNER'S ASSOC. NOT COUNTY PROPE [ RTY . -!f !9 j2003.0435 IMNM IC f718/2003 j?/2512003 i 15619 SE 157TH ST 8856920190 REQUEST TO REESTABLISH DRAINAGE CHANNEL BETWEEN PROPERTIES 'lo ii o j:mo3-D435 i MNM IR ! 712512003 ! 51191200:. 15619 SE 157TH ST 8856920190 REQUEST TO REESTABLISH DRAINAGE CHANNEL BETWEEN PROPERTIES » 11 12003-0435}iNM !NOA-!511912004 }l/16/2()()4 ,.. ' iQ I .12 --12003-0435 iMNM 'NDA-'9/1612004 I 121111900 115619 SE 157TH ST , 8856920190 i REQUEST TO REESTABLISH DRAINAGE CHANNEL BETWEEN PROPERTIES ~ I I F ! ' 15619 SE 157TH ST 8856920190 !REQUEST TO REESTABLISH DRAINAGE CHANNEL BETWEEN PROPERTIES -It 113 12007-0296 iRFN ,c 14/23/2007 ·B/21/2007 'SE 15619 157TH ST j 8856920190 Runoff from greenbelt into yard. Open NOA-F 03-0435. Additional TA. 14 :2007-0296 IRFN 15/31/2007 ;B/21/2007 SE 15619 157TH ST !8856920190 Runoff from greenbelt into yard. Open NDA-F 03-0435. Additional TA. - I ' SWALE MAINTENANCE REFERRED TO REGIONAL STORM PROGRAM. iR PROVIDED TA F' "'t OR ADDRESSING SEEPAGE FROM HILL BEHIND HOME. -',( I 2001-0776 I DOM ! !c 12/312001 1111112002 jSE 15601 157TH ST i8856920230 APPEARS TO BE SURFACING GROUNDWATER AS A RESULT OF SOME MINOR SLOPE CLEARING. :2 ~ '1 "'I: ! 2003-0826 IDT A [2003-0826 IDTA I le C 11/19/2003 1·111112003 -i 15643 156TH PL -SE ' 11119/2003 ! 111112003 -!15643 156TH PL SE -'(; foT"&/JTl/l<LL'/ !tEL& VAtJT 8856920240 jWATER SATURATED YARD. APPEARS LOT DRAINAGE NOT TIED TO DRAINAGE 1SYSTEM. 8856920240 !WATER SATURATED YARD. APPEARS LOT DRAINAGE NOT TIED TO DRAINAGE ]SYSTEM. 13 * ~ * ;I;: Rec i Complaint No ' Problem .. r· Tyi,e i Recd Date Close Date 2 1 : 1993-0210 ;DRAINAGE IC [3/23/1993 ; 5/3/1993 ---: DRNG -I CL -I 4126/1993 1993-0302 :DRAINAGE :c----. ------ _ 1993-0210 ; 3/23/1993 ]9(21/1993 15/3/1993 2 I 1993-0302 'DRNG I CL i4/26/1993 !9/21/1993 1 -, 1988--0156 --DRNG -~ Tc j 3110/1988 --[ 6/1111988 ·2 '1990-0776 ·FLOO [cL --[a,2211990 11,1911990 :1--1990~0568--MUDSLIDE [cL [217/1990 ----7/1-911990- '1-1-993:0109 --i'LooiiiNi;[c ___ ---V,-411993 •212511993 2 .. 11993-0109 ii'LOCJDING !RN -IV2511993 41211994 1 !2003-0804 IWQAI !V'fOA [1111112003 16130/2005 2 -,2007-0148 -iRFN ----!FCC!2/26/2007 -!318/2007 ' ' . : i ' 3 !1998--0630 DUMPING jFCC 19/21/1998 19/2111998 4 '2001-0092 '.MMG ---:FCC 1219/2001 --i3/24/2001 . , ---------,----·-. ,---------·-·---.-··---r----------- ' 1 :1999-0445 ]MAINT [FCC i6/3/1999 .6/28/1999 2 '_2001-0161 ---,1MMG ---IFCC--13/16/2001 ' ' * *3 !313012001 ----.. -· -·· ---·-·-------~--------------f------------ :2001-0193 IWQB IWQC ;41312001 (2112001 .4 !2003-0869 REM I Fl .. 1711/2003 .... 13/24/2004 I r 1 ,2003-0876 IREtiX Fl 18/4/2003 i3124/2004 I 2 j 2004-0325 ------------ WQA '2/2612004 !9127/2006 'WQAI r * 3 . i2004-0505 MNM --,IFCS-[6125/2004 . , I i3130/2006 * '1 --.2000-0700-DCA ----·1c--[ 1011312000----, 10/3012000 '* '2 2001-0378 -:MNM ~S ]611412001 ---:6122/2001 I . I I * 3 -2005-0142 -IMMF ... fo -!:l/712005 -f 3/15/2005 -----------· ----· --- * -'?(ffEµll~ 'lELB/PQ..tr DrainageGomplaints Address 15613156TH PLACE :15613156TH PLACE SE -, ,15613156TH PLACE Ft5613 156TH PLACE SE ·:·sE-15900 156TH ST j SE 15900 156TH ST -~-------- SE 15854 156TH ST 15533 156TH CT SE 15533 156TH CT SE ! SE 15400 155TH PL 'SE 15400 155TH PL SP1 ! SE 15400 155TH PL ,sE 15400155TH PL SE 15400 155TH PL JSE 15400 155TH PL ; SE 15400 155TH PL #60 : r SE 15325 155TH PL 15711152ND AVE SE PIN Comments 8856920290 CRAWLSPACE /CLOSED TO CLAIM 93-0302 8856920290 'MAYBE CLAIM #16155 8856920290 ;CRAWLSPACE /CLOSED TO CLAIM 93-0302 ... ----- '8856920290 ·MAYBE CLAIM #16155 18856890090 C/B -CLOGGED DRAIN 8856890090 SUMMERFIELD1CL#13011 8856890110 CL#12853 SUMMERFIELD 8856920330 VALLEY FAIRE CRAWL SPACE 8856920330 YARD PONDING NOT NOA SINGLE PROP SOURCE 2329780000 WQA PER MCL 2329780000 · Condos flooding D98201? Inv found 2 issues. 098201 pond outlet blocke ·d by leftover BMP filter. Neighboring condos still under DOES. ----- 2329780010 ·DUMPIN TRASH IN POND POND MAINT REQU '2329780010 CONSTRUCTION OF DITCH ON ADJACENT PROPERTY. PICKS UP SHEET FLOW FROM HILLSIDE 2323059185 POOR CONDITION OF MITIGATED WETLAND 2323059185 REQUEST FOR INFORMATION TO COMPLETE MCL REQUIREMENT s. ,2323059185 ALLEGED DISCHARGE OF OIL POLLUTANTS INTO DRAINAG ESYST EM. INVESTIGATION DID NOT CONFIRM PROBLEM 1 2323059185 Total Lot Area= 388,787 sq ft (8.93 Acres). Total Impervious Surface= 3 10,294 sq ft (7.12 Acres). Total Percent Impervious= 79.8% = Rate Cate 'gory 6 Heavy 2323059021 Total Lot Area= 2,401,898 sq ft (55.13 Acres). Total Impervious Suriace = 296,711 sq ft (6.81 Acres). Total Percent lmpeivious = 12.4% = Rate C ategory 3 Light : 15031 MAPLE VALLEY H 2323059021 WY WQA FROM MCL REQUEST & 152ND AVE SE SE REN ,2323059021 Work Authorization to mow & remove sediment TON MAPLE VALLEY RD SE 14645 RENTON MAPL '2323059020 'PRIVATE DRAINAGE PROJECT AT WONDERLAND MOBILE HOME P E VALLEY RD ARK. SITE STABILIZED AND TESC INSTALLED 14645-RENTON MAPLE V 12323059020 CONCERN REGARDING KIDS PLAYING IN POND CAUSING DAMAGE ALLEY HWY 14645 RENTON- : MAPLE VALLEY HY ·2323059020 Ditch backing up onto Wonderland Estates Mobile Home Park. fnvestigati on found ditch located along SR169 draining from uninc KC to Renton. P IL\- "T art of WLRD regional facility. Cannot dredge now due to fish. Scheduled f or assessment/maintenance this summer. "* 4 2005-0142 'MMF R [3/15/2005 ' : 3/15/2005 i 14645 RENTON- ! MAPLE VALLEY HY 2323059020 Ditch backing up onto Wonderland Estates Mobile Home Park. lnvestigati , on found ditch located along SR169 draining from uninc KC to Renton. M ay need maintenance, but there are salmon fry currently in channel. 1996-2061 FLDG ]R !12/13/1996 -T2i4/1997 I * ·:sE 14615-RENTON- i MAPLE VALLEY HWY 2223059018 '15247150TH LN SE 2323059123 '* k I 2006-0069 MMF -[FCS I 1/12/2006 112/1/1900 2 2006-0684 --MMF -]FCS !1116/2006 ,12/21/2006 I I 15247150TH LN SE 2323059123 East levee of channel overflowing. Threatened house. Crew called in to b uild up levee and pump yard ~ * 'lie * 2007-0138 WOB -lWG!R--r2/16/2007 ___ 11211/1900 15202149TH AVE SE 2323059010 .2001-0525-•MNM ----[FCS-]8/31/2001 ! 12/1/1900 : 149TH AVE SE & SE JON 2323059032 ' · I [Es RD !1990-1673 !EROSION ;C -12/20/1990 [1/7/1991 ,SE 14908JONES RD 2323059133 CEDAR RIVER BANK 2 !19!!7-1282 FLOODING !C ]8/20/1997 [8/27/1997 115016 149TH AVE SE .2323059133 INFO REQUEST REGARDING RD BRIDGE PROJ 1 :1999-0797 :FLOODING Tc · 111,1211999 -•811112000 '15031 149TH AVE SE 2323059091 PROP FLOODING DUE TO STORM AND SEDIMENT 1 1990-0590 ;DRNG --ic--T211211990 · :311111990 -SE 14933 JONES RD 2323059055 'BACKUP INTO MADSEN CREEK/STORM 'i--:199S:-1661---• SILT _____ Tc _____ T9/16/1996 i 10/18/1996 15017 -,-49TH-AVE SE 2323059088 STREAM BACKUP BECAUSE OF BEAVER DAMS l,k 1 i1999-0797 IFLOOrnNG-,c·----,11-/12/1999--Tsi1112000--J 15031 149TH AVE SE 2323059097 PROP FLOODING DUE TO STORM AND SEDIMENT !1 : 1996-0002 -'EROSION iC ! 1/211996 [1/511996 :14900 135TH AVE SE 2223059036 BANK EROSION -RIGHT BANK CEDAR RIVER :1---:,-9a9-02s2 ----sLioE ____ lx ___ f,i.'11,1939_ 15/4/1989 1sEi:i601 MAPLE vL v HW 2223059012 NEAR CEDAR RIVER/REMOVAL oF MATERIAL ,¥:--R:sra.lnKU>f ~~ 15 Printouts from King County show that 95 downstream drainage complaints were filed \Vith the County since 1988. After screening these, we find 31 potentially relevant complaints. Copies of these were obtained from King County records and reviewed. We find that only 5 of those show any potential to be aggravated by flows from our site at the time of the complaints. All 5 have since been addressed and solved through improvements prior to this application. RI td e evan 1 . ownstream como amts: Complaint No. Recorded date Closed date Address PIN 1996-2061 12/13/1996 2/4/1997 14615SE 2223059018 Renton-Maple Valley Hwy 1997-1282 8/20/1997 8/27/1997 15016 149'" 2323059133 Ave SE 1999-0797 11/12/1999 8/17/2000 15031 149'" 2323059097 Ave SE 2005-0142 3/7/2005 3/15/2005 14645 SE 2323059020 Renton-Maple Valley Hwy 2006-0684 11/6/2006 12/21/2006 15247 150'" 2323059123 Lane SE See attached map for locations of the above complaints. The above relevant complaints have been closed. A book of the 31 potentially relevant complaints is provided. Only the sediment problem at the 36" CMP culvert remains a problem. At that location, a stream from the site and another stream from Plat of Valley Faire plus the runoff from the south side ditch of SR-169 all joins at this point and crosses the SR-169 through the culvert. The reversed slope of the culvert creates sediment accumulation at the inlet. The lack of stormwater treatment facility in the mobile home park site also contributes to this problem. Another potential problem is the debris flow from the water quality pond at McGarvey Park in case overflow happens at the rip rap weir. 16 ;i Renton " OJr,u \ ' ' ! "'Jo • "" *',;Gi"5' \ ,m 1,:!(! "5;°m ~54;5,"fJ~ ~,S.. 0>10 !>$JO ll.%0 ,o,:;,o 06?~ \''•~ ~1!.li U11'1(1 .,~, '!'J,!2 ~·~ + ,2,0 1200 "'° '!.3() !!([I http://www5.metrokc.gov/output/stormwater _ mapper23332257225136.gif ' '"_.,,:, P:.'IU: . 9'°•11r,,',.,,: Page I of I P11~ UIIQ OJ "'"-' a1, ' ouo rt ! U/! "' =oc=========== 5/6/2008 KING COUN',Y SURFACE WATER MANAGEMENT DIVISION DRAINAGE INVESTIGATION REPORT b0D Type 4 Page 1: INVESTIGATION'REQUEST Received by: / /'.'. ~ L · (:7c7'TL--e: Date: 12./;:s_lzt, OK'dby: ~ FileNo. 9i:, ;!Oto/ I I . Receiv9d from: (Please print plainly for scanning). (Day) (Evo) NAME: ;11t K € De 0 ci e:,1 ADDRESS: Crcr dr &ero.-v Reported Problem: /,U5 · tfZ--pve=s--r~ l/t=-~/f,J /,I U I 2-G>J '5 !Ult(~ · IA..),--' L~ /!'t:FVl·,£1J I [), ', L.45 Plat name: Other agencies Involved: PHONE ,.277-,?/fl ___ _ City State Zip ------------- '?"cvv1/l) /.//?cJ/.?, h,r~~- Lot No: Block No: Na Field Investigation Needed __ _ 6£ ;2d :;;-3 05 Parcel Na. :;J .~ :23 05'7 0 I 6 Krall Th.Bros: 7N:.o.ew~?~5~0~/l'-'--'-lf Old /./d DI 1/4 S T R Basin L CJf' Council Dist / d Charge No: ____ _ 'ESPONSE: Citizen notified on ____ by .K phone_ letter _ In person I /zdr7 -S/o,k.E 1.vl /U/,(E i)o7oe),<,, l.l:"r µ,,.., K-vo.;.o T#-?"T ,,.,,,,,; (/ "''if #,fl'/Y Wf7# ,,.,..,, ,tc?~"'""'l<i'" 1-te Gor p,t.(?"'( Tl~"' JT,f-Te-I' l!t7Y, /"1/i(~ s-.1i) H€ Hr?o1.,;,?'9'2.) ·r,11,;,,- M( . (/ H,<?ll Go, 4 O,t...<f,P1,vC /t?,i,,t..rtr -~ ec.e-'f= ,H'of.!; C(.,,,9-,¥,-V~(, . .r ./>i!)A--'O, ;c-a= IP ;,E 0(~ ,Jv, toll'e.., THt9r MIi. V ,-,'q;, 6'~<:'-~-e1c,-c; ..... ,rH £0.-v ,4(#,f'C./G ,-;,r PJi:.S. fSPOSmON: Turned to On . by OR: No further action recommended because: _ Lead agency has been notified: --....,..,.--,-,--,--,----,,-,---..,.,,-..,.-----,-~--~-,------- Prob fem has been corrected. _ No problem has been identified. Prior investigation addresses problem: -Seo Filo# _ Private problem -NDAP will not consider because: ------ _ Water originates onslte and/or on neighboring parcel . Location is outside SWM Service Area. _. _ Other (Specify): ' .. -· ,, , , ' ~ ·-' --t l i.Jf.cP,1' l MJ::.N 1 UF PLAN'-INGiBIJILDINGIPUBLIC WORKS FOliRTH FLOOR 200 MILL ·\ \'l":NUE SOUTH RENTO:S:, WASHINGTON 98055-2189 FA..X·. lJ5~254 l L'-l .• ) \. , .... , 1· I , .!. o: any , 1,_'.ttk ('i,mp!!Dj". Kin;,; C0lmrv Snrf:ic~ \Varcr P~HHH:: -2~jt 1 -S .. (t i: ""{' ., \,,! ; L' : .;,., ·, I " i'' .. ,· J vi~I ~ , 11_.-,,._ ..... '--l,,, _l Comp~--:ry· r1i't'.1 {,fR~r~_t;"'"\r: c::~_nf1c:.-'J/cit(~.r Phtini: -r->1;!--' i .. L,k: , J.';1-.11n . .,,,, :,idiH/ Hl!\ Comments: Per our discussion; If you have any !Jlll'~tinn~ please ('all me. ~ 1~~1~-. ~ f::.~ , r: exi SIC.Lice ~in~E-191 S i:; nc·~v backi ug up ar;d begrn.Pin.g fc.1 C1>> .. ! p:i_rt of rny _ ,; ; )r,,,n;, Cue EJ :1 :.>:~n:tbination of \V1..1Lk don<.~ by t..he St2.tf~ Oepartrrii.::.m :,f Tt':1nsp,.-.Tt2.Liur; 0;1 ·_·.,,/;-=:.:<,; \i3lfs:y H_j_gh·.vc:,\ the City 0CR.cnlor/s gujfci)Urse cnnsrru::-tion, a~~d tlv.: L,t..u:':\r11,,:1__i.nn of a re.f;1on~l p.z1rk. I huv0 contacttJ. si:;vcrai pt~;pk rr.!g~r::11.ng tb~~ m4tt:2.r, 1 r;._ · j:_._-iinJ v::;J-:_!r\i l{a),'SCrn 0f tJ.1e Department (Jf "i'r<:m'.:'.-p\Jrt.1~icn: !-/::.11,re~~-w···:·, t~:;: S1.1rface '-,.~/,J_vt \:J.'~_1;--:: --P~-::-~"": ~:cctl::'.".!L, ... :.fid t11~ Public V·{u;:-ks Dep:-u1n1en1 In a!! (;.8.s~.:.:. l lvxve be-:.n ti'f;'.t!..cd >'-otu~t~ou:siy, ".'lut r:o c.r1e \ViU t~t! respc.w;iDDit:,; u-.· fr~\lc~\i..-t\p clTtc.i i:ind :1 \VJV t.o ,I • 1 i. J-i~:..1'~ c11eioseu tot your in.fonnation) a -i:opogr1phit ur>i.p a.r:d !1ave Je~~gil.Ji"cci th~ area c,f c-on..ccru .. J: h8..•·t:., liv.a::CT c,n this property sL.'1ce 1918, ur:d rny ··)::fe .-~1C l ti_;)·;,:;. (a1n:.~d die: ;r2µc~:,-c..e:,~li_1iU.C>i1~ly for sixty years. Our family \\'its ,jL:.e :..if tt.c ur:_g.iI.i.a.l i:r1arkr;tc:-rs of i=,~Ot!tl..::t ;il the ?ik:e P1.aee Market. This strew:r, 1-LJ:Tid·::1 b.~1.s t);_Lsu.:d c.u , .. ,ili' f~nn s{nce 1_:.',:.S ;.:..nd h;:1~ p;:~Jt:~.cdcd r1.s indleated on the tndp r..mtiI Tht<_;e L:tst t\\'0 ~-'f;,if.:a ,_L.1nn.~ tht :-::cc:nst--r:_;_,~.tiou of1'viaplto V:.:i!Jey Highway. Showing the on-gclng corrunitn1cnt to tbc :''.'i;.,'1.~nu;~,mce oft.hi~ ch;ctrm~l is the fact that the railroad ;~1 l9°H) paid fc~· unv b8.l.f ci tht: -c~st:; tcr lcyverin:2 cuiverts Lmcier th~ rajJroad hed bc.::ause uf L'1cir recognit:on ~hat Yr/a.k1 V.'J.S bac_kjng up at th.Jl tln:ie. The-cosi:: for such \VOrk at that tin1e w~ $500, ;1.w.l -..ve ,ach ?aid $250 of the cost. The drainage ditch used to nm along the w.>nll side of the rnilroad tracks until about two years ago wh~n the Department nfTr:lIJoponation createll a ditch line along t,'}e. south ,(de of the railroad tracks and then through a cdven 3[ the edge of the gc~f course \Vhcre it then et1teted back into the pre-·,riou~ coffider for drainage to th.::: C'.edar River. Dc;.e to cv:ist1uction of the golf course ar .. d v/ork that hQ been done on w.lc. prcpo£ed regional pai-k facility, tht1 o1d corridor from the railroad 1r;;v-2ks tc the ri'r'er has bee-:n partially fiEed in and no longer c.arrie.s the volume of water nec;:s,;~-:~t".r 1r1 :"~·Yf:r·r '.~h: l bave patiently phoned and talbd to dlffortflt people over the !a.~t ~ight,'en I!Hcr,ths and everyone has been very cooperntive, but either they have done nothing, or h3ve stated that n1y ccuccrns were nor their problem., or that tb.t)' w~re soineone else1s. 1Viy 'iVit"e and. I are the vnts being damaged. ln fact, tn the heavy rains of Janufily and FeiJrnary of i 996, a drain fieid of Ollis was flooded and CTeated ~rn1-ilem,:; fr::q· ,:111r :tr1~·r::"'> 1:-: -~ • '.<-. -..\;, tL,: jF=(j ei1hA1···~··1·ncr r·,,,,\r.lf~/ ....:•hnr='11~,~ ~\"·i"'.'n·c,.-i·('"rti·~·1·t 1~,r1h,~ /"'\;,, 1·)T . .,:"Z.f:(.!\,)',·; i.{\..!_f.: [n f,°h_t;>.i', : •..•. , .ov ,"I..","'.,, .,/,,,_J •]., ,),1 .. ,,, Ile,,, 1:,•,:.;~-·-'•"-L,, -._,y \..-.-.: • -.... , ._ ··-, (I __ . foil. te m;,1 ~n-.::: ir t)-:;:---l!1 :;i_,·,r-;,: ::.<.i i!r;,; r:. :-1gl':" u,,·! · .. ~--': f n f:::t, :l'...t•~ to th:: '.·;1:!-~1:i.'. :;-_\-~;"\:~~r 1,·.:tic.n (} T ~ ;' 0 J ':.; ~: (' .-:. ~ r ·:-.: T-1;:, l'k° ,".'j ,--,(1 th ( "R 1' \",f 1·, r·, (;-;_, ! f i ( 1•.n·,:-:-. p. (·y h:1 \'(' ,'.,!f_ ti \'t· ly d::;: ;-:; .. ::~<i I :1 _:: d:-·i::L,:,~ -··r.T:·ido:-.';C ~h<:!.i ir n:: ]c,rJ&'Ti fnni1in··,, . .",'~ it h?r fl·1{ ,_,1,.-t•l .:-n,-r:)h,_f';·, ,~ ,,,,,..ire -, I :-''. ·~ ·• ! : ·)_,. :i_:'.ent.i':;i; r;:;;:pun::.ibk-for r;re:uing rh1~ .. pr:_~.bk'=rn} dS '-.\:ell ;1.s V/b) YViJ.l L.J~-.: ·-:lit:· ,ur c:)!T-:.·,.~'.'.ng ri1e probk;n ~irtd e::1in1i1.1:1ting the in1prtd •.'l!i ILL/ p:,_;-·._1t.1. 11 ;,:;:. •!i,·:1 ih:~t \1.'e r.k:ui dtr.-t:<:.isting ditch.:':, c:n n,1r pnpcny ,~s v, .. ::: !_·._2.\·e fr_.;;~· u . ..:.:.1 ::...L•:i.) L;1)t1 El~luwJ, Tntwrirn LHiCL.tv!" -Oi:nb,Hisrnau 1 King Cow:1:/ ic1;1~' J-L~Je:_, Chair ;\--\·-_;-:-nr,nlil:1n, K.ing (\11.tri.ty (\i11ncil •r .,,,• .-, ·-~r • l;._. l' 1,·· /' C ·1 ·:~r."r1r r-·1·t.1P1_ 1...-oun 1_·:1l ~vl::~no<:.'-r, !d~tr,:e:.-,pr.;,itan ~"\..lng ,_;oum.y vWlh.:J .:,_ \.' ;·, ·, .- Rubtort A Jo~ephson, PE.. ivl.e;-r. of Pla.,11nin~ & Local Coordinatinn .·,; ·-1 Kir.k Lcnn011, Pn".si<lcnt, Lr:nrion L1vc~tmi:nts 1 Inc Richard Haysom, Maimenanc:e Technical Lead. Dept or Trnnsportatinn .. ·j-.. , ·1."51, --\ { \ ·, > ... ) r ,. :.:r-~-~ .. \-·>,-- .:.-.· -~' :;..:.,,,. ·. - ... c -. /"'::.i=:c. : ·;--r· . -· -_·,-:--- 1.<Z":.· ~-·:.:...•.::ict ,~· ··---· ~-::'=_;_-_.:..:_-_~·.::_--:-:-_--f·:·,·r, -. -· , '"' . --.. :.; __ .. ... ·.,:-.:-·~:.<...L':!-:· i'.') . '·•-_:..,, .··'t,," ' __ .;;r;, I ---~ ...... --., -,-- ! \:. ,/ X ·" I; ~ IJ ; ,._./ "~h J - ""· --"'-,,/ ·~~'I'?.;, .r~-. /I . ·-~-..._ ___ _ I_ --i i \ December 23, 1996 To: File Fm: Brian Sleight RE: Dotson Complaint 96-2061 I met Mr. Veenhuizen at 1:00 today. He showed me an old photo that was hanging in his living room. The photo was either an aerial photo or was taken from the north side of the Cedar River valley. It showed the Veenhuizen property from the mobile home park to the just west of the ditch in question. Mr. V. explained the drainage pattern using the picture. He gave me a brief history of the drainage in the area. He said that he had recently received a letter from the state which he thought would solve the problem. The letter stated that the maintenance section for that area had been made aware of his concerns and that someone would take a look a the problem. We then drove to the ditch. The ditch is heavily overgrown with blackberries. Mr. V. said he had spoken with the contractor who was building the plat to the west and they had come to an agreement to have the contractor clean it as soon as Mr. V. received permission. We went across the highway to look at the channel along the old railroad right-of-way and the channel that lead to the Cedar River. The channel along the rr was overgrown with cattails but appeared to be flowing okay. The control appeared to a 12 inch cmp culvert under an access road for the golf course because the upstream culverts had water ponding in them. I explained to Mr. V. that as long as the channel had more capacity than the 12 inch cmp culvert, the culvert would control the drainage. While we were there, Ron Ainslie, DDES, showed up. He knew Mr. V. and appeared to be familiar with the problem. I told Mr. V. that if problems still existed after the channel was cleaned, he should call me and we would evaluate the culvert under the golf course access road. Mr. V. wanted to show ron the letter from the state so Ron gave him a ride back to his house and I left. .. '·· ---\_ ', - ,, ' ...... ~ .. . ' '.J "'--, :,;·. ' .·,.-,.,·,·,c · ,; f';-~n,,r,.,, .--: l 1 ; ;:. · ' " ' -.,-t<('" •-.:,a~,._, ! • :, Ifv.,:,d h.~·-:e :.t~\' f'Lt~t...:.~'.'!-c',\i3C.~1in,.~ ·-r . .::::i-:-.~:~ .• ~-tl-;;~ ;-.,., . .,,..,., ~.:,,;..:.r, ... .,t·b1-1 f'h.~i(· , "'7"~' ,~ .,, ... ,n,.-;,-., y (./ .l I ' /1 , 11<..,.,'\..- ,.; ·~; ··t ,-.f CALLER: LOCATION: TO: SUBJECT: C:Z(a -;Jo(, ( RECORD OF TELEPHONE CONVERSATION TEL. NO. ---- = DATE: TIME: //'.Jo SUMMARY OF CONVERSA.TION: l1A~ 1!~.dujllb".__, . ~ ~ .4,f/) N:0:-: ,,J.':/1<1 cJdvvi Q &u4® --~A,, IJ _,, """ ACTION REQUIRED & DUE DATES: By: Fi 1 e: Date: cc= I~-~-~---'----'----'-----' W19:FORM1 COMPLN TY NUMBER PE PROBLEM ADDRESS TYPE OF PROBLEM COMMENTS NEW T R ======= === ===== == =============== == ======== ==========================--- 80-0031 C 82-0513 C 14243 83-0390 C 14615 BRIAR RIDGE SE 146TH ST MAPLE VLY HW 91-0223 C 14833 SE JONES RO 91-0239 ER 14833 SE JONES PLACE 91-0655 X 13200 140TH AVE 91-0655 NDA 13200 140TH AVE 91-0657 X 14306 144TH AVE 93-0944 C 14900 SE MAPLE VLY HWY 93-0992 C 14900 SE MAPLE VALLEY HW 94-0332 I/QC 14900 JONES PLACE 95-0329 C 15009 SE JONES RD 95-1120 I/QC 14636 SE JONES P 95-1162 C SR 169 146TH DRNG FLDG FLDG GRADING SE DRNG SE DRNG SE DRNG D DRNG RETENTION/DETENTION OND LANDSLIDE 140TH AVE SEl PLE VLY HW OAO/ICYRDDRNG DIRT W NEAR BRIDGE 11M 0502-2 656J4 656J4 656J4 656J4 656J4 656J4 C # SIIM 0502-2/NOT NDA PUGET 656J4 COLONY HM CCF# SIIM 0419/PARK DRAINAGE 656J4 MAPLE VALLEY HIGHWAY CONSTRUCTION SEE 93-0944 SWARTZBALKER 656J4 SE DISCHARG VACTOR DISCHARGE IN STORM?? 656J4 656J4 656J4 FILLING CHK ROAD DRNG & GRDG PERMIT INFO GRDG DUMPING EMERGENCY FLOOD REPAIR 656J4 DITCHES WSDOT HELPING RESIDENT REDUCE 656J4 FLOODING 96-0384 FCS 14937 SE NTON-MAPLE VA HY CREEK MADSEN CREEK POND SEDIMENT LOAD 656J4 96-0384 RF 1493 SE RENTON-MAPLE VA HY CREEK 96-0437 C 96-0950 SE JONES RD & 149T SE SLIDE 15015 SE JONES PL CREEK 9 1122 C 14833 SE JONES PL BERM MADSEN CREEK POND SEDIMENT LOAD LACK OF CONVEYANCE RD X-CUL PVT PROP 656J4 656J4 656J4 656J4 / / I I I ,I ; i~ " . ; . < ~· " 0-1~:::-- •• '• ".j ' I U> l"TJ '°' u,' l.O '">! I :,: KING CO. N M :: 311 AV 'rl<JJn h 311 A¥ N0113~ i" ~ 11 JH :!.= .• , .... 33S r,!• ; T "~ ~·-"-";..,,",,-C• ~ ~1'.DEIA!~ ~ -;-------- .lL]_o ONlZ! f I ~~~.:1 JS ~• - Hl~I! 00911 ,: :: <"c''-., ~i-=-. m-Wlr'f; ~~~~~"'J~~-...:; ~ J.AYJ\1111,"- ~,l; ~ l'a AY 1\100! H RECEIVED BY: Received from: KING COUNTY WATER AND LAND RESOURCES DIVISION DRAINAGE INVESTIGATION REPORT Page l: INVESTIGATION REQUEST Date: YI Location of problem, if different: Plat name: Lot No: bcD Type C/ (Eve) ,._( _~l Block No: ----'-".-'!L_ _.2:3_ .23__ OS . ~! 114 ·· s T R Parce1No.1323DS-0 \\33 Kroll 2\(o\f,J Th.Bros: New~5~ Jr Old 4-2. () \ Basin J.._<2R._ Council District 12-. Charge No. _______ _ ............................................................................................................................................................................................................................................................................................ RESPONSE: Citizen notified on Z-2 'r-17 by: .7:'._ phone _·_ Jetter __ in person ~~-kd ,.v\v-&'m~ l....J:+" -U-.... /.,._-C,~ (.l.,lc<,,u-/ --11........ 'E/lt&+ rgvJ.~'e froJ-.!.<--+, ~ ~ ~k ... ·"'+ -ski /\Jl.:....r-k Mi'f<l..d( e..C Dei+ roc,.J. 5~ Sec!-i·o"" -Q.,... Ls '"'~ ~ 1-,.,s ~,,, ... ..., -1o M-~. ~k.. <..lo-o-eeP _ ~ csc.., 3::)::'.b DISPOSITION: Turned to on / / by __ OR: No further actior.. recommended because: _J{_ Lead agency has been notified: 1::)()-r ~~ ~!Le:,.,'"$ Dt1. __ Problem has been corrected. _ No problem has been identified. __ Prior investigation addresses problem: __ Private problem -NDAP will not consider because: SEE FILE# ---- __ Water originates onsite and/or on neighboring parcel. DA TE CLOSED Bz7 ;'rf"' w~:D ~ffl)r u1 D s>:;~~; King County Department of Natural Resources Water and Land Resources Division Local Drainage Services Unit Basin LCR Council Dist. 12 Initials DCD Investigation Date: 8-25-97 Parcel #2323059133 Name: WlLLIE EMERSON Address: 15016 149TH AVE SE City RENTON State WA Phone: Day 226-8223 Phone: Evening Zip 98058 Maintenance Div. 4 Complaint #97-1282 Received 8-20-97 Assigned Date 8-22-97 Report Date 8-26-97 Thomas Bros. 656J4 STR 23-23-5 Facility# Plat Name: I met with Willie Emerson at his trailer at 15016 149ili to discuss his concerns about the Cedar River. Mr. Emerson did a project a few years back and raised his bank. Now the property next to his on the eastside is lower and the water is going across his property and flooding the neighbors to the south. Mr. Emerson would like to know what is going to be done once the bridge is removed in the next couple of years. He would like to see the County property filled to the level of his yard and bank so the water would stay in the river corridor. I walked the area with Mr. Emerson and explained that a roads project was in the works to remove the bridge and move the bridge upstream. I told him I did not know what the plan was to improve the bank in that area. The property next to Mr. Emerson is owned by King County. I will find a name of a person that Mr. Emerson could talk to about this project to find out what is going on and when the project would be built. No problem identified and will refer the complainant to the proper agency in charge of the Jones Road bridge construction. HIGH H20 FLOWS ' 1WOULD LIKF. 1IB!SAREA ll'ILLED ~ ' VAreaof /: concern : KCROW l :OVERGROWN ,wrm IBU.CKBERR lsusIIEs ' ' I I ' Dobkins, Doug From: Sent: To: Subject: Dobkins, Doug Wednesday, August 27, 1997 10:28 AM Mitchell, Mark-C ELLIOT BRIDGE PROJECT CITIZEN QUESTION I am reffering this complaint to your department for your information. I will contact Mr. Emerson and tell him to contact you with his questions. I am attaching the complaint to this email. if you have any problems reading the insert contact me and I will send a hard copy of this. Closing this complaint to your section for response to Mr. Emerson. Thanks very much and will probably being talking to you more in the future. Please contact me at 296- 1975 if you have any questions thanks. 97-1282 Page 1 From: Sent: Subject: Your message To: Subject: Sent: System Administrator Wednesday, August 27, 1997 10:29 AM Delivered: ELLIOT BRIDGE PROJECT CITIZEN QUESTION Mitchell, Mark-C ELLIOT BRIDGE PROJECT CITIZEN QUESTION 8127/9710:28:57 AM was delivered to the following recipient(s): Mitchell, Mark-Con 8/27/97 10:29:02 AM MSEXCH:MSExchangeMTA:DMS:ADMINXSERV4 ~ 0 "' ~ ~ 0~ .., v_ --------,_ ~ 0 0 N ~ X IU z 0 N 3NHO H:Jl:l/8 3/\l~O ~\fO 3/\IHQ 1s"3H1nos 31d't>v ,nNJ/\, H1os, ,,~ 1s"3Hlr)os 3nN,o, 1s19, (") N X IU ,.__ z If 0 N "' 1c "' !!? ,.__ "' i ::, 0 "' lS'v:JH.inos 3n,13A \t Hl6<;1 f ~ . .. ' COMPLAINT INVESTIGATION STATUS CARD :omplaint Number: '17-/d,g';J )ate Received: 'i{? ZCl-9 7 )ne of King County Water and Land Resources Division's services is to provide a contact for drainage and water quality :oncems and problems. Citizens assist us by informing us when they notice these types of problems. The Local Drainage ,ervices Unit will investigate and determine responsibility for the problem, refer complaints to the appropriate group or tgency, and direct customers to other sources of assistance for problems outside the agency's scope of responsibility. ro ensure proper referral, we conducted an initial review/field investigation of your complaint on '6 -ZS--'? 7 STATUS D Requires further review by an engineer to determine Was referred to: proper referral or resolution/closure. D King County Department of _BKing County Roads Development and If you have not been contacted·within , feel free to call at , our Environmental Services complain investigation line, 296-1900 or toll free at 800/ 325-6165 (King County Information will transfer you). D Other ______________ _ Referral Contact: ~ Your complaint was closed ·n pers phone) on$-77-9'7 by ...;,..a...:;.• _.·....c.Oil.~>---.,_M-'"',...._r ..... \s..,_,(1/)'"'"i'"":k .... h.,.._;e.,.,.U __ at 2 9t, -8'03 4 Ve appreciate your patience ... )uring severe rainstorms, we receive an unusually high volume of drainage complaints. Although we ,ssign additional staff to handle these calls, you may experience a delay in response to your complaint. KEEP THIS CARD FOR YOUR RECORDS ----------------------------J~i----=~ -- BUSINESS REPLY MAIL FIRST CLASS MAIL PERMIT N0.1179 SEATTLE, WA POSTAGE WILL BE PAID BY THE ADDRESSEE KING COUNTY DEPT OF NATURAL RESOURCES WATER & LAND RESOURCES DIVISION 700 FIFTH AVE, SUITE 2200 SEATTLE, WA 98104-9898 ATTN: LARRY GETTLE, SENIOR ENGINEER I l,l,, I, ,I,,, ,1111 ... , l .. l l,I .. I .. I, 1,1 .. 1, ,I, ,I,. II INTHE UNITED STATES COMPLN TY PROBLEM TYPE OF NEW NUMBER PE ADDRESS PROBLEM COMMENTS TH BR ======= =========-===== == ======== -===----====----==========~==------ 80-0031 C BRIAR RIDGE DRNG RETENTION/DETENTION POND 656J4 82-0513 C 14243 SE 146TH ST LANDSLIDE 656J4 83-0390 C 14615 MAPLE VLY HW FLDG 140TH AVE SE/MAPLE VLY HW 656J4 91-0223 C 14833 SE JONES RD FLDG WATER FROM ROAD/ICYRDDRNG 656J4 91-0239 ER 14833 SE JONES PLACE GRADING DIRT WORK NEAR BRIDGE 656J4 91-0655 X 13200 140TH AVE SE DRNG CCF# SWM 0502-2 656J4 91-0655 NDA 13200 140TH AVE SE DRNG CCF# SWM 0502-2/NOT NDA PUGET 656J4 COLONY HM 91-0657 X 14306 144TH AVE SE DRNG CCF# SWM 0419/PARK DRAINAGE 656J4 93-0944 C 14900 SE MAPLE VLY HWY DRNG MAPLE VALLEY HIGHWAY 656J4 CONSTRUCTION 93-0992 C 14900 SE MAPLE VALLEY HW DRNG SEE 93-0944 SWARTZBALKER 656J4 94-0332 WQC 14900 JONES PLACE SE DISCHARG VACTOR DISCHARGE IN STORM?? 656J4 95-0329 C 15009 SE JONES RD FILLING CHK ROAD DRNG & GRDG PERMIT 656J4 INFO GRDG 95-1120 WQC 14636 SE JONES PL DUMPING EMERGENCY FLOOD REPAIR 656J4 95-1162 C SR 169 & 146TH DITCHES WSDOT HELPING RESIDENT REDUCE 656J4 FLOODING 96-0384 FCS 14937 SE RENTON-MAPLE VA HY CREEK MADSEN CREEK POND SEDIMENT 656J4 LOAD 96-0384 RF 14937 SE RENTON-MAPLE VA HY CREEK MADSEN CREEK POND SEDIMENT 656J4 LOAD 96-0437 C SE JONES RD & 149T SE SLIDE 656J4 96-0492 C 15035 SE JONES RD FLDG 656J4 96-0950 C 15015 SE JONES PL CREEK LACK OF CONVEYANCE RD X-CUL 656J4 PVT PROP 96-1122 C 14833 SE JONES PL BERM BLOCKAGE OF DRAINAGE PVT PROP 656J4 96-1661 C 15017 149TH AVE SE SILT STREAM BACKUP BECAUSE OF 656J4 BEAVER DAMS KING COUN1Y SURFACE WATER MANAGEMENT DIVISION t>GJ) DRAINAGE INVESTIGATION REPORT Page 1: INVESTIGATION"REOUEST Type.c._ ReceNedby~ Date:9'-&r96 OK'dby: ))~FileNo. Y'&~fbb/ Received f~ · · (Please print plainly for scanning). (Day) (Eve) NAM2 ~ % ~ PHONe ,.[)CXJ ~S:53~ ADDRESS: /-J . £city f?Odl.-tiri State.1./.!d_ Zip~ Location of prob! em, if different: Reported Problem: Plat name: Lot No: Block No: Other agencies involved: No Field Investigation Needed --- (lnttlals) J,){,(j ___ ,2?; '.2-3 5 Parcel No. 2'32.30S qcJf38 Kroll '316 w Th.Bros: New 6 ?bJ'-/ 1/4_S ___ T ___ R_ Old '/:2.01, £/ Basin I,.('_/?_ Council Dist / 2. Charge No: ____ _ RESPONSE: Citizen notified on /CJ-/H(by _)'(phone_·_· Jetter _ in persori Cf.e.s.d ,Cl:-le__ ~ ~ f~ __.,,-\-l,,. t?u-e. ~"' G-, DaJ ~-\-6. \(e-Q-e,n.J -{oCt~o{ ~ s~ c.~~.t_:..._. ~~ DISPOSITION: Turned to. ___ on-----by __ _ OR: No further action recommended becaw 2f:._ Lead agency has been. notified: _...:,W=......:-iY_-'(Ji"'--'/_,... __ kf:,__·-=-i...,_r?vTi.:__:__,_..::Vc...~~-------------, Problem has1Jeen corrected. _ No problem has been identified. Prior investigation addresses probler -See File# ------_ Private problem -NDAP will not consider because: · . _ Water originates onsite and/or on neighboring parcel _ Location is outside SWM Serv15}y-· _ Other (Specify): DATE CLOSED: / !J1.L.£j-1£ by: _2/V ~~..J King County Department of Natural Resources Surface Water Management DRAINAGE INVESTIGATION REPORT FIELD INVESTIGATION FILE NO 96-1661 NAME: EVELYNDELSANTO ADDRESS: 15017149TH AVE SE PHONE 255-5380 MAINTENANCE 4 THOMAS PAGE 65614 DATE 9-26-96 INITIALS DCD DETAILS OF INVESTIGATION: I met with Evelyn Del Santo at her home to discuss her concerns about Madsen Creek. She is claiming that King County has altered the creek so it floods her property in the winter. Del Santo had four fir tree die because they were submerged in water. The area is west of her garage about 100 feet. The area has turned into a swamp according to Del Santo since the County did some work on Madsen Creek. I talked to Karen Goto the Senior Engineer in charge of the Elliot Levee project which is located near the mouth of Madsen Creek. I asked Karen Goto if the County is doing any work to cause the creek to backup. The County isn't doing any work on the Madsen Creek channel. Karen said the problem may be caused by the.Beaver dam located on the City ofRenton's property east of the Maplewood Golf Course. I asked if the County planned to do any work to fix the problem? Karen said if there was any work to be done on the Madsen Creek channel that it would have to be done by the City of Renton since it was located on the City of Ren ton's property. I talked to Larry Gettle Senior Engineer of Local Drainage Services Unit about this problem. Larry explained to me that this would be a City of Renton problem to address. He suggested to get a contact person with the City of Renton and also send out the brochures on Beavers with a copy of the Trapper in Black Diamond. I will send a copy of the Beaver Brochures and get a contact person for the City of Renton. Sam Chastain is the contact person for the City of Renton. 235-2568 -----------~--------------- SE JONES PLACE SKETCH: 111il llllL1 I;:=:: •-•--• ~~ r '----------"< MARSHY AREA CITY OF RENTON PROPER1Y 149THAVESE JONES ROAD - .r.r,, .. .,,. --=..!!'..:.!!: ':,."• F -.:;•.1,4. '<I . :. I I I " " e .·.ti"·®' •. . .. -~ -. -.·-::_/··. '. .... <..O Ln <..O 3S AV H.lbi'-1 !. I' --------- + + " " • 3S AY t:.H.1m 8 ~ s ----- KING COUNTY \V ATER AND LAND RESOURCES DIVISION DRAINAGE INvESTIGATION REPORT PROBLEM:.ittOJ~ RECEIVED BY: N\ VV Page 1: INvEsTIGATION REQUEST Wf C_, Type __ _ Date: Received from: Avv<-1,\ ~ NAME: {\A, I l ol;-w)__ ~f0'\01c,_, ADDRESS: l 60 0 I t 4-"t ~ /qV'l, ?fi Location of problem, if different: OK'd by: ~FILE No. cr.1 -07Cf 7 (Day) fil£> PHONE Z,2--u_ -'6Z-( 2 (Eve) ~{ _ __,_) City State __ Zip g g:(158 Reported Problem: CALL FIRST D (Would Like To Be Present) ~ 5 k vi &.J o'V n L{_ 'k,,. &.;:t.Jl cIIr"' l< "'<.X ( o:,._,, J) ,s hd f 1,J o f' H v(_ {&5,~JJ C:i'vV "'"'-~c::.f~ ;,__,~"'~';?, (c.({vll W1~s (C,cy -~ "I,; ? ~' s~ ,'s 1.occiJ.,,JJ 17-"-J41r\ C,e /;,,,,)I otl'-J~ ~c.-,?' vv.,-,c(-r;-611,;,;1 . 6 v';,.S,y . Plat name: Other agencies involved: RESPONSE: g-1?~00 Bas 'LCJ?-__ Council District I Z- Lot No: Block No: No field investigation required __ (initials) Kron g:1 LP Th.Bros: New //3.o :Ji:: Old 4 ;z..,D I Charge No. _______ _ DISP0Si.'TION: Turned to on -~/-~/ __ by __ OR: No further action recommended because: __ Lead agency has been notified: _______________________ _ ._·_ Problem has been corrected. _· _ No problem has been identified. __ Prior investigation addresses problem: SEEF'ILE # ___ _ __ Private problem -NJ)AP will not consider because: __ Water originates onsite and/or on neighboring parcel. Location is outside WLRD S~a. __ Other (Specify): DATE CLOSED: ?1 /71tf0 By: r?1) ;u--p.J Complaint 99-0797 Chapman Investigated by Chris Treichel 11 /15/99 Called and visited with Mr. and Mrs. Chapman on site. Toured the grounds with Mrs. Chapman, she stated that she was very concerned with the creek flowing over the bank and flooding their back yard up to the bottom of their door. The Chapman property sits about 3-5 feet lower than the stream because of the berm that they installed along time ago. The house sits about 2 feet below the creek, and about 75 feet away. Mrs. Chapman also informed me that their property continues on the other side of the creek but that all the sediment/silt that has come down the creek from Fairwood, as entirely covered their back fence, she stated about 3 1/2 feet. I also talked with Mr. Chapman who was able to give more history of the area. He stated that there used to be fish in the creel until upper development took place. He also said that the neighbor put in a 12" steel pipe in the outlet area of the creek into the Cedar river. I could not locate that pipe as the area is covered with debris in the creek. The creek runs from south to north, starting at a couple of points and then merging together before crossing under Hwy 169 via a culvert. It the runs westerly along the Hwy until it gets to the soccer/softball park located just east of Maple Valley Golf Course. It then goes north into a big wetland/holding area before it continues into the Cedar river. Mr. Chapman is convinced that if the pipe is removed and the sediment taken away then the fish will return to the creek. This also appears to be a reason why 149" Ave SE gets flooded. ~-····················································· ;.. ,..,,,_ ..... ~ DelSuto Wetland/pond "'G Area NTS ;.. U.11 J U') I ' 15031149th Ave IE J Chapman I To :I KC/Renton + .... Park (pie 5) COMPLN TY PROBLEM TYPE OF NEW NUMBER PE ADDRESS PROBLEM COMMENTS TH BR ======= =---=======----======== ====-------===--============== 80-0031 C BRIAR RIDGE DRNG RETENTION/DETENTION POND 656J4 82-0513 C 14243 SE 146TH ST LANDSLIDE 656J4 '83-0390 C 14615 MAPLE VLY HW FLDG 140TH AVE SE/MAPLE VLY HW 656J4 91-0223 C 14833 SE JONES RD FLDG WATER FROM ROAD/ICYRDDRNG 656J4 91-0239 ER 14833 SE JONES PLACE GRADING DIRT WORK NEAR BRIDGE 656J4 91-0655 X 13200 140TH AVE SE DRNG CCF# SWM 0502-2 656J4 91-0655 NDA 13200 140TH AVE SE DRNG CCF# SWM 0502-2/NOT NDA PUGET 656J4 COLONY HM 91-0657 X 14306 144TH AVE SE DRNG CCF# SWM 0419/PARK DRAINAGE 656J4 93-0944 C 14900 SE MAPLE VLY HWY DRNG MAPLE VALLEY HIGHWAY 656J4 CONSTRUCTION 93-0992 C 14900 SE MAPLE VALLEY HW DRNG SEE 93-0944 SWARTZBALKER 656J4 94-0332 WQC 14900 JONES PLACE SE DISCHARG VACTOR DISCHARGE IN STORM?? 656J4 95-0329 C 15009 SE JONES RD FILLING CHK ROAD DRNG & GRDG PERMIT 656J4 INFO GRDG 95-1120 WQC 14636 SE JONES PL DUMPING EMERGENCY FLOOD REPAIR 656J4 95-1162 C SR 169 & 146TH DITCHES WSDOT HELPING RESIDENT REDUCE 656J4 FLOODING 96-0384 FCS 14 93 7 SE RENTON-MAPLE VA HY CREEK MADSEN CREEK POND SEDIMENT 656J4 LOAD 96-0384 RF 14937 SE RENTON-MAPLE VA HY CREEK MADSEN CREEK POND SEDIMENT 656J4 LOAD 96-043 7 C SE JONES RD & 149T SE SLIDE 656J4 96-0492 C 15035 SE JONES RD FLDG 656J4 96-0950 C 15015 SE JONES PL CREEK LACK OF CONVEYANCE RD X-CUL 656J4 PVT PROP 96 -1122 C 14833 SE JONES PL BERM BLOCKAGE OF DRAINAGE PVT PROP 656J4 96-1661 C 15017 149TH AVE SE SILT STREAM BACKUP BECAUSE OF 656J4 BEAVER DAMS 97-1098 FCS 14937 RENTONMAPLEVLLY HY RDDAMAGE MAINTENACE REQUEST MADSEN 656J4 CREEK POND 97-1282 C 150l6 149TH AVE SE FLOODING INFO REQUEST REGARDING RD 656J4 BRIDGE PROJ 98-0540 FCS 14900 RENTON-MAPLE VL VANDALSM INV DID NOT CONFIRM DAMAGE TO 656J4 FACILITY --.C--o~ -.....:.0 (~1-~ -. -li~l:·d~_ ... i.r i~ (',:'(< \ti~ I I'_.,,,._,,,, ... I I } J I I -.. -·------·I---!:;~:.~,~~ --- ~ I I ·•,:1:1.1 --------~-,,i.:;.:; ._ r••--,u,-~,,.....,. •1:(,,J_J..r,r '.· I ., I .! / • ti i " a a • i i I S[E MAP l'<><"i"- 3S IIV Hl9rT ''" JS Ml + j; -',·:-:--·'"'· .-,., . . " t;; nii ~v llVAOOl 3S !\II Hlett • LL / ,_-, N ~ " ~8 "" •a GAANT AV HOO N " N " 3 CJH!l "' ··n,; C"\J.lT'-1 £:1.ffiJl.ft = KING COUNTY WATER AND LAND RESOURCES DIVISION DRAINAGE INVESTIGATION REPORT INVESTIGATION REQUEST Type V?f· e ; J PROBLEM: [{,o/Jf>J/J(:J RECEIVED BY: Tl. Date: 3/ 7 fas-OK'd by: Tl}(? FILE No. 2005 -Of l/Z J Received from: ])1A;J€ hSI-/ (z96-03C?6)-[butJc,,MAN HAfi1i'{OAJl> 's cPFPC~ (Eve) '--( _-----1.) NAME: JAC/( 0Ai2/v/Olv ADDREss: / 'f0 fS -K1otUttJAJ · MAP« (Day) ( ZO(p) PHONE f?/8-lt/-/t VAll€Y 11.'6<fft;Y Yf;;dZ!mz State. __ Zip £7fafc/ LOCATION OF PROBLEM, IF DIFFERENT: Access Permission Granted D Call First (Would Like To Be Present) D bA-tl!/ovJ> , s ,A,IRAJAGt,t <JF Wovf.!t'""f.. iA~l) [s.TA7es /1/oRt lL Jk1,1c '?At/(. l~o5JA CK [)p_41v4Gl lJlttl{ I.> tJ(/£/l-T{..PWIAJ&. Llfll)IVrJT lJflCJf:{: W //A f c1t,,V J~ l.lCJN ~ ? wttH p1t.Jo11J6S Plat name: Lot No: Block No: Other agencies involved: No field investigation re uired .su.l _n_ __d.3._ __Q£ - 1/i S T R Parcel No. ,23,23 0590.JQ Kroll f/(,{;) Th.Bros: New (j} ,5(p cJ 5 RDP Basin LC/r Council District f City Charge No. _______ _ RESPONSE: Citizen notified on 3 1..DOr 111'. 3D /r"lby: /' phone __ letter __ in person -'<>~ IJ.//M~ ~D/l-f'!rl2/Vfl=;O t-itM"'1H.AT ·His~~ 4MFC'..A;iq-W1LL f3e. ~ -p LuL.t,::P ~~ l° 1a=.Vi6J 11 /¢-LP .ALk! WLL ~ ~-,a...J ·· -· -~ 1*'i= ~.-.DtlZ'M.,; Al,,-! D "fl-+'e. C<-"T".J l'F ~~ l'U, ~ • DISPOSITION: Turned to :ff_ on ~ !ftl!J!f 14/fF--by. OR: No further action recommended because: J Lead agency has been notified: /( C. k/LiiJ -K€clPAlk ric,1,1,,~_,- -Problem has been corrected. _ No problem has been identified. __ Prior investigation addresses problem: SEE FILE# __ _ _ Private problem -NDAP will not consider because: ___ Water originates onsite and/or on neighboring parcel. DATE CLOSED: 3 t /) / tJS'° By: TL p_GE"etiezJ i't> WL/?./J __ Other (Specify): ftc(C-/,.; •. r;1,t,,1J ,v1u.. A.if~ 1.1A1t,;o,wrc Ale-. OF T/{lf f"A,CIL/1''{ Vitf fe1,t#f/l C,,,w, r l>f/.e4(~ A1P11) &cC!li/ft ??1"" tcif/f c,wccM5, ~ DEP~J~N~Fsg~ ~!!ES ~ ANDPARK WATER AND LAND RESOURCES DRAINAGE INVESTIGATION REPORT FIELD INVESTIGATION FILE NO.: ADDRESS: NAME: PHONE: 2005-0142 ______ =-cc-=--=--=----:_:_:=------------ 14645 Renton-Maple Valley Highway, Renton, 98058 Jack Garmon (206) 818-1414 ---------- DATE OF INVESTIGATION: __ ccMc:car:.::c_h_1.:c0''-'20"-0'--'5 __ _ INVESTIGATED BY: Virgil Pacampara I went to the site on 3/10/2005 at 11 :00 AM to investigate a drainage complaint of Mr. Jack Garmon (manager of Wonderland Estates Mobile Home Park). I met Mr. Garmon and the owner of the Wonderland Estates Mobile Home Park. Mr. Garmon showed to us the ditch and the spot were water overflows during rain events. He added that water at the creek seems to back-up during heavy rain events. He said that they cannot dredge ditch because of salmon concern. They want to know what can be done. It was sunny during the investigation. The ditch was located on the north side of the property (facing Renton-Maple Valley Highway). The dimension of the ditch varies from 6'-8' wide by 36"-44" deep. It was not been maintained. The ditch is located approx. 57-feet south of the center line of Renton-Maple Valley Highway. It is located within the road right-of-way. There were silt build-up and debris at the bottom of the ditch and sediment from inside the culverts. Madsen Creek is a Class 2 stream and the ditch is part of the conveyance. I noticed salmon fry at downstream. The Madsen Creek Overflow channel (DR0536) was dry during the investigation. City of Renton Recreation Park ( VI Y -.. -.. -.. __ VEGETATED) . • -. Concrete weir DRY /NO WATER Ditch/open channel-(approx. 8-feet wide by 3'-4' deep. __ __, Silt /sediment & debris build up at the bottom). I saw salmons fry on this area. This is part of Madsen Creek. Ditch/open channel-(approx. 8-feet wide by 3'-4' deep. Silt /sediment & debris build up at the bottom) This is part of Madsen Creek. ~---1 Per Mr. Jack Garmon's information, during rain events, water from ditch overtopped and sheet flow towards their property. They could not dredged ditch due to salmon concern ~ DRY/NO WATER ;;;.,..:~i,==:+----\··· ... ------------ RENTON-MAPLE VALLEY ROAD .-··-··-· (HEAVILY VEGETATED) NTS WONDERLAND ESTATES MOBILE HOME PARK /·· - I . DR0536 · / POND~ ... ,-,- ~ f CONC. BOX CULVERT-2 ---DRY/NOWATER CONC. BOXCULVERT-4 (HEAVIL YVEGETATED} --.... , Complaint 2005-0142 (Garmon) Photos taken by: VP Photo 2 Looki ng northwe st towards the inlet of co ncrete box culvert-1 . Water back-up and overflows towards th e Mobil e Home Park (per Mr. Gannon 's information) Photo 4 Looking east dire ction towards the outl et of concrete box culvert-2. Note the vegetation and debris on ditch. ,-11,11:ni1 .. ~ ~- ~ . t • .. , . ' . 'r.. . ... •• ~= ,· Photo-3 Photo 1 Looking East towards the ditch. Note ditch is approx. 57-fee t south from the center line of Renton- Maple Valley Highway. Per Mr. Gannon's information water flow s toward the property of Wonderland Estates Mobile Home Park States Looking East direction towards the eastside of ditch. Note the s ilt/se diment and debris build-up at the bottom of ditch. Photo 5 Looking west towards the inlet of concrete box culvert-2. Complaint 2005-0142 (Garmon) Photos taken by: VP Photo 6 Looking south towards the downstream of Madsen Creek Overflow channel. Note: the concrete box culvert-2 along the ov erflo w channel, Photo 8 Loo kin g south towards the outle t of concrete box cul vert-I ~: Photo 7 Looking west towards the downstream of concrete box cu lve rt-I . Photo 9 Lo oking east towards the downstream of concrete box cul vert -1.. Photo 10 Looking west towards the inlet of metal arch type culvert underneath 149th Ave. SE. N ote: the sediment/silt build-up on the channel. Complaint 2005-0142 (Garmon) Photos taken by: VP Photo 11 Looking north towards the concrete we ir (ye llow circle). Photo 13 Looking East towards the outlet of metal arch-type c ulvert. Note: th e sediment/silt build-up on the channel Photo 12 Lookin,11 wes t towards the downstream of concr ete box culvertfNote the vegetation around the channel. Photo 14 Looking west towards the downstre am channel leading to Renton Recreational Park. Note the heavy vege ta tion at downs tream Photo 15 Looking NE towards the pond DR05 3 6 (Madse n Creek). This is the upstream of madsen Creek. Note sedim ent/silt build- up at the bottom of the pond. Lew, Tom From: Sent: To: Subject: Attachments: Lew, Tom Tuesday, March 15, 2005 2:52 PM Lowthian, Rick Regional Facility Assessment/Maintenance 2005-0142-comp.vsd Attached is Virgil's Drainage Investigation Report regarding a complaint at the Wonderland Estates Mobile Home Park (near 149th Ave SE & Renton-Maple Valley Highway). Photos are available on G:\Complaints\2005-0142 Garmon. As we discussed, the issue is overflow from the ditch because of lack of maintenance downstream (the culvert under SR169 and in the City of Renton) to the Cedar River. 2005-0142-comp.vs d (778 KB) Please include this site in your annual assessment/maintenance of the WLRD Regional Facilities. Thanks! King County Water and Land Resources Division -Drainage Services Section Complaint Search Printed : 3/912005 9:59:26 AM Complaint Type Type of Problem Address or Problem Comments Tbros Page Number Code 1983-0375 C FLOG 16203 140TH PL SE 656J5 1988-0237 C DRNG 13967 SE 156TH ST WATER IN BACK YARD/DEVELOPER PROP 656J5 1988-0259 C DRNG 15657 140TH PL SE WATER UNDER HOUSE 656J5 1988-0379 C EROSION 13929 SE 155TH PL CLEARING-MAPLE RIDGE ESTATES 656J5 1989-0357 C DRNG 13941 SE 158TH ST NEW HOUSE CONST FILL 656J5 1989-0611 C DRNG 13967 SE 156TH ST MOUNDS OF DIRT ON LOT 656J5 1990-0769 C DRNG 13932 SE 155TH PL BROKEN PIPE/LEAK INTO TRFMR 90-1187 656J5 1990-0769 SR DRNG 13932 SE 155TH PL BROKEN PIPE 656J5 1990-0994 CL FLOG 14645 SE MAPLEVLYHW CL#13175 WONDERLAND MOBILE PK DUE 656J5 1990-0995 CL FLOG 14937 SE MAPLEVLYHW CL#13176 WONDERLAND MOBILE PK DUE 656J5 1990-1060 CL FLOG 15283 BIRCH DR CL#13225 WONDERLAND MOBILE PK DU 656J5 1990-1081 CL FLOG 15250 PINE DR CL#13332 WONDERLAND MOBILE PARK 656J5 1990-1187 CL FLOG 13932 SE 155TH PL CL#13430 FLOODED HOUSE 656J5 1990-1571 C FLOG 14227 SE 162ND PL WATER COMING UP IN YARD/BASEMENT 656J5 1990-1602 C FLOG 15805 140TH CT SE MUD & WATER IN STREET FROM CONST 656J5 1991-0005 C EROSION 15240 142ND PL SE EROSION FROM PIPE IN RAVINE 656J5 1991-0005 E EROSION 15240 142ND PL SE EROSION FROM PIPE /DRY WELL INSTALL 656J5 1991-0023 C DRNG 15805 140TH CT SE /POWELUCONSTRUCTION NO EROSION C 656J5 1991-0080 C FLOG 14037 SE 159TH PL WATER AND ICE ON SIDEWALK 656J5 1991-0080 E FLDG 14037 SE 159TH PL RETAINING WALL /PONDING WATER 656J5 1991-0155 C DRNG 14043 SE 159TH PL EXPOSED DRAIN LINE/ROOF 656J5 1991-0155 PN DRNG 14043 SE 159TH PL NOTNDAP 656J5 1991-0345 C DRNG 14031 SE 159TH PL DIVERSION OF WATER TO SIDEWALK 656J5 1992-0414 C DRAINAGE 14059 SE 159TH PL WATER OVER S/W 656J5 1992-0414 E DRAINAGE 14059 SE 159TH PL 656J5 1992-0414 ER DRAINAGE 14059 SE 159TH PL WATER OVER S/W -NOV. MEETING 656JS 1994-0392 C DRNGPIPE 14022 SE 158TH ST WATER OVER SIDEWALK 656J5 1994-0392 E DRNGPIPE 14022 SE 158TH ST WATER OVER SIDEWALK 656J5 1994-0392 ER DRNGPIPE 14022 SE 158TH ST WATER OVER SIDEWALK 656J5 1994-0809 woe DUMPING SE 159TH PL & 140T SE CONCRETE DISCHARGE/BEAUTY BARK D 656J5 1994-0813 C PONDING 14019 SE 158TH ST WATER OVER SIDEWALK MAPLE RIDGE E 656J5 1995-0758 woe DUMPING SE 158TH & 149TH CT NEW D/W CURB CUT & CONG CLEAN-UP 656J5 1996-0888 FCS OIL 15282 SE MAPLE DR OIL SEEPAGE INTO POND 656J5 2000-0700 C DCA 14645 SE RENTON MAPLE VALLE PRIVATE DRAINAGE PROJECT AT WONDE 656J5 2001-0378 FCS MNM 14645 RENTON MAPLE VALLE CONCERN REGARDING KIDS PLAYING IN 656J5 2002-0275 FCS MNM 14900 RENTON MAPLE VALLY No problem found 656J5 2004-0325 WQA WQAI 15031 MAPLE VALLEY HWY 656J5 Page 1 of 1 ,K~N~ 001:JNTY DEPARTMENT OF PUBLIC WORKS • k ,,.,, -~:,.'f ,;;;; ---,-SURFACE WATER MANAGEMENT DIVISION 0 8,~ , 'l ' COMPLAINT INVESTIGATION REPORT l_S/ ;R IL,..:i'E~-~,~;~-'~~~~~~~~~~~~~~~~~0~F,~~~~~.....L...;.......i~~ r~A~~E OF COMPLAINT: -f:. . DETAILS OF COMPLAINT: . /_ -/J ---~~~~/31?S ~ ~ 9_t1-Cfo3'6 C),,,U,a,l_u1_,,,,.._,~) ,I 1a-of',, l;?~D COMPLAINT RECEIVED BY: DETAILS OF INVESTIGATION: COMPLAINT INVESTIGATED BY: ACTION TAKEN: ' Sketch on reverse side: Yes D No D Photos: Yes O_No O Quantity DATE: e hy: Phone D Lette~ Personal Contact D Complaint Action Handled By· ~4.L-il~d.:c:-=:::::;--·1::h--:-e:::·l..--=------_-__ -·-· . Clos~~: -2;/ /I' cf 0 Name Date OK'd:U,, l~l!ials i' t · j : • ' 1. SUBJECT: . ; _j: 1:1-:::;1. • _"'-·J .J\ ~ ...... r-\ l.i .r.:~ .'.'<t .f~_ >-·r ~··J . .i..",_,·_ -~.1c.)h:r.1../......,·.1.._1 :.: .. /•"/ :·i ·. ... .J • Ji:'::;: .. .Sip·t'ncc i·.·nter :1j:JL:-iJ2"emen~ J 1_i;.1.-:,oi: iJf~un1·tmcnt of J•ublic i,01~s £r ' , 7· ' , µ_LJJ.._7.8. T.lpJ.et Llaims Manage Officer Claimant Mobile Home Wonderland Claim No. 13175 KING COUl~TY SURf~CE WtTrn MWG[lf.E~T oms1011 Please repl: by Jur1e ~' 1.990. Enclused is a copy of a claim presented to the Clerk of the Council, Please provide us with information indicated (by check) below. X , ' Copy of the accident/incident report A report of ;1·our investigation of the claim, including the folJo-,ing: Confirmation of the accident/incident. \(~s any other part~ involved wl10 may be helci liable for t}1is accident/incident.? 1.f' yes •. ~i'\·e de,:ails. llas any a0t:i.c,n been ·;:,ah.en to prevent a repeat of t.·ni.s occur r·ence: H~s ~r1)·one assumed o~r liabilit~-by u~.e of a t1old ha1~m}pss aJtrrement'? If so, attach cop~· of certificate 01· insurance. Tha.nl: :,.·ou .c :~ ~-,~u1~ assistance. \\ C ,, ;::::: -----· ~.\.J·-~_-::, ,3 ' ;" --("T t. P.1 :-(',,..,, ';', ~ \X ::.. " . ~ CLAIM I (\ 8 - i ' ~o ::.2.:.'.2.~es c:c.::-. ~-e ;:~:.:. .::~: :· . .:.:-.-:-:::·.::-::.:., -..:.:-.~e.:: i:::. :_2..:..::. =:::--:-.~:.y:..:-.~ ... .,~':..;-_ -::-.~ s-:=.:.~ : •• .; --o-p--o,.: -----._._ ---,..... ..... -•. ----··--· -.. -.:-:e:: ::.:...:::..:.:--i~ :::_·. :::.::...::-. :_-=: __ ,~?::-:. .:..a;..----:---~-------~---=---··':"-----·~-·-~~-----· ------- ~r-;.. ..... --c.co------·---~c r-,.::.::.,....0 ,..,..: := . .:..~.·'. .·-:::::-.2..:;eT'.le.·.--, c.4.:::.--,,_, ... ?_ ~J.es::.-._. •• s ................ ---·-··-:: ..__c._ •. , _..., .... _ ._______ __ .... _ _ , .,. _ ··-.... -.-,.....,..... .. ,~ .......... ,..,,".' ..... _,.--... .·,-·•'-=' _.._ -·' --'-'-''-'•' --. 0? r £ i·!·R 1-- ,.., ,... ~ ,),• .,.,,,, _v..._ ,, -- ,. . ~ . --:---. ·~lease -:a::a ~~~~CE, :.~a~ :' :::;-rn ,"'='"" r ; l / 12 :.? /{ .:; 0 I-/ ~CIYSC.f--."" -. . ' 'o HP I: 0 L /.i-t-ft:J ::.:..:-s.:. :--. .=..:-:"·.e-::-.:.::.;::_e :--ia.me-J.as~ 'hJ oBJ,1.. tr f1,1-R/c, ' 5-i ~/ o n u PR f?;= /YT'-' t-1, /,v,,:JSrr' a f:-. {) J-J- ·,., no :1 o ·v: :. :'.. v es a-::. :..l..:::...:.G1.:....:..l.:__..::0::;..:,l..:.·"'.:...=C..~n..:.._..:.._-:c·"'.":"::-=-=-~~-""'.""-:'=--:-::-:-:---'."'/::-:--=:-:-:--~::-:-::--:-:-,......,~- ( ~ o use an~/c= a?~· ~~~~e=) ts-=ee~) lC~~Y) (Zi~ code) :1~~_......--;'~acheC. at. -::-iese ~ele?hc:ie n-.::r.!)e:-s (~ome) (work) P~d who fc= s~x months prio= ~o the claimed less c~ inju:-y has resided at: Lf(!M/.. ~ b'-)J1.Pd.,<._ I:-'.=:· ~ .;2 "/ If ;;7 (House anc./cr apar::..:en.: numoe:::) (s.::::ee.: n=e)· , :>es er ibe your loss 2..nC./ o= :'..nj i:ry ct a 5,· ~~c,,(_ ~" CL,..-A~ , 1 o' / · ./..1 ,.,J,. ;".A,1..,.-( (i_L,( 1.J~,._ 0-.lja~ & <'.c-,:W &L-dt £)-< '------i . l! a::::u::-c.':.e cla.::..::i, ··~'.(;< ... ~./ // 1/:~::tru·"c?~z:::>:-:: . · (si~nature oz claima~~J ~~~c=~be~ an6 Swc=~ =~ : S~;..:_.) .~.:.:,;. ~e:o::e :::ie :.~is S 1J. 19 'JO V Klr:JG COUNTY DEPARTMENT OF PUBLIC WORKS SURFACE WATER MANAGEMENT DIVISION ~ COMPLAINT INVESTIGATION REPORT ~ i · Address COMPLAINT RECEIVED BY: DETAILS OF INVESTIGATION: COMPLAINT INVESTIGATED BY: IICTION TAKEN: · Sketch ori reverse side: Yes D No D Photos: Yes D_No D Quantity DATE: Complainant advised of actionp~: _ ~CJ_n_e_: ~ettep-1_ Person~I_Co_n~~ct D .. Complaint Action Handled By .q:i 4'1-==' Closed: l:J-//-fQ Name · r Date ;OK'd:~ Initials FOR THE KOLCSEY RESIDENCE CLAlh\ 1 ;j l , v ~o damage& can be paid by King County unless a claim complying vith the State Law is pre,ented to the King County Council. After filing claim direct all ~ueition1 concerning claim to the Offic~ of Ri.1k Management, 296-7432. TO tHE tCIHG COUNTY COUNCIL OF KING COUNTY Flaa,e take notice, that STEPBEN ,JQ!IN Kl!'csEy nwne·laat (Please pr nt rat name-middle name) Who now live, at 1 ft 3 z MAPLE v ALLEY IIWY. Btf ION ( ouse and/or-apt. number) (Stree ~t 98058 ( ty) (Zipcod, Who can be reached at these telephone number1....;2~0~9~-~2~s~s_-~0~2~14::-~~~-.,..,,,..,,,,,..._.~- (Rome) '(Work) j:.,~ulvho for 1ix month, prior to the claimed 1011 or injury baa re1ided at1 ."'""" ,,, ,-ii . ,:''\· .,---· ...... £",+,·, SAME ADDRESS FOR THE PAST 26 YEARS' ,;~-()Jemie and/or apartment number) (Street name) (City) (State) (Zipc r' 'C:'.·'Claims damages of and from King County in the ,um of $ APl'Rox. 40,ooo.oo ari1ing out of the following circumstance1:For previous damages & further information see; Superior Court, State of Wa. County of King #749802 ''Stipu- .Deacribe what caused your loaa . lation & Agreement for Settlement" dated and/or injury, giving all•detaila March 13, 1974. (i.e., .. who, where, when, what, why ... describe how injury caused and/or how loss occurred.) On Jan. 9;1990 the King County Madsen Creek drai.nag·e system (built in J92h-76 ' by King County) failed & flooded my mobile ha•e park and residence. Log jam initially diverted all the w~ters from the King Co. retention-settling pond through my M.H. park, my back yard, several mobile home lots and my carport, After the pond culvers ~ashed out, the log jam floated down and blocked the King Co. culverts under State Hwy. 169, now all the waters. flooded my front ·yard and the front of Mobile Home Wonderland. De1cribe your 1011 and/or injury: Complete destruction of my back yar~ the flood deposited some. zoo yards (estimated), of silt, as deep as, 14" in places, ,similar damage to front yard, carport, and equipment was under 12'' of water & silt. The house was surrounded by silty water, with possible foundation damage. '..i!II': nll losses and/or injuries and itemize their coats: ALL SUBSTANTIATING !!ILLS & ESTIMJI.TES WILL. BE SUBMITTED AT A. LATER DAT.§.:.__ (SEAL) ~·- ,.i -·-------..C..,"'1l KING COt!NTY WATER AND L~CES DIVISION /1-,n//"7,,,,x-/-PRAINAGE INVESTIGATION REPORT ~f-tJiJ.._~ INVESTIGATION REQUEST PROBLEM: __ (J____:/~'--=----------- R.ECEIVED BY: <7z7lJD Date: JO/tJkJO OK'd by: ~FILE No. I I Received from: vw--- Type C CX2-7CX2 (Eve) ~C _ ___,) NAME: ~ PHONE_(_O-ay_)_< ___ ) __ ADDRESS: /1&§~~/~ity ;fbt/;P,v State __ Zip~VcJ5 LOCATION OF PROBLEM, IF DIFFERENT: Plat name: RESPONSE: DISPOSITION: Basin U(l, ck.i.'v.-.{ ~r F ,.;,. ,-ts:- c~l(_ c,,., ('je.vw.....,. +tl Lot No: Block No: No field investigation required Council District .:}__ Charge No. __ ~------ Citizen notified on _______ by: __ phone __ letter __ in person Turned to on -~/ -~/ __ by __ OR: No further action recommended because: __ Lead agency has been notified: __________________________ _ __ Problem has been corrected. __ No problem has been identified. __ Prior investigation addresses problem: SEE FILE# __ _ __ Private problem -NDAP will not consider because: ___ W,ater originates onsite and/or on neighboring parcel. Location is outside WLRD __,¥_,P',fj Area. DATE CLOSED: #1 3'f/; Oc) By: -----'-'-/l""_V ___ O_ther (Specify): f /2-v&:+2 ?'"-0 Map Output Page I of I ® King County lmm:lll am!!IIII &144'1134¥ Comment$ Wi¥ik4,M 2323059020 llJ ·-Legend S~locted Parools I-' County Boundary D Thomas Brothers t..'1ap Pag.t Slreets A. SWS Orainc1ga Studies. .~,.-/ 11":f"l.r.l'f ,,.~;; SVVS t,.,'Q-~h borhood Drainaga -, ,. A-D' . .;fa . • Project• """' • Sv-VS RegCnaJ Stotrru,·ater ' : PaJCeJs. Faci6l1$$ ·-·-~· D lak&s and large -Rw4rs • SWS RHk.ienUal StonrrNata, ,t./ Streams FS<.ilitias • SWS Comtn9rda1 Sktrrrr.-.'ater Faeiitias. he information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. King County shall not be liable for any general, special, indirect, incidental, or consequential damages including, but not limited to, ost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of this map or information on his ma is rohibited exce t b written ermission of Kin Coun King County 1 GIS Center I News I Services I Comments J Se;:irch By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. The details. http://www5.metrokc.gov/servlet/com.esri.esrimap.Esrimap?ServiceName=overview&Clien... 3/9/2005 KING COUNTY WATER AND LAND RESOURCES DIVISION DRAINAGE INVESTIGATiON REPORT +-· INVESTIGATION REQUEST Type-&lS. PROBLEM: ~:;i(A VoR Fl Meli VJJ RECEIVED BY: )L., l21 { Date: 11 /£ (o G OK'd by: FILE No. 2006-r{g<-( Received from: (Day) ( ) (Eve) ~C _. -~) NAME: 8\/-€1,\__.,t Co.cvf*'0' P~~m 417 ,; M / 4J'7V------- ADoREss: Ir; ZL/ 9-I s;::o 1T0. bf' '7 r.::-City State __ Zip --- LOCATION OF PROBLEM, IF DIFFERENT: Access Permission Granted O Call First (Would Like To Be Present) 0 Po.-5't~\IL.-L f/oud,~7 &-ec0-,1/LS..e of uuf[J /cJ vicO~ Kl~ f~ U10 M$'E?V\_ Ci;--<2..-Q.-{c O"\..,~ -Fldc.v CL,icx l/1\.A .Q_ (. 0_: 7-o{)(,, ot,6? Plat name: Lot No: Block No: Other agencies involved: No field investigation re uired DISPOSITION: Turned to on -~/--'/ __ by __ OR: No further action recommended because: Lead agency has been notified: _________________________ _ · V Problem has been corrected. __ No problem has been identified. __ Prior investigation addresses problem: SEE FILE# --~ __ Private problem -NDAP will not consider because: ___ Water originates onsite and/or on neighboring parcel. DATE CLOSED: 12 I U I I tf6 By:z_;:'.'L~ __ Other (Specify): e @ ! 656 SE -J i -~ -e e e I I t t t t 9 - t t t , ' ....,,.,,_ ~ ': .. ·.r'.!:=-!r~ ·• ·.~ ··~~ . ··., .. .25 .375 .5 mi les l in. -1900 f t. -~ , .. 1998 7k<fflUZJ-73-iH. ® • • + ' : ~ : ,: ;._ - . ' .-. -..... _..,.. TASKS MITIGATION OF EXISTING OR POTENTIAL PROBLEMS The proposed development will include a combined detention/wet pond designed to provide Level 2 detention and Basic water quality treatment. The storm facilities will be designed following the 2009 King County Surface Water Design Manual. The proposed development will not create negative effect to the downstream drainage system. Relevant downstream complaints· Complaint No. Recorded date Closed date Address PIN 1996-2061 12/13/1996 2/4/1997 14615 SE 2223059018 Renton-Maple Valley Hwy 1997-1282 8/20/1997 8/27/1997 15016 149'" 2323059133 Ave SE 1999-0797 11/12/1999 8/17/2000 15031 149'" 2323059097 Ave SE 2005-0142 317/2005 3/15/2005 14645 SE 2323059020 Renton-Maple Valley Hwy 2006-0684 11/6/2006 12/21/2006 15247 150'" 2323059123 Lane SE The above relevant complains have been closed. The problems have been solved by the previous residential, commercial, and regional storm water improvements. See attached relevant complains list. To mitigate potential flooding and erosion problem at the unnamed stream (0313) along the south and west boundaries of the site, a 65' stream buffer is applied. The buffer zone will remain undeveloped, native vegetation will be remained in the buffer zone. Developed area in the buffer zone will be reinstalled with native vegetation cover. A debris flow mitigation berm up to 5 feet high will be constructed along the edge of the stream buffer to mitigate potential debris flow problem caused by overflow of the upstream water quality pond at McGarvey Park. The upstream 100 year overflow rate at the north over flow weir of the water quality pond for Woodside at McGarvey Park Division 5 and 6 is 12.77 cfs. The 3.5 acre till forest downstream of the pond has a 100 year flow of 0.38 cfs (KCRTS 15 minute time step). Total 100 year flow at stream (0313) along the south boundary of the site is 13.15 cfs. The channel formed by the proposed berm and the existing ravine will have enough capacity to handle the potential 100 year flow (13.15 cfs) and provide adequate debris storage. To improve the sediment problem at the 36" CMP culvert inlet, sediment around the inlet will be cleaned and the ditch will be lined with rip rap around the inlet. 17 I I +' r 1.:i/ / / 0.25 MIL£ @D:)WNSTRU'JA ":.~.6. SEDIMENTATION POND VALLEY FAIRE II ---~-----'" McCORMICK PLAT UPSTREAM AND DOWNSTREAM DAAINAOE MAP extaT 'B' I \ \ \ \ \ --...... _ \ [ ) FIG PREPNEllff ~ X 5 PACIFIC ENGINEERING DESIGN LLC. :: OVIL ENGINEERING AND PLANNING CONSULTANTS 15445 5JRD AV£ SOU1li SEATTLE, WA. a8188 PHC*E 208 431-7970 FAX 208 388-1848 - \ ,,,_,.,,.,mm,,c \ \ \ \ \ \ \ \ \ DETENTION POND SECONDARY Ol/TlET \'JGI R, Q/Oby /"Z,71 Cf,S I ) ---·-·---"~'=·~'------DITCH Flow Frequency Analysis Time series File:upstream.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--- Flow Rate Rank Time of Peak (CFS) 0.228 2 2/09/01 17:15 0.068 7 1/06/02 2:30 0.162 4 3/06/03 18:45 0.008 8 3/08/04 18:45 0.108 6 1/05/05 7:30 0.176 3 1/18/06 20:15 0.149 5 11/24/06 5:15 0.383 1 1/09/08 9:30 Computed Peaks upstream.pks -----Flow Frequency Analysis------- --Peaks Rank Return Prob (CFS) Period 0.383 1 100.00 0.990 0.228 2 25.00 0.960 0.176 3 10.00 0.900 0.162 4 5.00 0.800 0.149 5 3.00 0.667 0.108 6 2.00 0. 500 0.068 7 1.30 0.231 0.008 8 1.10 0.091 0.332 50.00 0.980 Page 1 Stream along the south boundary of the site, portions of the stream a re lined with half cut 12" or 18" CPEP Driveway leading to the grave l parking area in the south portion of the s it e (in the RA-5 zone). Steep slope along the east boundary of the site. ~ . ., ·---· ., The northeast comer of the as phalt driveway loop (20' to 24' wide average)- Mobile hom es at the northeast corner of the site, Ceda r Ri ve r can be seen at th e background across SR-1 69. Gravel driveway l ead in g to the mobile home at the n orth east comer of the si te. Water is ponding at some locations of the driveway. The concrete retaining wall is in poor condition du e to lack of footing drain. The northwest corner of the asphalt driveway loop near the entrance of SR-169. A sewer manhole can be seen in the driveway. SR-169 south s id e ditch a long the frontage of the site looking toward east from east edge of the site entrance. c:: ·o -~ u 0 ......1 36" CMP culvert outlet to wetland a rea in t he flood plain of Cedar River. The outle t was in good condition. I I ., The above dro p inlet catch basin has a outfall pipe to the wetla nd area of the Cedar Ri ver. )' JJ.r-J f .• ~·c v~ol .. c:--!..:! :.ir.1 ,.';f ~~IA.S-.... 1j ~~'\.~ Water quality pond water level control and primary overflow s tructures SCWP I-CBI, SCWP1-CB2 an d catch basin MHQ120 W ater qu a lity pond CBP 110 and 36" inlet pipe and the seco ndar y emer gency o ve rfl ow weir at th e north en d of the po nd Wetland in let CB#l for Summerfield Ravine stabilization Trail on top of 30" HDPE bypass stonn paralle l wi th Summerfield Cre ek MH#3 of Summerfield ravine stabilization project located east of the sediment pond. Sediment pond at the south end of l 61 sI A venue SE h1:i;.J1! · ,:mr. a · · ",1•.fq·cwih ;a,,.,;,,~i~ _________ _ 18 " CMP culvert crossing SR-169 at approximately 20' east (up stream ) of the 24" CMP cul vert under 16 151 Avenue SE t 36" concrete c ul vert at th e west side of 161 st Avenue SE at th e south side of SR-169 18" co ncre te culvert crossi~g SR-169 at approximately 200' west of the 16 1 st A ve nue SE Ditch a long the so uth s id e of SR -1 69 a long the Vall ey Faire 1 fron tage