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Home My WebLink AboutMisc2 THF WATERSHED COMPANY July 15, 2010 Chris Sibley C/o Craig Krueger Community Land Planning 733 7th Avenue, Suite 100 Kirkland, WA 98033 Re: Sibley Residence Wetland Delineation Report The Watershed Company Reference Number: 100702 Dear Chris: 5 C 1 E N C E & O E 5 I G N On July 9, 2010, Ecologist Meagan McManus and 1 visited your property located at 980 Hoquiam Avenue NE in Renton (parcel 1023059060). The purpose of our visit was to conduct a wetland delineation study of the property. This letter summarizes the findings of this study and details applicable federal, state, and local regulations. The following attachments are included: • Wetland Delineation Sketch • Wetland Rating Form • Wetland Determination Data Forms Methods The study area was evaluated for wetlands using methodology from the Washington State Wetlands Identification and Delineation Manual (Manual) (Washington Department of Ecology [Ecology] 1997) and the Interim. Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Western" Mountains, Valleys, and Coast Region (Regional Supplement) (US Army Corps of Engineers [Corps] April 2008). The wetland boundary was determined on the basis of an examination of vegetation, soils, and hydrology. Areas meeting the criteria set forth in the Manual and Regional Supplement were determined to be wetland. Soil, vegetation, and hydrologic parameters were sampled at several locations along the wetland boundary to make the determination. We recorded data at two of these locations. Data points on-site were marked with yellow- and black - striped flags. Only the encumbering edge of the on-site wetland was flagged as a part of this study. The wetland boundary was marked with pink- and black -striped flags. A total of 22 wetland boundary flags were hung. 750 Sixth Street South j Kirkland, WA 98033 p425.822.5242 ! f 425.827.8136 1 watershedco.corn Sibley Residence Wetland Delineation Report Chris Sibley c/o Craig Krueger July 15, 2010 Page 2 The delineated wetland was classified according to the Renton Municipal Code (RMC). For thoroughness, the delineated wetland was also classified using the Western Washington Wetland Rating System (Ecology, Aug 2004, version 2)(Rating System). Findings The property is located in a residential neighborhood in the City of Renton. The property is relatively flat, sloping slightly downhill from north to south, at an average slope of approximately five percent, as determined using iMAP, King County's online GIS and mapping service. The approximately two -acre property contains one single- family residence with associated lawn areas. Non -wetland areas are dominated by lawn grasses and some reed canarygrass throughout much of the property with a mix of red alder and Himalayan blackberry dominant in the southeast portion of the property. There is one jurisdictional wetland, Wetland. A, located on the property. Wetland A Wetland A is a depressional wetland encompassing the southwest corner of the property and extending eastward in a narrow ditched feature across the southeasternmost corner of the property. The ditched portion of the wetland serves as a permanently flowing outlet and continues offsite onto the neighboring property to the east (parcel 921100TR-A). Wetland A contains a mix of vegetation structures, including forested, scrub -shrub, and emergent areas. Red alder, Himalayan blackberry, Douglas- spirea, and willow species characterize the forested area, which is located along the eastern edge, including the ditched portion. The scrub -shrub areas are characterized by a combination of Sitka and Pacific willow. The emergent areas are characterized by a cattail monoculture, with a reed canarygrass monoculture present along the fringes. The soil of Wetland A is a very dark brown (10YR 2/2) loamy clay with a strong hydrogen sulfide odor present. Despite the lack of redoximorphic features in the soil at our sampling point, the presence of hydrogen sulfide is a primary hydric soil indicator, satisfying the hydric soils criteria. The soil was saturated to the surface, and approximately 0.25 inches of ponding was present at our sampling point. Hydrology for Wetland A is provided by a high groundwater table and is supplemented by precipitation. Additional hydrology appears to be supplemented by a conveyance feature adjacent to Hoquiam Avenue NE along the western wetland boundary, which likely carries runoff from the road into Wetland A. Local Regulations Wetlands in Renton are regulated under RMC 4-3-050.M. Under the code, wetlands are rated as one of three categories based on size, habitat provided, composition, and extent of human alteration. Wetland A does not contain essential habitat for endangered species or plant associations of infrequent occurrence. Wetland A is less than 10 acres in Sibley Residence Wetland Delineation Report Chris Sibley c/o Craig Krueger July 15, 2010 Page 3 size and does not contain significant areas of open water; therefore, Wetland A is not a Category 1 wetland. A significant portion of Wetland A is contained in the ditched feature that conveys flow towards the east. The deep, narrowly -incised ditch indicates clear evidence of human alteration to the hydrology and soils of Wetland A. Further evidence of human alteration includes the conveyance feature adjacent to Hoquiam Avenue NE that appears to convey water into Wetland A. Based on the presence of these artificial features, Wetland A does not meet the criteria for Category 2 wetlands defined under RMC 4-3-050. M. 1.adi(d), which states, "Wetlands having minimum existing evidence of human -related physical alteration such as diking, ditching, or channelization." Furthermore, Wetland A does not contain heron rookeries or osprey nests and is not located at the headwaters of a watercourse; therefore, Wetland A is not considered a Category 2 wetland. The human -related hydrologic alterations are indicative of Category 3 wetlands as defined by RMC 4-3-050.M.a.iii(a)(1). Since Wetland A is not considered a Category 1 or 2 wetland, it is considered a Category 3 wetland [RMC 4-3-050.M_a.iii(c)). Category 3 wetlands in Renton are required to have a standard buffer width of 25 feet. Wetland A was also classified using the Ecology Rating System, which rates wetlands as one of four categories based on water quality functions, hydrologic functions, and habitat functions. According to the Rating System, Wetland A received 12 points for water quality functions, 10 points for hydrologic functions, and 13 points for habitat functions, for a total of 35 points. This score qualifies Wetland A as a low -scoring Category 3 wetland. While the City of Renton does not rely on the Rating System as the official classification system, this low score further supports the RMC Category 3 determination for Wetland A. Buffer reduction through enhancement may only be used in relation to Category 1 and 2 wetlands (RMC 4-3-050.M.6.e), and therefore, is not applicable to Wetland A. Buffer averaging may be used in Renton. However, buffer widths may not be modified to less than 25 feet (RMC 4-3-050.M.6.f.v). Since the standard buffer width for Wetland A is 25 feet, buffer averaging is also not applicable. State and Federal Regulations Wetlands are also regulated by the U.S. Army Corps of Engineers (Corps) under Section 404 of the Clean Water Act. Any filling of Waters of the State, including wetlands (except isolated wetlands), would require notification and permits from the Corps. Wetland A would likely not be considered isolated. A formal isolated status inquiry can be requested from the Corps through the Jurisdictional Determination process. Application for Corps permits may also require an individual 401 Water Quality Certification and Coastal Zone Management Consistency determination from Ecology. Sibley Residence Wetland Delineation Report Chris Sibley c/o Craig Krueger July 15, 2010 Page 4 In general, neither the Corps nor Ecology regulates wetland buffers, unless direct impacts are proposed_ When direct impacts are proposed, mitigated wetlands may be required to employ buffers based on Corps and Ecology joint regulatory guidance. The information contained in this letter is based on the application of technical guidelines currently accepted as the best available science and in conjunction with the manuals and criteria outlined in the methods section. All discussions, conclusions and recommendations reflect the best professional judgment of the author and are based upon information available to us at the time the study was conducted. All work was completed within the constraints of budget, scope, and timing. The findings of this report are subject to verification and agreement by the appropriate local, State, and federal regulatory authorities. No other warranty, expressed or implied, is made. Please call if you have any questions or if we can provide you with any additional information. Sincerely, V ---a Ryan Kahlo Ecologist Enclosures q;; rl � d O OD 00 .r c .c[ N Ln Ln Y N � a•ma�l�ag.o V Z 10 : C ` � n � ry CD N h � N a.. C C 41 oa°O� Ln •G •F � �y��,. d � is C C. O 06 fl. O MZ do0 dd d� A t N A a Q _O rl � d O OD 00 .r c .c[ N Ln Ln Y N � a•ma�l�ag.o V Z 10 : C ` � o� rl � d O OD 00 .r .c[ N Ln Ln Y N � a•ma�l�ag.o V Z 10 : C ` � n � ry CD N h � N a.. C C 41 oa°O� Ln MZ o� d W .r Y � a•ma�l�ag.o V Z 10 : 03 A Wetland name or number: A WETLAND RATING FORM - WESTERN WASHINGTON Version 2 — Updated July 2006 to increase accuracy and reproducibility among users Updated Oct 2008 with the new WDFW definitions for priority habitats Name of wetland (if known): Wetland A Rated by: RMK, MKM Date of site visit: 7-9-10 Trained by Ecology? Yes ® No ❑ Date of Training 312009 SEC: 10 TWNSHP: 23N RNGE: 5E Is S/T!R in Appendix DYes ❑ No SUMMARY OF RATING Category based on FUNCTIONS provided by wetland I❑ 11 El III® IV ❑ Category I = Score >70 Score for Water Quality Functions 12 Category 1I = Score 51-69 Score for Hydrologic Functions 14 Category IV — Score [ 30 Score for Habitat Functions 13 TOTAL score for functions 35 Category based on SPECIAL CHARACTERISTICS of wetland I ❑ II ❑ Does not Apply Final Category (choose the "highest" category from above) III . . Check the appropriate type and class of wetland being rated. Estuarine I I De ressional X Natural Heritage Wetland I I Riverine Mature Forest Slope Old Growth Forest Fiats Coastal Lagoon Freshwater Tidal Interdunal None of the above X Check if unit has multiple HGM classes resent Wetland Rating Form — western Washington L August 2004 Version 2 Updated with new WDFW definitions Oct. 2008 Wetland name or number: A Does the wetland unit being rated meet any of the criteria below? If you answer YES to any of the questions below you will need to protect the wetland according to the regulations regarding the special characteristics found in the wetland. E r:re-c.< r� .z,.<, xE. .. ..,;....e....,. ....._, �.__n r, �. ..•.,_. _ 3 -� f f SP1. Has the wetland unit been documented as a habitat for any Federally listed Threatened or Endangered animal or plant species (VE species)? For the purposes of this rating system, "documented" means the wetland is on the X appropriate state or federal database. SP2. Has the wetland unit been documented as habitat for any State listed Threatened or Endangered animal species? For the purposes of this rating system, "documented" means the wetland is on the X appropriate state database. Note: Wetlands with State listed plant species are categorized as Category I Natural Herita e Wetlands (see p. 19 of data form). SP3. Does the wetland unit contain individuals of Priority, species listed by the WDFW for the state? X SP4. Does the wetland unit have a local significance in addition to its functions? For example, the wetland has been identified in the Shoreline Master Program, the Critical Areas Ordinance, or in a local management plan as having special K significance. 'Washington Department of Fish and Wildlife Priority Habitats and Species Data have not been requested in the course of this initial review for this project. To complete the next part of the data sheet you will need to determine the Hydro_ e omorphic Class of the wetland being rated. The hydrogeomorphic classification groups wetlands into those that function in similar ways. Classifying the wetland first simplifies the questions needed to answer how it functions. The Hydrogeomorphic Class of a wetland can be determined using the key below. See p. 24 for more detailed instructions on classifying wetlands.. Wetland Rating Form — western Washington 2 August 2004 Version 2 Updated with new WDFW definitions Oct, 2008 Wetland name or number: A 'Classification of Wetland Units in Western Washington 1. Are the water levels in the wetland unit usually controlled by tides (i.e. except during floods)? ® NO — go to 2 ❑ YES — the wetland class is Tidal Fringe If yes, is the salinity of the water during periods of annual low flow below 0.5 ppt (parts per thousand)? YES — Freshwater Tidal Fringe NO — Saltwater Tidal Fringe (Estuarine) If your wetland can be classified as a Freshwater Tidal Fringe use the forms forRiverine wetlands. If it is Saltwater Tidal Fringe it is rated as an Estuarine wetland. Wetlands that were called estuarine in the first and second editions of the rating system are called Salt Water Tidal Fringe in the Hydrogeonnorphic Classification. Estuarine wetlands were categorized separately in the earlier editions, and this separation is being kept in this revision. To maintain consistency between editions, the term "Estuarine" wetland is kept. Please note, however, that the characteristics that define Category I and II estuarine wetlands have changed (see p. ). 2. The entire wetland unit is flat and precipitation is only source (>90%) of water to it. Groundwater and surface water runoff are NOT sources of water to the unit ® NO — go to 3 ❑ YES — The wetland class is Flats If your wetland can be classified as a "Flats" wetland, use the form for Depressional wetlands. 3. Does the entire wetland unit meet both of the following criteria? ❑ The vegetated part of the wetland is on the shores of a body of open water (without any vegetation on the surface) at least 20 acres (8 ha) in size; ❑ At least 30% of the open water area is deeper than. 6.6 ft (2 m)? ® NO -- go to 4 ❑ YES — The wetland class is Lake -fringe (Lacustrine Fringe) 4. Does the entire wetland unit meet all of the following criteria? ❑ ' The wetland is on a slope (slope can be very gradual),, ❑ The water flows through the Afetland in one direction (unidirectional) and usually comes from seeps. It may flow subsurface, as sheetflow, or in a swale without distinct banks. ❑ The water leaves the wetland without being impounded? NOTE: Surface water does not pond in these types of wetland{ except occasionally in very small and shallow depressions or behind hummocks (depressions are usually <.3ft diameter and less than a foot deep). ® NO — go to 5 ❑ YES — The wetland class is Slope Wetland Rating Form — western Washington 3 August 2004 Version 2 Updated with new WDFW definitions Oct. 2008 Wetland name or number; A 5. Does the entire wetland unit meet all of the following criteria? ❑ The unit is in a valley, or stream channel, where it gets inundated by overbank flooding from that stream or river. ❑ The overbank flooding occurs at least once every two years NOTE.- The riverine unit can contain depressions that are filled with water when the river is not .flooding. ® NO - go to 6 ❑ YES — The wetland class is Riverine Is the entire wetland unit in a topographic depression in which water ponds, or is saturated to the surface, at some time during the year. This means that any outlet, if present, is higher than the interior of the wetland. ❑ NO — go to 7 ® YES — The wetland class is Depressional 7. Is the entire wetland unit located in a very flat area with no obvious depression and no overbank flooding. The unit does not pond surface water more than a few inches. The unit seems to be maintained by high groundwater in the area. The wetland may be ditched, but has no obvious natural outlet. ❑ NO —go to S ❑ YES — The wetland class is Depressional 8. Your wetland unit seems to be difficult to classify and probably contains several different HGM classes. For example, seeps at the base of a slope may grade into a riverine floodplain, or a small stream within a depressional wetland has a zone of flooding along its sides. GO BACK AND IDENTIFY WHICH OF THE HYDROLOGIC REGIMES DESCRIBED IN QUESTIONS 1-7 APPLY TO DIFFERENT AREAS IN THE UNIT (make a rough sketch to help you decide). Use the following table to identify the appropriate class to use for the rating system if you have several HGM classes present within your wetland. NOTE: Use this table only if the class that is recommended in the second column represents 10% or more of the total area of the wetland unit being rated. If the area of the class listed in column 2 is less than 10% of the unit, classify the wetland using the class that represents more than 90% of the total area. Slope + Riverine Riverine Slope + Depressional Depressional Slo e + Lake -fringe Lake-frin e Depressional + Riverine along stream within boundary Depressional Depressional + Lake -fringe Depressional Salt Water Tidal Fringe and any other class of freshwater wetland Treat as ESTUARINE under wetlands with special characteristics If you are unable still to determine which of the above criteria apply to your wetland, or you have more than 2 HGM classes within a wetland boundary, classify the wetland as Depressional for the rating_ Wetland Rating Form — western Washington 4 August 2004 Version 2 Updated with new WDFW definitions Oct. 2008 ` Wetland name or number: A Wetland Rating Form — western Washington 5 August 2004 Version 2 Updated with new WDFW definitions Oct. 2008 ;WAT1✓iR -AMY, FUNL'T1 NS '- I�tdica rs that. wetland #uaeti ns to im a ve water quality D D 1. Does the wetland have the potential,to improve water quality? (seep. 38) D 1.1 Characteristics of surface water flows out of the wetland: D Unit is a depression with no surface water leaving it (no outlet) ...................................... points = 3 Unit has an intermittently flowing, or highly constricted permanently flowing outlet..... points = 2 1 Unit has an unconstricted, or slightly constricted surface outict(permanei iDints = 1 Unit is a "flat" depression (Q.7 on key), or in the Flats class, with permanent surface outflow and no obvious natural outlet, and/or outlet is a man-made ditch ...................................... points = 1 (If ditch is not permanently flowing treat unit as "intermittently flowing") D 1.2 The soil 2 inches below the surface (or duff layer) is clay or organic (use NRCS definitions). D YES. points= 4 0 I NO Dmfs = D 1.3 Characteristics of persistent vegetation (emergent, shrub, and/or forest Cowardin class): D Wetland has persistent, ungrazed, vegetation > = 95% of area ........................................ points = 5 Wetland has persistent, un razed vegetation > = 12 of area .......................................... ooints = 3 1l Wetland has persistent, ungrazed vegetation > = 1/10 of area ......................................... points � 1 Wetland has persistent, ungrazed vegetation <1/10 of area .............................................. points = 0 D1.4 Characteristics of seasonal ponding or inundation. D This is the area of the wetland unit that is ponded for at least 2 months, but dries out sometime during the year. Do not count the area that is permanently ponded. Estimate area as the average condition 5 out of 10 yrs. Area seasonally ponded is > 1/7 total area of wetland...................:.................................... points = 4 Area seasonally ponded is > i/4 total area of wetland........................................................ points = 2 2 Area seasonally ponded is < 1/4 total area of wetland .................. .....:................................ points = 0 NOTE: See text for indicators of seasonal and permanent inundation. D Total for D 1 Add the points in the boxes above 6 D D 2. Does the wetland unit have the opportunity to improve water quality? (see p. 44) Answer YES if you know or believe there are pollutants in groundwater or surface water coming into the wetland that would otherwise reduce water quality in streams, lakes or groundwater downgradient from the wetland'? Note which of the fallowing conditions provide the sources of pollutants. A unit may have pollutants corning from several sources, but any single source would qualify as opportunity. ❑ Grazing in the wetland or within 150 ft ❑ Untreated stormwater discharges to wetland ❑ Tilled fields or orchards. within 150 ft of wetland ❑ A stream or culvert discharges into wetland that drains developed areas, residential multiplier areas, farmed fields, roads, or clear-cut logging ® Residential, urban areas, golf courses are within 150 ft of wetland ❑ Wetland is fed by groundwater high in phosphorus or nitrogen ❑ Other YES multiply score in D 1. by 2 NO multiply score in D 1, by 1 D TOTAL -Water Quality Functions Multiply the score from DI by D2 Add score to table on p. I 12 Wetland Rating Form — western Washington 5 August 2004 Version 2 Updated with new WDFW definitions Oct. 2008 Wetland name or number: A w< . d,,,....F HYDRO>4QGIC F N TIONS ,- `.Indicators that wetland functions to reduce lflood',and stream degradation D 3. Does the wetland have the potential to reduce floodingand erosion? (see p. '46).. D D 11 Characteristics of surface water flows out of the wetland unit Unit is a depression with no surface water leaving it (no outlet) ...................................... points = 4 Unit has an intermittently flowing, or highly constricted permanently flowing outlet..... points = 2 Unit is a "flat' depression (Q.7 on key), or in the Flats class, with permanent surface outflow and 0 no obvious natural outlet, and/or outlet is a inan-made ditch ...................................... points � 1 (If ditch is not permanently flowing treat unit as "intermittently flowing" ) Unit has an unconstricted. orslightlyconstricted. surface outlet (permanentU in = D D 3.2 Depth of storage during wet periods Estimate the height of ponding above the bottom of the outlet For units with no outlet measure from the surface of permanent water or deepest part (if dry). Marks of ponding are at least 3 ft or more above the surface or bottom of outlet ................ points = 7 The wetland is a "headwater" wetland"............................................................................... points = 5 5 Marks ot pondingbetween 2 ft to < 3 ft irom sur ace or bottom of outlet ........................... otnts = - Marks are at least 0.5 ft to < 2 ft from surface or bottom of outlet ...................................... points = 3 Unit is flat (yes to Q.2 or Q.7 on key) but has small depressions on the surface that trapwater .... ....................................... .... ..... ....... ............. ....... ............ — .... :................... points = 1 Marks of ponding less than 0.5 ft ........................ _ D D 3.3 Contribution of wetland unit to storage in the watershed Estimate the ratio of the area of upstream basin contributing surface water to the wetland to the area of the wetland unit itself. The area of the basin is less than 10 times the area of the unit ............................................ points = 5 0 The area of the basin is 10 to 100 times the area of the unit ............................................... points = 3 The area of the basin is more than 100 times the area of the unit ............................. I.......... points = Entire unit is in the FLATS class......................................................................................... points = 5 D Total for D 3 Add the points in the boxes above 5 D D 4. Does the wetland unit have the opportunity to reduce flooding and erosion? (seep. 49) Answer YES if the unit is in a location in the watershed where the flood storage, or reduction in water velocity, it provides helps protect downstream property and aquatic resources from flooding or excessive and/or erosive flows. Answer NO if the water coming into the wetland is controlled by a structure such as flood gate, tide gate, flap valve, reservoir. etc. OR you estimate that more than 90% of the water in the wetland is from groundwater in areas where damaging groundwater flooding does not occur. Note which of the following conditions apply. ❑ Wetland is in a headwater of a river or stream that has flooding problems ® Wetland drains to a river or stream that has flooding problems multiplier ❑ Wetland has no outlet and impounds surface runoff water that might otherwise flow into a river or stream that has flooding problems ❑ Other ❑ YES multiplier is 2 ❑ NO multiplier is 1 D TOTAL - Hydrologic Functions Multiply the score from D 3 by D 4 to Add score to table on p. 1 Wetland Rating Form — western Washington 6 August 2004 Version 2 Updated with new WDFW definitions Oct. 2008 Wetland name or number: A These questions apply to wetlands of all HGM classes. HABITAT FUNCTIONS - Indicators that wetland functions to provide irnportant habitat H 1. Does the wetland have the potential to provide habitat for many species? H I A Vegetation structure (see p. 72) Check the types of'vegetation classes present (as defined by Cowardin) if the class is 114 acre or covers more than 10% of the area of'the wetland if unit .smaller than 2.5 acres. ❑ Aquatic bed ® Emergent plants ® Scrub/shrub (areas where shrubs have >30% cover) ® Forested (areas where trees have >30% cover) ❑ Forested areas have 3 out of 5 strata (canopy, sub -canopy, shrubs, herbaceous, mos.,lground- 2 cover) that each cover 20% within the forested polygon Add the number of vegetation types that qualify. If you have. 4 structures or more. ...................... points = 4 3 structures ................................... points = 2 2 structures ................................... points = 1 1 structure ..................................... points = 0 H 1.2_ Hydroperiods (seep. 73) Check the types of water regimes (hydroperiods) present within the wetland. The water regime has to cover more than 1070 of'the wetland or 114 acre to count. (see text for descriptions of hydroperiods) ® Permanently flooded or inundated 4 or more types present ................. points = 3 ® Seasonally flooded or inundated 3 types present ................................ points = 2 ❑ Occasionally flooded or inundated 1 2 types present ............................... points = 1 ❑ Saturated only 1 types present ........... . ........ . ....points = 0 1 ❑ Permanently flowing stream or river in, or adjacent to, the wetland ❑ Seasonally flowing stream in, or adjacent to, the wetland ❑ Lake fringe wetland = 2 points ❑ Freshwater tidal wetland = 2 points H 1.3. Richness of Plant Species (see p. 75) Count the number of plant species in the wetland that cover at least 10 ft', (different patches of the same species can be combined to meet the size threshold) You do not have to name the species. Do not include Eurasian milfoil, reed canarygrass, purple loosestrife, Canadian thistle If you counted: > 19 species ............................. points = 2 List species below if you want to, 5 - 19 species ............................ voints = 1 < 5 species ............................... points = 0 l Wetland Rating Form — western Washington 7 August 2004 Version 2 Updated with new WDFW definitions Oct. 2008 Wetland name or number: A H 1-4. lnterspersion of habitats (seep. 76) Decide from the diagrams below whether interspersion between Cowardin vegetation classes (described in H 1. 1), or the classes and unvegetated areas (can include open water or mudflats) is high, medium, low, or none - (:0:) None = 0 points Low w I point Moderate TM 2 points riparian braided channels) High = 3 points NOTE: If you have four or more vegetation types or three vegetation types and open water the rating is always "high" - H 1.5. Special Habitat Features: (seep. 77) Check the habitatfeatures that are present in the wetland- The number of checks is the number of points you put into the next column. ® Large, downed, woody debris within the wetland (>4in. diameter and 6 ft long). ® Standing snags (diameter at the bottom > 4 inches) in the wetland ❑ Undercut banks are present for at least 6.6 ft (2m) and/or overhanging vegetation extends at least 3.3 ft (1m) over a stream for at least 33 ft (10m) 2 ❑ Stable steep banks of fine material that might be used by beaver or muskrat for denning (>30degree slope) OR signs of recent beaver activity are present ❑ At least 1/a acre of thin -stemmed persistent vegetation or woody branches are present in areas that are permanently or seasonally inundated. (structures for egg -laying by amphibians} ❑ Invasive plants cover less than 25% of the wetland area in each stratum of plants Note: The 20% stated in early printings of the manual on page 78 is an error. H 1. TOTAL Score - potential for providing habitat 8 Add the scores from HI.I, H1.2, H1.3, H1.4, H1.5 Wetland Rating Form — western Washington 8 August 2004 Version 2 Updated with new WDFW definitions Oct- 2008 Wetland name or number: A H 2. Does the wetland have the opportunity to provide habitat for many species? H 2.1 Buffers (seep. 80) Choose the description that best represents condition of buffer of wetland. The highest scoring criterion that applies to the wetland is to be used in the rating. See text for definition of "undisturbed. " ❑ 100 in (330ft) of relatively undisturbed vegetated areas, rocky areas; or open water X95% of circumference. No developed areas within undisturbed part of' buffer. (relatively undisturbed also means no-grazing).......................•.......•....._._.............................. Points = 5 ❑ 100 in (330 ft) of relatively undisturbed vegetated areas, rocky areas, or open water > 50% circumference.......................................................................................... Points = 4 ❑ 50 m (170ft) of relatively undisturbed vegetated areas, rocky areas, or open water X95% circumference............................................................................................. Points = 4 ❑ 100 m (330ft) of relatively undisturbed vegetated areas, rocky areas, or open water > 25% circumference........................................................................................-_Points= 3 1 ❑ 50 m (170ft) of relatively undisturbed vegetated areas, rocky areas, or open water for > 50% circumference...................................................................................... Points = 3 If buffer does not meet any of the criteria above ❑ No paved areas (except paved trails) or buildings within 25 in (80ft) of wetland > 95%v circumference. Light to moderate grazing, or lawns are 0K_. ..... ...... _ Points = 2 ❑ No paved areas or buildings within 50m of wetland for X50% circumference. Light to moderate grazing, or lawns are OK...-- ....... I .......................................................... Points = 2 ❑ Heavy grazing in buffer..........................................................................................................Points = I ❑ Vegetated buffers are <2m wide (6.6ft) for more than 95% of the circumference (e.g. tilled fields, paving, basalt bedrock extend to edge of wetland ...................................... Points = 0 ® Buffer does not meet any of the criteria above. Points = 1 H 2.2 Corridors and Connections (seep. 81) H 2.2.1 Is the wetland part of a relatively undisturbed and unbroken vegetated corridor (either riparian or upland) that is at least 150 ft wide, has at least 30%v cover of shrubs, forest or native undisturbed prairie, that connects to estuaries, other wetlands or undisturbed uplands that are at least 250 acres in size? (dams in riparian corridors, heavily used gravel roads, paved roads, are considered breaks in the corridor). YES = 4 points (go to H 23) NO = go to H 2.2.2 H 2.22 Is the wetland part of a relatively undisturbed and unbroken vegetated corridor (either riparian or upland) that is at least 50ft wide, has at least 30% cover of shrubs or forest, and connects to 1 estuaries, other wetlands or undisturbed uplands that are at least 25 acres in size? OR a Lake -fringe wetland, if it does.not have an undisturbed corridor as in the question above? YES = 2 points (go to H 2.3) NO = H 2.2.3 H 2.2.3 Is the wetland: within 5 mi (8km) of a brackish or salt water estuary OR within 3 nn ot a large held or pasture acres R within 1 mi of a lake greater than 20 acres? I YES —I point I NO = 0 points Wetland Rating Form — western Washington 9 August 2004 Version 2 Updated with new WDF'W definitions Oct. 2008 Wetland name or number: A H 2.3 Near or adiacent to other priority habitats listed by WDFW (see new and complete descriptions of WDFW priority habitats, and the counties in which they can be found, in the PHS report htip://wdfw. w_a&o v/hablphslist. htn} Which of the following priority habitats are within 330ft (100m) of the wetland? (,VOTE: the connections do not have to be relatively undisturbed) ❑ Aspen Stands: Pure or mixed stands of aspen greater than 0.4 ha (I acres). ❑ Biodiversity Areas and Corridors: Areas of habitat that are relatively important to various species- of peciesof native fish and wildlife (full description in I.VDFW PHS report p. 152) ❑ Herbaceous Balds: Variable size patches of grass and (orbs on shallow soils over bedrock. ❑ Old-growth/Mature forests: Old- rowth west of Cascade crest Stands of at least 2 tree species, forming a multi -layered canopy with occasional small openings; with at least 20 trees/ha (8 trees/acre) > 81 cm (32 in) dbh or > 200 years of age. (Mature forests) Stands with average diameters exceeding 53 em (21 in) dbh; crown cover may be less that 10010; crown cover may be less that 100%; decay, decadence, numbers of snags, and quantity of large downed material is generally less than that found in old-growth; 80 - 200 years old west of the Cascade crest. ❑ Oregon white Oak: Woodlands Stands of pure oak or oak/conifer associations where canopy coverage of the oak component is important (full descriptions in WDFW PHS report p. 158.) ❑ Riparian: The area adjacent to aquatic systems with flowing water that contains elements of both aquatic and terrestrial ecosystems which mutually influence each other_ ❑ Westside Prairies: Herbaceous, non -forested plant communities that can either take the form of a dry prairie or a wet prairie (full descriptions in WDFW PHS report p. 161) 0 ❑ Instream: The combination of physical, biological, and chemical processes and conditions that interact to provide functional life history requirements for instream fish and wildlife resources. ❑ Nearshore: Relatively undisturbed nearshore habitats. These include Coastal Nearshore, Open Coast Nearshore, and Puget Sound Nearshore. (full descriptions of habitats and the definition of' relatively undisturbed are in WDFW report: pp. 167-169 and glossary in Appendix A.) ❑ Caves: A naturally occurring cavity, recess, void, or system of interconnected passages under the earth in soils, rock, ice, or other geological formations and is large enough to contain human. ❑ Cliffs: Greater than 7.6 m (25 ft) high and occurring below 5000 ft. ❑ Talus: Homogenous areas of rock rubble ranging in average size 0.15 - 2.0 m (0.5 - 6.5 ft), composed of basalt, andesite, and/or sedimentary rock, including riprap slides and mine tailings. May be associated with cliffs. ❑ Snags and Logs: Trees are considered snags if they are dead or dying and exhibit sufficient decay characteristics to enable cavity excavation/use by wildlife. Priority snags have a diameter at breast height of >51 cm (20 in) in western Washington and are > 2 m (6.5 ft) in height. Priority logs are > 30cm (12 in) in diameter at the largest end, and > 6m (20 ft) long. If wetland has 3 or more priority habitats = 4 points If wetland has 2 priority habitats = 3 points If wetland has 1 priority habitat =1 point No habitikt5 = 0 points Note: All vegetated wetland are by definition a priority habitat but are not included in this list. Nearby wetlands are addressed in question H2.4. Wetland Rating Form — western Washington 10 August 2004 Version 2 Updated with new WDFW definitions Oct. 2008 ' Wetland name or number: A H 2.4 Wetland Landscape (choose the one description of'the landscape around the wetland that best fits) (seep. 84) There are at least 3 other wetlands within 1/2 mile, and the connections between them are relatively undisturbed (light grazing between wetlands OK, as is take shore with some boating, but connections should NOT be bisected by paved roads, fill, fields, or other development.................................................................................................................. points — 5 The wetland is Lake. -fringe on a lake with little disturbance and there are 3 other lake -fringe wetlands within 1/2 mile..... .......................................... ........................................ points = 5 3 There are at least 3 other wetlands within 1/2 mile, BUT the connections between thorn aredisturbed ......................................................I—— .. .... i — ....................................................... rot — 3 The wetland is Lake -fringe on a lake with disturbance and there are 3 other lake -fringe wetlandwithin r/2 mile............................................................................................................ points = 3 There is at least 1 wetland within 1/2 mile.................................................................................... points = 2 There are no wetlands within 1/2 mile......:.................................................................................... points = 0 H 2. TOTAL Score - opportunity for providing habitat 5 Add the scores from H2.1, H2.2, H2.3, H2.4 TOTAL for H1 from page 14 8 Total Score for Habitat Functions — add the points for H 1, H 2 and record the result on p. 1 13 Wetland Rating Form — western Washington 1 L August 2004 Version 2 Updated with new WDFW definitions Oct. 2008 Wetland name or number: A CATEGORIZATION BASED ON SPECIAL CHARACTERISTICS Please determine if the wetland meets the attributes described below and circle the appropriate Category. Wtlan l)yOe � . Category Check off any criteria that apply to the wetland. Circle the Category when the appropriate criteria are met. SC 1.0 Estuarine wetlands (seep. 86) Does the wetland unit meet the following criteria for Estuarine wetlands'! ❑ The dominant water regime is tidal, ❑ Vegetated, and ❑ With a salinity greater than 0.5 ppt. YES = Go to SC 1.1 NO SC 1.1 Is the wetland unit within a National Wildlife Refuge, National Park, National Estuary Reserve, Natural Area Preserve, State Park or Educational, Cat. I Environmental, or Scientific Reserve designated under WAC 332-151? DYES = Category I ❑NO = go to SC 1.2 SC 1.2 Is the wetland unit at least I acre in size and meets at least two of the Cat. I following. three conditions? DYES = Category I ❑NO = Category Il ❑ The wetland is relatively undisturbed (has no diking, ditching, filling, cultivation, grazing, and has less than 10% cover of non-native plant Cat. II species. If the non-native Spartina spp. are the only species that cover more than 10% of the wetland, then the wetland should be given a dual rating (I/II) The are aof Spartina would be rated a Category II while the relatively undisturbed upper marsh with native species would be a Dual rating Category 1. Do not, however; exclude the area of Spartina in determining UII the size threshold of 1 acre. ❑ At least 3/ .of the landward .edge of the wetland has a 100 ft buffer of shrub, forest, or un -grazed or un -mowed wetland. ❑ The wetland has at least 2 or the following features: tidal channels, depressions with open water, or contiguous freshwater wetlands. Wetland Rating Form — western Washington 12 August 2004 Version 2 Updated with new WDFW definitions Oct. 2008 Wetland name or number: A SC 2.0 Natural Heritage Wetlands (seep. 87) Natural Heritage wetlands have been identified by the Washington Natural Heritage Program/DNR as either high quality undisturbed wetlands or wetlands that support state Threatened, Endangered, or Sensitive plant species. SC 2.1 Is the wetland being rated in a Section/Township/Range that contains a Natural Heritage wetland? (this question is used to screen out most sites before you need to contact WNHP/DNR) S/T/R information from Appendix D ❑ or accessed from WNHP/DNR web Cat. I site ❑ YES❑ — contact WNHP/DNR (see p. 79)and go to SC 2.2 NO SC 2.2 Has DNR identified the wetland as a high quality undisturbed wetland or as or as a site with state threatened or endangered plant species? YES = Category I NO ❑ Not a Heritage Wetland SC 3.0 Bogs (seep. 87) Does the wetland (or any part of the unit) meet both the criteria for soils and vegetation in bogs? Use the key below to identify if the wetland is a bog. If you answer yes, you will still need to rate the wetland based on its functions. 1. Does the wetland have organic soils horizons (i.e. layers of organic soil), either peats or mucks, that compose 16" or more of the first 32 inches of the soil profile? (See_ Appendix B for a field key to identify organic soils.) Yes - go to Q.3 NO -go to Q.2 2. Does the wetland have organic soils, either peaty or mucks, that are less than 16 inches deep over bedrock or an impermeable hardpan such as clay or volcanic ash, or that are floating on top of a lake or pond? Yes - go to Q.3 NO ® is not a bog for purpose of rating 3. Does the wetland have more than 74% cover of mosses at ground level, AND other plants, if present, consist of the "bog" species listed in Table 3 as a significant component of the vegetation (more than 30% of the total shrub and herbaceous cover consists species in Table 3)? Yes — Is a bog for purpose of rating NO - go to Q.4 NOTE: If you are uncertain about the extent of mosses in the understory, you may substitute that criterion by measuring the pH Qf the water that seeps into a hole dug at least 16" deep. If the pH is less than S.0 and the "bog" plant species in Table 3 are present, the wetland is a bog. 4. Is the wetland forested (>30% cover) with sitka spruce, subalpine fir, Cat. I western red cedar, western hemlock, lodgepole pine, quaking aspen, Englemann's spruce, or western white pine, WITH any of the species (or combination of species) on the bog species plant list in Table 3 as a significant component of the ground cover (>30% coverage of the total shrub/herbaceous cover)? YES = Category I NO ❑ is not a bog for purpose of rating Wetland Rating Form — western Washington 13 August 2004 Version 2 Updated with new WDFW definitions Oct. 2008 Wetland name or number A SC 4.0 Forested Wetlands (seep. 90) Does the wetland have at least 1 acre of forest that meet one of these criteria for the Department of Fish and Wildlife's forests as priority habitats? If you answer yes you will still need to rate the wetland based on its functions. ❑ Old growth forests: (west of Cascade crest) Stands of at least two tree species, forming a multi -layered canopy with occasional small openings; with at least 8 trees/acre (20 trees/hectare) that are at least 200 years of age OR have a diameter at breast height (dbh) of 32 inches (81 cm) or more. Note: The criterion for dbh is based on measurements for upland forests. Two hundred year old trees in wetlands will often have a smaller dbh because their growth rates are often slower. The DFW criterion is and "OR" so old- growth forests do not necessarily have to have trees of this diameter. ❑ Mature forests: (west of the Cascade crest) Stands where the largest trees arc 80-200 years old OR have average diameters (dbh) exceeding 21 in (53 cm); crown cover may be less than 100%; decay, decadence, numbers of snags, and quanitity of large downed material is generally less than that found in old -grow YES = Category 1 NO ® not a forested wetland with special characteristics Cat. I SC 5.0 Wetlands in Coastal Lagoons (see p. 91) Does the wetland meet all of the following criteria of a wetland in a coastal lagoon? ❑ The wetland lies in a depression adjacent to marine waters that is wholly or partially separated from marine waters by sandbanks, .gravel banks, shingle, or, less frequently, rocks. ❑ The lagoon in which the'wetland is located contains surgace water that is saline or brackish (> 0.5 ppt) during most of the year in at least a portion of the lagoon (needs to be measured near the bottom) YES — Go to SC 5.1 NO ® not a wetland in a coastal lagoon Cat. I SC 5.1 Does the wetland meet all of the following three conditions? ❑ The wetland is relatively undisturbed (has no diking, ditching, filling, cultivation, grazing), and has less than 20% cover of invasive plant species (see list of invasive species on p. 74). ❑ At least 3/4 of the landward edge of the wetland has a 100 ft buffer of , shrub, forest, or un -grazed or un -mowed grassland. Cat. II ❑The wetalnd is larger than 1/10 acre (4350 square feet) - YES Category I NO = Category I1 Wetland Rating Form — western Washington 14 August 2004 Version 2 Updated with new WDFW definitions Oct. 2008 Wetland name or number: A " SC 6.0 Interdunal Wetlands (see p. 93) Is the wetalnd unit west of the 1889 line (also called the Westarn Boundary of Upland Ownership or WBUO)`? YES - go to SC 6.1 NO ® not an interdunal wetland for rating If you answer yes you will still need to rate the wetland based on its functions. In practical terms that means the fallowing geographic areas: - Long Beach Peninsula - lands west of SR 103 - Gray] and -Westport - lands west of SR 105 - Ocean Shores-Copalis - lands west of SR 115 and SR 109 SC 6.1 Is the wetland I acre or larger, or is it in a mosaic of wetlands that is 1 acre or larger? YES = Category Il NO - go to SC 6.2 Cat. II SC 6.2 is the unit between 0.1 and 1 acre, or is it in a mosaic of wetlands that is between 0.1 and 1 acre? YES = Category III Cat. III _ NIA ATF �E E � Wetland Rating Form — western Washington 15 August 2004 Version 2 Updated with new WDFW definitions Oct. 2008 WETLAND DETERMINATION DATA FORM Kirkland Washington 98033 WATERSHED Western Mountains, Valleys, and Coast Supplement to the (425) 822-5242 COMPANY 1987 COE Wetlands Delineation Manual ED watershedco.com Project Site: Sibley Residence Sampling Date: 719110 Applicant/Owner: Chris Sibley Sampling Point: DP- 1 Investigator: RMK, MKM City/County: Renton/Kin Sect., Township, Range S-10 T 23N R 5E State: WA Landform (hillslope, terrace, etc? Depression Slope (%) 5 Local relief {concave, convex, none) Concave Subregion (LRP} A' Lat 147.4988 Long 122.1508 1Datum Solt Map Unit Name I Alderwood gravelly sandy loam, 6 to 15 percent slopes NW I classification NIA Are climaticfhydrologic conditions on the site typical for this time of year? ® Yes ❑ No (If no, explain in remarks.) Are "Normal Circumstances" present on the site? ® Yes ❑ No 3. Are Vegetation ❑, Soil, 0, or Hydrulogy ❑ significantly disturbed? Are Vegetation ❑, SOO, ❑, or Hydrology ❑ naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site Hydrophytic Vegetation Present? Hydric Soils Present? Wetland Hydrology Present? Remarks: ® Yes ❑ No Is this Sampling Point within a Wetland? ❑ Yes No © Yes ❑ No VFGFTATIf7N _ I ko artianfifir namnc of n1.ml fres, etc. Yes FNI No Tree Stratum (Plot size 5m diam. ) Absolute % Dominant Indicator Dominance Test Worksheet Cover Species? Status t' Number of Dominant Species that are OBL, FACW,'or FAC: 1 (A} 2. 3. Total Number of Dominant Species Across All Strata: 1 4. (B) - Total Cover Percent of Dominant Species- that are OBL, FAGW, or FAC: 100 Sapling/Shrub Stratum (Plot size 3m diam. } (AIB) t- Prevalence Index Worksheet Total /o Cover of Multiply by OBL species x 1 2. 3' 4. _ FACW species x 2 = 5' FAC species x 3 R - Total Cover FACU species x4= UPL species X5- Herb Stratum (Plot size 1 m diam. } Column totals (A) (g) t Phalarls arundinacea 95 Yes FACW Prevalence Index = B 1 A = 2. F uisetum telmatela 10 No FACW 3. 4' H dro h is Vegetation Indicators 5. Yes Dominance test is 7 50°� 6' Prevalence test is s 3-a Morphological Adaptations '(provide supporting data in remarks or an a separate sheet} @' 9' _ Wetland Non -Vascular Plants ' to' Problematic Hydrophytic Vegetation " (explain) t t. 105 = Total Cover lndreators of hydric s6i and wetland hydrology must be present, unless disturbed or problematic WoodVine Stratum (Plot size ) F_ 2. =Total Cover Hydrophytic Vegetation Present? Yes ® No % Bare Ground in Herb Stratum Remarks: US Army Corps of e=ngineers Western Mountains, Valleys, and Coast - Interim Version 9!Rl- Samnlinn Pnini - r)P.9 HYDROLOGY Welland Hydrology Indicators: Profile Descri lion: Describe to the de th needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features ❑ Aquatic Invertebrates (613) ❑ Saturalion Visible on Aerial Imagery (C9) inches Texture Remarks Color moist % Color moist % Presence of Reduced Iron (C4) FAC-Neutrai Test (D5) T e Loc 0-16 10YR 212 100 Surface Soil Cracks (B6) Inundation Visible on Aerial ❑ ❑ Stunted or Stressed Plants (D1) (LRR A) ❑ Frost -Heave Hummocks Other (explain in remarks) Imagery (137) Silly clay Field Observations Surface Water Present? ❑ Yes ® No Depth (in): Water Table Present? ❑ Yes ® No Depth (in): Weiland Hydrology Present? Yes F1 No ® Saturation Present? ❑ Yes No Depth (in): (includes capillary fringe) `Type- C=Concentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains 'Loc: PL -Pore Lining, M=Matrix H dric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for problematic Hydric Soils' ❑ Histosol (A1) ❑ Sandy Redox (S5) ❑ 2cm Muck (A10) ❑ Histic Fpipedon (A2) ❑ Stripped Matrix (S6) ❑ Red Parent Material (TF2) ❑ Slack Histic (A3) ❑ Loamy Mucky Mineral (F1) (except MLRA i) ❑ Other {explain in remarks} ❑ Hydrogen Sulfide (A4) ❑ Loamy Gleyed Matrix (F2) El ❑ Depleted Below Dark Surface (Al 1) ❑ Depieted Matrix (F3) ❑ Thick Dark Surface (Al2) ❑ Redox Dark Surface (F6) a Indicators of h.ydrophytic vegetation and wetland hydrology must ❑ Sandy Mucky Mineral(S1) ❑ Depleted Dark Surface (F7) be present, unless disturbed or problematic ❑ Sandy Gleyed Matrix (S4) ❑ Hedox Depressions (F8) Restrictive Laver W oresentl: Type: Hydric soil present? Yes No Depth (inches): Remarks: HYDROLOGY Welland Hydrology Indicators: Primary Indicators (minimum of one required; Surface water (Al) ❑ High Water Table (A2) ❑ Saturation (A3) check ❑ ❑ ❑ all that apply): Secondary Indicators (2 or more required): Sparsely Vegetated Concave Surface (BB) Water -Stained Leaves (139) (MLRA 1, 2, 4A & 4B) Water -Stained Leaves (except MLRA 1, 2, 4A & 4B) (139) Drainage Patterns (1310) Salt Crust (B11) Dry -Season Water Table (C2) Water Marks (131) ❑ Aquatic Invertebrates (613) ❑ Saturalion Visible on Aerial Imagery (C9) Sediment Deposits (B2) Drift Deposits (133) ❑ ❑ Hydrogen Sulfide Odor (Cl) Geomorphic Position (02) Oxidized Rhizospheres along Living Roots (C3)❑ Shallow Aquitard (03) Algal Mat or Crust (84) ❑ Presence of Reduced Iron (C4) FAC-Neutrai Test (D5) Iran Deposits (B5) ❑ Recent Iron Reduction in Tilled Soils (C6) Raised Ant Mounds (D6) (LRR A) Surface Soil Cracks (B6) Inundation Visible on Aerial ❑ ❑ Stunted or Stressed Plants (D1) (LRR A) ❑ Frost -Heave Hummocks Other (explain in remarks) Imagery (137) Field Observations Surface Water Present? ❑ Yes ® No Depth (in): Water Table Present? ❑ Yes ® No Depth (in): Weiland Hydrology Present? Yes F1 No ® Saturation Present? ❑ Yes No Depth (in): (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring welt, aerial photos, previous inspections), if available: Remarks: Moist, not saturateddddd US Army Corps of Engineers Western Mountains, Valleys, and Coast - Interim Version t � WATERSHED 750 Sixth Street South WETLAND DETERMINATION DATA FORM Kirkland, Washington 98033 Western Mountains, Valleys, and Coast Supplement to the (425) 822-5242 1987 COE Wetlands Delineation Manual watershedco.com Project Site: Sibley Residence Sampling Cate: 719110 Applicant/Owner: Chris Sibley Sampling Point: DP 2 Investigator: RMK, MKM City/County: Renton/King Sect., Township, Range S110 T 23N R 5E State: WA Landform (hillslope, terrace, etc) Depression Slope (%) $ Ldcal relief (concave, convex, none) Concave Subregion (LRR) A Lat 47.4988 Long -122,1508 Datum Soil Map Unit Name Alderwood gravelly sandy loam, 6 to 15 percent slopes NWI classification I N!A Are climaticihydrologic conditions on the site typical for this time of year? ® Yes ❑ No {If no, explain in remarks.) Are "Normal Circumstances" present on the site? ® Yes ❑ No Total Number of Dominant Species Across All Strata: 2 Are Vegetation ❑, Soil, ❑, or Hydrology ❑ significantly disturbed? 4- Are Vegetation ❑, Soil, Q, or Hydrology ❑ naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS - Attach site Hydrophytic Vegetation Present? Hydric Soils Present? Wetland Hydrology Present? Remarks: ® Yes 'M No Is this Sampling Point within a Wetland? ® Yes l No ® Yes ❑ No VEGETATION - Use scientific names of nlantc- ares, etc. �� -,� ,Yes I I lI No Tree Stratum (Plot size 5m diam, } Absolute % Cover Dominant Species? Indicator Status Dominance Test Worksheet 1. Number of Dominant Species 2 that are OBL, FACW, or FAC: (A) 2. 3. Total Number of Dominant Species Across All Strata: 2 {B} 4- SaplinglShruh Stratum (Plot size 3m diam. ) = Total Cover Percent of Dominant Species that are OBL, FACW, or FAC: 1 �- (A/B) 1' Prevalence Index Worksheet Total % Cover of Multiply by OBL species x 1 = 2' 3. 4. FACW species x 2 = 5. FAC species x 3 = Herb Stratum (Plot size 1 m diam. } = Total Cover FACU species x 4 = UPL species x 5 = Column totals (A) 6 ) 1- Phalarfs arundinacea 50 Yes FACW Prevalence Index = B 1 A 2. Typha lafifolle 1s Yes OBL -T- .4' 4. Hydrophytic Ve etation Indicators 5. Yes Dominance test is s 50% s. Prevalence test is s 3.4 ' 7' Morphological Adaptations ' (provide supporting data in remarks or on a separate sheet) a. 9. Weiland Nan -Vascular Plants ' to. Problematic Hydrophytic Vegetation ' (explain) tt. Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic Woody Vine Stratum (Plot size ) = Total cover Hydrophytic Vegetation Present? Yes ® No t. 2. = Total Cover Bare Ground in Herb Stratum Remarks: US Army Corps of rrngmeers Westem Mountains, Valleys, and Cnast - lrrterim Version SOIL Smmnlinn Dnin4 - nD HYDROLOGY Wetland Hydrology indicators: Profile Descri tion: (Describe to the depth needed to document the indicator or confirm the absence of indicators. Depth Matrix all that apply): Sparsely Vegetated Concave Surface (68) Water -Stained Leaves (except MLRA 1, 2,41A & 4B) (B9) Salt Crust (B11) Aquatic Invertebrates (613) ,Hydrogen Sulfide Odor (C1) Oxidized Rhizospheres along Living Roots (C3) Presence of Reduced Iron (C4) Recent Iron Reduction in Tilled Soils (C6) Stunted or Stressed Plants (D1) (LRR A) Other (explain in remarks) Redox Features Imagery (B7) inches Texture Remarks Color moist I% Color moist % Type' Loc 0-14 10YR 2I2 100 Welland Hydrology Present? Yes No ® ® (includes capillary fringe) Loamy clay Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: 'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains 2Loc: PL=Pare Lining, M=Matrix H dric Soil Indicators: (Applicable to ❑ Histosol (Al) ❑ Histic Epipedon (A2) ❑ I Black Histic (A3) ® Hydrogen Sulfide (A4) ElDepleted Below Dark Surface (At 1) ❑ Thick [)ark Surface (At 2) ❑ Sandy Mucky Mineral (S1) © Sandy Gleyed Mafrix (S4) all LRRs, unless otherwise noted.) ❑ Sandy Redox (55) ❑ Stripped Matrix (36) ❑ Loamy Mucky Mineral (F1) (except MLRA ❑ Loamy Gleyed Matrix (F2) ❑ Depleted Matrix (F3) ❑ Redox Dark Surface (F6) ❑ Depleted Dark Surface (F7) ❑ Redox Depressions (Fa) Indicators for Problematic Hydric Soils ❑ 2cm Muck (A10) ❑ Red Parent Material (T F2) 1) ❑ Other (explain in remarks) ❑ 3Indicators of hydrophylic vegetation and wetland hydrology must be present, unless disturbed or prob€erratic Restrictive Laver (if Dresent): Type: Depth (taches): Hydric sail present? Yes No Remarks: HYDROLOGY Wetland Hydrology indicators: Primary Indicators (minimum of one required: Surface water (At) High Water Table (A2) ❑ Saturation (A3) ❑ Water Marks (81) Sediment Deposits (132) Drift Deposits (133) Algal Mat or Crust (B4) Iron Deposits (65) Surface Soil Cracks (B6) Inundation Visible on Aerial check ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ all that apply): Sparsely Vegetated Concave Surface (68) Water -Stained Leaves (except MLRA 1, 2,41A & 4B) (B9) Salt Crust (B11) Aquatic Invertebrates (613) ,Hydrogen Sulfide Odor (C1) Oxidized Rhizospheres along Living Roots (C3) Presence of Reduced Iron (C4) Recent Iron Reduction in Tilled Soils (C6) Stunted or Stressed Plants (D1) (LRR A) Other (explain in remarks) Secondary Indicators (2 or more required): ❑ Water -Stained Leaves (139) (MLRA 1, 2, 4A & 413) Drainage Patterns '(B10) Dry -Season Water Table (C2) Saturation Visible on Aerial Imagery (C9) Geomorphic Position (D21 Shallow Aquitard (133) FAC -Neutral Test (D5) Raised Ant Mounds (06) (LRR A) Frost -Heave Hummocks Imagery (B7) Field Observations Surface Water Present? Water Table Present? Saturation Present? [�p Yes Yes Yes ❑ No Depth (in): 1/4 ❑ No Depth (in): Surface ❑ No Depth (in): Surface Welland Hydrology Present? Yes No ® ® (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: US Army Corps of Engineers WeStern Mountains, Valleys, and Coast - interim Version sum CONSULTANTS Prepared for: Patricia M. Binder/Chris Sibley 980 Hoquiam Ave NE Renton, WA 98059 Prepared by: CPH Consultants Jamie B. Schroeder, PE 733 Seventh Avenue, Suite 100 Kirkland, WA 98033 August 27, 2010 CPTH CONSULTANTS 16- Prepared for: Patricia M. Binder/Chris Sibley 980 Hoquiam Ave NB Renton, WA 98059 Prepared by: CPH Consultants Jamie B. Schroeder, PE 733 Seventh Avenue, Suite 100 Kirkland, WA 98033 l' August 27, 2010 CONSULTANTS PRELIMINARY STORM DRAINAGE REPORT FOR BINDER/SIBLEY SHORT PLAT CITY OF RENTON, WA TABLE OF CONTENTS SECTION 1 — PROJECT OVERVIEW FIGURE 1 —VICINITY MAP SECTION 2 — CONDITIONS AND REQUIREMENTS SUMMARY 3 SECTION 3 — OFF-SITE ANALYSIS___________________ 5 TASK 1 — STUDY AREA DEFINITION AND MAPS TASK 2 -- RESOURCE REVIEW TASK 3 — FIELD INSPECTION TASK 4 — DRAINAGE SYSTEM DESCRIPTION FIGURES FIGURE 2 — TIR WORKSHEET FIGURE 3 — PREDEVELOPED SITE CONDITIONS FIGURE 4 — DEVELOPED SITE CONDITIONS APPENDICES APPENDIX A — NRCS SOILS MAP AND DATA APPENDIX B — OFF-SITE ANALYSIS MAPS AND FIGURES Site Planning Civil Engineering Projed Management Land Development Consulting BinderfSibley Short Plat Preliminary Storm Drainage Report SECTION 1 - PROJECT OVERVIEW This Preliminary Storm Drainage Analysis is provided to describe the stormwater conditions and proposed drainage improvements for the Binder/Sibley Short Plat project. It summarizes the analysis criteria of the proposed storm drain collection, water quality treatment, and flow control facilities for the project. The project will be reviewed in accordance with the surface water design standards in the City of Renton. A summary of the project is provided in Figure 2 — T!R Worksheet. The short plat project area includes improvements for an approximately 2.05 acre parcel (APN 1023059060) located on the southeast of the intersection of Hoquiam Ave NE and NE 10th Street at 980 Hoquiam Ave NE in the City of Renton, Washington. More specifically the site is located in a portion of the NE 1/a of Section 10, Township 23 North, Range 5 East, W.M., King County, Washington. The project proposes to subdivide this parcel into 2 separate residential building lots, a future development tract, and a sensitive areas tract by means of the City's short plat process. An existing residential home will remain on the site and will be encompassed in Lot 1 of the proposed short plat. The property is surrounded by existing residential homes to the east and south, and is fronted by Hoquiam Ave NE to the west and NE 10+h Street to the north. Hazel High School is located northwesterly across the intersection. Figure 1 provides a vicinity map highlighting the location of the project site. Figure T — Vicinity Map CPH Project No, 0100-10-003 August 27, 2010 CPIH CONSULTANTS Page 1 Binder/Sibley Short Plat Preliminary Storm Drainage Report The project proposes to provide utility services and improve the frontage along Hoquiam Ave NE to City standards, including curb and gutter, planter strip, and sidewalk. A new driveway apron will also be installed along NE 1011 Street to serve the new lot. Frontage improvements along NE 10th Street were already constructed with the adjacent Wedgewood Lane development. Domestic water and sanitary services will be connected to the existing mains located in NE 101h Street. Approximately 280 feet of frontage improvements are proposed along Hoquiam Ave NE. These improvements will add curb and gutter, planter strip, and sidewalk to the already widened roadway. The improvements will match improvements complete along NE l Ott Street and south of the subject property along Hoquiam Ave NE. The existing storm drainage conveyance system is already in place to serve the proposed improvements. The project site is located within the May Creek Drainage Basin within the Cedar River/Lake Washington Watershed. Storm drainage facilities are in place to serve the frontage improvements and on-site impervious area will be dispersed using storm drainage BMPs in the KCSWDM. Runoff from the frontage and on-site lots flow to the existing category 3 wetland located in the south end of the project site. The wetland complex flows easterly through off-site sensitive area tracts within the adjacent Wedgewood Lone development. On-site Soil Conditions The soils of the area are characterized by the Natural Resource Conservation Services (NCRS) as Alderwood gravelly sandy loam (AgC). These soils are characterized as having moderate slopes between b to 15 percent. Capacity of the most limiting layer to transmit water is classified as very low to moderately low. Copies of the NCRS soils map and soil descriptions are provided in Appendix A of this TIR. CPN Project No, 0100-10-003 August 27, 2010 CPTH CONSULTANTS page 2 Binder/Sibley Short Plat Preliminary Storm Drainage Report SECTION 2 - CONDITIONS AND REQUIREMENTS SUMMARY Compliance with Project Drainage Requirements The 2009 City of Renton amendments to the King County Surfacewater Design Manual (KCSWDM) specifies that eight core requirements and six special requirements shall be met for the project. The stormwater design criteria for the project are listed below. S WDM Core Requirements 1. Discharge at Natural Location: The project site is located within the May Creek Drainage Basin within the Cedar River/Lake Washington Watershed. Stormwater discharges from the site sheet flow southerly to the existing on-site wetland. Runoff from the frontage improvements along Hoquiam Ave NE is conveyed to the existing storm drainage inlet and below -grade pipe system on the east side of Hoquiam Ave NE. This system discharges to the wetland via a rock outfall at the southwest boundary of the site. The proposed development will maintain the current natural discharge patterns of the developed project site. 2. Offsite Analysis: Summarized in Section 3 — Offsite Analysis. 3. Flow Control: The project proposes less than 2,000 sf of new impervious area for the proposed off-site frontage improvements, as such no formal flow control facilies are required. On-site impervious area for the new home site is assumed to be 4,000 sf per City of Renton amendment section 3.2.2.1. The runoff is proposed to use full dispersion in accordance with KCSDM section C.2.1. No formal flow control facilities are required for the 2 -lot short plat. However, if the site should be redeveloped to reach its maximum density, a formal storm drainage facility will be required with the future design to serve all new and existing lots. 4. Conveyance System: The existing conveyance system will remain in place. On-site flows will continue to sheet flow southerly to the wetland. No new conveyance systems are proposed. 5. Erosion and Sediment Control: Erosion and sediment control will be addressed during final design and building permitting. 6. Maintenance and Operations: the proposed storm facilities within Hoquiam Ave NE are publically maintained by the City of Renton. On-site drainage BMPs will be privately maintained by the homeowners. 7. Financial Guarantees and Liability: A Bond Quantity Worksheet or Engineer's Estimate will be provided during final engineering design for any bonding requirements. 8. Water Quality: Water quality treatment is not required, since the project does not exceed the 5,000 sf threshold for new pollution generating impervious surface. SWDM Special Requirements 1. Other Adopted Area -Specific Requirements: No area -specific requirements apply to this project site. CPH Project No. 0100-10-003 August 27, 2010 CPTH CONSULTANTS Page 3 Binder/Sibley Short Plot Preliminary Storm Drainage Report 2. Flood Hazard Area Delineation: The limits of this project are not located within or in proximity to a 100 -year floodplain. 3. Flood Protection Facilities: Not applicable. 4. Source Control: No additional source control is proposed. 5. Oil Control: The project is not considered a high -use area and no oil control is proposed. 6. Aquifer Protection Area: The project is not known to be within an aquifer protection area. CPN Project No. 0700-10-003 CPTH CONSULTANTS August 27, 2010 Page 4 Binder/Sibley Short Plat Preliminary Storm Drainage Report SECTION 3 - OFF-SITE ANALYSIS Task 1: Study Area Definition and Maps The short plat project area includes approximately 2.05 acres (APN 1245002765) located at 980 Hoquiam Ave NE (APN 1245002765) in the City of Renton, Washington. More specifically the site is located in a portion of the NE 1/4 of Section 10, Township 23 North, Range 5 East, W.M., King County, Washington. The project proposes to subdivide this parcel into 2 separate residential building lots, a future development tract, and a sensitive areas tract by means of the City's short plat process. An existing residential home will remain on the site and will be encompassed in Lot 1 of the proposed short plat. The property is surrounded by existing residential homes to the east and south, and is fronted by Hoquiam Ave NE to the west and NE 101h Street to the north. Hazel High School is located northwesterly across the intersection. The attached Figure 3 — Pre -developed Site Conditions shows the existing site conditions. The existing site includes a residential home (to remain) at the northwest corner of the site, landscaping surrounding the house, a wetland located on the southern portion of the site, and the remainder of the site is covered in pasture. The surface water runoff from the site generally sheet flows at slopes ranging from 2 to 10% from the north end of the site to the wetland in the south. The wetland area is fairly flat and delineated from the remainder of the property by an existing split rail fence. The wetland tends easterly in flow through off-site sensitive area tracts within the adjacent Wedgewood Lane development. Task 2: Resource Review The project site area was reviewed and following are the findings and resources cited as part of the off-site drainage conditions analysis for the site. King County iMap property information data was reviewed. The area was not shown to be within any 100 -yr floodplain, or include special site conditions other than the on-site and surrounding wetlands. Drainage complaints were also reviewed and no drainage complaints were listed within the lost 10 years. Copies of all maps with the subject site area highlighted are included in Appendix B. Task 3: Field Inspection A field investigation of the site was conducted on Tuesday, August 24, 2010. The temperature during the visit was approximately 70 degrees and sunny. No precipitation was encountered during the site visit. This investigation included observations of current land use, ground cover, topographic conditions, and existing drainage patterns. The following are observations made with the field inspections: The existing on-site drainage basins and associated contributing areas are shown on Figure 3 of this report. The parcel is currently developed with a residential home, shed, and mature landscaping. The existing project site currently has approximately 3,500 sf of impervious area. The topography within this on-site basin generally tends southerly at surface grades ranging from 2% to 10%. Any surface water runoff from the site generally would disperse via sheet flow through the lawn and pasture area and collect in the wetland to the south. No ponding or evidence of erosion was observed at the time of visit. CPN Project No. 0100-10-003 August 27, 2010 CPTH CONSULTANTS Page 5 SinderfSibley Short Plat Preliminary Storm Drainage Report Storm drainage runoff from NE 10th Street is collected and conveyed in existing curb and gutter to catch basin inlets. A below -grade pipe system conveys the flows easterly to storm drainage facilities construction with the Wedgewood Lane development. No runoff from NE l Ott Street is directed to the ;project site. Task 4. Drainage System Description The project proposes to provide utility services and improve the frontage along Hoquiam Ave NE to City standards, including curb and gutter, planter strip, and sidewalk. A new driveway apron will also be installed along NE 10th Street to serve the new lot. Frontage improvements along NE l 0th Street were already constructed with the adjacent Wedgewood Lane development. The Developed Conditions are shown in Figure 4 of this report. CPN Project No. 0100-70.003 August 27, 2010 CPIH CONSULTANTS Page 6 Drainage along the frontage of Hoquiam Ave NE is currently collected in an existing below -grade pipe and inlet system. There are currently two catch basins which collect runoff from the eastern half of Hoquiam Ave NE from the intersection NE 1 01h Street to approximately 700 feet south to a high point in Hoquiam Ave NE. Downstream Basin The surface water runoff from the site is collected in the wetland facility on the south portion of the property. The wetland and buffer is proposed to be placed within a sensitive area tract to protect the wetland. The wetland flows easterly approximately 475 feet through off-site sensitive area tracts within the adjacent Wedgewood Lane development to a 24" culvert crossing Jericho Place NE. The 24" culvert heads easterly approximately 70 feet connecting to a sensitive area on the east side of the road. The wetland flows approximately 400 feet east where it merges with Honey Dew Creek. This drainage continues northerly approximately 450 feet through a heavily wooded area to the south side of NE l 01h Street where it crosses via a 36" culvert. The culvert extends and outfalls to the creek on the north side of NE 10th Street. The stream bed was dry and no evidence of recent surface flows or sediment deposits were observed. The creek then flows northerly through a densely wooded and vegetated area for approximately 2400 feet where is crosses westerly under Hoquiam Ave NE. No flows were observed and the culvert was not verified due to the dense vegetation. The drainage continues via channels and underground storm drainage systems to eventually enter May Creek approximately 2.5 miles from the site. No erosion or evidence of flooding was observed during the downstream analysis. • i Upstream Basin Drainage along the frontage of Hoquiam Ave NE is currently collected in an existing below -grade pipe and inlet system. There are currently two catch basins which collect runoff for approximately 700 feet of Hoquiam Ave NE south of the intersection NE 10th Street. The portion of road south of the subject . property is collected by a roadside ditch flowing north on the east side of the road and collected in a . 12" culvert. The approximately 50 foot culvert flows north to a catch basin set in the flow line of the existing curb and gutter and then heads east approximately 25 feet to a rock outfall located just south of the subject property. The northern portion of Hoquiam Ave NE is collected in a catch basin located along a thickened asphalt edge which is located approximately 200 feet south of NE 101, Street. Runoff flows southeasterly from this catch basin via a 12" pipe to a rock outfall located about 80 north of the southern property boundary. Both storm drainage outfalls sheet flow to the adjacent wetland. Storm drainage runoff from NE 10th Street is collected and conveyed in existing curb and gutter to catch basin inlets. A below -grade pipe system conveys the flows easterly to storm drainage facilities construction with the Wedgewood Lane development. No runoff from NE l Ott Street is directed to the ;project site. Task 4. Drainage System Description The project proposes to provide utility services and improve the frontage along Hoquiam Ave NE to City standards, including curb and gutter, planter strip, and sidewalk. A new driveway apron will also be installed along NE 10th Street to serve the new lot. Frontage improvements along NE l 0th Street were already constructed with the adjacent Wedgewood Lane development. The Developed Conditions are shown in Figure 4 of this report. CPN Project No. 0100-70.003 August 27, 2010 CPIH CONSULTANTS Page 6 Binder/Sibley Short Plat Preliminary Storm Drainage Report Approximately 280 feet of frontage improvements are proposed along Hoquiam Ave NE. These improvements will add curb and gutter, planter strip, and sidewalk to the already widened roadway. The improvements will match improvements complete along NE 1011 Street and south of the subject property along Hoquiam Ave NE. The frontage improvements will add approximately 1,400 sf of new impervious area. The existing storm drainage conveyance system and rock outfall are already in place to serve the proposed improvements. No formal flow control or water quality facilities are required since less than 2,000 sf of new impervious surface is being added. On-site impervious area for the new home site is assumed to be 4,000 sf per City of Renton amendment section 3.2.2.1. The runoff is proposed to use full dispersion in accordance with KCSDM section C.2.1. Runoff will sheet from from dispersion trench or other approved BMPs over more than 100 feet of native pasture prior to reaching the wetland. No formal flow control facilities are required for the 2 -lot short plat. However, if the site should be redeveloped to reach its maximum density, a formal storm drainage facility will be required with the future design to serve all new and existing lots. CPN Project No. 0 i 00- T 0-003 August 27, 2010 (YIH CONSULTANTS Page 7 CPJH CONSULTANTS FIGURES Site Planning Civil Engineering Project Management Land Development (multing r GV J KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL 1 TECHNICAL INFORMATION REPORT (TIR) WORKSHEET mart t PRGJEC"t OWN€ft,'��t� CT 1�NGIN ER 0R.OJE. Project Owner: Patricia Binder Phone: (425) 228-6999 Address: 980 Hoquiam Ave NE ❑ Renton, WA 98057 Project Engineer: Jamie Schroeder Phone: (425) 285-2390 ■ Landuse Services Subdivison / Short Subd. I UPD ❑ Building Services MIF 1 Commerical / SFR ❑ Clearing and Grading ❑ Right -of -Way Use ❑ Other Technical Information Report'. Type of Drainage Full / Targeted / Review (circle): Large Site Date (include revision dates): 8127110 Date of Final: Part 2 PACT `I.CA PJMtt ....::..... . .DE CRIOT"'10N Project Name: Binder/Sibley Short Plat DDES Permit #: Location: Township: 23 N Range: 5 E Section: i 0 Site Address: 980 Hoquiarn Ave NE Renton, WA ❑ DFW NPA ❑ COE 404 ❑ DOE Dam Safety ❑ FEMA Floodplain ❑ COE Wetlands ❑ Other ❑ Shoreline Management ■ Structural Rockery/Vault/ ❑ ESA Section 7 Sitee m e(circle Improvement Plan (Engr. Plans) Type (eire one): Full 1 Modified / Small Site Date (include revision dates): Date of Final: ttSS �Se F� € EF. Et P � E. FF tit... ..... f &� d ......:..CFt", .:.."."..... :+.�<�i:::. .........«... pg ....<... ...T.",:.,_ �t. E.....F::::m�_. ....... . . ....................F.<t E �......_.<. <... ,�'t.. :tw<- �fi ?L�:::^�..:::::«.;....:..... tl..,. . ,,,f <".;.a ..................... E..-"" .,......__...._.._.......: ...... F.,..... «.. <. {, aEE ::' ._......Er ........." ........<. .....=rte. t 5�€ ,.Fh,ti t,....".:..... 6..:: <l -.E...._.::..,.... E.. ,. �3 n,t. ._,._....eCt: E'.::::^..::.^".._° . z, z ....rz. e.e.1..:.._....-'. Type (circle one): Type Standard / Complex / Preapplication / Experimental 1 Blanket Description: (include conditions in TIR Section 2) Date of Approval: Pel "vC_ 2 2009 Surface Water Design Manual t KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL, TECHNICAL INFORMATION REPORT (TIR) WORKSHEET MonitoringRe uired: Yes ! N q o Start Date: Completion Date: Community Plan: Residential R-8 Special District Overlays: Drainage Basin: May Creek Stormwater Requirements: Conservation Flow Describe: ❑ River/Stream ❑ Steep Slope ❑ Lake ❑ Erosion Hazard ■ Wetlands Category 3 ❑ Landslide Hazard ❑ Closed Depression ■ Coal Mine Hazard ❑ Floodplain ❑ Seismic Hazard ❑ Other ❑ Habitat Protection Soil Type AgC ❑ High Groundwater Table (within 5 feet) ❑ Other ❑ Additional Sheets Attached Slopes 6%-15% Erosion Potential Yes ❑ Sole Source Aquifer ❑ Seeps/Springs 2009 Surface Water Design Manual 2 1/1/05 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET REFERENCE ❑ Core 2 — Offsite Analysis ❑ Sensitive/Critical Areas ❑ SEPA ❑ Other ❑ Offsite Analysis ❑ Additional Sheets Attached LIMITATION 1 SITE CONSTRAINT 'i EE(( tr U11 1 l Y t ET �prowft, FIR rY ` A' _0"'.00 Threshold Discharge Area: Wetland name or description) Core Requirements all 8 apply) Dischar a at Natural Location Number of Natural Discharge Locations: 1 Offsite Analysis Level: 1 1 2 / 3 Dated: Flow Control Level: 1 / 2 ! 3 or Exemption Number (include a facility summary sheet) Small Site BMP's: Full Dispersion Conve ance S stem Spill containment located at: Erosion and Sediment Control ESC Site Supervisor. NIA Contact Phone: After Hours Phone: Maintenance and Operation Responsibility: Private / Public If Private, Maintenance Log Required: Yes / No Financial Guarantees and Liability Provided: Yes 1 No Water Quality Type: Basic / Sens. Lake / Enhanced Basic ! Bog (include facility summary sheet) or Exemption No. Landscape Management Plan: Yes / No Special Requirements as applicable) Area Specific Drainage Type: CDA I SDO 1 MDP 1 BP I LMP / Shared Fac 1 None Requirements Name: Floodplain/Floodway Delineation Type: Major / Minor 1 Exemption / None 100 -year Base Flood Elevation (or range): Datum: Flood Protection Facilities Description: Source Control Describe landuse: Residential (comm./industrial landuse) Describe any structural controls: Oil Control High -use Site: Yes / No Treatment BMP: Maintenance Agreement: Yes / No with whom?.- hom?:Other OtherDrainage Structures Describe: 2009 Surface Water Design Manual 3 1/1/05 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Rett' EFtp IpN:AN© SEDININET CpN"t'RpL-REQUIRE�I�iC+1`C$ ❑ Detention ❑ Infiltration ❑ Regional Facility ❑ Shared Facility W Small Site BMP's ❑ Other ❑ Cast in Place Vault MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS ❑ Native Growth Protection Covenant DURING CONSTRUCTION ■ Rockery > 4' High AFTER CONSTRUCTION • Clearing Limits 0 Stabilize Exposed Surfaces ■ Cover Measures 0 Remove and Restore Temporary ESC 0 Perimeter Protection Facilities ❑ Traffic Area Stabilization 0 Clean and Remove All Silt and Debris Ensure Sediment Retention Operation of Permanent Facilities Surface Water Control 0 Flag Limits of SAO and open space N Dust Control preservation areas 0 Construction Sequence ❑ Other .....r R ' 1 M�1fIC R "■ €�t> (({1f1 i ! P 1 W iac, Flow Control Type /Descrition Water Qualit T e/Descri tion ❑ Detention ❑ Infiltration ❑ Regional Facility ❑ Shared Facility W Small Site BMP's ❑ Other ❑ Cast in Place Vault ❑ Biofiltration ❑ Wetpool ❑ Media Filtration ❑ Oil Control ❑ Spill Control M Small Site BMP's ❑ Other ❑ Retaining Wall ❑ Native Growth Protection Covenant ■ Rockery > 4' High ■ Tract ❑ Structural on Steep Slope ❑ Other ❑ Other 0 Drainage Easement ❑ Cast in Place Vault ❑ Access Easement ❑ Retaining Wall ❑ Native Growth Protection Covenant ■ Rockery > 4' High ■ Tract ❑ Structural on Steep Slope ❑ Other ❑ Other i, or a civil engineer under my supervision, have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attached technical Information Report. To the best of my knowledge the information provided here is accurate. ?—,o 6 Date 2009 Surface Water Design Manual 4 1/1/05 m yp q��E� •`S SNOIJIC7N0a Q34073A3Q-3ad m c v,.amM w �MqB Um a � m �°• _3-_ L $ 58f 1N:::IV4313 LK33d kJOD CWSAI d s by it U � o =O g E- o LL'NdV A8 NOM IJ 31V0 'ON F'rq iVId lel0HS A31 7, 7,� � a � � �� ^t1 � a Al -- L4 zs 0 I + i I1 t I r Z La 7VZ"� - r _ rs - ti � L4 zs 0 NO/1017 f1SNO µC3-,ON-AdVNiWI73bd ••••••••••i••••i••iiiii•iii•i•i••iii•••••••• I + i I1 t I I � Z La Lo t NO/1017 f1SNO µC3-,ON-AdVNiWI73bd ••••••••••i••••i••iiiii•iii•i•i••iii•••••••• I + i I1 t I I � Z La Lo '= r Sr J k � �11 C NO/1017 f1SNO µC3-,ON-AdVNiWI73bd ••••••••••i••••i••iiiii•iii•i•i••iii•••••••• 7M'AL' OO `JNIN NOlh3d j0 A1�c vi '" x o ta+ o z �f not z px n� � * op SN011fONOO 03dOUA3O m < wfl pmN , L 59fTy tin) 0 ddN AB NCWMd INC ON ivid id0HSA3181S/d3aNI, 0 NOf3M1SN A Wd IDN T AHVNJW1738d g - wad O ti Q �I ►p g' 2 u q € Ran 8 41 R Ilk a g HE site sh a tZ 94 Pi 08 Na�'= _2 � a 0 x i q mK" 'q OttWAS - ♦ tttNAAA � �y o Ia yj mom mill I ton! •"' � �— � � ..� � � ._ I oxo �� 1FWu�g� +$�q� oc+s. ••••••••••••ii•i•ii••ii••ii•i•••i••i•••i•i•• CPIH CONSULTANTS APPENDix A NRCS SOILS MAP AND DATA Site Planning Civil Engineering Project Management Land Development Consulting . b a iP � 066 9ZS 0044925 O60 ON OZ609ZS MFG 09L 9Z5 O ,.GE8 . ,ZZ L �O O ! � ..16.8.22E �r f , � r LN a1 • 1... �� ' + 0O f6 ! �. :for • ! 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O N N 47 (D N CL Soil Map—King County Area, Washington Map Unit Legend Binder/Sibley Short Plat King County Area, Washington (WA633) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI AgC Alderwood gravelly sandy loam, 6 to 15 59.61 94.0% percent slopes Agl} Alderwood gravelly sandy loam, 15 to 30 3.8 li 0% -L-percent slopes Totals for Area of Interest 63.4 100.0% USDA Natural Resources � Conservation Service Web Soil Survey National Cooperative Soil Survey 6125/2010 Page 3 of 3 Map Unit Description Alderwood gravelly sandy loam, 6 to 15 percent slopes - King County Area. Washington King County Area, Washington AgC—Alderwood gravelly sandy loam, 6 to 15 percent slopes Map Unit Setting Elevation: 50 to 800 feet Mean annual precipitation: 25 to 60 inches Mean annual air temperature. 48 to 52 degrees F Frost -free period. 180 to 220 days Map Unit Composition Alderwood and similar soils: 95 percent Minor components: 5 percent Description of Alderwood Setting Landform: Moraines, till plains Parent material: Basal till with some volcanic ash Properties and qualities Slope: 6 to 15 percent Depth to restrictive feature 24 to 40 inches to dense material Drainage class: Moderately well drained Capacity of the most limiting layer to transmit water (Ksat): Very low to moderately low (0.00 to 0.06 in/hr) Depth to water table: About 18 to 37 inches Frequency of flooding: None Frequency of ponding: None Available water capacity. Very low (about 2.5 inches) Interpretive groups Land capability (nonirrigated): 4s Typical profile 0 to 12 inches: Gravelly sandy loam 12 to 27 inches: Very gravelly sandy loam 27 to 60 inches: Very gravelly sandy loam Minor Components Norma Percent of map unit: 1 percent Landform: Depressions Bellingham Percent of map unit: 1 percent Landform: Depressions Seattle Percent of map unit: 1 percent Landform: Depressions Tukwila Percent of map unit: 1 percent 3inderlSibley Short Plat USDA Natural Resources Web Soil Survey 8125/2010 Conservation Service National Cooperative Soil Survey Page 1 of 2 Map Unit Description: Alderwood gravelly sandy loam, S to 15 percent slopes - King County Area, Washington Landform; Depressions Shalcar Percent of map unit. 1 percent Landform: Depressions Data Source Information Soil Survey Area: King County Area, Washington Survey Area Data: Version B, Sep 22, 2009 Binder/Sibley Short Plat USDA Natural Resources Web Soil Survey 8/25/2010 Conservation Service National Cooperative Soil Survey Page 2 of 2 Map Unit Description; Alderwood gravelly sandy ioarn, 15 to 30 percent slopes -- King County Area, Washington King County Area, Washington AgO—Alderwood gravelly sandy loam, 15 to 30 percent slopes Map Unit Setting Elevation: 50 to 800 feet Mean annual precipitation: 25 to 60 inches Mean annual air temperature. 48 to 52 degrees F Frost -free period: 180 to 220 days Map Unit Composition Alderwood and similar soils: 100 percent Description of Alderwood Setting Landform: Moraines, till plains Parent material: Basal till with some volcanic ash Properties and qualities Slope: 15 to 30 percent Depth to restrictive feature: 24 to 40 inches to dense material Drainage class: Moderately welt drained Capacity of the most limiting layer to transmit water (Ksat): Very low to moderately low (0.00 to 0.06 in/hr) Depth to water fable: About 18 to 37 inches Frequency of flooding: None Frequency of ponding: None Available water capacity Low (about 3.6 inches) Interpretive groups Land capability (nonirrigated): 4e Typical profile 0 to 12 inches: Gravelly sandy loam 12 to 40 inches. Very gravelly sandy loam 40 to 60 inches: Very gravelly sandy loam Data Source Information Soil Survey Area: King County Area, Washington Survey Area Data: Version 6, Sep 22, 2009 BinderlSibley Short Plat Natural Resources Web Soil Survey 8125/2010 Zia Conservation service National Cooperative Soil Survey Page 1 of 1 CPIH CONSULTANTS APPENDIX B OFF—SITE ANALYSIS MAPS AND FIGURES Site Planning Civil Engineering Project Management Land Development Consulting 1;1*wvks+v%4vw rA WAP K ZRO ST i NE 23Ri) ST (�; 4 G� SE it1 } ST t '" r R i> NE Wh ST sT WI MCIR F 'fir ME 1mN GO NE .7.rl te -74 + ,3MTW NE 121rH ST NE 12TH ST, p .,.. ....� SE 112TH S SK 112TH PL aF }13TH 8'T Renton tl! w �.� 11�TltS1 NE14xmST a NEvy1FlL Lc Im" ST ItST" ST NE M PL N "W . _ 117Tk ST Nsff"ST ME UN clr '7tcr77 s d�� n•� PL � � WE 7TM gi _ C _ Y � � � • 1 ` D .Z lil � NEtBTIyST..•3�` NE mw CT NE Sr" CT NE 5l'M 3T NE.M14 a NE ai m 3j (C) 2010 King County 0 1072ft .i m no repro il0fwr or warranties, emreaa or as to soms", tom, or Da the use of suds is not Y�rsled for use s$ a awvey prpblctpr� not se t�ahb fac eny perrerai tet. 6rdYeG irddenmt or oarmaquentied ==Ind twt not Irrvts�d 10 bd reMerwa ar loot pra�(rem t3�e uee or mfpna oltha tnisrme0on conieined en this mei Any ads o1�� ttYs mop ar t� ar #* msp to pmhbl ed ezoept by written d Kl v Coungr• Ddr. t'JI 24rA10 swm& taw Cot„dp OW - SomWm Ames (hdpXwm w Si 1 IM+t ST WAP N r 23R C ST N 231 ST �� 2 iT it[ Renton ; & `b� 113Tt ST �sE�132_N is 2 ? 4E 1174 ST L""� ""-��.SE � SE IW+ ST - � a. 0 i,51 � . � 4: 1C W = u � � r I € n , � f ._ K tiE 23T-, ST l 41 4E 1¢7,1 ST I 6 SE I16TOI ST NF 23T,, VC9T•i�. 4L4T,t2- SEt1?Th$T y x T i.l Y r 4CST,I ST r NE 9T,I ST r V d d 4CdT•ICT 12 a'a W r C I W 4E IgT,, ^IR �— Sf MMi ST ; sib " S �r � 2'14F nit C T %f 17p, ZPL d NE ��ys, •q M 4E 1?T,t ST �� u le NE Mir Q r � * -a yS f 4E JaT't_C. � hi ,.(v40 1 * h' .. a +.i�• � *,� ;+ { � � . �,h� IV ,,sem *5 V 4E 6T,I ST a 4E ST•t CT' iii 4E BT•f ST ' ,,+• 41 13pi 4E ST,1 ST I 4E ST,1 P_ 4C SN a. 4E 13T+1 ST i (Ci 2010 Kmq County 01 1012ft TN k wckxed on map hm hese comped b! N a vaiiaiy ea�aasa and la ro wkhaA ndfw. IQ�p � Is U" �irey Thn' dooumeM not Y far aae product. KYg s1u i,at be Na6ia 0aneral, apdr�ai� cdsseque al . or of the nlnn, or, a«xait,ad as this map. My sak of � P � NE 12T,1 ST ,his ffop d Ovuse CCa� NE 127,1 ST = E3ats: WMA16 Som w. IGrtp County *W - Setbid" Areas (httpJAvww.mamokc.gwIGISAMAP) w Si 1 IM+t ST SE 112T4.'3- a it[ Renton ; & `b� 113Tt ST 2 ? 4E 1174 ST L""� ""-��.SE 11aT,, ST SE IW+ ST - � a. l 41 4E 1¢7,1 ST I 6 SE I16TOI ST VC9T•i�. 4L4T,t2- SEt1?Th$T y 4CST,I ST r NE 9T,I ST r V d 4CdT•ICT 12 a'a W r � I W " S �r � 2'14F nit C T z 4E 7N ST c Q r � * -a Jtit�� hi ,.(v40 1 h' x 0 0 a d 5 5 h' 2 rn `- ' *5 V 4E 6T,I ST a 4E ST•t CT' iii 4E BT•f ST ' ,,+• 4E ST11 CT 4E ST,1 ST I 4E ST,1 P_ 4C SN a. (Ci 2010 Kmq County 01 1012ft TN k wckxed on map hm hese comped b! N a vaiiaiy ea�aasa and la ro wkhaA ndfw. IQ�p � Is U" �irey Thn' dooumeM not Y far aae product. KYg s1u i,at be Na6ia 0aneral, apdr�ai� cdsseque al . or of the nlnn, or, a«xait,ad as this map. My sak of � P � La . ,his ffop d Ovuse CCa� K� irf 7frinty County E3ats: WMA16 Som w. IGrtp County *W - Setbid" Areas (httpJAvww.mamokc.gwIGISAMAP) WAP :! y ti E Zr4 r. ' .. � `:ark f r .= F*r r is :.. �� 1�*!n .��.;NEitsTsr+i�. i ,[ • r tier �� r•�rGC�:' z :<.r•1!' .f€ * 11r:t YAjR,. t�'k. i1 '1E� s r r �at'�VEa{lTHtaa�� W>yr+� •'. iituM}Gf I+ M=- ■ Irt frlVIV IS i L.i� f INN .� r.,:rYl;re MIL, .7 .7 y �V€•1aT4CR+ :.tl: • otIr �#` t-r� L:��•x ��•_ � �� _ r`.a ala nip, , _� —••••� i'@�IstE� ,� �"�` it s■i i� . 00 t�Y `�� Ren!ton ,.. ,�� 1�J•�i■7ia I, INN �% - �- 1W 01 i E law Si 11�fIST' x c:, r ♦I r' .fir .4c lar"gr V' aCtL,�MI* AW r F�� • —'�NEW mar Mo r - IYL9fMST ` r•4 d■ i ti 13 NE aTat CT t �t rk <r Y i� rr, f 0j.�{ Ll MMI • - MCT � � It �rs'�J 1• • ijL can by ►r Y I CIp10KmgCaunlyy,F�r;�. i nu WUMMaocn ntt W80 On Qma map has peen compiled by King County staff horn a variety o! scun7es and aubjetl fp change without Ipng Caumy makes no representations or warantles, express or ■rrplied, es So accuracy, corrrpletarress, tirnekness, or rr to the use of such infornep0n. Tltis document fe not mended for use as a survey product. Ki County ahaN not pe tissue for any general, speaal, indirect, inodental, or conseQuential a damages inducting, put not limited to, lost revenues or lost profits resulting fiom the use a misuse of the information contained on this map. Any sale of � King County this map or information on this map is prohibited except by written permission of King County. nate: &'24!2010 Scarce: ling County MAP - SensMve Areas (htfpJAvww,metrokc.govfGlSAWWP) ja King County King County Districts and Development Conditions for parcel 1023059060 Parcel number 1023059060 Drainage Basin Cek Mayre � � s ...... ..... ......... ......._� T Address 980 HOQUTAM AVE NE Urn .. Jurisdiction Renton does not apply Zipcode 98059 PLSS NE -10-23-5 . Kroll Map page 805 Lahtvde 47.49876 Agricultural Production district? Thomas Guide page 626 Longitude -12215051 _.... ... s14. _.... _.._.... Electoral Districts _.._..,__---Fire No .,...... ......... — RNT 41-2583 district dcea not apply District 9, Water district King County Water District 90 (206) 296 -1009 ...... - Sewer district does not aPPIY Congressional district 8 water & Sewer district does not apply Legislative district Parks & Recreation district does not apply School districtHospital district Public Hospital District No.1 Seattle school board districl does not apply {not In Seattle} Rural library district does not apply District Court electoral district Southeast _...... Tribal Lands? ........ .......... ... ... .. No .. ...,.. =' King Count planning and designations This report was generated on 8/24/2010 9:03:01 AM Contact us at © 2010 King County NA, check with jurisdiction does not apply ..... None 442 _ Urn does not apply Urban Forest Production district? No does not apply Agricultural Production district? No Newcastle _..... .......... No .,...... ......... Coal mine hazards? ,,,,,,,,,,,,,, ..,..,..,.. None mapped ...... ..., .,..,.,. . ....... ? ........ ......... ..,...... .,.,.,.,.,.,.,.,. None mapped Erosion hazards? None mapped 100 -year flood plain? None mapped Landslide hazards? None mapped Wetlands at this parcel? .. . . ..... None mapped Seismic hazards? None mapped This report was generated on 8/24/2010 9:03:01 AM Contact us at © 2010 King County Of r i ,w "fir First American Title l Insurance Company Filed for Record at Request of JNorne Address r City and Stotts nye- 9 2 -- THIS SPACE PROVIDED VOR RECO:IQtR'SUSt' c ��y M v %j - ED) - f1 { L� W Ir tf� Qt ,p h O Quit Claim Deed s u� THE GRANTOR THEODORE LAWRENCE BINDER, a married man � w for and in consideration of Love and Affection conveys and quit claims to THEODOREHtLJWR YCE I�NDFeR ANTI PATRICIA M. BINDER, mthe following described real estate, situated in the County of King State of Wa4hington, together with all after acquired title of the grantor(s) therein: f� The northeast quarter of the southwest quarter 4 of the northeast quarter of Section 10, Township 23 �o north, Range 5, E.W.M.; less the north 315 feet of the east .� half and less the north 15 feet of the west half and less the south 265 feet of the west half and less County road, being Tax Lot 60. M 0 The intent of this deed is to vest title in husband rO and wife as community property. G? ` UUUR7T YREODRAINGOha.Y.,.. `7 NO LIABU= ICOR VALOrrY AND /OR AMI)RACY ASSUMIM BY RBST AMERICAN 0) T= INSURANCE COMPANY % Theodor0nd6aamirence/1ginder o a t r i c i aln&dadll i ft d e r %- J d'1 F.'of WA.q I ETON sa. c01 Iti-1'Y oF_K f i1 9 - Un this day permonally appeared before mt- Io mi, known to be the individual(a) described in and who executed thr within and foregoing instrument, and acknowledged that .-TILiL/ tigned the name a, rfLc � free and voluntary net and deed, fur the uses and purPonen therein mentioned. GIVEN under my fund and official meal this `-. day of f 9 �•� \„ tare Public in and for the State of W®hingupm rraiding at — mss azC't0-1, BY. 1Pre+ideni) t 5l't•n•I,Iry) l'ATF: OF WASHINCTO\ as. coon'Tyr of Onthls day of 19- Ware 9 ,before me, the underaiSmd. a Notary Public in and for the State of Washington, duty eom- m!esiotted and awom, personally appeared to mr known to be the ]'resident and Secretary. trsprctively, of the rorporation that executed the foregoing instrument, and acknowledged the said insuu- ment to be the free and voluntary act and deed of said corporation. for the ants and purposes therein mentioned, and on oath stated thdt-__ autboritedtoexecutathcsaidinntrumentandthatthearalaff`ixed itthecorporateacalofsald corporation. Wkneis my hand and official sea] hereto affised the day and year first above written. ry Publics c e ! Washington, residing at FAAtVCI$ .....,;litrtrlret*traato„ - . WCD 10.00 —10.00 NO. �4925, q�ihr � a�rroei. +a+s�AcroK. SSTAIXLI� A�OSF9 ASSrS8NEM DISTRICT FOR SA 2hff SENER SERVICE IN 171E nOMCRM IlnMICEpTOW SERVICE AMA ARD EStJ1EY.IS M TJW AST OF TSE CZhM UPON COMMVC%T= TD TRS rACILrflw. TM CITY COMICIL OF THE CITY OF RUITOW, WASUMMON, Do ONNU 1 AS FOL%OMS- V5 I* SECTION II: There is hereby created a sanitary sewer qr service special assessment district for the soneycreek Interceptor Marea in the northeast quadrant of the City of Renton which area is more particularly described as follows: See Ibehihit me attached hereto and made a part hereof as if fully set forth herein. A map of the project area is attached as Exhibit 'H' and made a part hereof as if fully set forth. SECTION IT: Persons connecting to the sanitary setter facilities in this Special Asset -spent District which properties have not been charged or assessed with the Cost of the sanitary sewer main, shall pay in addition to the payment of the connection permit fee and in addition to the general facility and trunk connection charge, the following additional fess: ]►. Area Charges (See Esbibit W ami 'f') Residue dwelling units, apartments or equivalents: - $250.00 per dwelling unit Commercial Developments - 5t per sgnaxe foot of gross site area B. r rgat rootage Hewes: (SW €i Mbit %- ad 'r) There is hereby created a s,bdistrict within the Boaeycreet Interceptor Special Assessment District consisting of properties fronting on interceptor Sewer: I.1#rmh*4 :sauna Z. I -=or G"Mm. C4 of amw% Wit, waft oft to a a= cdW Wd Sif Sib 2nd 10M=9IM -1 MWWORM m� MEMIL m "a properties to be assess" for front footage are store particularly described in Exhibit "C' attached Mreto and wade a part hzreof as if fully set forth. She front footage charge shall be 537.19 per frontage foot, rwpresentiag $76.38 per CMter lige foot divided equally for pr MY fronting on each site of the oa-.ger- lire foot. U3 SwnOM 111. 'ibis ordinance is effective upon its passage. M approval and thirty 4385 days after publication. N FASM BY THE CITY -COUMcIL this 17th day of nowm9mr, 1996. rf !la),.Lw E. Motor. clzy Clerk AppItdV:D W SaE mhym this 17th day of Sawomber, 1986. %. ml &-sompmet Barbara Z_ . Mayor Approved as to torn: Aav��"_ Laurence J.:driva, City Attorney Hate of publication: moveobar 21, 1986 -2- EiRiIflIT "A" AND CRANES °mom n0. A parcel of land situated in Sections 2, 3, 4. 9, 10 and 11 of Township 23 North and Sections 33 aad 34 of Township 24 Moth, all in Range 5 East. Y.N., more Particularly described as folla n: BEGINNING at a point an the Marti! margin of N.E. 27th St., also known as S.E. 97th St. in said Section 4, distant 3B6.4 fMet test of the hest tine of said Section 4; thence North, parallel to said rest line and its extension into said Section 33 to the Thread of May Creek: thnace Easterly along the Thread of pay Creek throrgh said Sections 33. 34 and 3 to the Nest as in of 148th Ave. S.E.; thence South along said West margin to the North line of State Sign Route 96C. also know, as S.F. Renton! Issaquah Road; thence Easterly along said road to the intersection of the East lift of the West quarter of said Section 2; thence U3 South -along said East fine through Section 2 . p said Secticn i1 to the South line of the North half of said Section 11; thence rest along sai;a South line 4 through Section 11 to the tenter of said Section 10; thence Conti 'lain ifest along said South line of the North half to the East sargin of 138th Ave. S.E.. O also kwnown as Duvall Ave- M.E.; thence Morther`y 21009 said East gwArlin to the North HJW of tine Synth quarter of the North half of said Sectire 10; thence Vest along said North line to the East margin of 132nd Ave. S.E., also known as go union Ave. N.E.; thence Borth along said East varg.n to the croter lir- of S.C. 116th St.. also known as N.E. loth St. and the Easterly extep;ion of um South lice of the Plat of Bat"tuoed. Division 2. as recorded in llaluft 72. page 46. records of King Comfy. Ws.; thrice lest along said South l+ne to the Southeast corner of Lot 16. Block 6 of said plat; thence Northerly al wag the East lines of Lots 16 through II inclusive to the South amr9in of N.E. 11th St.; thence HorthresterlY to the Southeast Corner of Lot 10 in Block 3 of said plat; thence Northerly along the East lines of Lot 10'thrauwpa 1 inclusive and its extension to the North nargin of N.E. 12th St., thence West along said North margin to the Southeast corner of the P'at of Smart as recorded in Volume 59. page 69. records of said county; thence North along the fast line thereof to the North_ East corner of said Plat; theme !lest along the North line thereof 157.71 feet to the Southeast corner of Queen Ave. right -Of -10Y as described in Vohu 3738 Of Deeds en page 76. records of said coanty; thence continue Nest along said North line of said plat 170.0 feet; thence North parallel with the terline of said Quem Aum- mud its extmsio0 to the North margin of State Sign cenRowwte 900. also known as N.E. Sunset Blvd.; thence Westerly aimag said Borth margin to the Rest lice of the East 484.62 feet of the Southwest 1/4 of the Southeast 1/4 of said section 4; thence Nor :j along said Pest line to the South lime of the Plat of honey Greek Park as recorded in Volume S9 of Plats am page 57. records of said county; thence East along the South line thereof to the Southeast corner cf Let 9. in Block 2 of said Plat; t!r_mce North and lest along the £ast and North lines of Lot 9 to the right-of-way line of N.E. 17th Pl.; thence Northeast and Northrlest along the Southeast and Northeast margin of said N.E. 17th P1, to the Southeasterly corner of Lot 11. i0 Block 1 of said plat; thence Northeasterly along the Southeasterly lime thereof to the Northeast corner of said Lot II; thence Northwesterly along the NOrtheaste 'y lines of Lots 11 through 7 inclu- sive to the North life of said plat; them,- Yost along the north line thereof to the Northwest corner of said plat; thence South along the Hest lime thereof to she Southeast corner of the Northeast 114 of the Southwest 1/4 of said Section. 4; thence West 810V the South -Iine of said Northeast 1/4 of the Soethuest U4. a distance of M-12 feet; thence North 1307.0 feet to the north line of said Southwest 1/4 distant 322.20 feet Meat of the Northeast corner thereof; theme !lest along the Swath line of the Southeast 1/4 of the Northrtst 1/4 to the Swatlmwst comer thereof; thence North along the Nest line of said subdivision to the Northeast corner of the Plat of Aloha Ranch Na. 2 as retarded in Volmwm=. 52. page 3. records V. said county; theme West along the Marta line thereof to the Northeast Corner of the Plat of Aloba Raeth as recorded in Volume 77, page 7. recce i, Ve's of Sala county; thence lest along the North lime thereof to the orly extensfan of the East life of t*e Plat of Sandee Terrace as recoroed in lfln 't 67. POW 2. records of said tmmnty; thence North 41awa9 said Swtherly exte.,siom to the Southeast corner of said Plat; thence ramtimre North alc..q the East lime Of sold plat and the Norerly extewsios of sato fist line to the SaatNtlrtr».A Win of S.E. 97th St_, also kmoam as N.E. 21th St.;.thence Northeasterly is a point own U& North margin of said street distant 386,4 fleet Fist of the West 'line of said Section 4 area POINT OF BEGINNING of this description. 13-28500 E All I a I T i Eilleit or AEA mmm E I a I a I T '4LWA -C:t "Al rs ,-AREA CHAYAC ~LAS AM 2a 4M 4, E l!x Z 7 I i or OlDL1YM IID. 4025 .� F=ff P - W t>N S A parcel of land sttuated is Section 4. Township 23 North. Range 5 East. V.N.. acre particularly described as follows: BE&INNIN6 at a point on the East morgin of 120th P1. S.E. at the intersection of the Westerly exteasioa of the South line of the Plat of Paradise Estates as rasorded Wim Volmme 95 of Plats am Page 93, records of King Couniy, Washington; the = East alm said Masterly extension and the South line thereof to a point 595.64 irdt West of tie East life of the liordkwt garter of said Section 4; thenen South parallel to said Fast line 342.7 feet; thercne East parallel to the South 1194 of the Plat of Paradise Estates No. 2 as recorded in Volare 102 of Plats On Page 91, records of said toanty to the East lire of said Northwest yy quarter; thence South along said East lime to the teeter of said section; thence ;r} East hong the North lime of the Northwest quarter of the fortbuwtst garter of 1w the SowthWt quarter of said section to the Northeast corner of said sub- C1divisn; tierce South along the East lire of said subdivision to the Southeast o5 iocorner thereof; tiieece East along the North line of the Sovtbast quarter of the NNortloest quarter of the Southeast quarter of said section to the Northeast r4 corner of said subdivision; thence South along the East line of said subdivision to t`e Southmast corner thereof; thence East aloes the North line of the South- east quarter of the Sortitwst garter of said section to the Ent line of the Pest 314.57 feet of said subdivision; thence South along said East Time to the North =role of state Sign Route 900. also known as N.E. Sunset Blvd.; thence Vaterly along said North margin to the West line of said subdivision; thence coftirering Westerly along said ]forth Bergin to the West lire of tine East 184.62 feet of the Smth+est 114 Of the Suathwst 114 of said section 4; thence North ale" said West life to the Sava line of fire Plat of Honey Creek Part as recorded ;n Volim 59 of Plats on Page 57, records of said county; thence East 41009 the South line thereof to the Southeast corner of Lot 9. in Block 2 of said plat thence North and West along the East and north lines of Lot 9 to the right-Of-wW time of N.E. 17th P1.; thence Northeast and Nortfrrest along the Southeast and Northeast Margie of said N -E. 17th Pi. to the Southeasterly corner Of Lot H. In Block 1 of said Plat; thence Northeasterly along the Southeasterly line thereof to the Northeast cormer of said Lot 11; thence Northeasterly along the Northeasterly limes of Lots 11 throvo 7 icclesive to the North line of Bahl plat; thence West along the North line thereof to the Northo t corner Of said plat; *hest* Sough along the hest line thereof to the Somaw"t Corner of the Northeast V4 of the Southwest 1/4 of said Section 4; thence West along toe South line of said Northeast 1/4 of the SOutlauest 1/4, a distance of 320.12 feet; tiuWe North I3p7.O feet to the North lint Cf said Southwest 1/4 distance M.20 feet West of the Northeast tower thr:reof; tb[ West along the South line of the East half Of the 30. st quarter of ,aid section to Lire Soutimrest corner theraaf; thence North along tie Vest l#re of said East half to the South margin of S.E. 971th St., also kronen as N.E. 27th St.; thence Southeasterly along said margin to the intersection Of the thread of 11001Y Creek,, said intersection also heisg a pnf.A on the Southeasterly margin, of IZM Pl. S.E.; thefcz con - timing Easterly and Northerly along the Easterll margin of sold Roth Pl. S.E. to the intersection of the Wsterly extenstot of the South liar of said Plat of Paradise Estates and P01111' OF BEfolhlhllNG of this description. 14416610 EiNIaFt >n V, 0 OD oanxt� �a. tats Ei■Illi Y FOW FURK OPM SEC.-4,TWP. 2.3 W -;RG . 5 E.,W'M. _ rItcw rcaj i � CkWJkW MARY J > =�I161T OSJ LA joL ' i—ilc .4'e rc--, _* C y 4 •� �. r• riG�tibbir �Snd'ir'-'- 'L�a#��'� -� - �='!r w- >k'1!• .,` �fi yq�X HL � r a - v .., s - - �! a!e at �'I�rrn c y+• y +��"� � 4� . K nl91� M iaedhTAW4 SIInr[rrr.l!uthr fnlloainR nYrriltd real lit ft r �r.; . 'F �! �' ,. k- y4] 4 �:q {�_ .i+'r•e A"eXslY tr, ,: s•, ! +•.i :r A�t, �'s.�,�. �. ii i �+ `L`f i i 4 riaFe ill Ah #r�'r) .lnp,', fhr A•utw ■u,f dllx +tprtn SM. aAutlte� P" P�Q�IWd}M !i filar fmi ra"lYrirar Cw hid uPWA Y A +ti + 'i r- mr. rrtr'AI! .n 1 }rr+rlk-V 4- k ftitilin, .yplj.•rftitlint Tfilmapr nf +1,�, Mimi,. of 11-whlnplr,r, +,,1nal+•Fi is rka-w'�nedif of , �, �E .- � .. " - " r - _ I 4,11 pour"e"IGi pal � :..cam....., r 8T'A'IT` OF' W ASIRIN& `ON - 10,009,46A.– ss 0 009, 46r._. r.laen i q ' a�.� J� k ist 11� , .' .. – -.-T -!- _ FA , •sr . , aF�,�.egMn p r I r )311 �i�'fat�,�ttl� A`!FOtrni►airth+�f - + ar.� kr' ,+—�• §`�f=�.. '. .. r , en+l,a•nrrA: p.l•.+rturll;• mink =-" ,�{ •� Ike within Ipa4W trueL'aitd +rkuoarlydQed IE !rpw:{t.,•,$3 -:LiljMl alb,»• '� �� )• it[{'7Mi Y]IltjlYly�j 11a! irMl d z –r--, red for tkeva�F47GiiTj�ui–Claal— F,i. } f+ _ glib arfiZ tlt� p%r a�Yd rir'E r .;y.y� t - ; f ...:.F�.ic. W ....y^ _ :t...�+.• '• l � _lam! '��• �� 3. � s ��:• Nl4ohrrc,jdlAiFat- _ . i �'+,+•., FF �,. {: is o r t r -- ;.r F i r-- .A. "i71?�'i•�lir. •. •ii rly•F, �� . `k1.1'Y-� rYi{- Return Address City Clerk's Office City of Renton 1055 South Grady Way Renton, WA 48055 20040721000888.00 DECLARATION OF RESTRICTIVE COVENANTS Property Tax Parcel Number. /9.2,30 D Grantor(s): 1G 1-4 M _ IM PaR,. t� e own+rlhc following real property in the City of Renton, County of Krng, State of Washington as desenbed below . A LEGAL DESCRIPTION Abbreviuled 1 al descn 1111 MUS.Tkro here Additional legal is on page of document V IVE A I 5W /q w6- Yg Se&, lo# 7'u 2311, je6 5-E7, if ?0F,Ttar1 Cr- -*W. Whereas the Grantor(s), Owner(s) of said described property, desire to impose the following restrictive covenants running with the land as to use, present and future, of the above described real prop" NOW, THEREFORE, the aforesaid Owner(s) hereby establish, grant and impose restrictions and covenants running with the land hereto attached described with respect to the use by the undersigned, his successors, heirs, and assigns as follows Installation of Off-site improvements The owner(s) of the above described property, their successors, heirs and assigns, hereby agree and covenant to participate in, sign a petition in support of, and accept any future Local Improvement district (LID) or city initiated proposal, and pay their fair share therefore, for the purposes of providing the necessary off-site improvements required by the Renton Subdivision Ordinance on N E l Oth St and Hoquiam Ave N E Said improvements shall include but may not be limited to the installation of curbs, gutters, and sidewalks These covenants are imposed in lieu of Section 9-1105(6) of Title IX of Ordinance #1628 of the City of Renton Duration These covenants shall run with the land If at any time improvements are installed pursuant to these covenants, the portion of the covenants pertaining to the specific installed improvements as required by the Ordinances of the City of Renton, shall terminate without necessity of further documentation Any violation or breach of these restrictive covenants may be enforced by proper legal procedures in the Superior Court of King County by either the Ctty of Renton or any property owners adjoining subject property who are adversely affected by said, breach IN )MNI~PS YNHEREOF, said Grantor has caysetl this instnunentso be executed this STATE OF WASHINGTON) SS Y� l COUNTY OF KING ) .` ..+"`""•'"'�.�1 I cemfy that I know or have satisfactory evidence that _ELTE I(.l4 M. tcsigned this instrument and acknowledged C)it i behifree and voluntary act for the uses and purposes mentioned in the pIl8 00 2 17- -plbNo iia o ashmgton l� OP Wwp, N (Print) / / My appointment exp — ./—OG 11)r g4nLr '7 5!A,)_-7 Page 1 FORM 01 0010fbh Exhibit A Legal Description THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.,-*IN KING COUNTY, WASHINGTON; LESS THE NORTH 315 FEET. OF THE EAST HALF AND LESS THE NORTH 15 FEET OF THE WEST HALF AND LESS THE SOUTH 265 FEET OF THE WEST HALF AND LESS COUNTY ROAD. 20040721000888.00 BINDER SHORT PLAT cny 07 SINN APPWVALtr SHEET I OF 2 LIDA-03-092-akn M -ft -w VXFr. CY ASEMSM911M unarm 3-a .w.vm !Ms 1lu6nr a3- uaa � ==CAVE — --* � A -Y IBM IFot t3- 3-s we u ILA DECLUATM or A PORTION OF ME 5W 1/4 OF 7}117 Nrl 14 OF SEC. 10, TWP 23 N-, w;E. t CT7Y OF RENTON. KING COUNTY, WASHINGTON cir— tl�RoRuli- RE"ECTIONS w— ACIIIINOWMGboom mrm.%"� I 7�- OMU'nolf CZffM=Mojj W—M =4%, cny 07 SINN APPWVALtr SHEET I OF 2 LIDA-03-092-akn M -ft -w VXFr. CY ASEMSM911M unarm 3-a .w.vm !Ms 1lu6nr a3- uaa � ==CAVE — --* � A -Y IBM IFot t3- 3-s we u ILA DECLUATM or . 75zr-.. 11 qlg) PNVPWP w� 1� uwgvzm s cm 4TK ACIIIINOWMGboom 7�- . 75zr-.. 11 qlg) PNVPWP w� 1� BINDER S-THORT PLAT SIHIEEY 2 OF 2 W1-03-067—MFL A PORTION OF THE sw 1/410F THE jjEi/4 of scc io, Twp 23 N. RuE 5 E.. ww spy Sys UTY U RLINION, KING 0011N1Y, WASHINGTON _ w . ....... SCALE: 1' = 50' ------------------------- cm la TTEAC7 RIMPKIRS BINDER S-THORT PLAT SIHIEEY 2 OF 2 W1-03-067—MFL A PORTION OF THE sw 1/410F THE jjEi/4 of scc io, Twp 23 N. RuE 5 E.. ww mu, UTY U RLINION, KING 0011N1Y, WASHINGTON w . ....... SCALE: 1' = 50' ------------------------- iN. 112. RIMPKIRS LOT ZVEMMON �p 1336nc1S 15 w: ,"J.ty LarO 2 xiln mu, ------------------------- LOT ZVEMMON �p 1336nc1S 15 w: LarO 2 xiln --T Vl 1 M 2111 MIN 20070215001911 FIRST AMERICAN ERS 41.00 PAGE001 OF 010 After recordingreturn to: 02/13/2907 15:12 KING COUNTY, WA L,kt,M42-U-5- "c. EXCISE TAX NOT REQUIRED c af►nZ�.v 20070215001911..: DOCUMENT TITLE t.andsca i Easement REFERENCE NO. OF DOCS ASSIGNED/ RELEASED NIA GRANTOR Patricia M. Binder GRANTEE Wedgewood at Renton, Inc.; KBS Development Co LEGAL DESCRIPTION I Lot 1 Binder Short Plat, Vol. t74 pages 166 and 167 ASSESSOR'S PARCEL NO, 1 1023059060 LANDSCAPING EASEMENT FIRST AMERICAN w W`7 0. "z 6(a, �'3 RECITALS A. Patricia M. Binder ("Grantor") owns Lot 1 of the Binder Short Plat, recorded in Volum174 of Plats at pages 166 and 167, under Recording No. 20040721900001, records of King County, Washington ("Burdened Property"). 13. Wedgewood at Renton, Inc. is a Washington corporation that owns the real property legally described on Exhibit A, attached hereto ("Wedgewood Property"). C. KBS Development Corporation is a Washington corporation that owns the following legally described property ("KBS Property"), also known as Division 4 of the Plat of Wedgewood Lane: The North 15 feet of the West half of the Northeast quarter of the Southwest quarter of the Northeast quarter; EXCEPT the West 30 feet thereof deeded to King County for road; And the North 315 feet of the East half of the Northeast quarter of the Southwest quarter of the Northeast quarter; Page L of 10 W:IW PDOCS1903131007tiMRA4920.DOC 9114/2006 20010215001911 All in Section 10, Township 23 North, Range 5 East, W.M., in Ding County, Washington. D. Grantor intends to grant a landscaping easement which will benefit the Wedgewood Property and the KBS Property. E. As used in this Landscaping Easement, "Grantees" refers to Wedgewood at Renton Inc., KBS Development Corporation, and their respective successors, heirs and assigns, including but not limited all owners of residential lots created by the subdivision of the Wedgewood Property and the KBS Property and the Wedgewood Lane Homeowners Association. DECLARATION OF EASEMENT 1. Grant of Easement. Grantor hereby grants to the Grantees a non-exclusive easement for landscaping and maintenance purposes over that portion of the Burdened Property described in Exhibit B ("Easement Area"). The Burdened Property is the burdened property and the Wedgewood Property and the KBS Property are the benefited property, 2. Use of Easement Area. The Grantees may use the Easement Area for landscaping purposes including, without limitation, planting and maintaining plants, shrubs, flowers, groundcover and trees, and installation, maintenance and operation of an irrigation system; associated with landscaping for the entry into the development located on the Wedgewood Property andlor the KBS Property. 3. Appurtenant and Runs with the Land. This Easement is appurtenant to and shall run with the land. It shall be binding upon and benefit the Grantor, the Grantees and their respective successors, heirs and assigns, including but not limited to the Wedgewood Lane Homeowners Association. 4. Duration. Grantor may terminate this easement at will for any reason. If Grantor chooses to exercise this right, Grantor shall give written notice to the Grantees. Notice to the Wedgewood Lane Homeowners Association shall be deemed to be, notice to the Grantees. Said notice shall he delivered personally or by certified mail at least 90 days prior to the date of termination. 5, interference with Easement. During its duration, Grantor shall not materially interfere with, nor impede, the intended use of the easement. b. Construction and Maintenance. Grantees shall be responsible for all costs and expenses associated with installing, constructing and maintaining landscaping and associated Page 2 of 10 W:1 W PD0C51903131002\MRA4920.D0C 9/14/2006 20070215001911 structures in the Easement Area and for installing, maintaining and operating the irrigation system. Grantees shall not be responsible for maintenance and repair of any area of the Burdened Property outside the Easement Area. 7. Attorney Fees and Costs. In the event either party retains an attorney to enforce the provisions or terms of this easement, the prevailing party shall be entitled to reimbursement for its attorney fees and costs incurred, whether or not said fees and costs are incurred in arbitration, litigation, mediation, declaratory action, bankruptcy, pre or post judgment collection or otherwise. DATED this day of 2406. ATRICIA M. BINDEk WEDGEWOOD AT RENTON, � f -+ r KBS DEVELOPMENT CORPORATION NO Page 3 of 10 WAW PD0CSM3131002Vv1RA4920.DOC 9!19/2006 STATE OF WASHINGTON SS. COUNTY OF KING 200702155001911.:= THIS IS TO CERTIFY that on the -L day of A& K , 2006 before me, a Notary Public in and for the State of Washington, duly commissioned and sworn, came Patricia M. Binder, personally known or having presented satisfactory evidence to be the.individual described in and who executed the within instrument, and acknowledged that she signed the same as her free and voluntary act and deed for the uses and purposes therein mentioned. W�ND and official seal the da and in this certificate first above wrltte ��\�,��0 RO� � N pL1B1 O rint am lG�L /� a C : Not blic in and for the '��tMet I.?��''�•` State of Washington, residing at Er��itt;ti Expiration Date. STATE OF WASHINGTON } -` 1 ss. COUNTY OF KING THIS IS TO CERTIFY that on this day of_ 49CA 2006, before me a Notary Public in and for the State of Washington, duly commissioned and sword, came , , personally known or having presented satisfactory evidence to be the Af AV of WEDGEWOOD AT RENTON, INC., the corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned, and on oath stated that he/she is authorized to execute the said instrument on behalf of said corporation. WITNESS MY HAND and official seal the day and year in this certificate first above written. W:1W PD0M9031310D2WRA4920.DoC 9/19!2006 1n e:+&'! Notary Pub 1c in and for the State of Washington, residing at Expiration Date: f/' ! - cP4: Page 4 of 10 20070215001911= - STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) THIS IS TO CERTIFY that on this 4 day of 9' �bVV,:" , 2006, before me, a Notary Public in and for the State of Washington, duly commissioned and sworn, came _K�._ yM 1_091 personally known or having presented satisfactory evidence to be the of KBS DEVELOPMENT CORPORATION, the corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned, and on oath stated that he/she is authorized to execute the said instrument on behalf of said corporation. WITNESS MY HAND and official seal the day and year in this certificate first above written. Print am Notary Public in and for the S 4 State of Washington, residina at w 10 Expiration Date:L-o1its 10 ll lot Page 5 of 10 W:1 WPDGCs190313%0021MRA4920_D0C 9/14/2006 EXHIBIT A Legal Description of Wedgewood Property Division I Lot 2 of City of Renton Short Plat No. LUA-03-052-SHPL. Entitled: Birder Short Plat, According to Plat Recorded July 21, 2004 under Recording No. 20040721900001, in King County, Washington. Division 2 Parcel "A" Parcel A of City of Renton Wedgewood Lane Lot Line Adjustment LUA-05-108-LLA as Recorded under Recording No. 20051222900001, in King County, Washington. Parcel "B" The South Half of the North Half of the Northeast Quarter of the Northwest Quarter of the Southeast Quarter of Section 10, Township 23 North, Range 5 East of the Willamette Meridian, in King County, Washington. Except the West 30 Feet thereof. Parcel "C" The South 30 Feet of West 170 Feet of the North Half of the Northeast Quarter of the Northwest Quarter of the Southeast Quarter. Except the West 30 Feet Conveyed to King County for Amelia Schewe Road Extension by Deed Recorded under Recording No. 3081014. Parcel "D" The North 165 Feet of the ,South 330 Feet of the Northeast Quarter of the Northwest Quarter of the Southeast Quarter of Section 10, Township 23 North, Range 5 East of the Willamette Meridian, in King County, Washington; Page 6 of 10 W:1 WPDOCS`90313W21MRA4920.DOC 9/14/2006 20070215001911.-_` Y Except the West 30 Feet Conveyed to King County for Amelia Schewe Road Extension by Deed Recorded under Recording No. 3081014. Parcel "E" The West 170 Feet of the North Half of the Northeast Quarter of the Northwest Quarter of the Southeast Quarter of Section 10, Township 23 North, Range 5 East of the Willamette Meridian, in King County, Washington; Except the North 82.75 Feet; Also Except the South 141.00 Feet; And Except the West 30 Feet conveyed to King County for Amelia Schewe Road Extension by Deed Recorded under Recording No. 3081014. Parcel "F" The South 141.00 Feet of the West 170 Feet of the North Half of the Northeast Quarter of the Northwest Quarter of the Southeast Quarter of Section 10, Township 23 North, Range 5 East of the Willamette Meridian, in King County, Washington; Except the West 30 Feet Conveyed to King County for Amelia Schewe Road Extension by Deed Recorded under Recording No. 3081014; And Except the South 30.00 Feet thereof. Division 3 Parcel "A" The West Half of the South 10 Acres of the North 50 Acres of the East Half of the Northeast Quarter of Section 10, Township 23 North, Range 5 East of the Willamette Meridian, in King County, Washington. Parcel "A-1" An Easement for Ingress and Egress over the South 30 Feet of the South 10 Acres of the Northeast Quarter of the Northeast Quarter of Section 10, Township 23 North, Range 5 East of the Willamette Meridian, in King County, Washington; Page 7 of 10 W:%WPD0CS1903131002UV1RA4920.17QC 9114/2006 2007021500191'1 Except the East 30 Feet thereof, And Except any portion thereof lying within the above described Parcel "A" Parcel "B" Parcel B of City of Renton Wedgewood Lane Lot Line Adjustment LUA-05-108-LLA as Recorded under Recording No. 2005 1 22290000 1, in King County, Washington. Division 5 The South half of the South half of the Southeast quarter of the Northwest quarter of the Northeast quarter of Section 10, Township 23 North, Range 5 East, W.M., in King County, Washington. Except the West 30 feet thereof as conveyed to King County for Road purposes by Deed recorded under Recording No. 3261892. Page 8of10 WAW PDOM903131002VvIRA4920.DOC W14120M 20070215001911 - - 20070215001911_ EXHIBIT B Legal Description of Easement Area CURE DESIGN, INC. BELLEVUE SNA 98007 Core Project No: 06171 8/16106 Legal Description --- Landscape Easement That Portion of Lot 1 of the Bincic•r Shod Plat, recorded in V olunie 174 of Flats t)t pages 166 and 167, tinder Recording No. 2009)7219()0001, records or King County, Wash ingtol), tyi.li9 north of the following described 1il)e. COMM ENCING at the common west corner oFsaid Lot 1 and Tract A of said Silo rt Plat said corner being oil the easterly right-of-way margin of Hoquiam AveatEe NE., the;ncc NtlW07'20" E, along said margin, 177,36 feet to the FLINT OF REGINNING of the herein described line: thence S88'16'1 013 1100 ft,et, thence N43059'04"E 28.00 feet-, thence S88° 16' 10E 28.00 feet; thence. S'176'59'] YT 16.00 feet; the -nee S88°16' 1 OE 21.00 feet, thence N73"57'1 0"E 2100 feet, thence S881W1OE 30.00 feet; [hence S78°31'01 "1 43.00 feet, thence S88'1 W1 OF 67M0 feet; thence N38°13'2 I "E 11.00 feet to the n()rtJ1 dile ol'said 1_.01 1. Contains 1,860,-T Square !Meet (0.0427-1 acres) Page 9 of 10 W;IWPD0CS1903 [3W021MRA4920.DOC 9/14/2006 `�4, .•�1T' -4':J/P , ��. tion Sri .Z .0 7 F3 inn • • 7- fJ�,lI L�`lli • Vt��AV Page 9 of 10 W;IWPD0CS1903 [3W021MRA4920.DOC 9/14/2006 C, NTFV;1,1� T-- ii4 I IAN ' _Ar ['A!�MrNr pl,w, P�MAflM AN Lor I 0sVA7FR -WORT PLA r VMWE 174, PAGES 166-157 R -CC. ND. 200407.915?0=1 7RA C"T A BINDER PARCEL PAGE LANDSCAPE EASEMENT I OF i 'COM 147" I.W °91� ppm A 14D) ,2j.M5.7877 fn. 47.S.A7S3/96 V*4W Ammo,ol'OESIGN FNGtWERING - PtANN$N6 , SURVEYING —1 4n> E3 " 4=k . [].s --L -.r1 Page .r--I- Page 10 of 10 WAWPD0CSW03131002WRA4920.D0C 911412006 20070215001911.:.' FF 11.31+1_ � 'Am 301 28u ............. . . wi FJ XA rw h9X16'%"ik Qu - ------ - .... ....... 2� 0�- 30.01, C, NTFV;1,1� T-- ii4 I IAN ' _Ar ['A!�MrNr pl,w, P�MAflM AN Lor I 0sVA7FR -WORT PLA r VMWE 174, PAGES 166-157 R -CC. ND. 200407.915?0=1 7RA C"T A BINDER PARCEL PAGE LANDSCAPE EASEMENT I OF i 'COM 147" I.W °91� ppm A 14D) ,2j.M5.7877 fn. 47.S.A7S3/96 V*4W Ammo,ol'OESIGN FNGtWERING - PtANN$N6 , SURVEYING —1 4n> E3 " 4=k . [].s --L -.r1 Page .r--I- Page 10 of 10 WAWPD0CSW03131002WRA4920.D0C 911412006 20070215001911.:.' Form No. 14 Subdivision Guarantee Guarantee No.: 4209-1612046 ,1 [��.1 f ..f � 1.=/ �11� I� Issued by First American Title Insurance Company 818 Stewart R. Ste 500, Seattle, WA 98101 Title Officer.• Pat Fullerton Phone: (206)728-0400 FAX First Anvdcan Title Form No. 14 Subdivision Guarantee (4-10-75) FirstAmerican Pat Fullerton (206) 615-3055 pfullerton0firstam.com LIABILITY $ 1,000.00 Title Team One Fax No. (866) 904-2177 Jennifer Salas (206)615-3011 jsalas@flmtam.com SUBDIVISION GUARANTEE Guarantee No.: 4209-1612046 Page No.: 1 First American Title Insvrance Company 818 Stewart St, Ste 800 Seattle, WA 98101 Phn (206)728-0400 (800)826-7718 Fax - 1610111:1 01C011 FEE $ 350.00 TAX $ 33,25 YOUR REF.: First American Tiitle Insurance Company a Corporation, herein called the Company Tina Kotas (206) 615-3012 tkotas@firstarn.com Subject to the Liability Exclusions and Limitations set forth below and in Schedule A. GUARANTEES Community Land Planning 4209-1612046 herein called the Assured, against loss not exceeding the liability amount stated above which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. LIABILITY EXCLUSIONS AND LIMITATIONS 1. No guarantee is given nor liability assumed with respect to the validity, legal effect or priority of any matter shown therein. 2. The Company's liability hereunder shall be limited to the amount of actual loss sustained by the Assured because of reliance upon the assurance herein set forth, but in no event shall the Company's liability exceed the liability amount set forth above. 3. This Guarantee is restricted to the use of the Assured for the purpose of providing title evidence as may be required when subdividing land pursuant to the provisions of Chapter 58.17, R.C.W., and the local regulations and ordinances adopted pursuant to said statute. It is not to be used as a basis for closing any transaction affecting title to said property. Dated: August 12, 2010 at 7:30 A.M. First American rde Form No. 14 subdivision Guarantee (4-10-75) SCHEDULE A The assurances referred to on the face page are: A. Title is vested in: Guarantee No.: 4204-1612046 Page No.: 2 Patricia M. Binder, as her separate estate B. That according to the Company's title plant records relative to the following described real property (including those records maintained and indexed by name), there are no other documents affecting title to said real property or any porition thereof, other than those shown below under Record Matters. The following matters are excluded from the coverage of this Guarantee: 1. Unpatented Mining Claims, reservations or exceptions in patents or in acts authorizing the issuance thereof. 2. Water rights, claims or title to water. 3. Tax Deeds to the State of Washington. 4. Documents pertaining to mineral estates. DESCRIPTION: Lot i and Tract A, Binder Short Plat No. LUA-03-052-5HPL, recorded July 21, 2004 under Recording No. 20040721900001, records of King County, Washington. APN: 102305-9060-04 Frst Amerman Ttle Farm No. 14 Subdivision Guarantee (4-14-75) Guarantee No.: 4209-1612046 Page No.: 3 RECORD MATTERS: 1. General Taxes for the year 2010. The first half becomes delinquent after April 30th. The second half becomes delinquent after October 31st. Tax Account No.; 102305-9060-04 4. Covenants, conditions, restrictions and/or easements; but deleting any covenant, condition or restriction indicating a preference, limitation or discrimination based on race, color, religion, sex, handicap, family status, or national origin to the extent such covenants, conditions or restrictions violate Title 42, Section 3604(c), of the United States Codes: Recording Information: 20040721000888 5. Any and all offers of dedication, conditions, restrictions, easements, fence line/boundary discrepancies, notes and/or provisions shown or disclosed by the Binder Short Plat No. LUA-03- 052-SHPL recorded under recording number 20040721900001. 6. Easement, including terms and provisions contained therein: Recording Information: 20070215001911 For: Landscaping and maintenance .... ...... INFORMATIONAL NOTES A. Any sketch attached hereto is done so as a courtesy only and is not part of any title commitment or policy. It is furnished solely for the purpose of assisting in locating the premises and First American expressly disclaims any liability which may result from reliance made upon it. B. The following deeds affecting the property herein described have been recorded within 24 months of the effective date of this commitment: NONE First American Trde 1st Half Amount Billed: $ 2,056.60 Amount Paid: $ 2,056.60 Amount Due: $ 0.00 Assessed Land Value: $ 240,000.00 Assessed Improvement Value: $ 127,000.00 2nd Half Amount Billed: $ 2,056.59 Amount Paid: $ 0.00 Amount Due: $ 2,056.59 Assessed Land Value: $ 240,000.00 Assessed Improvement Value: $ 127,000.00 2. Facility Charges, if any, including but not limited to hook-up, or connection charges and latecomer charges for sewer, water and public facilities of City of Renton as disclosed by instrument recorded under recording no. 8612031455. 3. Right to make necessary slopes for cuts or fills upon said premises for road purposes as granted by deed recorded September 8, 1942 under recording no. 3265339. 4. Covenants, conditions, restrictions and/or easements; but deleting any covenant, condition or restriction indicating a preference, limitation or discrimination based on race, color, religion, sex, handicap, family status, or national origin to the extent such covenants, conditions or restrictions violate Title 42, Section 3604(c), of the United States Codes: Recording Information: 20040721000888 5. Any and all offers of dedication, conditions, restrictions, easements, fence line/boundary discrepancies, notes and/or provisions shown or disclosed by the Binder Short Plat No. LUA-03- 052-SHPL recorded under recording number 20040721900001. 6. Easement, including terms and provisions contained therein: Recording Information: 20070215001911 For: Landscaping and maintenance .... ...... INFORMATIONAL NOTES A. Any sketch attached hereto is done so as a courtesy only and is not part of any title commitment or policy. It is furnished solely for the purpose of assisting in locating the premises and First American expressly disclaims any liability which may result from reliance made upon it. B. The following deeds affecting the property herein described have been recorded within 24 months of the effective date of this commitment: NONE First American Trde Form No. 14 Subdivision Guarantee (4-10-75) Guarantee No.: 4209-1612046 Page No.: 4 SCHEDULE OF EXCLUSIONS FROM COVERAGE OF THIS GUARANTEE 1. Except to the extent that specific assurance are provided in Schedule A of this Guarantee, the Company assumes no liability for loss or damage by reason of the following: (a) Defects, liens, encumbrances, adverse claims or other matters against the title, whether or not shown by the public records. (b) (1) Taxes or assessments of any taxing authority that levies taxes or assessments on real property; or, (2) Proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not the matters excluded under (1) or (2) are shown by the records of the taxing authority or by the public records. (c) (1) Unpatented mining claims; (2) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (3) water rights, claims or title to water, whether or not the matters excluded under (1), (2) or (3) are shown by the public records. 2. Notwithstanding any specific assurances which are provided in schedule A of this Guarantee, the Company assumes no liability for loss or damage by reason of the following: (a) Defects, liens, encumbrances, adverse claims or other matters affecting the title to any property beyond the lines of the land expressly described in the description set forth In Schedule (A), (C) or In Part 2 of this Guarantee, or title to streets, roads, avenues, lanes, ways or waterways to which such land abuts, or the right to maintain therein vaults, tunnels, ramps, or any structure or improvements; or any rights or easements therein, unless such property, rights or easements are expressly and specifically set rorth In said description. (b) Defects, liens, encumbrances, adverse claims or other matters, whether or not shown by the public records; (1) which are created, suffered, assumed or agreed to by one or more of the Assureds; (2) which result in no loss to the Assured; or (3) which do not result in the invalidity or potential Invalidity of any judicial or non -judicial proceeding which Is within the scope and purpose of the assurances provided. (c) The identity of any party shown or referred to in Schedule A. (d) The validity; legal effect or priority of any matter shown or referred to in this Guarantee. GUARANTEE CONDITIONS AND STIPULATIONS 1. Definition of Terms. The following terms when used in the Guarantee mean: (a) the "Assured": the party or parties named as the Assured in this Guarantee, or on a supplemental writing executed by the Company. (b) "land": the land described or referred to in Schedule (A) (C) or in Part 2, and improvements affixed thereto which by law constitute real property. The term 'land" does notinclude any property beyond the lines of the area described or referred to in Schedule (A) (C) or in Part 2, nor any right, title, interest, estate or easement in abutting streets, roads, avenues, alleys, lanes, ways or waterways. (c) "mortgage": mortgage, deed of trust, trust deed, or other security instrument. (d) "public records" : records established under state statutes at Date of Guarantee for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without knowledge. (e) "date": the effective date. 2. Notice of Claim to be Given by Assured Claimant. An Assured shall notify the Company promptly in writing in case knowledge shall come to an Assured hereunder of any claim of title or interest which is adverse to the title to the estate or interest, as stated herein, and which might cause loss or damage for which the Company may be liable by virtue of this Guarantee. If prompt notice shall not be given to the Company, then all liability of the Company shall terminate with regard to the matter or matters for which prompt notice is required; provided, however, that failure to notify the Company shall in no case prejudice the rights of any Assured under this Guarantee unless the Company shall be prejudiced by the failure and then only to the extent of the prejudice. 3. No Duty to Defend or Prosecute. The Company shall have no duty to defend or prosecute any action or proceeding to which the Assured is a party, notwithstanding the nature of any allegation in such action or proceeding. 4. Company's Option to Defend or Prosecute Actions; Duty of Assured Claimant to Cooperate. Even though the Company has no duty to defend or prosecute as set forth in Paragraph 3 above: (a) The Company shall have the right, at its sole option and cost, to institute and prosecute any action or proceeding, interpose a defense, as limited in (b), or to do any other act which in its opinion may be necessary or desirable to establish the title to the estate or interest as stated herein, or to establish the lien rights of the Assured, or to prevent or reduce loss or damage to the Assured. The Company may take any appropriate action under the terms of this Guarantee, whether or not it shall be liable hereunder, and shall not thereby concede liability or waive any provision of this Guarantee. If the Company shall exercise its rights under this paragraph, it shall do so diligently. (b) If the Company elects to exercise its options as stated In Paragraph 4(a) the Company shall have the right to select counsel of its choice (subject to the right of such Assured to object for reasonable cause) to represent the Assured and shall not be liable for and will not pay the fees of any other counsel, nor will the Company pay any fees, costs or expenses incurred by an Assured in the defense of those causes of action which allege matters not covered by this Guarantee. (c) Whenever the Company shall have brought an action or interposed a defense as permitted by the provisions of this Guarantee, the Company may pursue any litigation to final determination by a court of competent jurisdiction and expressly reserves the right, in its sole discretion, to appeal from an adverse judgment or order. (d) In all cases where this Guarantee permits the Company to prosecute or provide for the defense of any action or proceeding, an Assured shall secure to the Company the right to so prosecute or provide for the defense of any action or proceeding, and all appeals therein, and permit the Company to use, at its option, the name of such Assured for this purpose. whenever requested by the Company, an Assured, at the Company's expense, shall give the Company all reasonable aid in any action or proceeding, securing evidence, obtaining witnesses, prosecuting or defending the action or lawful act which in the opinion of the Company may be necessary or desirable to establish the title to the estate or interest as stated herein, or to establish the lien rights of the Assured, If the Company is prejudiced by the failure of the Assured to furnish the required cooperation, the Company's obligations to the Assured under the Guarantee shall terminate. S. Proof of Loss or Damage. In addition to and after the notices required under Section 2 of these Conditions and Stipulations have been provided to the Company, a proof of loss or damage signed and sworn to by the Assured shall be furnished to the Company within ninety (90) days after the Assured shall ascertain the facts giving rise to the loss or damage. The proof of loss or damage shall describe the matters covered by this Guarantee which constitute the basis of loss or damage and shall state, to the extent possible, the basis of calculating the amount of the loss or damage. If the Company is prejudiced by the failure of the Assured to provide the required proof of loss or damage, the Company's obligation to such Assured under the Guarantee shall terminate. In addition, the Assured may reasonably be required to submit to examination under oath by any authorized representative of the Company and shall produce for examination, inspection and copying, at such reasonable times and places as may be designated by any authorized representative of the Company, all records, books, ledgers, checks, correspondence and memoranda, whether bearing a date before or after Date of Guarantee, which reasonably pertain to the loss or damage. Further, if requested by any authorized representative of the Company, the Assured shall grant its permission, in writing, for any authorized representative of the Company to examine, inspect and copy all records, books, ledgers, checks, correspondence and memoranda in the custody or control of a third party, which reasonably pertain to the Loss or Damage. All Information designated as confidential by the Assured provided to the Company, pursuant to this Section shall not be disclosed to others unless, in the reasonable judgment of the Company, it is necessary in the administration of the claim. Failure of the Assured to submit for examination under oath, produce other reasonably requested Information or grant permission to secure reasonably necessary information from third parties as required In the above paragraph, unless prohibited by law or governmental regulation, shall terminate any liability of the Company under this Guarantee to the Assured for that claim. Form No. 1282 (Rev. 12J15/9s) . . .. . Ffst.4merrcan Tigre Form No. 14 Subdivision Guarantee (4-10-75) 6. Options to Payor Otherwise Settle Claims: Termination of Liability. In case or a claim under this Guarantee, the Company shall have the following additional options: (a) To Pay or Tender Payment of the Amount of liability or to Purchase the Indebtedness. The Company shall have the option to pay or settle or compromise for or in the name of the Assured any claim which could result in loss to the Assured within the coverage of this Guarantee, or to pay the full amount of this Guarantee or, if this Guarantee is issued for the benefit of a holder of a mortgage or a lienholder, the Company shall have the option to purchase the indebtedness secured by said mortgage or said lien for the amount owing thereon, together with any costs, reasonable attorneys' fees and expenses incurred by the Assured claimant which were authorized by the Company up to the time of purchase. Such purchase, payment or tender of payment of the full amount of the Guarantee shall terminate all liability of the Company hereunder. In the event after notice of claim has been given to the Company by the Assured the Company offers to purchase said indebtedness, the owner of such indebtedness shall transfer and assign said indebtedness, together with any collateral security, to the Company upon payment of the purchase price. Upon the exercise by the Company of the option provided for in Paragraph (a) the Company's obligation to the Assured under this Guarantee for the claimed loss or damage, other than to make the payment required in that paragraph, shall terminate, including any obligation to continue the defense or prosecution of any litigation for which the Company has exercised its options under Paragraph 4, and the Guarantee shall be surrendered to the Company for cancellation. (b) To Pay or Otherwise Settle With Parties Other Than the Assured or With the Assured Claimant. To pay or otherwise settle with other parties for or in the name of an Assured claimant any claim Assured against under this Guarantee, together with any costs, attorneys' fees and expenses incurred by the Assured claimant which were authorized by the Company up to the time of payment and which the Company is obligated to pay. Upon the exercise by the Company of the option provided for in Paragraph (b) the Company's obligation to the Assured under this Guarantee for the claimed loss or damage, other than to make the payment required in that paragraph, shall terminate, including any obligation to continue the defense or prosecution of any litigation for which the Company has exercised its options under Paragraph 4. 7. Determination and Extent of Liability. This Guarantee is a contract of Indemnity against actual monetary loss or damage sustained or incurred by the Assured claimant who has suffered loss or damage by reason of reliance upon the assurances set forth in this Guarantee and only to the extent herein described, and subject to the Exclusions From Coverage of This Guarantee. The Liability of the Company under this Guarantee to the Assured shall not exceed the least of: (a) the amount of liability stated in Schedule A or in Part 2; (b) the amount of the unpaid principal indebtedness secured by the mortgage of an Assured mortgagee, as limited or provided under Section 6 of these Conditions and Stipulations or as reduced under Section 9 of these Conditions and Stipulations, at the time the loss or damage Assured against by this Guarantee occurs, together with Interest thereon; or (c) the difference between the value of the estate or Interest covered hereby as stated herein and the value of the estate of Interest subject to any defect, lien or encumbrance Assured against by this Guarantee. S. Limitation of Viability. (a) if the Company establishes the title, or removes the alleged defect, lien or encumbrance, or cures any other matter Assured against by this Guarantee in a reasonably diligent manner by any method, including litigation and the campletion of any appeals therefrom, it shall have fully performed its obligations with respect to that matter and shall not be liable ror any loss or damage caused thereby. (b) In the event of any litigation by the Company or with the Company's consent, the Company shall have no liability for loss or damage until there has been a final determination by a court of competent jurisdiction, and disposition of all appeals therefrom, adverse to the title, as stated herein. Guarantee No.: 4209-1612046 Page No.: 5 (c) The Company shall not be liable for loss or damage to any Assured for liability voluntarily assumed by the Assured in settling any claim or suit without the prior written consent of the Company. 9. Reduction of Liability or Termination of Liability. All payments under this Guarantee, except payments made for costs, attorneys' fees and expenses pursuant to Paragraph 4 shall reduce the amount of liability pro tanto. 10. Payment of Loss. (a) No payment shall be made without producing this Guarantee for endorsement of the payment unless the Guarantee has been lost or destroyed, in which case proof of loss or destruction shall be furnished to the satisfaction of the Company. (b) When liability and the extent of loss or damage has been definitely fixed in accordance with these Conditions and Stipulations, the loss or damage shall be payable within thirty (30) days thereafter. 11. Subrogation Upon Payment or Settlement. Whenever the Company shall have settled and paid a claim under this Guarantee, all right of subrogation shall vest in the Company unaffected by any act of the Assured claimant. The Company shall be subrogated to and be entitled to all rights and remedies which the Assured would have had against any person or property in respect to the claim had this Guarantee not been issued. If requested by the Company, the Assured shall transfer to the Company all rights and remedies against any person or property necessary in order to perfect this right of subrogation. The Assured shall permit the Company to sue, compromise or settle in the name of the Assured and to use the name of the Assured in any transaction or litigation involving these rights or remedies. If a payment on account of a claim does not fully cover the loss of the Assured the Company shall be subrogated to al! rights and remedies of the Assured after the Assured shall have recovered Its principal, interest, and costs of collection. 12. Arbitration. Unless prohibited by applicable law, either the Company or the Assured may demand arbitration pursuant to the Title Insurance Arbitration Rules of the American Arbitration Association. Arbitrable matters may include, but are not limited to, any controversy or claim between the Company and the Assured arising out of or relating to this Guarantee, any service of the Company in connection with its issuance or the breach of a Guarantee provision or other obligation. All arbitrable matters when the Amount of Liability is $1,000,000 or less shall be arbitrated at the option of either the Company or the Assured. All arbitrable matters when the amount of liability is in excess of $1,000,000 shall be arbitrated only when agreed to by both the Company and the Assured. The Rules in effect at Date of Guarantee shall be binding upon the parties. The award may Include attorneys' fees only Ir the laws of the state in which the land is located permits a court to award attorneys' fees to a prevailing party, Judgment upon the award rendered by the Arbitrator(s) may be entered in any court having jurisdiction thereof - The law of the situs of the land shall apply to an arbitration under the Title Insurance Arbitration Rules. A copy of the Rules may be obtained from the Company upon request. 13. Liability Limited to This Guarantee; Guarantee Entire Contract. (a) This Guarantee together with all endorsements, if any, attached hereto by the Company is the entire Guarantee and contract between the Assured and the Company. In interpreting any provision of this Guarantee, this Guarantee shall be construed as a whole. (b) Any claim of loss or damage, whether or not based on negligence, or any action asserting such claim, shall be restricted to this Guarantee. (c) No amendment of or endorsement to this Guarantee can be made except by a writing endorsed hereon or attached hereto signed by either the President, a Vice President, the Secretary, an Assistant Secretary, or validating officer or authorized signatory of the Company. 14. Notices, Where Sent. All notices required to be given the Company and any statement in writing required to be furnished the Company shall include the number of this Guarantee and shall be addressed to the Company at 2 First American Way. Bldg. 2, Santa Ana, CA. 92707. 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