Loading...
95-100661-PCr. L KITTS CORNER AREA S ASSESSMENT RECEIVE® CITY OF FEDERAL WAY Prepared for: City of Federal Way Surface Water Management Federal Way, Washington Prepared by: Sheldon & Associates Seattle, Washington March 25, 1994 KITTS CORNER AREA WETLANDS ASSESSMENT .Yrepa.red for. Mr, Jeff Pratt City of Federal Way Surface Water Management 33530 1st Way South Federal Way, Washington 98003 Dyanne M. Sheldon Sheldon & Associates 5031 University Way NE, #208 Seattle, Washington 98105-4341 206/522-1214 March 25, 1994 TABLE OF CONTENTS Pale INTRODUCTION................................................ I.... 1 1 METHODOLOGY......... Delineation Methodology . ............................................ 1 Vegetation........................................................ 3 Soils.-• .. ...... 3 Hydrology................... ... ...............---........ 3 Wetland Delineation ................................................ 3 j' United States Fish and Wildlife Vegetation Classification (USFWS) ............. 4 l VERIFICATION METHODOLOGY ........................................ 4 r Literature Review 4 l Field Verification ................................................... 4 FINDINGS........................................................... 5 General Overview ..................................... , ............ 5 Wetland South of South 333rd Street ............. • .. • . • . • • • • • . . . • • • • . . . . 5 General Overview ............................................... 5 USFWS Classification................................ 6 Vegetation..................................................... 6 Soils.......................................................... 7 JHydrology..................................................... 7 Functional Values ................................................ 7 Wetland North of South 336th Street .................................... 8 General Overview ............................................... 8 Vegetation ....... ..................... ......................... 9 Soils....................................................... . 9 Hydrology .................................................... 10 Functional Values 10 Hylebos#9....................................................... 10 General Overview 10 Vegetation ............................................... 11 Soils......................................................... 11 Hydrology .................................................... 12 l` Functional Value 13 _ Campus Gateway Wetland .......................................... 13 General Overview ...................................... 13 Wright Wetland .......................................... 13 General Overview .............................................. 13 Vegetation.................................................... 14 Soils..................................... .................. 15 Hydrology.................................................... 15 Functional Values ............................................... 15 by Sheldon 6 Associates Federal Way Surface Water Management March 25,1994 Kitts Comer Area Wetlands Assessment 1 Page REGULATORY ISSUES ................................................ 16 City of Federal Way's Wetland Requirements ......................... 16 Washington State Department of Ecology ............................. 16 U.S. Army Corps of Engineers: Section 404 of the Clean Water Act .... _ .... 16 REFERENCES........... ............... ............ .....I........... 17 Literature Cited ................................................... 17 APPENDIX A - DATA SHEETS r APPENDIX B - VEGETATION SPECIES LIST ! APPENDIX C - FUNCTIONAL VALUE FORMS r Federal Way Surface Water Management by Sheldon & Assodales Kitts Corner Area Wetlands Assessment 11 March 25,1994 LIST OF FIGURES Figure Pa&e 1 General Project Vicinity ............................................. 2 by Sheldon b AssociatesFederal Way Surface Water Manngem nt Minch 25,1994 Kitts Corner Area Wetlands Assessment hi Kitts Corner Area Wetlands Assessment INTRODUCTION ` At the request of the City of Federal Way Surface Water Management Division, Sheldon & Associates conducted a series wetland verifications and delineations on wetlands in the Kitts l Corner area of the City. Verification was attempted on three previously delineated wetlands. l Due to the lack of flagging and/or "misplacement" of previous flagging, the three wetlands were essentially re -delineated. In addition, a delineation was conducted on one wetland which had not been previously delineated. Figure 1 shows the approximate location of the wetlands in the project area. The purpose of this report is to summarize the findings of the verification and delineation work on the wetlands in the Kitts Corner area of Federal Way, Washington. METHODOLOGY Delineation Methodoly The Unified Federal Methodology for Identifying and Delineating jurisdictional Wetlands (FICWD,1987 and 1989) were used for delineating wetlands, as required by the Army Corps of Engineers and the City of Federal Way, respectively. Wetlands are defined in the manual as follows: Those areas that are inundated or saturated by surface or groundwater at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, bogs, and similar areas. The FICWD methodology for wetland delineation is based on three mandatory criteria: hydrophytic vegetation, hydric soils, and wetland hydrology. Plots were established within areas expected to be wetlands and areas expected to be uplands. The wetland edge was identified by pink and black striped flagging affixed to vegetation around the wetland perimeter. Each plot was sampled for vegetation, soils, and hydrology. The size of the sample plots were approximately 30-foot radius for trees and shrubs, and 5 feet for herbs. Data for each plot were recorded on field data sheets, which are presented in Appendix A. Federal Way Surface Water Management by SheL&n & Associates Kitts Corner Area Wetlands Assessment 1 March 25,1994 T North S 320111 --/ Sl 5 320t h r � f S 32h St /r J r > •3 i Q �- r LO 17 - r 5t Ir �If ► I r 5 336th pst" S i.3.6tJ St r r I _ � r •� 5 21 i� _ J r Q� / r S 3.18t h St r 1 rlr / S _ 13, 1 Not to Scale approximate wetland locations Figure 1 General Project Vicinity 2 Vegetation Hydrophytic vegetation is defined as macrophytic plant life growing in water, soil, or substrate that is periodically deficient in oxygen (Reed, 1988). For each plot, percent areal l coverage was estimated for each plant species present, and dominant species were determined. l The hydrophytic vegetation criterion is met when more than 50 percent of the dominant species are hydrophytic, based on the wetland plant species indicator status of the U.S. Fish and Wildlife Service rating (Reed, 1988). Plant species were identified using Flora of the Pacific Northwest (Hitchcock and Cronquist, 1973). Species observed on site are listed in Appendix B. r Soils rSoils were sampled in each plot and evaluated for hydric indicators using a soil auger. Soils were sampled to a depth of 18 inches where possible. Hydric indicators include mottling and/or gleyed soils. Mottles are spots or blotches of contrasting color occurring within the soil matrix. Gleyed soils are predominantly neutral gray in color. Soil chroma, or color, was determined using a Munsell color chart (Koilmorgen Corporation,1975). Soil data were recorded ron field data sheets, which are presented in Appendix A. L r Hyd rol2a Ly — Direct observations of hydrology are often limited during the dry season. However, rindicators may be present that confirm the occurrence of saturation or inundation for periods L of time adequate to satisfy criteria designated in FICWD (1989). Indicators include exposed muck, visible sediment deposits on substrate and plant surfaces, water -stained leaves, and hydric soil characteristics. For delineations using the 1989 methodology, where both hydrophytic vegetation and hydric soils are present, wetland hydrology is assumed to occur per the Unified Federal Methodology (FICWD, 1989). Wetland Delineation E Sampling results for the three criteria were analyzed to make a wetland determination for each plot. Based on the results of plot determinations and visual observation of site Lcharacteristics, an overall assessment of the area was conducted and wetland boundaries were located. For most wetland plots identified, data for a corresponding upland plot was collected to confirm the edge of the wetland. Field results found little discrepancy between the 1987 and 1989 methodologies on these sites. L Federal Way Surface Water Management by Sheldon 6 AssacWes Kitts Corner Area Wetlands Assessment 3 March 25,1994 United States Fish and Wildlife Vegetation Classification (USFWS) Vegetation communities in each wetland were classified using a system developed by the United States Fish and Wildlife Service (Cowardin, et al. 1979). This system is hierarchical and structured around biological, hydrological, and substrate characteristics. VERIFICATION METHODOLOGY Literature Review The City of Federal Way Surface Water Management staff made available the reports and maps of previously conducted wetland delineations on several sites relevant to the project vicinity. In addition, the authors of this report had conducted previous delineations on two of the sites in the study area. The existing delineation documents and other technical sources were reviewed for background information on each site prior to the field visit. The literature reviewed included: ■ Jurisdictional Wetland Determination for Kitts Corner Regional Detention Pond Facility and Functions and Values Assessment Project (Shapiro and Associates 1990). • South 336th Street Regional Detention Pond Wetland Analysis (Sheldon & Associates 1991). ■ Schaadt Property Wetland Delineation (Sheldon & Associates 1992). • United States Department of Agriculture, Soil Survey: King County Area, Sheet 15 (Soil Conservation Service 1973). • King County Wetland Inventory Notebooks: Volume 3 (King County 1983). Field Verification In addition to the literature review, field verifications were conducted by Dyanne Sheldon, Pesha Klein, and Elissa Ostergaard of Sheldon & Associates on February 15,16, 21, and March 18,1994. The Unified Federal Methodology for Identifying and Delineating Jurisdictional Wetlands Routine Methodology (FICWD, 1987 and 1989) were used for delineating wetlands, as required by the U.S. Army Corps of Engineers (Corps) and the City of Federal Way, respectively. The data sheets are attached in Appendix A. Four sites were field checked: three had previous delineations and the fourth had not been delineated, based on available public information. The wetlands will be discussed in this report in order from north to south as they lay along the WH10 and west tributaries to Hylebos Creek (see Figure 1 for approximate locations). Federal Way Surface Water Management by Sheldon & Associates Kitts Corner Area Wetlands Assessment 4 March 25,1994 FINDINGS General Overview Five wetlands are located along the WH10 tributary and a larger tributary of Hylebos between South 333rd Street and South 340th Street (see Figure 1). Of the five, a "new" delineation was conducted on one of the wetlands, three of the wetlands were essentially re - delineated (due to lack of existing flagging from the previous delineations), and one system was not re -checked as the flagging was in place. The WH10 tributary is an intermittent drainage which flows generally from the south end of the Sea Tac Mall, south on the east side of Highway 99 to just south of South 336th Street, where the flows exit a wetland into a culverted system and are directed under Highway 99 to the west. West of 99, the flows are directed into a created ditch which flows due west into a large wetland which includes the a tributary to Hylebos Creek. The larger tributary flows south, through several wetland systems and finally converges with the weststem of Hylebos creek south of Highway 18 and east of Highway 99. The WH10 tributary conveys storm and surface water runoff from the highly urbanized residential and commercial areas in the Sea Tac Mall vicinity, and south. As the area of impervious surfaces has increased within the basin, flows within the tributary and through its associated wetlands have increased tremendously in the past two decades. The changes in the hydrologic patterns of the tributaries have directly influenced the existing conditions of the wetland systems within its floodplain. In general, the wetlands provide a crucial function for flood control, although their capacity is not sufficient to prevent flooding in the basin. Due to the urbanized nature of the basin, water quality within the wetlands is severely impacted. Habitat values are impacted because vegetation diversity is reduced due to degraded water quality and large water level fluctuations. Structural complexity within some of the wetlands is high due to mortality of mature trees providing standing and fallen snags. Buffering is quite effective on some of the perimeters of the systems while other wetlands are effected by immediately adjacent high density residential development. Only two of the wetlands were previously identified in the King County wetland inventory. Hylebos #9 was identified in the original 1987 inventory, and Hylebos 45a is identified in the 1990 update. The SCS soils maps indicate hydric soils in the vicinity of these two wetlands but not for the others within this area. Federal Way Surface Water Management by Sheldon & ,4mcWes Kitts Corner Area Wetlands Assessment 5 March 25,1994 Wetland South of South 333rd Street General Overview The wetland is located south of South 333rd Street and immediately to the east of a constructed apartment complex east of Pacific Highway South (east of 18th Avenue South, if it was extended to the north). The flows of the WH10 tributary enter the wetland from the north via a 24-inch culvert under South 333rd Street. Flows exit the wetland from the southwest corner through a channel which was constructed around an apartment complex. The wetland had not been previously delineated, therefore, no other flagging was present on site. The wetland is suffering from the input of massive amounts of large grained sediment. Sands and gravels have been (and continue to be) deposited within the main body of the wetland to several feet in depth. The flows entering the wetland now bifurcate and flow on both sides of these deep sediment deposits located within the central portion of the wetland. Invasive non-native species have colonized these constantly disturbed sediment deposits. The wetland has virtually no buffer on the west side, and it is exposed to an apartment complex within 25 feet of the wetland edge and "bufferred" by lawn grass. The wetland in the vicinity of the apartment complex was highly impacted by the residents. At the time of the site visit, it contained multiple empty and partially empty charcoal lighter fluid containers, engine oil and antifreeze containers, and "typical" urban debris such as appliances, shopping carts, chairs, tires, etc. In sharp contrast, the east edge of the wetland was relatively well bufferred by mature third growth Douglas fir forest. The north edge of the wetland is determined by the toe of fill of South 333rd Street. USFWS Classification The wetland on this site would be classified under the Cowardin wetland classification system (1979) as a palustrine forested wetland. The central portion of the wetland has a rather open canopy and is vegetated with dense reed canary grass which could be considered as an emergent community. It is a minor component of the overall wetland. Vegetation The predominant wetland community is a forested canopy with an almost equal co - dominance of Oregon ash, red alder, and black cottonwood. The shrub community is dominated by salmonberry with Indian plum present and traces of red elderberry. Herbaceous species present along the outer margins of the wetland include creeping buttercup and lady fern. The central portion of the wetland is highly disturbed by the continuous accumulation of sediments being deposited within the system. Due to the repeated deposition, herbaceous Federal Way Surface Water Management by Sheldon & Assopyes Kitts Corner Area Wetlands Assessment 6 March 25,1994 vegetation development in this area appears to be limited. The only species noted were dense stands of reed canary grass, bent -grass, and bil:tersweet nightshade present over much of the shrub and sapling understory. Additional species may become obvious later within the growing season, however this very early spring field work did not reveal any signs of additional species. Soils The soils of the site are mapped by the SCS as Alderwood gravelly sandy loams. Field checking within the wetland area identified no parent soils which were undisturbed. All soils checked to a depth of 18 inches included multiple layers of depositional material including silts, sands, and gravels likely carried in and deposited during storm events. Soils at plot 1-6 were clayey sands (10YR3/1) at 18 inches. Water was present 4 inches below the surface of the hole. Soils within the associated upland plot 1-6 were red brown gravelly sandy silts (10YR3/3), saturated at 18 inches below the surface. Soils at wetland plot 1-9, on the less disturbed east side of the wetland were gravelly sandy loams {10YR 3/2) with bright mottles (7.5 YR4/4) at 14 inches. Water level was at 12 inches below the surface. Upland soils at the associated plot 1-9 were gravelly sandy loams (7.5YR 3/2) with mottles (7.5 YR 4/4) however no water was present in the bole 18 inches below the surface. Hydrology _ Water primarily enters the wetland via a 24-inch culvert located under South 333rd Street to the north. As noted above, so much sediment has been brought into and deposited within the wetland that the flows bifurcate around the main sediment plume, and flow around the east and west sides of the wetland. Flows converge near the southwestern corner of the site. Flows exit the wetland within a distinct created channel. The outlet from the wetland does not appear to be severely restricted, however, water may back-up in the system during extremely large flood events. Flows enter a created channel (bermed to the west), which flows due south, then due west, and at a 90 degree turn under a wooden fence, flow back south into the next wetland (described below as North of South 336th Street). The wetland appears to have standing water throughout the winter months and likely until late spring/early summer (May or June) in a normal year. Functional Values Based on a modified functional value assessment utilized by King County, the wetland has variable functional values (see Appendix C for completed forms). The wetland, as noted above, is highly impacted by the residential use in close proximity on the west side. Human physical intrusion (children's "play" area within the wetland margin), Federal Way Surface Water Management by Sheldon & Associates Kitts Comer Area Wetlands Assessment 7 March 2S, 1994 debris placement, as well as toxics input (petrochemicals in a variety of forms) have a cumulative negative impact on the wetlands ability to function. In addition, the historic and seemingly ongoing deposition of large amounts of sediments within the main body of the wetland threatens its long-term viability. Several mature Oregon ash trees, with trunks greater than 1 foot in diameter, were attempting to survive with over 2 feet of sediment deposited around the base of their trunks. It was not possible to assess the vigor of these trees at the time of the field visit. The presence of the plume indicates that the wetland provides an important function for erosion control and perhaps some water quality improvement downstream. There is some evidence that the sediment plume continues to be impacted by further deposition as there was little evidence of herbaceous species present on much of the plume area. The upper end of the area of deposition is being colonized by highly invasive non-native species tolerant of fluctuating water levels and changing substrate conditions. These non-native invasives provide little value to wildlife as nesting sites or as food sources. As noted above, the flood control function of this wetland is unknown, but may be somewhat limited based on the lack of a clearly restricted outlet at the outlet of the actual wetland. Wetland North of South 336th Street General Overview The wetland is located immediately north of South 336th Street, east of 18th Avenue South. Flows enter the wetland from the constructed channel draining out of the wetland to the north (described above). It may be that construction of the apartment complex to the north of this wetland and the associated realignment of the stream channel has changed the point at which water enters this area. Flows now enter the area from under a 6 foot high wood fence, they flow south behind a series of single-family residences on South 18th Avenue, and then the channel disappears and water spreads out in a broad flooding sheet flow and backwater into the wetland community. Flows ultimately leave the area through a large double culvert system under South 336th and then enter into wetland Hylebos #9, to the south. Field verification work found that most of the wetland flags were missing, or were present on large trees which had toppled in the last three years. The wetland edge along the east side appears to be larger now due to the extended presence of flood waters within the system. The wetland area has undergone dramatic changes in hydrologic patterns which is influencing its physical configuration, the vegetation community, and the extent of the wetland. Increased flows entering from the north have caused increased flooding in the area as waters back up behind the existing culverts under South 336th. The increased flooding is creating unstable substrates for the very large mature cottonwood trees in the wetland which are starting to topple. Several large trees which were Federal Way Surface Water Management by Sheldon F. Associates m Kitts Corner Area Wetlands Assessent 8 March 25, 1994 r- r- flagged during the 1991 field work were found upended. The trees appear to be relatively healthy; they are still alive and sprouting growth from the trunks and branches. However, they likely toppled because the flooding of the soils did not provide a firm hold for the roots during a wind storm. In addition, the central portion of the wetland has experienced an accumulation of sediment from upstream construction activities. The sediment deposit is now slightly above the water table so that the wetland conditions are changed and invasive species such as reed canary grass are becoming established. The water quality within the wetland is severely degraded from the constant input of stormwater and surface (street and parking lot) runoff. In the backwater above the culverts is a considerable amount of floating debris and the water had a petroleum sheen to it as well as a distinctive obnoxious odor. Vegetation lThe wetland contains both palustrine forested and scrub/shrub communities. The forested component is an Oregon ash and black cottonwood community with the most mature specimens located in the northeast corner of the wetland. As noted above, the trees are very mature and large (greater than 2 feet in diameter in general). Those trees still standing appear to be healthy, although the increased flooding (depth and durations) is taking its toll by undermining the roots ability to hold such large canopies upright during storm events. LUnder the canopy are robust ash and cottonwood saplings, indicating that the species are able to reproduce in the existing conditions. Shrub species present under the trees include salmonberry and some spirea, with red elderberry present. Few herbaceous species were evident during the field visit except for creeping buttercup. The shrub community is dominated by salmonberry and spirea with a dense invading presence of Himalayan blackberry. Indian plum is present along the outer wetland margins on the east and the blackberry is rooted in upland soils above with the canes cascading the native specimens. Soils The soils on the site were highly variable, with different textures, colors and levels of saturation present within separate plots located less than a foot distant from each other. Soils are disturbed in some areas by earth movement, deep sediment deposits are located in some zones, and flooded upland soils are present in areas with long-term standing water over 2 feet deep. E Soils from wetland plot 1-1 are gravelly sandy silts (10YR3/1) at 14 inches in depth with saturation to the surface. The associated upland plot had gravelly sandy loams (10YR3/2) to 8 - inches and sandy loams (10YR3/3, no mottles) at 14 inches, with water standing at 8 inches in the soil pit. Federal Way Surface Water Management by Sheklan & Assonahs Kitts Corner Area Wetlands Assessment 9 March 25,1994 At wetland plot 1-5 (east side) the soils are totally saturated sandy silts (10YR2/2) with numerous concretions. Soils in the uplands along the east side are bright red, moist (from the rainfall) but not saturated, sandy gravelly loams and silts. Hydrology This wetland is created by a backwater effect of the culverts under South 336th Street. A portion of the wetland was likely present prior to the placement of the culverts; however, the current extent and condition of the wetland is the result of the flooding caused by increased runoff from upstream. Water enters the site from a channelized flow from the north. It enters the site in a created channel, but within 75 to 100 feet of entering the site the flows overtop the channel and begin to backflow to the northeast flooding an area of mature ash and cottonwood trees. The waters extend to the east, towards an area of recent illegal fill (in an upland area). The site was visited twice over a five week period (February to March), the extent of flooding was greater on the second visit than the first. This information, in a relatively normal rainfall year, allowed us to assume the duration of saturation in areas of questionable soils. Functional Values The overall functional values of the wetland are being impacted by the increased amount and duration for flooding. Water quality is severely impacted and is likely having subsequent effects on herbaceous species diversity. The quantity of water within the system is affecting its structural stability: flooding is undermining the mature trees which are toppling. This leads to an increased physical complexity at the ground level, but large nesting trees and sources of cavities are being eliminated. Changes around the wetland by residential use and illegal filling activities has allowed the solid establishment of dense stands of blackberry. This in turn is reducing the extent of native shrubs and the food and nesting sites they provide. The area provides moderate songbird habitat, but no habitat for larger waterfowl. Small mammals would be anticipated as would urban omnivorous such as raccoon, coyote, and possum. Hylebos #9 General Overview The wetland is a dense woody swamp with long-term seasonal or permanent standing water under a dense canopy of willow and salmonberry. The north and west edges of the wetland are determined by fill for a roadway and commercial construction, respectively. The east edge of the wetland is bufferred by a mature second/third growth Douglas fir woods. Federal Way Surface Water Management by Sheldon & As6odates Kitts Corner Area Wetlands Assessment 10 March 25, I994 The wetland hydrology has been altered in the past with the creation of a restricted culvert outlet in the southwest corner. Flows enter the wetland from the north through culverts under South 336th, and exit into a culverted system under Highway 99 to the west. The field verification work for Hylebos #9 found the previous delineation flagging to be generally consistent on the north and west sides of the wetland. The verification on the south and east sides of Hylebos #9 found the previous delineation to be located generally inside the existing wetland edge (i.e., the Sheldon & Associates verification edge determined the wetland to be larger (by 5 to 25 feet) than that previously delineated). Based on conditions found in the field, it is likely that the wetland has undergone some significant changes to its hydrology in the past. The SGS maps the vicinity as Tukwila muck. The verification work along the east side of the wetland found that there was not a strong correlation remaining between historic hydric soils, hydrophytic vegetation, and hydrology. Based on field observation of the historic extent of soils and the current hydrologic patterns of the wetland, we would conclude that the placement of the culvert actually lowered the outlet of the wetland. It appears that the lowered outlet functions to allow greater live storage of floodwaters, then after a storm event water levels drop to the level of the existing outlet. This change in the hydrologic patterns means that the wetland can flood in storm events to the point that South 336th Street is overtopped from the north. The duration of the flooding is unknown by this author, however, evidence in the field does not indicate long periods of inundation. There was no evidence of water-logged or stained leaves, nor was there signs of sediment or staining on the trunks or vegetation surrounding the existing water level. r L Vegetation_ The wetland is a palustrine scrub/shrub and palustrine forested community. The willow and Oregon ash canopy is present within a standing water swamp of unknown depth. The understory in the swamp is predominantly salmonberry and willow saplings. Because the field ( reconnaissance was conducted in the very early spring, it was not possible to readily determine L how much of the standing woody vegetation was dead material. There was a great deal of downed dead material within the swamp, therefore there was significant structural complexity Lpresent. The margins of the wetland contain a more mature Oregon ash and red alder canopy with salmonberry and Indian plum present in the shrub layer and red alder and ash present in Lthe sapling layer. Herbaceous species were not common due to the season, however, lady fern and creeping buttercup were evident. Soils As noted above, the verification work found that the north and west sides of the wetland were generally determined by the edge of fill from construction and road work. Parent soils in Federal Way Surface Water Management by Sheldon & Aswci°ies Kitts Corner Area Wetlands Assessment 11 March 25,1994 the north were masked under gravel fill which was extended out into the water greater than 1 foot in depth. The Soil Survey maps the immediate area as Tukwila muck noting the presence of diatamous earth in some profiles of the series. Muck was found in the soil profile several feet waterward of the current waters edge. Diatamous peat was found approximately 2 feet below the existing substrate surface several feet waterward of the waters edge. The soils along the east side were quite variable. An upland plot at flag HY9-9 had moist gravelly sandy clayey silts (10YR2/2 with no mottles) to approximately 14 inches. This was subtended by moist sands to 18-20 inches. No standing water was present in the hole, the standing water in the pond was approximately 2 feet lower than the plot. Wetland soils at plot HY9-9 were 10 to 12 inches of disturbed red -brown till over moist black loams (10YR2/1) starting at 12 inches. At 18 inches deep, the soils were wet sandy silts (10YR2/1). Free water was in the hole at approximately 16 inches. The plot was approximately 3 feet away from the standing waters edge and approximately 18 to 20 inches above standing water level. At wetland plot HY9-23, the soils changed abruptly to 6 to 8 inches of black organic stained loam (10YR2/1) over very brightly mottled dense sandy clay. Although the clays were not "wet" in the pit, the presence of the clay was assumed to inhibit the movement of water downward. At the disturbed south end of the wetland, near plot HY9-31, the soils are black loams (10YR2/1) for 6 to 12 inches subtended by brightly mottled tight clays or bright red -brown sandy clayey silts. Water is present in pits within 18 inches of the surface if the pits were less than 2 feet from the existing edge of the standing water. Similar soils were found further away from the wetland edge; however, no water was present within 18 inches of the surface. Holes dug in the clays did not always have free water present in them, and a second reading of the pits was not conducted at a later time to see if water infiltrated the clays. Hydrology The verification field work was conducted in the wet season after substantial rainfall, when it could be assumed that the wetland was at a typical saturated beginning -of -the -growing season level. It is documented that the wetland is utilized for a storm water detention and is designed to fill during storm events, and then empty quite quickly afterwards, limiting the duration of long-term flooding. At the time of our field work, the exiting culvert was approximately half full, therefore the water level was above the culvert invert elevation, i.e., the current water level was slightly higher than outlet elevation of the pipe. The effect of reoccurring flooding within the system was evident by the lack of herbaceous species complexity around the wetland margins (the lack of visual complexity could also be partially attributable to the February field visit). Federal Way Surface Water Management by Sheldon 6 AssociWes Kitts Comer Area Wetlands Assessment 12 March 25,1994 Functional Value Based on a modified functional value assessment utilized by King County, the wetland has variable functional values. For water quality, the wetland rates moderate based the amount of stormwater moving through the wetland and the fact that it is so densely vegetated which assists in uptake of nutrients and deposition of sediments and their associated heavy metals. For flood control, the wetland rates moderate to high due to its size, its location along the channel, the amount of woody vegetation which slows down flood flows, and its location roughly in the middle of the watershed. The wetlands function for groundwater recharge is unknown. The biological support of the wetland is rated as moderate based on the high structural diversity but rather limited habitat types. General site observations indicate that diversity of herbaceous species may be limited due to degraded water quality entering the system as well the fluctuating water table. The site likely provides excellent songbird habitat, but is limited for waterfowl due to the density of the woody species. Small mammal use is likely and amphibian use is unknown especially due to potential water quality concerns. Campus Gateway Wetland General Overview ( The Campus Gateway wetland is the large wetland system located west of Highway 99, ` south of South 336th Street. The wetland was not checked as part of this study, however, the authors did conducted a field delineation of the site in 1992. This brief summary is provided ( as a simple overview. The wetland is a palustrine forested system with a red alder canopy. Flows enter the L wetland from two primary sources: from flows from the north under South 336th Street and flows from the WH10 tributary from the east (the series of wetlands described above in this report). The wetland has been altered in the last several decades so that waters now flow through the system at the south end through a created channel which is part of the large L tributary to the weststem tributary of Hylebos Creek. The flows from this wetland are separated by a created berm from the Wright wetland to the south which is discussed below. LThe hydrology of the wetland has been altered by the increased volumes of surface water entering the system, and by the dredging of an outlet channel at the south end from what used to be a closed depressional wetland. The assumptions of the historic conditions of this wetland is based on previously conducted review of aerial photographs dating back to the 1930's. L L Federal Way Surface Water Management by Sheldon 6 Associates Kitts Corner Area Wetlands Assessment 13 March 25,1994 Wright Wetland General Overview The Wright wetland is located west of Highway 99 and south of South 340th Street (if it was extended to the west). The Wright wetland is located along a larger tributary of the Hylebos system although the wetland is separated from the stream channel by a created berm. The Wright wetland is now fed from surface water runoff from an extensive filled area located immediately to the east. The wetland is a palustrine emergent marsh, with a fringe of willow shrubs. The area is seasonally inundated to several feet in depth. As the only water source is runoff from the adjacent fill site (and precipitation), the site is seasonally dry. This site has been looked at many times in the last four years to determine if wetland is present or absent. In February of 1991 Dyanne Sheldon and Kathy Kunz of Sheldon & Associates conducted a field delineation using the 1989 Manual and found the area to be wetland based on the presence of 100% facultative wet and obligate wetland species growing in standing water over 1 foot in depth. In August of that same year, Dyanne Sheldon of Sheldon & Associates and Mike Witter of Wilsey Ham Pacific collected soils data to substantiate the vegetation and hydrological data of the February field visit, and again determined that the area, per the 1989 Federal Manual and the City of Federal Way Code, was wetland. The wetland perimeter was not surveyed after either of these delineations. There were no flags remaining in the field, therefore, the wetland edge was delineated once again on March 18, 1994. The data sheets are provided within Appendix A of this report. Field work conducted in March 1994 used both the 1989 and 1987 Manual criteria: the line flagged in the field met both criteria. Assumptions of length of inundation/saturation was based on the knowledge of previous field visits by Dyanne Sheldon. There is an ongoing controversy regarding whether or not this area constitutes a wetland per the Corps jurisdiction. For the City of Federal Way, using the 1989 Manual and based in addition on work looking at historic conditions on site, this analysis has determined the site to be wetland. The Corps of Engineers may choose to confirm the presence/absence of wetland on this site for their records. Vegetation The site is now dominated by a reed canary grass and cattail marsh, with a willow shrub community establishing around the perimeter. Reed canary grass appears to be invading the site from the east side and it has eliminated many of the less aggressive emergent species such as spike rush and bulrushes which were present and dominant two years previous. The cattails present might actually be the narrow -leaved species Typha angustifolia, or perhaps a hybrid of common cattail (TTynha latifolia . The leaves are quite narrow and there is a space between the male and female flower parts on the cat -tail. Federal Way Surface Water Management by Sheldon & Associal rnes Kitts Comer Area Wetlands Assessment 14 Mmch 25,1994 Soils Soils on the site were highly disturbed. It was only possible to determine the wetland boundary by digging soil pits (not using a hand auger) in close series down the hydrologic gradient around the perimeter of the wetland. The soils are so disturbed that the conditions from one pit location to the next (less than 2 feet distant) would change entirely. Wetland soils were usually sandy gravelly loams or sandy gravelly silts with chromas of 2 with bright or dull mottles (see data sheets). Upland soils were chroma 2's without mottles, or were brighter than chroma 2. Water was determined to be present in all wetland soil pits within 18 inches of the surface, although for many of the denser, less permeable soils, water levels had to be taken after the hole had been open for at least one-half an hour. i For every data plot determined to be wetland, the hydric soil criteria was met in the field. l Based on the fact that this field delineation was conducted during the wettest portion of the growing season, there was no necessity to assume the presence/absence of water. Given the closed nature of the wetland (no outlet exists) and the depth of the existing water, the duration of saturation was assumed. Hydrology The community had shallow (over 2+feet) standing water during the early March field visit (of a typical precipitation year). The site collects water from precipitation and from stormwater directed into the wetland from a fill zone to the east. There is no outlet except for infiltration and evapotranspiration. Enough water enters the system to keep the soils saturated to the surface until late summer (August). It is expected that it would be common for the site to completely dry out during the annual drought cycle of late summer. In digging the soil pits, the wetland area appeared to be underlain by dense impermeable soils, primarily till. Therefore infiltration might be quite limited. Functional Values The site provides attenuation of surface waters running off from the fill site to the east protecting the tributary channel from those additional flows. The site also has acted as a de facto sediment pond for the steep hillside of fill placed adjacent to it: runoff entering the wetland has carried a plume of very fine clay particles into the wetland from the fill site. The long-term inundation provides resting and perhaps feeding habitat for waterfowl. Waterfowl such as ring -billed ducks were using the site at the time of the field visit. In addition, great blue heron and large shorebirds (yellow legs) have been noted at the site on previous visits. Federal Way Surface Water Management by Sheldon & AsuOda4' Kitts Comer Area Wetlands Assessment 15 March 25,1994 layer. Groundwater recharge on the site is likely severely limited due to the subtending till REGULATORY ISSUES Several federal, state, and local regulations affect the development of wetland areas. Agencies that have jurisdiction over development impacts associated with on -site wetlands include, but may not be limited to, the City of Federal Way, the Washington State Department of Ecology, and the U.S. Army Corps of Engineers. Prior to permitting any activities in wetlands, jurisdictional agencies require wetland boundaries to be delineated and surveyed by qualified personnel and subsequently confirmed by jurisdictional agency staff. City of Federal Way's Wetland Requirements The City of Federal Way's Code requires a 100-foot setback from all regulated wetlands (Code Section 22-1357). Any alteration within a regulated wetland must be authorized by the City Council through a Process III (Code Section 22-1358(d)). Alterations within the required 100-foot setback essential public facilities and utilities may be allowed within the setback if approved by the Director of Community Development (Code Section 22-1359). Washington State Degarhnent of Ecology Ecology has the authority to condition actions within wetlands through the NPDES permit process and through their joint administration of Nationwide Permit 26 for wetland fills over 1 acre in size in isolated wetlands. If the mean annual flow of the tributary WH10 and the larger tributary to the west, are less than 5 cfs, then the Corps of Engineers can determine that wetlands associated with the stream are "isolated" per their regulations (see Corps regulatory authority discussion below). Ecology reviews and conditions wetland alterations which impact 2 or more acres of "isolated" wetlands. Per these standards, Ecology does not allow the discharge of untreated stormwater directly into existing wetland communities. (See the Corps discussion below regarding the determination of "isolated" wetland.) Wetlands can be created from non -wetland for the discharge or control of stormwater, but stormwater must be treated for water quality parameters prior to discharge to existing wetlands. U.S. Army CoKps of Engineers: Section 404 of the Clean Water Act The Corps administers Section 404 of the Clean Water Act, which regulates the discharge of dredged or fill materials into waters of the United States, including wetlands. The implementation of Section 404 differentiates between "isolated" and "adjacent" wetlands. In Federal Way Surface Water Management by Sheldon & Associates Kitts Corner Area Wetlands Assessment 16 March 25,1994 general, "isolated" wetlands are those located "above the headwaters", meaning above the point of a stream where the mean annual flow is 5 cfs. The Corps is the only agency which can make the determination if a wetland is "isolated" or "adjacent" per their regulatory jurisdiction. Work in wetlands which are determined to be adjacent requires obtaining an Individual permit. The first step of an Individual permit is an Alternatives Analysis, submitted by the applicant, which shows why the proposed work cannot be conducted in a non -wetland area. Nationwide permit 25 is generally used for alteration of less than one acre of isolated wetland. For alterations of more than one acre, but less than 2 acres of isolated wetland an NPDES permit is required from Ecology. Alteration of more than 2 acres of isolated wetland triggers an individual permit. Work which qualifies for a Nationwide permit (alterations of less than one acre of "isolated" wetland) must still obtain a Pre -Discharge Notification from the Corps prior to proceeding. Corps staff must be contacted to determine their regulatory authority regarding the use of wetlands for stormwa ter management. Their authority is quite clear when any fill is required in the form of outlet structures, berms within the wetland (even wetland fringes), or excavation within the wetland. REFERENCES Literature Cited Cowardin, L.M., V. Carter, F.C. Golet, and F.T. La Roe. 1979. Classification of Wetlands and Deepwater Habitats of the United States. Office of Biological Services, Fish and Wildlife Service, U.S. Department of the Interior, FWS 1035-79/81. 103 pp, Federal Interagency Committee for Wetland Delineation (FICWD). 1989. Federal Manual for Identifying and Delineating Jurisdictional Wetlands. U.S. Army Corps of Engineers, U.S. Environmental Protection Agency, U.S. Fish and Wildlife Service, and USDA Soil Conservation Service. Washington, D.C. Cooperative technical publication. 75 pp. plus appendices. Hitchcock, C.L. and A. Cronquist. 1973. Flora of the Pacific Northwest. University of Washington Press. 730 pp. King County. 1983. Wetland Inventory Notebook: Volume 3. King County Resource Planning. King County, 1987 (updated 1990). King County Sensitive Areas Map Folio. Kollmorgen Corporation. 1975. Munsell Soil Color Chart. Macbeth Division of Kollmorgen Corporation. Baltimore, Maryland. 1 Federal WaySurlace WalerManagement L Kitts corner Area Wetlands Assessment 17 by Sheldon & Associa(es March 25,1994 Reed, P.B., Jr. 1988. NationalList of � Biological cal ReporOc t. 8r(26 Wetlands: Northwest (Region 9). U.S. Fish and W g Shapiro and Associates. 1990. Jurisdictional Wetland Determination for Kitts Corner Regional Detention Pond Facility and Functions and Values Assessment Project. United States Department of Agriculture. 1973. Soil Survey: King County Area. Soil Conservation Service. 102 pp. plus maps. U.S. Army Corps of Engineers. 1987. Corps of Engineers wetlands delineation manual. Washington, DC. by SheWn & AswaaW Federal Way surface Water Management 18 Mardr 25, I944 Kitts Corner Area Wetlands Assessment APPENDIX A DATA SHEETS SHELDON & ASSOCIATES WETLAND DELINEATION DATA FORM ONSITE DETERMINATION Client: C\' -� FeA Wo � Field Investigator(s): County/City: K Plant Community: P*70\ Flag #: �— (o Methodology Used: eplx��. C_ VEGETATION Dominant Plant Species, Indicator Status, % Cover, Stratum 1. -Fr lo, z°/v �in°�Y 2 A-`ru 2 L'% 3. Po'r r t Ala Lc v.c�p.� 4. Ss Sl.n�b 5.S Project/Site: - -/�q Date: C'x 3 33— Wetland #: WL �o Plot #: l _ Dominant Plant Species, Indicator Status, % Cover, Sbaturn 6.Oece tlo�r� 7. 10. Percent of dominant species that are OBL, FACW, and/or FAC: % Is the hydrophic vegetation criterion met? �C-5 Rationale: SOILS SCS Series/Phase: SCS Hydric List? tyv Is the observed soil a Histosol? t4v Depth Matrix Mottle Gley Texture 1 g It 10 Y IZ ?/ I Other hydric soil indicators: Is the hydric soils criterion met? Rationale: / /� / r oils A,^Q dyouSI ,o,,4 SQ S jK� v vl�okSly sci - L \cL,. Comments: S / HYDROLOGY Is the area inundated? g�'4--^-�`� 'yO-3,, �� � Depth of water: • Is the soil saturated? C_s Depth to water: 5'�+ L Other field evidence of surface inundation or soil saturation: Uood-v S e0 _ Is the wetland hydrology criterion met? 5 Rationale: l r S" „"� As❑ c} c,� . 4 q I -_JD o I�G.r e JURISDICTIONAL DETERMINATIO AND RATIONALE Is the sample plot a wetland? Ins Rationale for jurisdictional decision: Comments: u4s H SHELDON & ASSOCIATES r� WETLAND DELINEATION DATA FORM CJ ONSITE DETERMINATION Client: 61 0C 'Peck Field Investigator(s): ps a �� County/City: 4c t',In Plant Community: rJr FO Flag #: I - (o Methodology Used: R-� VEGETATION Project/Site: Date: 2/1SR y Wetland #: ALB ©�333=`/ . Plot #: �—(ca Dominant Plant Species, Indicator Status, % Cover, Stratum Dominant Plant Species, Indicator Status, %Cover, Stratumb 1. �4\rub Ca�.S pc, 6. PowuA 2. 7. l�� 10�de�Gs 4 O j� 8- 4. FcAc, 9. 5 RI-k two (�� sir �" 10. Percent of dominant species that are OBL, FACW, and/or FAC: % Is the hydrophic vegetation criterion met? tko Rationale: dam., bl F,4cw o— W-e- - V-�t SCS Series/Phase: SCS Hydric List? 1� o Is the observed soil a Histosol? 140 Depth Matrix g'I / DYE 5/3 Other hydric soil indicators: Is the hydric soils criterion met? Rationale: ty0 Comments: SO,, \s SOILS Mottle Gley Texture rf-o{ k I g" 1.,� C of a— - ire ^k9c * l-1 � aj s c HYDROLOGY Is the area inundated? 7'�0 , Depth of water: Is the soil saturated? Sod \ Depth to water: Other field evidence of surface inundation or soil saturation: Is the wetland hydrology criterion met? jlo Rationale: JURISDICTIONAL DETERMINATION AND RATIONALE Is the sample plot a wetland? f-A 0 Rationale for jurisdictional decision: Comments: SHELDON & ASSOCIATES WETLAND DEUNEATION DATA FORM ONSITE DETERMINATION I Client: Ci� - f�&' W o �.SW I Project/Site: W L / Field Investigator(s): 65 Date: z�is/9y County/City: C 1 r . Plant Community: Wetland #: Flag #: �-q Plot #: /--9 CMethodology Used:�{�� r VEGETATION l Dominant Plant Species, Indicator Status % cover, Stratum Dominant Plant Species, Indicator 1. Fr tat �r°4 Status. % cover, Stratum - G��o 2. �s �'`/ 6- 7'o r� S7h -tag. 3. �1 7. Po wk� 4. P�iSP L4CPA 8. 9. 5. Coco 1 0. Percent of dominant species that are OBL, FACW, and/or FAC: (' f Is the hydrophic vegetation criterion met? �25 Rationale: SOILS SCS Series/Phase: yt SCS Hydric List? 1,4D ' Is the observed soil a Histosol? r-4 Depth Matrix Mottle G eY Texture N love ye y y Other hydric soil indicators: Is the hydric soils criterion met? e s Rationale: Comments: ScJ- kV-" o, ,,j 2- -�5 HYDROLOGY Is the area inundated? t4o Is the soli saturated? e-5 Depth of water: fDepth to water: Other L er field evidence of surface inundation or soil saturation: ,,u L Is the wetland hydrology criterion met? Rationale: " L l�'� i8 o 4k� JURISDICTIONAL DETERMINATION AND RATIONALE Is the sample plot a wetland? y e-5 Rationale for jurisdictional decision. 3 Comments: r SHELDON & ASSOCIATES WETLAND DELINEATION DATA FORM ONSITE DETERMINATION Client: SWVI/\ Project/Site: r Field Investigator(s): y-,-) S g E D Date: 31/ g1Q y County/City: i=cA v0Wetland #: 1kD- So, 33 6+� i Plant Community: P V:0 k Plot #: Flag #: \ —\ ' Methodology Used: ��vr�g VEGETATION rDominant Plant Species, Indicator Status, % Cover, Stratum Dominant Plant Species, Indicator Status, % Cover, Stratum 1. P 0-1z'r (�S% C 6. 2. 'Fr- \o, C 7. 3. $- 4. 0Q_Ce. 9. 5. RJ . 'p S 10, Percent of dominant species that are OBL, FACW, and/or FAC: % Is the hydrophic vegetation criterion met? Rationale: SOILS SCS Series/Phase: A\� SCS Hydric List? rA° Is the observed soil a Histosol? T-41D Depth Matrix Mottle Gley Texture �y,� I ay �sJi rr�re� 1�s Other hydric soil indicators: Is the hydric soils criterion met? y-e_5 Rationale: Comments: HYDROLOGY Is the area inundated? Depth of water - Is the soil saturated? �-O s�� �^O'`�— Depth to water: 0,k- L Other field evidence of surface inundation or soil saturation: Is the wetland hydrology criterion met? ye-5 Rationale: JURISDICTIONAL DETERMINATION AND RATIONALE Is the sample plot a wetland? Y-e-S Rationale for jurisdictional decision: Comments: SHELDON & ASSOCIATES WETLAND DELINEATION DATA FORM ❑NSITE DETERMINATION Client: 6pG F-ch W01 -,5wvA 7 Field Investigator(s): FO n'bS County/City: V-"`� Plant Community: Flag #: Methodology Used: VEGETATION Dominant Plant Species, Indicator Status, % Cover, Stratum 2- -T�, P��r 10 °(D Cc'� 4. -L 0 5. C.a c-D Project/Site: Date: Z/15-1 i Wetland #: Plot #: I - 333�`JSJ, Dominant Plant Species. Indicator Status. % Cover. SO-atum 6, 9- 1 ur /D�I� 5L� r 8. Po--^& g;% ^ 90- Percent of dominant species that are OBL, FACW, and/or FAC: % Is the hydrophic vegetation criterion met? Rationale: SOILS SCS Series/Phase: ' SCS Hydric List? ~0 Is the observed soil a Histosol? Depth Matrix It40 -4,SY�_ 3/2- Other hydric soil indicators: Is the hydric soils criterion met? Rationale: Comments: Mottle Gley lR yly Texture v -af U`kl� rlo HYDROLOGY Is the area inundated? 'R9 Depth of water. Is the soil saturated? t4 p Depth to water: Other field evidence of surface inundation or soil saturation: Is the wetland hydrology criterion met? CJo.�� Rationale: q'0 kA-zo��a. JURISDICTIONAL DETERMINATION AND RATIONALE - Is the sample plot a wetland? HD I � � %C�' `"' r 0 1O`JS 7 rrea� c� Rationale for jurisdictional decision: byG+ Pa�'ti Comments: � &-e czz� 5 SHELDON & ASSOCIATES WETLAND DELINEATION DATA FORM ONSITE DETERMINATION Client: FCA wo_� _sww'- Project/Site: Field Investigator(s): SJS 9 ED Date: 3//8/9y County/City: w0,1% Wetland #: N o_ Plant Community: �k Plot #: Flag #: �— Methodology Used: VEGETATION Dominant Plant Species, Indicator Status, % Cover, Stratum 1. 140 (a G 2. Poke 3o"/a c 3. %ec e 4. ,..,, r 5 D % s 5. QA�t RL)% KBE '�D _336��, o l S_o . 33 6 A Dominant Plant Species, Indicator Status, % Cover, Stratum 6. 7. 8. 9. 10. Percent of dominant species that are OBL, FACW, and/or FAC: % Is the hydrophic vegetation criterion met?-S Rationale: V SOILS SCS Series/Phase: SCS Hydric List? t_lfl Is the observed soil a Histosol? 1-�v Depth Matrix Mottle Gley Texture 0 -8" Io\( 3z J Other hydric soil indicators: Is the hydric soils criterion met? Rationale: Comments: HYDROLOGY Is the area inundated? too Depth of water: Is the soil saturated? \.(2 S Depth to water: g� Other field evidence of surface inundation or soil saturation: Is the wetland hydrology criterion met? V�5 Rationale: I JURISDICTIONAL DETERMINATION AND RATIONALE Is the sample plot a wetland? �-\6 Rationale for jurisdictional decision: W L Comments: SHELDON & ASSOCIATES WETLAND DELINEATION DATA FORM ONSITE DETERMINATION Client: F-,-,� W o'� SWv\,\, Field Investigator(s): f0-1> County/city: !` a' Plant Community: P Fp Flag #: 1-S Methodology Used: VEGETATION Dominant Plant Species, Indicator Status, % Cover, Stratum 1. 2.s. F�r�� 4. ASP L 5. Ov-ce Project/Site: kat Date: 3/I g/ cl y Wetland #: Plot #: �_ S Dominant Piant species, Indicator Status, 1, Cover, Stratum 6- S?j-o 7. P,aus Z. -5 8. 9. 10- Percent of dominant species that are QBL, FACW, and/or FAC: Is the hydrophic vegetation criterion met? Rationale: Y�--5 SOILS SCS Series/Phase: A SCS Hydric List? t-k-D Is the observed soil a Histosol? Depth Matrix Mottle Gley l( I0\1 Rz/z Other hydric soil indicators: v�a„ o� ,t rc o•�s Is the hydric soils criterion met? Rationale: Comments: C�,^t W C w\c✓-ci 1'0hs HYDROLOGY Texture - a'CJ I sQ4� s1 �--s Is the area inundated? Is the soil saturated? a p _ (� " ��a`l Depth of water: Other field evidence of surface inundation or soilsaturation: Depth to wafer: Is the wetland hydrology criterion met? e5 Rationale: JURISDICTIONAL DETERMINATION AND RATIONALE Is the sample plot a wetland? 'p— S Rationale for jurisdictional decision: Comments: 3 r1'�� SHELDON & ASSOCIATES WETLAND DELINEATION DATA FORM ONSITE DETERMINATION Client: � w o..l 7�`^ Field Investigator(s): "�S County/City: Plant Community: Flag #: \—c� Methodology Used: ProjecVSite: VEGETATION Dominant Plant Species, Indicator Status, % cover, Stratum 1. /'\ r u 63 C- 2. 20,/a 3. 4. 5. Date: 3 / 1 1-'/9 `l Wetland #: Flo, Plot #: \ —C� ,-Zj Dominant Plant Species, Indicator Status, %GOB, Stratum 6. 7. 8. 9. 10. Percent of dominant species that are OBL, FACW, and/or FAC: % Is the hydrophic vegetation criterion met? Y- rM Rationale: SOILS SCS Series/Phase: SCS Hydric List? 1'l0 Is the observed soil a Histosol? N� Depth Matrix 6-lDf, 1ol IZz/z ID-14" �0\f .-3ly Other hydric soil indicators: Is the hydric soils criterion met? t k o Rationale: Comments: Mottle Gley Io�R316- W T191- HYDROLOGY 6„ Is the area inundated? Depth of water: Depth to water: Is the soil saturated? I•P-S Other field evidence of surface inundation or soil saturation: Is the wetland hydrology criterion met? Rationale: JURISDICTIONAL DETERMINATION AND RATIONALE Is the sample plot a wetland? 1 `d Rationale for jurisdictional decision. Comments: Texture SHELDON & ASSOCIATES WETLAND DELINEATION DATA FORM ONSITE DETERMINATION Client: �A t, , ;t�}V\�A Project/bite: Field Investigator(s): '�S County/City: V_� I '�'J W0 Plant Community: 1 Flag #: 1--q Methodology Used: b9 �- VEGETATION Date: 311 glgL( Wetland #: l,tu 6 Plot #: k_9 Dominant Plant Species, Indicator Status, % Cover, Stratum Dominant Plant Species, IndicaborStatus, %Cover, Stratum c 6. f�� i sR 1,1, 2.30Lb 10%> s 3. Sp10, S 8. 4. b-� S 9. 5. �.,� �s� 7 , p°/a 5� 10. Percent of dominant species that are OBL, FACW, and/or FAC: % Is the hydrophic vegetation criterion met? v �f Rationale: SOILS SCS Series/Phase: SCS Hydric List? Is the observed soil a Histosol? Depth Matrix Mottle Gley Texture St\} loati S-13` l0`I2z/I Other hydric soil indicators: Is the hydric soils criterion met? �5 Rationale: Comments: HYDROLOGY Is the area inundated? Depth of water: Is the soil saturated? Je5 Depth to water: Other field evidence of surface inundation or soil saturation: Is the wetland hydrology criterion met? �5 Rationale: I JURISDICTIONAL DETERMINATION AND RATIONALE i Is the sample plot a wetland? y �5 Rationale for jurisdictional decision: MA j Comments: SHELDON & ASSOCIATES WETLAND DELINEATION DATA FORM ONSITE DETERMINATION Client: TZ J, (A)-� SWV-% Field Investigator(s): F-0 County/City: Go/ Plant Community: Flag #: H t R - S Methodology Used:�� VEGETATION Dominant Plant Species, Indicator Status, % Cover, Stratum 1. f-r `G� 1 cc t7d 2_ P� �` zoh C- 3. 4.5P ZDh Sh��IO 5. Project/Site: kr L (of� e Date: Wetland #: Plot #: Dominant Plant Species, Indicator Status, % Cover, Stratum 7. No 8. 9. 10, Percent of dominant species that are OBL, FACW, and/or FAC Is the hydrophic vegetation criterion met? Yes Rationale: SOILS SCS Series/Phase: TKlrw it c. SCS Hydric List? yes Is the observed soil a Histosol? /-/'o Depth Matrix Mottle Gley IL/ ivyee z// Other hydric soil indicators: Is the hydric soils criterion met? -e—s Rationale: Comments: HYDROLOGY Is the area inundated? ye-s Depth of water: Is the soil saturated? ih P/Q+ Depth to water: Other field evidence of surface inundation or soil saturation: Is the wetland hydrology criterion met? yes Rationale: JURISDICTIONAL DETERMINATION AND RATIONALE Is the sample plot a wetland? Y-1�3 Rationale for jurisdictional decision �c Comments 3 P Texture S 10a SHELDON & ASSOCIATES WETLAND DELINEATION DATA FORM ONSITE DETERMINATION Client: Tcj W01 Sk-A)`/\I\ Field Investigator(s): �-- O 9 0S County/City: �) � 011 Plant Community: Flag #: 11', q - S Methodology Used: VEGETATION Project/Site: Date: -_IJSI d L` Wetland #: Plot #: �41 a _ S �r Dominant Plant Species, Indicator Status, % Cover, Stratum Dominant Piara Spodes• Indicator Status, % Cover. Stratum 6. list, r'V/ 2. Z ph ` 7. (o v%% v -ua- o{a i.d�e �'�• . �t 3. 1� 9a rah 8. 9. 4. {� t� r 5 S L. 10. . \A0\\ Percent of dominant species that are OBL, FACW, and/or FAC: % Is the hydrophic vegetation criterion met? Rationale: SOILS SCS Series/Phase: SCS Hydric List? 1A0 Is the observed soil a Histosol? kAo Depth Matrix Mottle Gley Texture 16 --,s Y2 3/1 S 1Yq- /o,,--\, Other hydric soil indicators: Is the hydric soils criterion met? ye-5 Rationale: Coto--f' Comments: soy HYDROLOGY Is the area inundated? 140 Depth of water: „ Is the soil saturated? 140 Depth to water: 7 -/o ✓e r o �g Other field evidence of surface inundation or soil saturation: Is the wetland hydrology criterion met? Rationale: JURISDICTIONAL DETERMINATION AND RATIONALE Is the sample plot a wetland? t4° Rationale for jurisdictional decision: Comments: S14ELDON & ASSOCIATES L� WETLAND DELINEATION DATA FORM ONSITE DETERMINATION Client: C l PJ SW v\^ Project/Site: � � �� o s ztf 0� - k J � Cv� V'e Field Investigator(s): OS� County/City: Plant Community: I Flag #: l _ct Methodology Used: $� VEGETATION Dominant Plant Species, Indicator Status, % Cover, Stratum 1. /V- r.x .a 0,-- / y 2- 3. 4. 5. (?ece L/D S Date: 2/Qq' Wetland #: 1A Plot #: Dominant Plant Species, Indicator Status, % Cover, Stratum 6. F uvw.., 8 S%J 11 7. 8. 9. 10. Percent of dominant species that are OBL, FACW, and/or FAC Is the hydrophic vegetation criterion met? Rationale: SOILS SCS Series/Phase: SCS Hydric List? i-ku Is the observed soil a Histosol? �4ti Depth Matrix Mottle Gley �2" loMz 74o Other hydric soil indicators: Is the hydric soils criterion met? Rationale: Comments: HYDROLOGY i Is the area inundated? it Depth of water: Is the soil saturated? too OZ -- CA- 2-4 Depth to water. - Other field evidence of surface inundation or soil saturation: Is the wetland hydrology criterion met? Rationale: JURISDICTIONAL DETERMINATION AND RATIONALE Texture Is the sample plot a wetland? Rationale for jurisdictional decision. - Comments: r. SHELDON & ASSOCIATES WETLAND DELINEATION DATA FORM ONSITE DETERMINATION Client: - J F-e '' V30-) SWW\- Field Investigator(s): JJ S 9 F O County/City: Fcb -WOE / � `0 Plant Community: Flag #: F1'tq -9 Methodology Used: VEGETATION Dominant Plant Species, Indicator Status, % Cover, Stratum 1. F+-\o. yc)� C 2. PRE c,,A y eA C 3. So-\�x sP� c20/i L 4. 5. Project/Site: kA i kiCt by"-, Date: V/6 lql Wetland #: Plot #: Dominant Plant Species, Indicator Status, % Cover, Stratum 6. I SP 809a S 7.3Sh S 8. 9. o 10. Percent of dominant species that are OBL, FACW, and/or FAC Is the hydrophic vegetation criterion met? ye-5 Rationale: SCS Series/Phase: SCS Hydric List? y�5 Is the observed soil a Histosol? Depth Matrix Mottle " 1 Other hydric soil indicators: Is the hydric soils criterion met? Rationale: Comments: SOILS HYDROLOGY Gley Texture vreJr s Gay s i 1�s Is the area inundated? , � ` Depth of water: Is the soil saturated? Sajrj�t`�-tg @ Depth to water: I4A9 Other field evidence of surface inundation or soil saturation: Is the wetland hydrology criterion met? y�S Rationale: JURISDICTIONAL DETERMINATION AND RATIONALE Is the sample plot a wetland? Yes Rationale for jurisdictional decision: Comments: SHELDON & ASSOCIATES WETLAND DELINEATION DATA FORM ONSITE DETERMINATION Client: C "� � • W'� Field Investigator(s): (�)S $- P D County/City: k\L"tq F"!rJ W a.� Plant Community: Flag #: ?I oA- I Methodology Used: VEGETATION Dominant Plant Species, Indicator Status, % Cover, Stratum 1. 2. 3. 4. 5. Project/Site: Date: We#cartel # Plot #: — l nctLj o,,+- --� --'� t �` (f1ok 3 ee1V-L..X� -1-o.a04JS �11 4) Dominant Plant Species, Indicator Status, % Cover, Stratum 6. 7. 8. 9. 10_ Percent of dominant species that are OBL, FACW, and/or FAC: % Is the hydrophic vegetation criterion met? y�e.-S Rationale: 6 SOILS SCS Series/Phase: a],u9deJ SCS Hydric List? Is the observed soil a Histosol? Depth Matrix Mottle Gley Texture Q-3" 2•s Y 4/z 3-161, to Yp- z/z r�o Other hydric soil indicators: n30* Is the hydric. soils criterion met? Rationale: Comments: r^�D HYDROLOGY Is the area inundated? Depth of water: Is the soil saturated? 74D Depth to water: Other field evidence of surface inundation or soil saturation: Is the wetland hydrology criterion met? Rationale: 4_," JURISDICTIONAL DETERMINATION AND RATIONALE Is the sample plot a wetland? tA0 Rationale for jurisdictional decision: Comments: SHELDON & ASSOCIATES WETLAND DELINEATION DATA FORM ONSITE DETERMINATION Client: (,,7� �Pe. A _ U3 cc,-, Field Investigator(s): �' S County/City: / F-A- 1-0 11 Plant Community. Flag #: tom" 2- Methodology Used: VEGETATION Dominant Plant Species, Indicator Status, % Cover, Stratum 1. Pv\c r 1 oo'v 2. 3. 4. 5. Project/Site: w-" Date: Wetland #: Plot #: 2- (J Lg)�- I — 25 V� -u,"re Dominant Plant Species, Indicator Status, % Cover, Stratum 6. 7. s. 9. 10. Percent of dominant species that are OBL, FACW, and/or FAC: % Is the hydrophic vegetation criterion met? �� f Rationale: SOILS SCS Series/Phase: SCS Hydric List? t^Ln Is the observed soil a Histosol? Depth Matrix Mottle Gley d. 3" 1.5 V `i / L r o 2.s-i 3/-z ►AO &-her hydric soil indicators: Is the hydric soils criterion met? Rationale: M o Comments: HYDROLOGY Is the area inundated? Depth of water: � Is the soil saturated? 26 Depth to water: 141 Other field evidence of surface inundation or soil saturation: Is the wetland hydrology criterion met? �e-5 Rationale: JURISDICTIONAL DETERMINATION AND RATIONALE Is the sample plot a wetland? �-to (\ Rationale for jurisdictional decision:" Comments: Texture SHELDON & ASSOCIATES WETLAND DELINEATION DATA FORM ONSITE DETERMINATION Client: W a-,� SW\A/\- Field Investigator(s): ED 9 (�' 5 County/City: 11-� l Ted W Plant Community: Flag #: I"� 3 Methodology Used: VEGETATION Dominant Plant Species, Indicator Status, % Cover, Stratum 2. 3. 4. 5. Project/Site: L� �` Lk r Date: 3/1 A y Wetland #: Plot #: 3 Dominant Plant Species, Indicator Status, % Cover, Stratum 6. 7. 8. 9. 10, Percent of dominant species that are OBL, FACW, and/or FAC: % Is the hydrophic vegetation criterion met? "5 Rationale: SOILS SCS Series/Phase: SCS Hydric List? Is the observed soil a Histosol? Depth Matrix Mottle Gley Texture U f = z.s`( N9 jet . �0(z2/2 '4-,sy24/6 ��" I cy'-� , Other hydric soil indicators: TAtSa�u-r9c (o�, Is the hydric soils criterion met? Rationale: -s oA Comments: HYDROLOGY Is the area inundated? Depth of water: Is the soil saturated? �S Depth to water: ko -12 Other field evidence oftace inundation or soil saturation: Is the wetland hydrology criterion met? yes Rationale: JURISDICTIONAL DETERMINATION AND RATIONALE Is the sample plot a wetland? � e-S Rationale for jurisdictional decision: 3 �. J Comments: F r SHELDON & ASSOCIATES WETLAND DELINEATION DATA FORM ONSITE DETERMINATION Client: F4 WS�,J� a1 Project/Site: Field Investigator(s): F() , ps County/City: ka� I FeA Wal Plant Community: Flag #: P l o+ `i Methodology Used: VEGETATION Dominant Plant Species, Indicator Status, % Cover, Stratum 1. 2. 3. 4. 5. Date: 3�(8IR y Wetland #: Plot,#: Flo+ y UJ Dominant Plant Species, Indicator Status, % Cover, Stratum 6. 7. 8. 9. 10. Percent of dominant species that are OBL, FACW, and/or FAC: Is the hydrophic vegetation criterion met? Rationale: e' SCS Series/Phase: N SCS Hydric List? Is the observed soil a Histosol? Depth Matrix 6-td' loYe3/z Other hydric soil indicators: Is the hydric soils criterion met? Rationale: Comments: SOILS Mottle Gley des -, c,, ,, tj, I0yR/sb HYDROLOGY o� 0 Is the area inundated? Is the soil saturated? y,�� Depth of water: Other field evidence of surface inundation or soil saturation: Depth to water: Is the wetland hydrology criterion met? y �s Rationale. Texture JURISDICTIONAL DETERMINATION AND RATIONALE Is the sample plot a wetland? � P-O — q 4,0;j c etg__, Rationale for jurisdictional decision: Comments: SHELDON & ASSOCIATES WETLAND ❑EUNEATION DATA FORM ONSITE DETERMINATION Client: UJO, sw"p— Field Investigator(s): EO ` S County/City: Plant Community: Flag #: I. Methodology Used: VEGETATION Dominant Plant Species, Indicator Status, % Cover, Stratum 2. 3. 4. 5. project/Site: Date: 3 / 1q��q `; Wetland #: Plot, #: Dominant Plant Species, Indicator Status, % Cover, Stratum 6. 7. 8. 9. 10. Percent of dominant species that are OBL, FACW, and/or FAC: % Is the hydrophic vegetation criterion met? Rationale: SOILS SCS Series/Phase: SCS Hydric List? tAD Is the observed soil a Histosol? 1�° Depth Matrix Mottle 2,sY Y/Z rlo Other hydric soil indica or : try, j�e� -0 t Is the hydric soils criterion met? y �5 Rationale: Comments: HYDROLOGY Gley Texture ck" s Depth of water: Is the area inundated? Depth to water: 7 ir Is the soil saturated? � eS Other field evidence of surface inundation or soil saturation -- is the wetland hydrology criterion met? ye j Rationale: l JURISDICTIONAL DETERMINATION AND RATIONALE Is the sample plot a wetland? Rationale for jurisdictional decision: 3 Comments: r r r r F r APPENDIX B VEGETATION SPECIES LIST APPENDIX B VEGETATION SPECIES LIST (Species Observed) Trees big -leaf maple (Ater macrophyllum) red alder (Alnus rubra) hawthorn (Crategus spp.) r Oregon Ash (Fraxinus Iahfolia) I black cottonwood (Populus trichocarpa) western crabapple (Pyres (=Males)) Douglas fir (Pseudotsuga menziesii) western red cedar (Thuja plicata) r Shrubs Indian plum (Oemleria cerasi formis) hazelnut (Corylus cornuta) Himalayan blackberry (Rubes discolor) salmonberry (Rubes spectabilis) red elderberry (Sambucus racemosa) Pacific willow (Salix Iasiandra) bittersweet nightshade (Solarium dulcamera) Douglas' spirea (Spiraea douglasii) Herbs bent grass (Agrostis spp.) Various sedges (Carex spp.) fireweed (Epilobium angustifolium) soft rush (Juncus effuses) reed canarygrass (Phalaris arundinacea) sword fern (Polystichum munitum) creeping buttercup (Ranunculus repens) Pacific blackberry (Rubes ursinus (=Vitifolius)) wooly bulrush (Scirpus cyperinus) narrow -leaf cattail (Typha angusti folia) APPENDIX C FUNCTIONAL VALUE FORMS WETLAND FUNCTIONAL VALUE ASSESSMENT WETLAND South of South 333rd Street FUNCTIONAL CRITERIA VALUES Low Rating Moderate Rating High Rating g Water Quality Improvement — rapid flow through site x moderate flow through S ` little or no flow site present <50°% vegetation density x 50-80% vegetation density >80% vegetation density w no proximity to pollutants x downstream from :, downstream from point nonpoint pollutants discharges Evaluation: moderate detains <25% overland runoff — detains 25overland land ` detains >50% overland Flood/Storm Water x size <5 acres runoff runoff Exchange _ size 5-10 acres _ size >10 acres _ isolated x within flood lain p _ within flood plain _ QO% woody cover _ 10-30% woody cover x >30% woody cover x unconstrained outlet x located in center of constrained outlet watershed Evaluation: moderate located low in watershed Groundwater size <5 acres located high in watershed Exchange _ size 5-10 acres — size >10 acres underlain by low � underlain by moderately permeable strata — underlain by permeable strata temporarily saturated/ inundated seasonally flooded s stems Y — permanent inundation Evaluation: unknown springs present outflow > = outflow inflow ow — outflow < inflow Natural Biological Support x small size <5 acres — medium size 5-10 acres — large size >10 acres _ Ag. land or low vegetation x structure moderate vegetation high vegetation structure structure isolated systems associated x associated with permanent with ephermal surface surface water associated with water permanent open water one habitat type x two habitat es tYP — three or more habitat low plant diversity x moderate plant diversity — types high plant diversity few, if any habitat features x some habitat features present present ` several types of habitat features present Evaluation: moderate adjacent buffers primarily x disturbed buffers somewhat ` buffers generally disturbed undisturbed native vegetation CRITERIA FUNCTIONAL Moderate Rating High Rating Love Rating VALUES isolated marshes, bogs and — riverine, lakeshore — marine, intertidal wetlands Hydrologic Support potholes wetlands - Function (maintain hydrologic stability hydrologically isolated x occasionally flooded areas low gradient, frequently flooded and integrity of system system) proximity to open water — seldom flooded system - Evaluation: moderate x spars woody vegetation or -- dense wood ve etation den g Erosion — sparse grass/forbs or no along shore dense herb vegetation g shore Vegetation little to no fetch in moderate fetch in adjacent — long fetch in adjacent water body — adjacent water body water body extends >200 wetland extends <100 wetland extends 100-200 from shore J wetland y ands from shore yards from shore yards moderately developed — highly developed shore — undeveloped shore — shore Evaluation: moderate hi h small isolated wetland <5 — medium size wetland 5-10 large a wetland >10 acres g Aquatic Study Area x acres (Sanctuary, refuge, acres educational — high public education scientific study, protection of aquatic low educational — opportunity x some opportunity opportunity and terrestrial habitats) some habitat diversity high habitat diversity — g little habitat diversity x r little (none) habitat for x some habitat for migratory — provides habitat for mi rato and non- - migratory/non-migratory and non -migratory species migratory species Evaluation: mod to species aesthetic value — contain commercial Cultural Values (socio- x lack commercial fisheries, x moderate fisheries, renewable economic) renewable resources or resources or agriculture agriculture high aesthetic value low aesthetic value - — (visual diversity) historic or archeological lack historic or — site Evaluation: low/ — archeological site moderate Recreational lack passive and active x provide some opportunity for passive and active — P rovide good opportunities for passive opportunity recreation recreation and limited active recreation (birdwatching, canoeing or hunting) lack interconnections with x some interconnections many interconnections with open space Evaluation: moderate ol7en space with open space Overall Evaluation: Moderate FUNCTIONAL VALUES Water Quality Improvement Braided flows through wetland allow for sed. deposition Evaluation: moderate Flood/Storm Water Exchange area for flood control WETLAND FUNCTIONAL VALUE ASSESSMENT WETLAND North of South 336th Street Low Rating ------------ x rapid flow through site <50% vegetation density no proximity to pollutants detains <25% overland runoff size <5 acres isolated <10% woody cover unconstrained outlet >WL size Evaluation: moderate — located low in watershed hi h ++Groundwater Exchange Evaluation: unknown Natural Biological Support Evaluation: moderate x size <5 acres underlain by low permeability strata temporarily saturated/ inundated springs present outflow > inflow x small size <5 acres Ag. land or low vegetation structure isolated systems associated with ephermal surface water one habitat type low plant diversity few, if any habitat features present adjacent buffers primarily disturbed CRITERIA Moderate Rating moderate flow through site x 50-80% vegetation density x downstream from nonpoint pollutants detains 25-50% overland runoff size 5-10 acres x within flood plain x 10-30% woody cover x located in center of watershed size 5-10 acres underlain by moderately Permeable strata seasonally flooded systems outflow = inflow medium size 5-10 acres — moderate vegetation structure x associated with permanent surface water x two habitat types x moderate plant diversity x some habitat features present x buffers somewhat disturbed High Rating little or no flow present >80% vegetation density downstream from point discharges s detains >50% overland runoff x size >10 acres within flood plain >30% woody cover x constrained outlet located high in watershed size >10 acres underlain by permeable strata Permanent inundation outflow < inflow large size >10 acres x high vegetation structure associated with permanent open water three or more habitat types high plant diversity several types of habitat features present buffers generally undisturbed native vegetation CRITERIA FUNCTIONAL Moderate Rating High Rating Low Rating VALUES isolated marshes, bogs and — riverine, lakeshore marine, intertidal wetlands Hydrologic Support potholes wetlands - Function ((maintain hydrologic stability hydrologically isolated occasionally flooded areas x low gra dient, frequently fled and integrity of — system system) — proximity to open water seldom flooded system - Evaluation: unknown spars woody vegetation or — dense woody vegetation Erosion Sparse grass/forbs or no � vegetation along share � dense herb vegetation along shore g little to no fetch in moderate fetch in adjacent — long fetch in adjacent water body adjacent water body water body extends >200 wetland extends <100 wetland extends 100 200 from shore wetland y �s from shore yards from shore yards moderately developed ` highly developed shore undeveloped shore shore Evaluation: modals size wetland 5-10 large wetland >10 acres g Aquatic Study Area x small isolated wetland <5 _ medium acres (Sanctuary, refuge, acres some educational — high public education scientific study, protection of aquatic x low educational opportunity — opportunity opportunity and terrestrial habitats) some habitat diversity _, high habitat diversity little habitat diversity x little (none) habitat for x some habitat for migratory provides habitat for _ mi into and non - _ migratory/non-migratory and non-migratospecies ry migratory species Evaluation: low species moderate lack commercial fisheries, moderate aesthetic value contain commercial — fisheries, renewable Cultural Values (socio- x renewable resources or resources or agriculture economic) agriculture high aesthetic value x low aesthetic value (visual diversity) historic or archeological x lack historic or site Evaluation: low archeological site some opportunity provide goad Recreational x lack passive and active provide — for passive and active opportunities for passive limited active opportunity recreation recreation recreation and (birdwatching, canoeing or hunting) lack interconnections with x some interconnections many interconnections with open space Evaluation: low open space with open space Overall Evaluation: Moderate FUNCTIONAL VALUES Water Quality Improvement Evaluation: moderate Flood/Storm Water Exchange Evaluation: moderate high Groundwater Exchange Evaluation: unknown Natural Biological Support Evaluation: moderate WETLAND FUNCTIONAL VALUE ASSESSMENT WETLAND H tehos #9 Low Rating rapid flow through site <50% vegetation density no proximity to pollutants detains <25% overland runoff size <5 acres isolated <10% woody cover unconstrained outlet located low in watershed size <5 acres underlain by low Permeability strata temporarily saturated/ inundated springs present outflow > inflow small size <5 acres Ag. land or low vegetation structure isolated systems associated with ephermal surface water one habitat type s low plant diversity few, if any habitat features present — adjacent buffers primarily disturbed CRITERIA Moderate Rating x moderate flow through site 50-80% vegetation density x downstream from nonpoint pollutants x detains 25-50% overland runoff x size 5-10 acres within flood plain 10-30% woody cover x located in center of watershed x size 5-10 acres underlain by moderately permeable strata seasonally flooded systems outflow = inflow x medium size 5-10 acres moderate vegetation structure x associated with permanent surface water x two habitat types x moderate plant diversity x some habitat features present x buffers somewhat disturbed High Rating little or no flow present x >80% vegetation density downstream from point discharges detains >50% overland runoff size >10 acres x within flood plain x >30% woody cover constrained outlet located high in watershed size >10 acres underlain by permeable strata z permanent inundation outflow < inflow large size >10 acres x high vegetation structure associated with Permanent open water three or more habitat types high plant diversity several types of habitat features present buffers generally undisturbed native vegetation CRITERIA FUNCTIONAL Moderate Rating High Rating Low Rating VALUES isolated marshes, bogs and x riverine, lakeshore marine, intertidal wetlands Hydrologic Support Function (maintain potholes wetlands - x low gradient, frequently hydrologic stability hydrologically isolated occasionally flooded areas flooded and integrity of system) system proximity to open water seldom flooded system - Evaluation: moderate hi 7h or no � spars woody vegetation or x dense woody vegetation along shore Erosion/Shoreline sparse grass/forbs along shore dense herb vegetation Protection vegetation little to no fetch in �, moderate fetch in adjacent — longfetch in adjacent water body adjacent water body water body wetland extends >200 wetland extends <100 — wetland extends 100 200 — from shore yes from shore yards from shore yards moderately developed — highly developed shore undeveloped shore — shore Evaluation: N�A� size wetland 5-10 — large wetland >10 acres g small isolated wetland <5 x medium Aquatic Study Area acres (Sanctuary, refuge, acres some educational — high public education scientific study, — low educational x opportunity opportunity protection of aquatic and terrestrial habitats} opportunity habitat diversity high habitat diversity ~ little habitat diversity some habitat for little (none) habitat for x some habitat for migratory and non -migratory species provides migratory and non- migratory/non-migratory migratory species Evaluation: moderate species aesthetic value � contain commercial Cultural Values (socio- x lack commercial fisheries, renewable resources or moderate fisheries, renewable resources or agriculture economic) agriculture high aesthetic value x low aesthetic value (visual diversity) historic or archeological x lack historic or site Evaluation: low archeological site some opportunity � provide good Recreational x lack passive and active provide for passive and active opportunities for passive limited active opportunity recreation recreation and recreation (birdwatching, canoeing or hunting) lack interconnections with some interconnections many interconnections with open space x with open space Evaluation: low open space Moderate Overall Evaluation: WETLAND FUNCTIONAL VALUE ASSESSMENT WETLAND Wright Wetland 1 FUNCTIONAL CRITERIA VALUES Water Quality Low Rating Moderate Rating High Rating l Improvement rapid flow through site — moderate flow through g x _ little or no flow present ite site— <50% vegetation density — 50-80% vegetation density x >80% vegetation density `I Braided flows through wetland allow for sed. no proximity to pollutants x downstream from _ downstream from point rdeposition nonpoint pollutants discharges Evaluation: high detains <25% overl — and runoff detains 25-50% over — land x detains >50% overland runoff runoff r tExchange Flood/Storm Water x size <5 acres — size 5-10 acres size >10 acres x isolated — within flood plain — within flood plain x <10% woody cover _ 10-30% woody cover _ >30% woody cover area for flood control >WL size _ unconstrained outlet x located in center of — x constrained outlet watershed (_ Evaluation: low _ located low in watershed f located high in watershed Groundwater Exchange x size <5 acres size 5 10 acres size >10 acres _ underlain by low permeability strata underlain by moderate] Y — underlain by permeable permeable strata strata _ temporarily saturated/ inundated ` seasonally flooded systems — permanent inundation r it Evaluation: unknown _ springs present outflow > inflow outflow = inflow — outflow< inflow Natural Biological x small size <5 acres Support — medium size 5-10 acres _ large size >10 acres x Ag. land or low vegetation — structure moderate vegetation x high vegetation structure structure x isolated systems associated — with a hermal surface p associated with permanent _ associated with Iwater surface water permanent open water _ one habitat type x two habitat s t1'Pe three or more habitat L low types _ plant diversity x — moderate plant diversi ty — high plant diversity x few, if any habitat features present — some habitat features — several types of habitat L present features present x Evaluation: low adjacent buffers primarily — disturbed buffers somewhat buffers generally disturbed undisturbed native vegetation CRITERIA FUNCTIONAL Low Rating Moderate Rating High Rating VALUES isolated marshes, bogs and riverine, lakeshore marine, intertidal wetlands Hydrologic Support x potholes wetlands - Function (maintain hydrologic stability x hydrologically isolated occasionally flooded areas x flowgradient, frequently flooded and integrity of system system) proximity to open water x seldom flooded system - Evaluation: low x spars Woody vegetation or dense woody vegetation Erosion sparse grass/forbs or no vegetation along share dense herb vegetation along shore moderate fetch in adjacent _ long fetch in adjacent ` little to no fetch in water body water body adjacent water body wetland extends <100 wetland extends 100-200 wetland extends >200 `� ands from shore Y yards from shore yards from shore moderately developed _ highly developed shore undeveloped shore — shore Evaluation: moderate size wetland 5-10 large wetland >10 acres Aquatic Study Area x small isolated wetland <5 medium acres (Sanctuary, refuge, scientific study, acres x low educational _ some educational high ublic education g p opportunity protection of aquatic — opportunity opportunity and terrestrial habitats) some habitat diversity high habitat diversity � g little habitat diversity x _ little (none) habitat for x some habitat for migratory provides habitat for migratory and non- g rY _ migratory/non-migratory and non -migratory species migratory species Evaluation: low species moderate lack commercial fisheries, _ moderate aesthetic value — contain commercial fisheries, renewable Cultural Values (socio- economic) x renewable resources or resources or agriculture agriculture high aesthetic value x low aesthetic value (visual diversity) historic or archeological xL. lack historic or � site Evaluation: low archeological site some opportunity provide good Recreational x lack passive and active provide for passive and active opportunities for passive Opportunity recreation recreation and limited active recreation (birdwatching, canoeing or hunting) lack interconnections with x some interconnections many interconnections with open space Evaluation: low � open space with open space Overall Evaluation: Moderate JOF■335301ST WAY SOUTH FEDERAL WAY, WASHINGTON 98003 Grade and Fill Questionnaire Please fill out the following questionnaire to determine if a grading permit is required. If you have any questions, contact the Building Division at 661-4000. Owner: 6 1 z G CA- r_ Project Name: 41a2 lQ Project Address: 1yG!i 1. Will the excavation be two (2) feet or more in depth at any point? Yes _ No 2. Will the excavation create a cut slope greater than 5 feet in height or No steeper than 1-1 /2 horizontal feet to 1 vertical foot? Yes _ 3. Will the fill exceed 50 cubic yards? Yes No 4. Is the fill intended to support structures and is it 3 or more feet in depth? Yes _ No 5. Will the fill be 1 foot or more in depth and placed on natural terrain with a slope of 5 horizontal feet to 1 vertical foot? Yes No / 6. Will the excavation or fill change the points where the storm water or ground water enters or exits the subject property, or change the quality, quantity, or velocity of storm water or ground water? Yes _ No 7. Will any trees be removed that are defined as significant trees under the Federal Way Zoning Code or any vegetation be removed that was required Yes No to be retained by or through any development permit? _ 8. If the subject property is 2 acres or larger and has 20% or more of its area covered with native vegetation, will more than 20% of the native - vegetation be removed? Yes No 9. Using the midpoint of each property line, will the average elevation of the subject property be increased more than 2 feet or decreased more than 1 foot? Yes No 105 10. Is the subject property vacant? (The subject property does not contain buildings nor is actively being used.) Yes No Signate��'a" Phone: - ry For Staff Use Only S eff,P,.. -.. a: Permit. itequEred:. Y Nn t Dat . CMG 0 CITY OF Aja-� 33530 1ST WAY SOUTH August 4, 1995 Ms. Gail Tersi Corps of Engineers Seattle District Regulatory Branch, CENPS-OP-RG P.O. Box 3755 Seattle, WA 98124-2255 (206) 661-4000 FEDERAL WAY, WA 98003-6210 RE: Request for Jurisdictional Determination by Army Corps of Engineers for 34001 Pacific Highway South, Parcel #2021049051 1 Dear Ms. Tersi: Thank you for meeting with City staff on the above described site to determine whether the Corps would take jurisdiction over the "wetland" located on Parcel #2021049051, i.e., whether the Corps would regulate it as a wetland and whether they would take jurisdiction (Vicinity Map enclosed). By this letter we request a written response as to the Corps' decision. Should you have any questions, please call me at 661-4111. Sincerely, Margaret H. Clark, AICP Senior Planner c: City of Federal Wa Kathy McClung, Assistant Director, Community Development Services Jeff Pratt, Surface Water Manager Keith Fabing, Wetlands Ecologist, W & H Pacific Enclosure PR950027UURISDET. REQ 1 1 CITY OFrjC.- (206)-4000 33530 1ST WAY SOUTH FEDERAL WAY, WA 980000 3-6210 June 9, 1995 Mr. Richard D. Kramer Richard D. Kramer, Inc. 1904 Third Avenue, Suite 710 Seattle, WA 98101 RE: PRE95-0027 -- Kramer BLA and Site Plan Review Dear Mr. Kramer: Thank you for meeting with the city's Community Development Review Committee (CDRC) on April 27, 1995, regarding your proposed boundary line adjustment and siting of a cinema with associated parking and improvements. This committee includes representatives from the Fire and Lakehaven Utility Districts; staff from the city's Public Works Department; and staff from the Planning and Building Divisions of the Community Development Services Department. Following are the committee's comments which are intended to assist you in preparing your formal application. Comments are listed under Planning Division, Public Works Department, Building Division, Fire District, and Lakehaven Utility District. PLANNING DIVISION 1. Prop05al A boundary line adjustment (BLA) is proposed for the following parcels: a) Wright property -- Parcel #2021049051, approximately 8.84 acres located in the Manufacturing Park (MP) zone. b) Steincipher properties: (i) Parcel #2021049100, approximately 0.85 acres located in the Manufacturing Park (MP) zone. (ii) Parcel# 2021049052, approximately 2.67 acres. This parcel has both MP and Community Business (BC) zoning with a little less than half zoned BC. Mr. Richard D. Kramer June 9, 1995 Page 2 The proposed boundary line adjustment would result in an approximate four acre parcel in the western portion and an approximate 7.75 acre parcel in the eastern portion, starting with three parcels and ending up with two. The source of parcel sizes referenced above are from the assessor's maps. You are using information from a boundary survey which we do not have a copy of, therefore, your acreage does not coincide with the assessor's information. The city is interested in constructing a regional storm drainage facility in this area. In order for them to do so, they would have to obtain approximately 4.38 acres out of the total 8.84 acres owned by Mr. Wright. They would also need to acquire Parcel #2021049100, approximately 0.85 acres in size, and approximately 0.55 acres out of the 2.67 acre Steincipher property (Parcel# 2021049052). It is unclear, based on the submitted information, whether boundaries shown in your proposal coincides with the property that the city wishes to purchase. The remainder of the parcel, approximately 7.75 acres, is proposed to be developed as a cinema with associated parking and other on -site improvements. 2. Zoning According to the Federal Way Zoning Map, the majority of the site proposed for the cinema and parking is zoned Manufacturing Park (MP), with the eastern portion of Parcel# 2021049052 zoned Community Business (BC). The Comprehensive Plan designates the site as Industrial/Office Park. As you are aware, the majority of uses within the MP zone require a five -acre minimum lot size. The exception to this requirement are public transit center, public utility, government facility, public parks, and hotels and motels. A storm drainage detention facility constructed by the city is considered to be a government facility, and therefore would be allowed on less than five acres. The boundary line adjustment proposes to create an approximate four acre parcel for sale to the city for the detention facility with the remaining 7.75 acres to be developed as a cinema and associated parking and improvements. This would conform to the minimum lot size requirements in this zone. Based on the submitted site plan, the cinema is proposed to be located in a BC zone with the associated parking to be located in the MP zone. A cinema is a permitted use in the BC zone under Retail Establishment providing entertainment, recreational, or cultural activities. Cinemas are not allowed in the MP zone. Once the boundary line adjustment has been recorded, the cinema and associated parking would be located on one tax lot under one ownership with split zoning, therefore, parking for the cinema would be allowed in the MP portion as an accessory use to the cinema. Mr. Richard D. Kramer June 9, 1995 Page 3 3. Review Process a) Boundary Line Adjustment -- A BLA would have to be approved and .recorded to accomplish your proposal. Please be aware that a boundary line adjustment can not create a lot that does not meet minimum zoning requirements. Therefore, the proposed configuration, which would create a lot less than five acres in the MP zone, can only be approved if the western parcel will be utilized for a public transit center, public utility, government facility, public park, hotel, or motel. A note to this effect would need to be recorded on the boundary line adjustment document. b) Process I Review -- Process I Review is required for the location of a cinema in the MP zone. Handouts describing Process I review are enclosed. c) Site Plan Review -- Site Plan Review approval is required for all applications requiring Process I review. A Site Plan Review Handout is enclosed. Items listed in this handout must be submitted as part of formal application. Site plan review fees are not applicable when it is part of a Process I review. d) SEPA Review - The proposal is subject to review under the State Environmental Policy Act (SEPA). A completed environmental checklist must be completed and submitted at the time of formal application. e) Fees -- Application fees based on the 1995 fee schedule are as follows: BLA -- $790 + $39 = $829 Process I -- $1,270 + $63 = $11333 SEPA Review -- $450 + $22 = 472 Total $2, 634 4. Dimensional Standards/Lot Desi n a) Lot Size -- There are no minimum lot size requirements for a cinema in the BC zone. b) Setbacks -- In the BC zone, required setbacks from property lines are 20 feet on the front, and zero feet on the side and rear. In the MP zone, required setbacks from property lines are 50 feet on the front, and 20 feet on the side and rear. Setbacks apply - only to buildings. The separation between parking and property lines in both the BC and MP zones is controlled by landscape requirements. c) Lot Coverage -- There is no established maximum lot coverage in the BC zone for this use. Rather, lot coverage is determined by other site development requirements, such as required buffers, parking lot landscaping, surface water facilities, etc. Mr. Richard D. Kramer June 9, 1995 Page 4 d) Height -- The height limitation is 35 feet above average building height. 5. Wetlands In order to show that there will be no encroachment into any on -site wetlands, please show the location of Wetland No. 2A, as referenced in the Kitts Corner Area Wetland Assessment, on the site plan. Encroachments (other than essential public facilities and minor improvements) into wetland setbacks require review and approval under Process H. If any encroachments are proposed, the criteria in Federal Way City Code (FWCC), Section 22- 1359 (enclosed) relating to intrusions into wetland setbacks, would apply to this proposal. 6. Parking - Pursuant to FWCC, Section 22-640, parking is determined on a case by case basis. Please submit proposed number of parking spaces to be provided with justification as to how that number was arrived at. Typical dimensions are 8'xl5' for compact and 8.5'x18' for standard parking stalls. See the dimensional requirements chart (enclosed) for additional information related to curb lengths and stall, row, aisle, and bay widths. a) Compact Parking Stalls -- Pursuant to FWCC, Sec. 22-1442, the applicant may develop and designate up to 25 percent of the number of parking spaces for compact cars. b) Separation of Parking Area and Streets -- Pursuant to FWCC, Section 22-1441(a), wherever feasible, the building on the subject property should be located between the street and the parking area. Your proposal meets this guideline. 7. Pedestrian Connections Pursuant to Washington Administrative Code (WAC) Section 51-20-3103(a)2, an "accessible route of travel shall be provided to all portions of the building, to accessible building entrances, and connecting the building and the public way. Where more than one building or facility is located on a site, accessible routes of travel shall be the most practical direct route connecting accessible building entrances, accessible site facilities, and the accessible site entrances." Pursuant to FWCC, Section 22-1445(b), the applicant must design the parking area so that there is a paved sidewalk with at least five feet of unobstructed width between every other row of parking spaces and between any building and abutting driveway or parking spaces. Sidewalks should also connect abutting streets to interior sidewalks. Modification to these requirements would require approval of a variance. Mr. Richard D. Kramer June 9, 1995 Page 5 8. Landsca in Landscaping associated with the proposed facility must conform to the following sections of the landscape code: (a) Significant trees shall be retained on the subject property to the maximum extent possible (FWCC, Section 22-1568). In order to determine compliance with these requirements, pursuant to FWCC, Section 22-1568(c)(2), a tree retention plan meeting the requirements of this section must be provided. A significant tree must be in good health, not detrimental to the community, nor obscure safe sight distance requirements. Significant trees must be a minimum 12 inches in diameter or 37 inches in circumference, measured 4.5 feet above ground. Significant trees do not include red alder, cottonwood, poplar, or big leaf maple. b) Pursuant to FWCC, Section 22-1566(f), Type III landscaping, five feet in width, shall be provided along all perimeter property lines in the BC zoning district, including along Pacific Highway. c) Pursuant to FWCC, Section 22-1566(i), Type 11 landscaping, ten feet in width, shall be provided along Pacific Highway in the MP zoning district. Type III landscaping, five feet in width, shall be provided along the remainder of property lines within the MP zone. d) Parking areas adjacent to public right-of-way shall incorporate berms at least three feet in height within perimeter landscape areas; or alternatively, add substantial shrub plantings to the required perimeter landscaping type, and/or provide architectural features of appropriate height with trees, shrubs, and groundcover, in a number sufficient to act as efficient substitute for the three-foot berm, to reduce the visual impact of parking areas and screen automobiles, and subject to approval by the Director of Community Development Services [FWCC Sec 22-1567(e)(1)]. e) Pursuant to FWCC, Section 22-1567(b)(1)(a), 20 square feet of interior lot landscaping per parking stall must be provided within surface parking areas when 49 or fewer parking stalls are provided. When 50 or more parking stalls are provided, 22 square feet per parking stall must be provided. In order to determine compliance, all interior lot landscaping, including parking lot landscape islands, must be dimensioned. Square' footage of interior lot landscaping must be calculated and listed on the landscape plan. Please note that perimeter landscaping cannot be included within this calculation. Please refer to FWCC, Section 22-1567 for other parking lot landscaping requirements. Mr. Richard D. Kramer June 9, 1995 Page 6 f) All landscape islands within parking areas shall use drought tolerant trees, shrubs, and ground cover. Lawn is not permitted in landscape islands of less than 200 square feet. Lawn may only be used as an accessory planting material to required trees, shrubs, and groundcover [FWCC, Section 22-1567(g)(1)]. g) Additional landscape requirements include such items as: i Establishing slopes at no more than a three to one ratio for lawn areas [FWCC, Section 22-1564(c)]; ii Enclosing and screening all trash receptacles [FWCC, Section 22-1564(d)]; iii Requiring permanent irrigation systems for all lawn/sod areas [FWCC, Section 22- 1564(t)]; and, iv With the exception of all lawn areas, 25 percent of new landscape materials, i.e. trees shrubs, and groundcover, shall be drought tolerant, [FWCC, Section 22- 1564(f)]. The plant schedule must identify any materials used to meet this requirement. Please see the entire landscape chapter (Enclosed) for additional landscape requirements. 9. Signage Separate permits are required for signs. The city has recently adopted a new sign code which is not presently available to the public. Please contact Richard Cottage, Code Compliance Officer, at 661-4017 for further information. 10. Facade Modulation Pursuant to FWCC, Section 22-754, Note 2, any facade of a structure that exceeds 50 feet in length must be modulated as follows: a) The minimum depth of the modulation is three feet; b) The minimum width of the modulation is four feet; c) The maximum width of the modulation is 35 feet. Mr. Richard D. Kramer June 9, 1995 Page 7 11. Biofiltration Runoff from parking and drive areas must be routed through a biofiltration swale. The biofiltration swale must be shown on the submitted site plan. Please note that pursuant to FWCC, Section 22-1570(g), biofiltration swales and other surface water/water quality structures may be incorporated into required landscape areas, provided the landscaping standards are met and the integrity of the surface water function is not compromised. The requirement for biofiltration swales are further addressed under the Public Works Department comments. In order to incorporate biofiltration swales into required landscape areas, a request for modification must be submitted with formal application. Please refer to FWCC, Section 22- 1570(h) for submittal requirements. A conceptual drainage plan, showing the size of the drainage facility, must be submitted as part of formal application. 12. Solid Waste and Recycling Storage Pursuant to FWCC, Section 22-949, solid waste and recycling storage areas must be included in all new commercial developments. Storage areas for solid waste and recycling must be shown on the plans. Please refer to FWCC, Section 22-1564(d) for requirements for screening these areas. Please contact Jerry Graham at Federal Way Disposal (939-9647), regarding the sizing of these areas. 13. Outdoor Activity or Storage FWCC, Sections 22-1113 and 22-1564(b) and (d) address outdoor activity and storage areas and screening associated with these types of uses. Please refer to these sections for specific requirements. 14. Rooft p Appurtenances FWCC, Sections 22-960 and 22-1047 provide standards for screening and design requirements of rooftop appurtenances. 15. Light Standards Lighting fixtures are not allowed within landscape islands. A lighting plan showing the location of fixtures must be submitted if they are proposed within any landscape areas. Modifications to this requirement must be approved by the Department of Community Development Services and the Public Works Department. Mr. Richard D. Kramer June 9, 1995 Page 8 Please be advised that the foregoing planning comments have attempted to address all major portions of the code relating to your proposal, however, it should not be perceived as a complete checklist. Therefore, in preparing your formal application, all pertinent portions of the city's land use code should be consulted. PUBLIC WORKS DEPARTMENT Please refer to the enclosed comments. BUILDING DIVISION No comments have been provided at this stage due to insufficient building -related information submitted. FIRE DISTRICT Please refer to the enclosed comments. LAKEHAVEN UTILITY DISTRICT Please refer to the enclosed comments. Should you have any questions, please call me at 661-4111. For questions relating to comments originating from other departments, divisions, or districts, please contact the following individuals: City of Federal Way Public Works (Storm Drainage Roads) -- Ron Garrow, Senior Development Engineer, 661-4137 Public Works (Traffic) -- Saeid Daniari, Traffic Engineer, 661-4133 Building Section -- K. C. Ellis, Lead Plans Examiner, 661-4123 Lakehaven Utility District Mary Cossette, Supervisor of Technical/Support Services, 941-2288 Federal Way Fire Department Greg Berosek, Fire Marshal's Office, 946-7334 Mr. Richard D. Kramer June 9, 1995 Page 9 We look forward to receiving your formal application. Sincerely, Margaret H. Clark, AICP Senior Planner enc: 1) Master Land Use Application 8) Article XIV -- Environmentally Sensitive Areas 2) Handout -- Boundary Line Adjustment 9) Parking Dimensional Requirements Chart 3) Division 10 -- Manufacturing Park 10) Article XVII -- Landscaping 4) Division 7 -- Community Business 11) Public Works Department Comments 5) Handout -- Process I Review 12) Fire Marshal Office Comments 6) Handout — Site Plan Review 13) L.akehaven Utility District Comments 7) Environmental Checklist 14) Pre -application Meeting Sign-up Sheet c: Federal Way Coratnunity Development Department Federal Way Public Works Department Kathy McClung, Land Use Administrator Ron Garrow, Senior Development Engineer K. C. Ellis, Lead Plans Examiner Saeid Daniari, Traffic Engineer Jeff Pratt, Surface Water Manager L.akehaven Utility District Federal Way Fire Department Mary Cossette, Supervisor of Tech/Support Services Greg Berosek, Fire Marshal's Office W & H Pacific Keith Fabing, Senior Environmental Scientist PR950027TDRCLTR 0 K rTS CORNER AREA 13.DO0 *API 4_,_ Prepared for: City of Federal Way Surface Water Management Federal Way, Washington Prepared by: Sheldon & Associates Seattle, Washington February 8, 1995 KITTS CORNER AREA A i'ADY t RECEIVED FEB;c i1'95 CITY OF FEDERAL WAY SURFACE WATER MANAGEMENT Prepared for: Mr. Jeff Pratt City of Federal Way Surface Water Management 33530 1st Way South Federal Way, Washington 98003 Prepared by. I]yanne M. Sheldon Sheldon & Associates 5031 CFniversity Way NE, #208 Seattle, Washington 98105--4341 206/522-1214 February 8, 1995 TABLE OF CONTENTS Pale INTRODUCTION..................................................... 1 METHODOLOGY............ ........ .......................... ,...... 1 Delineation Methodology ........................... r ................ 1 Vegetation........................................................ 3 Soils............................................................. 3 Hydrology................................................... 3 Wetland Delineation .............................................. 3 United States Fish and Wildlife Vegetation Classification (USFWS) ............. 4 VERIFICATION METHODOLOGY ...... .......... .....:........ ........... 4 Literature Review .................................................. 4 Field Verification................................................... 4 FINDINGS................. .................................... I..... 5 General Overview ................................................ 5 Wetland South of South 333rd Street ..... ................................ 6 General Overview ........................... .................... 6 USFWS Classification ............................................. 6 Vegetation..................................................... 7 Soils.......................................................... 7 Hydrology..................................................... 7 Functional Values.......... ...................................... 8 Wetland913 ....................................................... 9 General Overview .....---............... ........................ 9 USFWS Classification............................................. 9 Vegetation.................................................... 10 Soils......................................................... 10 Hydrology.................................................... 10 Functional Values ............................................... 11 Wetland9A........................ ..................... ......... 11 General Overview ........... .................................... 11 USFWS Classification............................................ 12 Vegetation.................................................... 12 Soils......................................................... 12 Hydrology.................................................... 13 Functional Value ............................................... 13 Campus Gateway Wetland: Wetland 2................................. 14 General Overview .............................................. 14 USFWSClassification .......... .................................. 14 Wright Wetland: Wetland 2A............. ........................... 15 General Overview .............................................. 15 USFWS Classification .......................... . . . ............... 15 Vegetation.................................................... 16 Soils......................................................... 16 Hydrology.................................................... 16 Federal Way Surface Water Management by Sheldon 6 Assoanles Kitts Corner Area Wetlands Assessment 1 Revised February 8, 1995 F„nrtinnal Values ............................................... 17 REGULATORY ISSUES .......................................... ...... 17 City of Federal Way Wetland Requirements .................. I ... I . I .. 17 Washington State Department of Ecology ........... - .......... . .... 17 U.S. Army Corps of Engineers: Section 404 of the Clean Water Act ........ 18 REFERENCES....................................................... 18 Literature Cited ............................................ . ...... 18. APPENDIX A - DATA SHEETS APPENDIX B - VEGETATION SPECIES LIST APPENDIX C - FUNCTIONAL VALUE FORMS APPENDIX D - MAMMALS EXPECTED ONSI TE Federal Way Surface Water Management by Sheldon 6 Associates Kitts Corner Area Wetlands Assessment 11 Reamed February 8,1995 LIST OF FIGURES FiZure Paee 1 General Project Vicinity .... . ......... � ... ..... 2 2 Wetland Survey Map ....................................... follows page 6 Federal Way Surface Water Management by Sbcldan & As),ufr.: Kitts Corner Area Wetlands Assessment Lll Rmised February 8, ]995 Kitts Corner Area Wetlands Assessment INTRODUCTION At the request of the City of Federal Way Surface Water Management Division, Sheldon & Associates conducted a series wetland verifications and delineations on wetlands in the Kitts Corner area of the City. Verification was attempted on three previously delineated wetlands. Due to the lack of flagging and/or "misplacement" of previous flagging, the three wetlands were essentially re -delineated. In addition, a delineation was conducted on one wetland which had not been previously delineated. Figure 1 shows the approximate location of the wetlands in the project area. The purpose of this report is to summarize the findings of the verification and delineation work on the wetlands in the Kitts Corner area of Federal Way, Washington. METHODOLOGY Delineation Methodology The Unified Federal Methodology for Identifying and Delineating Jurisdictional Wetlands (FICWD, 1987 and 1989) were used for delineating wetlands, as required by the Army Corps of Engineers and the City of Federal Way, respectively. Wetlands are defined in the manual as follows: Those areas that are inundated or saturated by surface or groundwater at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, bogs, and similar areas. The FICWD methodology for wetland delineation is based on three mandatory criteria: hydrophytic vegetation, hydric soils, and wetland hydrology. Plots were established within areas expected to be wetlands and areas expected to be uplands. The wetland edge was identified by pink and black striped flagging affixed to vegetation around the wetland perimeter.' Each plot was sampled for vegetation, soils, and hydrology. The size of the sample plots were approximately 30-foot radius for trees and shrubs, and 5 feet for herbs. Data for each plot were recorded on field data sheets, which are presented in Appendix A. Federal Way Surface Water Management by Sheldon B Aswm i` Kitts Corner Area Wetlands Assessment 1 Revised February 8, 1995 '"_ = approximate wetland locations Figure 1 General Project Vicinity T North Vegetation Hydrophytic vegetation is defined as macrophytic plant life growing in water, soil, or substrate that is periodically deficient in oxygen (Reed, 1988). For each plot, percent areal coverage was estimated for each plant species present, and dominant species were determined. The hydrophytic vegetation criterion is met when more than 50 percent of the dominant species are hydrophytic, based on the wetland plant species indicator status of the U.S. Fish and Wildlife Service rating (Reed, 1988). Plant species were identified using Flora. of the Pacific Northwest (Hitchcock and Cronquist, 1973). Species observed on site are listed in Appendix B. Soils Soils were sampled in each plot and evaluated for hydric indicators using a soil auger. Soils were sampled to a depth of 18 inches where possible. Hydric indicators include mottling and/or gleyed soils. Mottles are spots or blotches of contrasting color occurring within the soil matrix. Gleyed soils are predominantly neutral gray in color. Soil chroma, or color, was determined using a Munsell color chart (Kollmorgen Corporation,1975). Soil data were recorded on field data sheets, which are presented in Appendix A. H d�gY Direct observations of hydrology are often limited during the dry season. However, indicators may be present that confirm the occurrence of saturation or inundation for periods of time adequate to satisfy criteria designated in FICWD (1989). Indicators include exposed muck, visible sediment deposits on substrate and plant surfaces, water -stained leaves, and hydric soil characteristics. For delineations using the 1989 methodology, where both hydrophytic vegetation and hydric soils are present, wetland hydrology is assumed to occur per the Unified Federal Methodology (FICWD, 1989). Wetland Delineation Sampling results for the three criteria were analyzed to make a wetland determination for each plot. Based on the results of plot determinations and visual observation of site characteristics, an overall assessment of the area was conducted and wetland boundaries were located. For most wetland plots identified, data for a corresponding upland plot was collected to confirm the edge of the wetland. Field results found little discrepancy between the 1987 and 1989 methodologies on these sites. Federal Way Surface Water Management by Aldan & Amdates Kitts Corner Area Wetlands Assessment 3 Revised February 8, 195 United States Fish and Wildlife Vegetation Classification (USFWS) Vegetation communities in each wetland were classified using a system developed by the United States Fish and Wildlife Service (Cowardin, et al. 1979). This system is hierarchical and structured around biological, hydrological, and substrate characteristics. VERIFICATION METHODOLOGY Literature Review The City of Federal Way Surface Water Management staff made available the reports and maps of previously conducted wetland delineations on several sites relevant to the project vicinity. In addition, the authors of this report had conducted previous delineations on two of the sites in the study area. The existing delineation documents and other technical sources were reviewed for background information on each site prior to the field visit. The literature reviewed included: • Jurisdictional Wetland Determination for Kitts Corner Regional Detention Pond Facility and Functions and Values Assessment Project (Shapiro and Associates 1990). ■ South 336th Street Regional Detention Pond Wetland Analysis (Sheldon & Associates 1991). • Schaadt Property Wetland Delineation (Sheldon & Associates 1992). • United States Department of Agriculture, Soil Survey: King County Area, Sheet 15 (Soil Conservation Service 1973). • King County Wetland Inventory Notebooks: Volume 3 (King County 1983). Field Verification In addition to the literature review, field verifications were conducted by Dyanne Sheldon, Pesha Klein, and Elissa Ostergaard of Sheldon & Associates on February 15,16, 21, and March 18,1994. The Unified Federal Methodology for Identifying and Delineating Jurisdictional Wetlands Routine Methodology (FICWD, 1987 and 1989) were used for delineating wetlands, as required by the U.S. Army Corps of Engineers (Corps) and the City of Federal Way, respectively. The data sheets are attached in Appendix A. Four sites were field checked: three had previous delineations and the fourth had not been delineated, based on available public information. The wetlands will be discussed in this report in order from north to south as they lay along the WH10 and west tributaries to Hylebos Creek (see Figure 1 for approximate locations). Federal Way Surface Water Management by Sheldon & Acsocides Kitts Corner Area Wetlands Assessment 4 Revised Rey 8. 1995 FINDINGS General Overview Five wetlands are located along the WH10 tributary and a larger tributary of Hylebos between South 333rd Street and South 340th Street (see Figure 1). Of the five, a "new" delineation was conducted on one of the wetlands, three of the wetlands were essentially re - delineated (due to lack of existing flagging from the previous delineations), and one system was not re -checked as the flagging was in place. The WH10 tributary is an intermittent drainage which flows generally south from the south end of the Sea Tac Mall, on the east side of Highway 99 to just south of South 336th Street. The flows enter the unnumbered wetland north of South 336th Street, continue south in a ditch to Wetland 9B, then exit Wetland 9B via a culvert under South 336th Street to Wetland 9A. Flows then are piped into a culverted system and are directed under Highway 99 to the west. West of Highway 99, the flows are directed into a created eroded ditch. Flows continue due west into a large wetland (Wetland 2). The WH10 tributary converges with the north south flows of the tributary to Hylebos Creek at Wetland 2. The larger tributary flows south, through Wetland 2A. The Hylebos Creek tributary between Wetland 2 and 2A is approximately 12 feet in width and is steep sided. Flows exit Wetland 2A via a ditch, which is densely vegetated by red alder. Flows continue south where they finally converge with the west stem of Hylebos creek south of Highway 18 and east of Highway 99. The WH10 tributary conveys storm and surface water runoff from the highly urbanized residential and commercial areas in the Sea Tac Mall vicinity, and south. As the area of impervious surfaces has increased within the basin, flows within the tributary and through its associated wetlands have increased tremendously in the past two decades. The changes in the hydrologic patterns of the tributaries have directly influenced the existing conditions of the wetland systems within its floodplain. In general, the wetlands provide a crucial function for flood control, although their capacity is not sufficient to prevent flooding in the basin. Due to the urbanized nature of the basin, water quality within the wetlands is severely impacted. Habitat values are impacted because vegetation diversity is reduced due to degraded water quality and large water level fluctuations. Structural complexity within some of the wetlands is high due to mortality of mature trees providing standing and fallen snags. Buffering is quite effective on some of the perimeters of the systems while other wetlands are effected by immediately adjacent high density residential development. Only two of the wetlands were previously identified in the King County wetland inventory. Hylebos #9 (noted on Figure 1 as Wetland 9A) was identified in the original 1987 inventory, and Hylebos 45a (noted on Figure 1 as Wetland 2) is identified in the 1990 update. The SCS soils maps indicate hydric soils in the vicinity of these two wetlands but not for the others within this area. Federal Way Surface Water Management by Sheldon & Assmides Kitts Corner Area Wetlands Assessment 5 Revised February 8, 1995 Each of the wetlands in the study area and the tributary are described in detail below. Refer to Figure 2 for a survey map of the wetlands. Note that the unnumbered wetland north of Wetland 9B is not identified on this map because it was not surveyed. In addition, Wetland 1 in Figure 2 is not described in this report. Information regarding Wetland 1 can be found in the Schaadt Property Wetland Delineation Report prepared by Sheldon & Associates (Sheldon & Associates 1992). Wetland South of South 333rd Street General Overview The wetland is located south of South 333rd Street and immediately to the east of a constructed apartment complex east of Pacific Highway South (east of 18th Avenue South, if it was extended to the north). The flows of the WH10 tributary enter the wetland from the north via a 24-inch culvert under South 333rd Street. Flows exit the wetland from the southwest corner through a channel which was constructed around an apartment complex. The wetland had not been previously delineated, therefore, no other flagging was present on site. The wetland is suffering from the input of massive amounts of large grained sediment. Sands and gravels have been (and continue to be) deposited within the main body of the wetland to several feet in depth. The flows entering the wetland now bifurcate and flow on both sides of these deep sediment deposits located within the central portion of the wetland. Invasive non-native species have colonized these constantly disturbed sediment deposits. The wetland has virtually no buffer on the west side, and it is exposed to an apartment complex within 25 feet of the wetland edge and "bufferred" by lawn grass. The wetland in the vicinity of the apartment complex was highly impacted by the residents. At the time of the site visit, it contained multiple empty and partially empty charcoal lighter fluid containers, engine oil and antifreeze containers, and "typical" urban debris such as appliances, shopping carts, chairs, tires, etc. In sharp contrast, the east edge of the wetland was relatively well bufferred by mature third growth Douglas fir forest. The north edge of the wetland is determined by the toe of fill of South 333rd Street. USFWS Classification The wetland on this site would be classified under the Cowardin wetland classification system (1979) as a palustrine forested wetland. The central portion of the wetland has a rather open canopy and is vegetated with dense reed canary grass which could be considered as an emergent community. It is a minor component of the overall wetland. Federal Way Surface Water Management by Sheldon & Associates Kitts Corner Area Wetlands Assessment 6 Revised Febrwry 8, 1995 m H D N } a �3 c� U IL IN U : T North J € Not to Scale i 0 L1� i r Figure 2 Wetland Survey Map ' r �l Vegetation The predominant wetland community is a forested canopy with an almost equal co - dominance of Oregon ash, red alder, and black cottonwood. The shrub community is dominated by salmonberry with Indian plum present and traces of red elderberry. Herbaceous species present along the outer margins of the wetland include creeping buttercup and lady fern. The central portion of the wetland is highly disturbed by the continuous accumulation of sediments being deposited within the system. Due to the repeated deposition, herbaceous vegetation development in this area appears to be limited. The only species noted were dense stands of reed canary grass, bent -grass, and bittersweet nightshade present over much of the shrub and sapling understory. Additional species may become obvious later within the growing season, however, this very early spring field work did not reveal any signs of additional species. Soils The soils of the site are mapped by the SCS as Alderwood gravelly sandy loams. Field checking within the wetland area identified no parent soils which were undisturbed. All soils checked to a depth of 18 inches included multiple layers of depositional material including silts, sands, and gravels likely carried in and deposited during storm events. Soils at plot 1-6 were clayey sands (10YR3/1) at 18 inches. Water was present 4 inches below the surface of the hole. Soils within the associated upland plot 1-6 were red brown gravelly sandy silts (10YR3/3), saturated at 18 inches below the surface. Soils at wetland plot 1-9, on the less disturbed east side of the wetland were gravelly sandy loams (10YR 3/2) with bright mottles (7.5 YR4/4) at 14 inches. Water level was at 12 inches below the surface. Upland soils at the associated plot 1-9 were gravelly sandy loams (7.5YR 3/2) with mottles (7.5 YR 4/4); however, no water was present in the hole 18 inches below the surface. Hydrology Water primarily enters the wetland via a 24-inch culvert located under South 333rd Street to the north. As noted above, so much sediment has been brought into and deposited within the wetland that the flows bifurcate around the main sediment plume, and flow around the east and west sides of the wetland. Flows converge near the southwestern corner of the site. Flows exit the wetland within a distinct created channel. The outlet from the wetland does not appear to be severely restricted, however, water may back-up in the system during extremely large flood events. Flows enter a created channel (bermed to the west), which flows due south, then due west, and at a 90 degree turn under a wooden fence, flow back south into the next wetland (described below as North of South 336th Street). The wetland appears to have standing water throughout the winter months and likely until late spring/early summer (May or June) in a normal year. Federal Way Surface Water Management by Sheldon & Ass"wies Kitts Corner Area Wetlands Assessment 7 Revised February 8, 1995 Functional Values Based on a modified functional value assessment utilized by King County, the wetland has variable functional values (see Appendix C for completed forms). The wetland, as noted above, is highly impacted by the residential use in close proximity on the west side. Human physical intrusion (children's "play" area within the wetland margin), debris placement, as well as toxics input (petrochemicals in a variety of forms) have a cumulative negative impact on the wetlands ability to function. In addition, the historic and seemingly ongoing deposition of large amounts of sediments within the main body of the wetland threatens its long-term viability. Several mature Oregon ash trees, with trunks greater than 1 foot in diameter, were attempting to survive with over 2 feet of sediment deposited around the base of their trunks. It was not possible -to assess the vigor of these trees at the time of the field visit. The presence of the plume indicates that the wetland provides an important function for erosion control and perhaps some water quality improvement downstream. There is some evidence that the sediment plume continues to be impacted by further deposition as there was little evidence of herbaceous species present on much of the plume area. The upper end of the area of deposition is being colonized by highly invasive non-native species tolerant of fluctuating water levels and changing substrate conditions. These non-native invasives provide little value to wildlife as nesting sites or as food sources. As noted above, the flood control function of this wetland is unknown, but may be somewhat limited based on the lack of a clearly restricted outlet at the outlet of the actual wetland. Federal Way Surface Water Management by Sheldon & Assoades Kitts Corner Area Wetlands Assessment 8 Revised February 8, 1995 Wetland 9B General Overview The wetland is located immediately north of South 336th Street, east of 18th Avenue South. Flows enter the wetland from the constructed channel draining out of the wetland to the north (described above). It may be that construction of the apartment complex to the north of this wetland and the associated realignment of the stream channel has changed the point at which water enters this area. Flows now enter the area from under a 6 foot high wood fence, they flow south behind a series of single-family residences on South 18th Avenue, and then the channel disappears and water spreads out in a broad flooding sheet flow and backwater into the wetland community. Flows ultimately leave the area through a large double culvert system under South 336th and then enter into Wetland 9A, to the south. Pield verification work found that most of the wetland flags were missing, or were present on large trees which had toppled in the last three years. The wetland edge along the east side appears to be larger now due to the extended presence of flood waters within the system. The wetland area has undergone dramatic changes in hydrologic patterns which is influencing its physical configuration, the vegetation community, and the extent of the wetland. Increased flows entering from the north have caused increased flooding in the area as waters back up behind the existing culverts under South 336th. The increased flooding is creating unstable substrates for the very large mature cottonwood trees in the wetland which are starting to topple. Several large trees which were flagged during the 1991 field work were found upended. The trees appear to be relatively healthy; they are still alive and sprouting growth from the trunks and branches. However, they likely toppled because the flooding of the soils did not provide a firm hold for the roots during a wind storm. In addition, the central portion of the wetland has experienced an accumulation of sediment from upstream construction activities. The sediment deposit is now slightly above the water table so that the wetland conditions are changed and invasive species such as reed canary grass are becoming established. The water quality within the wetland is severely degraded from the constant input of stormwater and surface (street and parking lot) runoff. In the backwater above the culverts is a considerable amount of floating debris and the water had a petroleum sheen to it as well as a distinctive obnoxious odor. USFWS Classification The wetland would be classified as palustrine shrub/scrub and palustrine forested (deciduous) based on the Cowardin classification system. Federal Way Surface Water Management by Sheldon & Assodales Kitts Corner Area Wetlands Assessment 9 Revised February 8, 1995 Vegetation The wetland contains both palustrine forested and scrub/shrub communities. The forested component is an Oregon ash and black cottonwood community with the most mature specimens located in the northeast corner of the wetland. As noted above, the trees are very mature and large (greater than 2 feet in diameter in general). Those trees still standing appear to be healthy, although the increased flooding (depth and durations) is taking its toll by undermining the roots ability to hold such large canopies upright during storm events. Under the canopy are robust ash and cottonwood saplings, indicating that the species are able to reproduce in the existing conditions. Shrub species present under the trees include salmonberry and some spirea, with red elderberry present. Few herbaceous species were evident during the field visit except for creeping buttercup. The shrub community is dominated by salmonberry and spirea with a dense invading presence of Himalayan blackberry. Indian plum is present along the outer wetland margins on the east and the blackberry is rooted in upland soils above with the canes cascading the native specimens. Soils The soils on the site were highly variable, with different textures, colors and levels of saturation present within separate plots located less than a foot distant from each other. Soils are disturbed in some areas by earth movement, deep sediment deposits are located in some zones, and flooded upland soils are present in areas with long-term standing water over 2 feet deep. Soils from wetland plot 1-1 are gravelly sandy silts (10YR3/1) at 14 inches in depth with saturation to the surface. The associated upland plot had gravelly sandy loams (10YR3/2) to 8 inches and sandy loams (10YR3/3, no mottles) at 14 inches, with water standing at 8 inches in the soil pit. At wetland plot 1-5 (east side) the soils are totally saturated sandy silts (10YR2/2) with numerous concretions. Soils in the uplands along the east side are bright red, moist (from the rainfall) but not saturated, sandy gravelly loams and silts. Hydrology This wetland is created by a backwater effect of the culverts under South 336th Street. A portion of the wetland was likely present prior to the placement of the culverts; however, the current extent and condition of the wetland is the result of the flooding caused by increased runoff from upstream. Water enters the site from a channelized flow from the north. It enters the site in a created channel, but within 75 to 100 feet of entering the site the flows overtop the channel and begin to backflow to the northeast flooding an area of mature ash and cottonwood trees. The waters extend to the east, towards an area of recent illegal fill (in an upland area). Federal Way Surfaoe Water Management by Sheldon & Associates Kitts Corner Area Wetlands Assessment 10 Revised February 8, 1995 The site was visited twice over a five week period (February to March), the extent of flooding was greater on the second visit than the first. This information, in a relatively normal rainfall year, allowed us to assume the duration of saturation in areas of questionable soils. Functional Values The overall functional values of the wetland are being impacted by the increased amount and duration for flooding. Water quality is severely impacted and is likely having subsequent effects on herbaceous species diversity. The quantity of water within the system is affecting its structural stability: flooding is undermining the mature trees which are toppling. This leads to an increased physical complexity at the ground level, but large nesting trees and sources of cavities are being eliminated. Changes around the wetland by residential use and illegal filling activities has allowed the solid establishment of dense stands of blackberry. This in turn is reducing the extent of native shrubs and the food and nesting sites they provide. The area provides moderate songbird habitat, but no habitat for larger waterfowl. Small mammals would be anticipated as would urban omnivores such as raccoon, coyote, and possum See Appendix D for a listing of expected mammals for these sites. Wetland 9A General Overview The wetland is a dense woody swamp with long-term seasonal or permanent standing water under a dense canopy of willow and salmonberry. The north and west edges of the wetland are determined by fill for a roadway and commercial construction, respectively. The east edge of the wetland is bufferred by a mature second/third growth Douglas fir woods. The wetland hydrology has been altered in the past with the creation of a restricted culvert outlet in the southwest corner. Flows enter the wetland from the north through culverts under South 336th, and exit into a culverted system under Highway 99 to the west. The field verification work for Wetland 9A found the previous delineation flagging to be generally consistent on the north and west sides of the wetland. The verification on the south and east sides of Wetland 9A found the previous delineation to be located generally inside the existing wetland edge (i.e., the Sheldon & Associates verification edge determined the wetland to be larger (by 5 to 25 feet) than that previously delineated). Based on conditions found in the field, it is likely that the wetland has undergone some significant changes to its hydrology in the past. The SCS maps the vicinity as Tukwila muck. The verification work along the east side of the wetland found that there was not a strong correlation remaining between historic hydric soils, hydrophytic vegetation, and hydrology. Federal Way Surface Water Management by Sheldon & Associates Kitts Comer Area Wetlands Assessment 11 Revised February 8,1995 Based on field observation of the historic extent of soils and the current hydrologic patterns of the wetland, we would conclude that the placement of the culvert actually lowered the outlet of the wetland. It appears that the lowered outlet functions to allow greater live storage of floodwaters, then after a storm event water levels drop to the level of the existing outlet. This change in the hydrologic patterns means that the wetland can flood in storm events to the point that South 336th Street is overtopped from the north. The duration of the flooding is unknown by this author, however, evidence in the field does not. indicate long periods of inundation. There was no evidence of water-logged or stained leaves, nor was there signs of sediment or staining on the trunks or vegetation surrounding the existing water level. USFWS Classification This large wetland contains palustrine open water/emergent classes, as well as palustrine deciduous forested wetland communities based on the Cowardin classification system. Vegetation The wetland is a palustrine scrub/shrub and palustrine forested community. The willow and Oregon ash canopy is present within a standing water swamp of unknown depth. The understory in the swamp is predominantly salmonberry and willow saplings. Because the field reconnaissance was conducted in the very early spring, it was not possible to readily determine how much of the standing woody vegetation was dead material. There was a great deal of downed dead material within the swamp, therefore there was significant structural complexity present. The margins of the wetland contain a more mature Oregon ash and red alder canopy with sahnonberry and Indian plum present in the shrub layer and red alder and ash present in the sapling layer. Herbaceous species were not common due to the season, however, lady fern and creeping buttercup were evident. Soils As noted above, the verification work found that the north and west sides of the wetland were generally determined by the edge of fill from construction and road work. Parent soils in the north were masked under gravel fill which was extended out into the water greater than 1 foot in depth. The Soil Survey maps the immediate area as Tukwila muck noting the presence of diatamous earth in some profiles of the series. Muck was found in the soil profile several feet waterward of the current waters edge. 1iatamous peat was found approximately 2 feet below the existing substrate surface several feet waterward of the waters edge. The soils along the east side were quite variable. An upland plot at flag HY9-9 had moist gravelly sandy clayey silts (10YR2/2 with no mottles) to approximately 14 inches. This was Federal Way Surface Water Management by Shekl"n 9 Assoaafes Kitts Corner Area Wetlands Assessment 12 Revised February 8, 1995 subtended by moist sands to 18-20 inches. No standing water was present in the hole, the standing water in the pond was approximately 2 feet lower than the plot. Wetland soils at plot HY9-9 were 10 to 12 inches of disturbed red -brown till over moist black loams (10YR2/1) starting at 12 inches. At 18 inches deep, the soils were wet sandy silts (10YR2/1). Free water was in the hole at approximately 16 inches. The plot was approximately 3 feet away from the standing waters edge and approximately 18 to 20 inches above standing water level. At wetland plot HY9-23, the soils changed' abruptly to 6 to 8 inches of black organic stained loam (10YR2/1) over very brightly mottled dense sandy clay. Although the clays were not "wet" in the pit, the presence of the clay was assumed to inhibit the movement of water downward. At the disturbed south end of the wetland, near plot HY9-31, the soils are black loams (10YR2/1) for.6 to 12 inches subtended by brightly mottled tight clays or bright red -brown sandy clayey silts. Water is present in pits within 18 inches of the surface if the pits were less than 2 feet from the existing edge of the standing water. Similar soils were found further away from the wetland edge; however, no water was present within 18 inches of the surface. Holes dug in the clays did not always have free water present in them, and a second reading of the pits was not conducted at a later time to see if water infiltrated the clays. Hydrology The verification field work was conducted in the wet season after substantial rainfall, when it could be assumed that the wetland was at a typical saturated beginning -of -the -growing season level. It is documented that the wetland is utilized for a storm water detention and is designed to fill during storm events, and then empty quite quickly afterwards, limiting the duration of long-term flooding. At the time of our field work, the exiting culvert was approximately half full, therefore the water level was above the culvert invert elevation, i.e., the current water level was slightly higher than outlet elevation of the pipe. The effect of reoccurring flooding within the system was evident by the lack of herbaceous species complexity around the wetland margins (the lack of visual complexity could also be partially attributable to the February field visit). Functional Value Based on a modified functional value assessment utilized by King County, the wetland has variable functional values. For water quality, the wetland rates moderate based the amount of stormwater moving through the wetland and the fact that it is so densely vegetated which assists in uptake of nutrients and deposition of sediments and their associated heavy metals. For flood control, the wetland rates moderate to high due to its size, its location along the channel, the amount of woody vegetation which slows down flood flows, and its location roughly in the middle of the watershed. The wetlands function for groundwater recharge is Federal Way Surface Water Management by Sheldon & Associalcs Kitts Corner Area Wetlands Assessment 13 Reaised February 8,1995 unknown. The biological support of the wetland is rated as moderate based on the high structural diversity but rather limited habitat types. General site observations indicate that diversity of herbaceous species may be limited due to degraded water quality entering the system as well the fluctuating water table. The site likely provides excellent songbird habitat, but is limited for waterfowl due to the density of the woody species. Small mammal use is likely and amphibian use is unknown especially due to potential water quality concerns. Campus Gateway Wetland: Wetland 2 General Overview The Campus Gateway wetland, Wetland 2 on Figure 1 is the large wetland system located west of Highway 99, south of South 336th Street. The wetland was not checked as part of this study, however, the authors did conducted a field delineation of the site in 1992 (Sheldon & Associates, Schaadt Wetland Delineation). This brief summary is provided as a simple overview. The wetland is a palustrine forested system with a red alder canopy. Flows enter the wetland from two primary sources: from flows from the north under South 336th Street and flows from the WH10 tributary from the east (the series of we described above in this report). The wetland has been altered in the last several decades so that waters now flow through the system at the south end through a created channel which is part of the large tributary to the weststem tributary of Hylebos Creek. The flows from this wetland are separated by a created berm from the Wright wetland, Wetland 2A, to the south which is discussed below. The hydrology of the wetland has been altered by the increased volumes of surface water entering the system, and by the dredging of an outlet channel at the south end from what used to be a closed depressional wetland. The assumptions of the historic conditions of this wetland is based on previously conducted review of aerial photographs dating back to the 1930's. There are two additional small wetlands (Wetlands 3 and ' 4) located due east of Wetland 2. These small wetlands are the result of impoundment of runoff entering the area from Highway 99. USFWS Classification Wetland 2 is primarily a palustrine forested wetland with portions of palustrine scrub/shrub communities present as well. Wetlands 3 and 4 are shrub communities with some trees present within the wetland. Federal Way Surface Water Management by Sheldon & Associates Kitts Corner Area Wetlands Assessment 14 Revised February 8, 1995 Wright Wetland: Wetland 2A General Overview The Wright wetland, Wetland 2A, is located west of Highway 99 and south of South 340th Street (if it was extended to the west) (Figure 1). Wetland 2A is located along a larger tributary of the Hylebos system although the wetland is separated from the stream channel by a created berm. It is now fed from surface water runoff from an extensive filled area located immediately to the east. The wetland is a palustrine emergent marsh, with a fringe of willow shrubs. The area is seasonally inundated to several feet in depth. As the only water source is runoff from the adjacent fill site (and precipitation), the site is seasonally dry. This site has been looked at many times in the last four years to determine if wetland is present or absent. In February of 1991 Dyanne Sheldon and Kathy Kunz of Sheldon & Associates conducted a field delineation using the 1989 Manual and found the area to be wetland based on the presence of 100% facultative wet and obligate wetland species growing in standing water over 1 foot in depth. In August of that same year, Dyanne Sheldon of Sheldon & Associates and Mike Witter of Wilsey Ham Pacific collected soils data to substantiate the vegetation and hydrological data of the February field visit, and again determined that the area, per the 1989 Federal Manual and the City of Federal Way Code, was wetland. The wetland perimeter was not surveyed after either of these delineations. There were no flags remaining in the field, therefore, the wetland edge was delineated once again on March 18,1994. The data sheets are provided within Appendix A of this report. Field work conducted in March 1994 used both the 1989 and 1987 Manual criteria: the line flagged in the field met both criteria. Assumptions of length of inundation/saturation was based on the knowledge of previous field visits by Dyanne Sheldon. There is an ongoing controversy regarding whether or not this area constitutes a wetland per the Corps jurisdiction. For the City of Federal Way, using the 1989 Manual and based in addition on work looking at historic conditions on site, this analysis has determined the site to be wetland. The Corps of Engineers may choose to confirm the presence/absence of wetland on this site for their records. An additional area was field checked for the presence of wetland immediately to the south of the outlet of Wetland 2A. The area was found not to meet the parameters of wetland per either the 1987 or 1989 Manuals. USFWS Classification Based on the Cowardin classification system, the wetland consists of an palustrine openwater/emergent community, and a fringing palustrine shrub community which increases in size every growing season. Federal Way Surface Water Management C by Sheldon & A&c nsks Kitts Corner Area Wetlands Assessment 15 Revised Fe&uory 8, 1995 Vegetation The site is now dominated by a reed canary grass and cattail marsh, with a willow shrub community establishing around the perimeter. Reed canary grass appears to be invading the site from the east side and it has eliminated many of the less aggressive emergent species such as spike rush and bulrushes which were present and dominant two years previous. The cattails present might actually be the narrow -leaved species Typha angustifolia, or perhaps a hybrid of common cattail Qpha latifolia). The leaves are quite narrow and there is a space between the male and female flower parts on the cat -tail. Soils Soils on the site were highly disturbed. It was only possible to determine the wetland boundary by digging soil pits (not using a hand auger) in close series down the hydrologic gradient around the perimeter of the wetland. 'The soils are so disturbed that the conditions from one pit location to the next (less than 2 feet distant) would change entirely. Wetland soils were usually sandy gravelly loams or sandy gravelly silts with chromas of 2 with bright or dull mottles (see data sheets). Upland soils were chroma 2's without mottles, or were brighter than chroma 2. Water was determined to be present in all wetland soil pits within 18 inches of the surface, although for many of the denser, less permeable soils, water levels had to be taken after the hole had been open for at least one-half an hour. For every data plot determined to be wetland, the hydric soil criteria was met in the field. Based on the fact that this field delineation was conducted during the wettest portion of the growing season, there was no necessity to assume the presence/absence of water. Given the closed nature of the wetland (no outlet exists) and the depth of the existing water, the duration of saturation was assumed. Hydrology The community had shallow (over 2+feet) standing water during the early March field visit (of a typical precipitation year). The site collects water from precipitation and from stormwater directed into the wetland from a fill zone to the east. There is no outlet except for infiltration and evapotranspiration. Enough water enters the system to keep the soils saturated to the surface until late summer (August). It is expected that it would be common for the site to completely dry out during the annual drought cycle of late summer. In digging the soil pits, the wetland area appeared to be underlain by dense impermeable soils, primarily till. Therefore infiltration might be quite limited. Federal Way Surface Water Management L by SheLdun & Associates Kitts Comer Area Wetlands Assessrnent 16 Revised February 8, 1995 Functional Values The site provides attenuation of surface waters running off from the fill site to the east protecting the tributary channel from those additional flows. The site also has acted as a de facto sediment pond for the steep hillside of fill placed adjacent to it: runoff entering the wetland has carried a plume of very fine clay particles into the wetland from the fill site. The long-term inundation provides resting and perhaps feeding habitat for waterfowl. Waterfowl such as ring -billed ducks were using the site at the time of the field visit. In addition, great blue heron and large shorebirds (yellow legs) have been noted at the site on previous visits. layer. Groundwater recharge on the site is likely severely limited due to the subtending till REGULATORY ISSUES Several federal, state, and local regulations affect the development of wetland areas. Agencies that have jurisdiction over development impacts associated with on -site wetlands include, but may not be limited to, the City of Federal Way, the Washington State Department of Ecology, and the U.S. Army Corps of Engineers. Prior to permitting any activities in wetlands, jurisdictional agencies require wetland boundaries to be delineated and surveyed by qualified personnel and subsequently confirmed by jurisdictional agency staff. City of Federal Way Wetland Requirements The City of Federal Way Code requires a 100-foot setback from all regulated wetlands (Code Section 22-1357). Any alteration within a regulated wetland must be authorized by the City Council through a Process III (Code Section 22-1358(d)). Alterations within the required 100-foot setback essential public facilities and utilities may be allowed within the setback if approved by the Director of Community Development (Code Section 22-1359). Washington State Department of Emlo�Y Ecology has the authority to condition actions within wetlands through the NPDES permit process and through their joint administration of Nationwide Permit 26 for wetland fills over 1 acre in size in isolated wetlands. If the mean annual flow of the tributary WH10 and the larger tributary to the west, are less than 5 cfs, then the Corps of Engineers can determine that wetlands associated with the stream are "isolated" per their regulations (see Corps regulatory authority discussion below). Ecology reviews and conditions wetland alterations which impact 2 or more acres of "isolated" wetlands. Per these standards, Ecology does not allow the discharge of untreated stormwater directly into existing wetland communities. (See the Corps discussion below regarding the determination of "isolated" wetland.) Federal Way Surface Water Management by Sheldon & Associates Kitts Corner Area Wetlands Assessment 17 Revised February 8, 1995 Wetlands can be created from non -wetland for the discharge or control of stormwater, but stormwater must be treated for water quality parameters prior to discharge to existing wetlands. U.S. Army Corps of Engineers: Section 404 of the Clean Water Act The Corps administers Section 404 of the Clean Water Act, which regulates the discharge of dredged or fill materials into waters of the United States, including wetlands. The implementation of Section 404 differentiates between "isolated" and "adjacent" wetlands. In general, "isolated" wetlands are those located "above the headwaters", meaning above the point of a stream where the mean annual flow is 5 cfs. The Corps is the only agency which can make the determination if a wetland is "isolated" or "adjacent" per their regulatory jurisdiction. Work in wetlands which are determined to be adjacent requires obtaining an Individual permit. The first step of an Individual permit is an Alternatives Analysis, submitted by the applicant, which shows why the proposed work cannot be conducted in a non -wetland area. Nationwide permit 26 is generally used for alteration of less than one acre of isolated wetland. For alterations of more than one acre, but less than 2 acres of isolated wetland an NPDES permit is required from Ecology. Alteration of more than 2 acres of isolated wetland triggers an individual permit. Work which qualifies for a Nationwide permit (alterations of less than one acre of "isolated" wetland) must still obtain a Pre -Discharge Notification from the Corps prior to proceeding. Corps staff must be contacted to determine their regulatory authority regarding the use of wetlands for stormwater management. Their authority is quite clear when any fill is required in the form of outlet structures, berms within the wetland (even wetland fringes), or excavation within the wetland. REFERENCES Literature Cited Cowardin, L.M., V. Carter, F.C. Golet, and E.T. La Roe. 1979. Classification of Wetlands and Deepwater Habitats of the United States. Office of Biological Services, Fish and Wildlife Service, U.S. Department of the Interior, FWS 1035-79/81. 103 pp. Federal Interagency Committee for Wetland Delineation (FICWD). 1989. Federal Manual for Identifying and Delineating Jurisdictional Wetlands. U.S. Army Corps of Engineers, U.S. Environmental Protection Agency, U.S. Fish and Wildlife Service, and USDA Soil Conservation Service. Washington, D.C. Cooperative technical publication. 76 pp. plus appendices. Federal Way Surface Water Management by SheLdon 6 Assoddes Kitts Comer Area Wetlands Assessment 18 Renisrd February 8, 1995 4 Hitchcock, C.L. and A. Cronquist. 1973. Flora of the Pacific Northwest. University of Washington Press. 730 pp. King County. 1983. Wetland Inventory Notebook. Volume 3. King County Resource Planning. King County, 1987 (updated 1990). King County Sensitive Areas Map Folio. Kollmorgen Corporation. 1975. Munsell Soil Color Chart. Macbeth Division of Kollmorgen Corporation. Baltimore, Maryland. Reed, P.B., Jr. 1988. National List of Plant Species that Occur in Wetlands: Northwest (Region 9). U.S. Fish and Wildlife Service Biological Report. 88 (26.9). 89 pp. Shapiro and Associates. 1990. Jurisdictional Wetland Determination for Kitts Corner Regional Detention Pond Facility and Functions and Values Assessment Project. Sheldon & Associates. 1992. Schaadt Wetland Delineation Report. United States Department of Agriculture. 1973. Soil Survey: King County Area. Soil Conservation Service. 102 pp. plus maps. U.S. Army Corps of Engineers. 1987. Corps of Engineers wetlands delineation manual. Washington, DC. Federal Way Surface Water Management by Shelilan 9 Assoaales Kitts Corner Area Wetlands Assessment 19 Revised February 8, 1995 APPENDIX A DATA SHEETS SHELDON & ASSOCIATES WETLAND DELINEATION DATA FORM ONSITE DETERMINATION Client: C� t'ej WC, "Su0 WA Field Investigator(s): County/City: K� Plant Community: P-VO� Flag #: t— Lo Methodology Used:��� VEGETATION Dominant Piant Species, Indicator Status, % Cover, Stratum cc_-D I. Vr~ la z�°i� PY 2. AAtxA 2� cc aPl 3_ Po h-{" 4. 5. Pis Ss /v sl .fib Project/Site: Z/isCIy Date: Wetland #: WL ° Plot #: _ Dominant Plant Species, Indicator Status, % Cover, Stratum 6.Oece �ra�a s�'kS 7.�� 8. s_� z��6 10. Percent of dominant species that are OBL; FACW, and/or FAC: % Is the hydrophic vegetation criterion met? Rationale: SOILS SCS Series/Phase: SCS Hydric List? tAo Is the observed soil a Histosol? t4v Depth Matrix Mottle Gley Texture l�rr IOYR-3/t e1a�el sue.•-.�s—�'osr�co/ Other hydric soil indicators: Is the hydric soils criterion met? Rationale: �1 / Comments: SO"Is a,-t _1y0,at'o,,4 s��wLs bK� v� v� o4sl� sq>! ��>(?� HYDROLOGY Is the area inundated? `I' ' is Depth of water: Is the soil saturated? �e_s P Depth to water: y Other field evidence of surface inundation or soil saturation: f=lood``v- e✓'7c Is the wetland hydrology criterion met? y Rationale: SGk , y" t'dvo ��e s +'L" +•. e �� ^�'�"'� sow JURISDICTIONAL DETERMINATIO7AND RATIONALE Is the sample plot a wetland? y"e_s Rationale for jurisdictional decision, Comments: u �S pr�i'Jr �o 4 SHELDON & ASSOCIATES WETLAND DELINEATION DATA FORM ONSITE DETERMINATION Client: 61 o� IF A Wo. , , SW `n'\ Field Investigator(s): (�S Q EO County/city: Plant Community: qj- FO Flag #: � - (o Methodology Used: VEGETATION Project/Site: =`j Wetland Plot #: H- Dominant Plant Species, Indicator Status, % Cover, Stratum Dominant Piant Species, Indicator Status, % Cover, Stratum 6. PLWkk 4 � 2. I 7. I�� 1 c��eJ s �10% 3 PAS P <2'h 8. 4. t rya. ��AC� ScP\• -S 9 5. (�v twr (d�% s�f" 10. Percent of dominant species that are OBL, FACW, and/or FAC: % Is the hydrophic vegetation criterion met? too Rationale: fg), d ova , b� F1'CW u-e-� V-ft SOILS SCS Series/Phase: SCS Hydric List? i4 o Is the observed soil a Histosol? TAo Depth Matrix Mottle l91 0yk 6/3 Other hydric soil indicators: Is the hydric soils criterion met? Rationale: rlo Comments: Sa � HYDROLOGY G ley Texture Is the area inundated? T�° ri Depth of water: Is the soil saturated? Sod- - \ Depth to water: Other field evidence of surface inundation or soil saturation: Is the wetland hydrology criterion met? �10 Rationale: JURISDICTIONAL DETERMINATION AND RATIONALE Is the sample plot a wetland? t_A0 Rationale for jurisdictional decision: Comments: SHELDON & ASSOCIATES WETLAND DELINEATION DATA FORM ONSITE DETERMINATION '-) Client: C'\AJ Project/Site: W L =�` � 333 ✓ Field Investigator(s): E-O 9 6' Date. z//s/9y County/City: 1Ct, Wetland #-. Plant Community: Plot #: 1— 9 Flag #: l-9 Methodology Used: ez"`v" VEGETATION Dominant Plant Species, Indicator Status. % Cover, Stratum 1. 2. 3. 4. Eus LA CPA 5. Cco % S� Dominant Plant Species, Indcator Status, % Cover, Stratum 6. -vo r--,e 30h 7. Po yvv-k I D 8_ 9_ 10; Percent of dominant species that are OBL, FACW, and/or FAC: % Is the hydrophic vegetation criterion met? �-e-5 Rationale: SOILS SCS Series/Phase: SCS Hydric List? 114z) Is the observed soil a Histosol? %4D Depth Matrix Mottle Gley Texture / y , /UY�2 3/2 �,s-yz 4//y g'-'0 iy sa y Oak Other hydric soil indicators: Is the hydric soils criterion met? �-es Rationale: G Z ,T, Comments: ScJ 1 a HYDROLOGY Is the area inundated? �40 Depth of water: Is the soil saturated? ye,5 Depth to water: /Z Other field evidence of surface inundation or soil saturation: w L .h �� �•��a`�" Is the wetland hydrology criterion met? y�5 Rationale: tD ,\,\ I g o L s L,rt-4 L, JURISDICTIONAL DETERMINATION AND RATIONALE Is the sample plot a wetland? �e-5 {- Rationale for jurisdictional decision 3 p0'111v Comments: 1 SHELDON & ASSOCIATES WETLAND DELINEATION DATA FORM ONSITE DETERMINATION fJ Client: 0 F-ej wo� `` WVV\ Project/Site: SO, v 333— C � �7 Field Investigator(s): County/City: 1� Plant Community: Flag #: I - q Methodology Used: VEGETATION Dominant Plant Species, Indicator Status, % Cover, Stratum ,. Ps , 0% cow 2. � � �q (Do D (G ��^ 3. 4. P�tr 10 oh Ca 5. (,0 oo 401 s�,� b` Date: Z/ts l9 `( Wetland #: Plot #: I - I Dominant Plant Species, Indicator Staves, % Cover, Stratum 6. V i /D'h st, 7. A\ r" 5 G' I' 10. Percent of dominant species that are OBL, FACW, and/or FAC Is the hydrophic vegetation criterion met? Rationale: SOILS SCS Series/Phase: SCS Hydric List? do Is the observed soil a Histosol? Depth Matrix Mottle I t4`k -4's* 312— I R y/Y Gley Texture Other hydric soil indicators: ^ L" Is the hydric soils criterion met? rku — t�Lo wad kv --19 ("c-LQ o� Rationale: Comments: HYDROLOGY Is the area inundated? 1+0 Depth of water: Is the soil saturated? 00 Depth to water: Other field evidence of surface inundation or soil saturation: Is the wetland hydrology criterion met? 40 Rationale: V-o �Az 0 Q.re S�Z'-k •V-,- JURISDICTIONAL DETERMINATION AND RATIONALE Is the sample plot a wetland? H-0 Rationale for jurisdictional decision: { d'o 10 PC,41 /4 e� zv-' � "' V /P Comments_ y , �% SHELDON & ASSOCIATES WETLAND DELINEATION DATA FORM ONSITE DETERMINATION Client: Field Investigator(s): 13 S q E D County/City: i=cc,. vO� Plant Community: P V-O k Flag #: \ —\ Methodology Used:�.�=R VEGETATION Dominant Plant Species, Indicator Status, % Cover, Stratum 1. P o 6A C 2- 'Fr \a ZS`}v C_ 3. 4. UeCe. 5. 4k-sf c zo % S Project/Site: V�1J­q Date: Wetland #: 1yp Plot #: Dominant Plant Species, Indicator Status, % Cover, Stratum 6. �af� 1 t9Dfv 7_ 8. 9_ 10. Percent of dominant species that are OBL, FACW, and/or FAC Is the hydrophic vegetation criterion met? y-s Rationale: SOILS SCS Series/Phase: AOP-�� SCS Hydric List? vAo Is the observed soil a Histosol? T4D Depth Matrix Mottle Gley �H, IoY�-3h Other hydric soil indicators: Is the hydric soils criterion met? �-e_5 Rationale: Comments: HYDROLOGY Texture Is the area inundated? Depth of water: I Is the soil saturated? N-0 A_� &u-.Alo� Depth to water: od�- Other field evidence of surface inundation or soil saturation: Is the wetland hydrology criterion met? ye - Rationale: 11 JURISDICTIONAL DETERMINATION AND RATIONALE Is the sample plot a wetland? Y-25 Rationale for jurisdictional decision: 3 por� N,� t Comments: 4 SHELDON & ASSOCIATES WETLAND DELINEATION DATA FORM ONSITE DETERMINATION Client: V-14 wok ProjecVSite: Field Investigator(s): 'DS ,9 E Date: 3k)q `j County/City: wo I k(� Wetland #: i--� Plant Community: U�Q, Plot #: Flag #: `— Methodology Used: VEGETATION Dominant Plant Species, Indicator Status, % Cover, Stratum 1. t4 0 P. C 2. Po��� 30'f) c 3. sec e ► i 5 4. R,, •, r v 0 S 5. Qa�t qD°/a � rJ rl Q-D 336 6 t� Qo.',,36 Dominant Plant Species, Indicator Status, % Cover, Stratum 6. 7. 8. 9. 10- Percent of dominant species that are OBL, FACW, and/or FAC Is the hydrophic vegetation criterion met? �r,er5 Rationale: VV SCS Series/Phase: 649.1�- SCS Hydric List? t_lfl Is the observed soil a Histosol?° Depth Matrix O$„ 1o\1R"�/e- $-I'4ll \vY�I3/3 Other hydric soil indicators: Is the hydric soils criterion met? Rationale: Comments: SOILS Mottle No T4b HYDROLOGY G ley Texture 0'� J 69"', Is the area inundated? too Depth of water: Is the soil saturated? yes Depth to water: g� Other field evidence of surface inundation or soil saturation: Is the wetland hydrology criterion met? Vey Rationale: I JURISDICTIONAL DETERMINATION AND RATIONALE Is the sample plot a wetland? �A 0 Rationale for jurisdictional decision: W L 5" �� �✓��^� Comments: SHELDON & ASSOCIATES WETLAND DELINEATION DATA FORM ONSITE DETERMINATION Client: W o-, SUJ`n'^- Field Investigator(s): ` �-0 County/City: U3 0 -1 Plant Community: l Fo 1 Flag #: 1—S Methodology Used: VEGETATION Project/Site: Date: Wetland #: o � �3 6 Plot #: /_ 5 Dominant Plant Species, Indicator Status, % Cover, Stratum Dominant Plant Species, Indicator Status, % Cover, Stratum 1. 6. Sr,4 2. Fr�l� 3c�°/ soP`.,.. 7. P-,k,c 3. 8. 4. C.S P L (D7-d 5 9. 5. Dec c- Z S°� 5 10. Percent of dominant species that are OBL, FACW, and/or FAC: % Is the hydrophic vegetation criterion met? Rationale: y 5 SOILS I SCS Series/Phase: A SCS Hydric List? 1'k10 Is the observed soil a Histosol? Depth Matrix Mottle Gley Texture p Other hydric soil indicators: Is the hydric soils criterion met? Rationale: Comments: w HYDROLOGY Is the area inundated? Depth of water: Is the soil saturated? 00, 10 — 16 �0.l`y Depth to water: Other field evidence of surface inundation or soil saturation: Is the wetland hydrology criterion met? � e5 Rationale: JURISDICTIONAL DETERMINATION AND RATIONALE Is the sample plot a wetland? y S Rationale for jurisdictional decision: p� Comments: p SHELDON & ASSOCIATES WETLAND DELINEATION DATA FORM ONSITE DETERMINATION Client: � W a� 3JJ111[1— Field Investigator(s): E b , County/City: '�-9 W01 /1 z-, (a Plant Community: '' Flag #: 1-� Methodology Used: e- VEGETATION Dominant Plant Species, Indicator Status, % Cover, Stratum 1. 6D% C- 2. P �; z0% C- 3. 4 Bch S 5. Rev Project/Site: Date 3 / 1 9/9 `{ Wetland #: �-k , Plot #: Dominant Plant Species, Inoscator Status, % Cover, Stratum 6. VA-,Zo% 5 7. 8. 9. 10. Percent of dominant species that are OBL, FACW, and/or FAC Is the hydrophic vegetation criterion met? Rationale: SCS Series/Phase: SCS Hydric List? t`(o Is the observed soil a Histosol? Depth Matrix loy 2 z/z Id-Iy Iby�R-3%`i Other hydric soil indicators: Is the hydric soils criterion met? ty o Rationale: Comments: SOILS Mottle Gley HYDROLOGY Is the area inundated? Depth of water: Is the soil saturated? -e- Depth to water: 6 Other field evidence of su ace inundation or soil saturation: Is the wetland hydrology criterion met? Rationale: JURISDICTIONAL DETERMINATION AND RATIONALE Is the sample plot a wetland? �d Rationale for jurisdictional decision. Comments: Texture ca-A— SHELDON & ASSOCIATES WETLAND DELINEATION DATA FORM ONSITE DETERMINATION Client: � A Wo, swv-\ Field Investigator(s): County/City: Plant Community: 1 Flag #: j—q Methodology Used: VEGETATION: Dominant Plant Species, Indicator Status, % Cover, Stratum 1. 606 C. 2. Po+r� 3D9� 3. S�ko 4. b- 3 ,� % S 5. le,,,` `, Project/Site: Date: 3/r e/q+ `I Wetland #: Plot #: `_ Dominant Plant Species, Indicator Status, % Cover, Stratum 7. S 8. 90' Percent of dominant species that are OBL, FACW, and/or FAC: Is the hydrophic vegetation criterion met? v e f Rationale: SOILS SCS Series/Phase: SCS Hydric List? Is the observed soil a Histosol? Depth Matrix Mottle Gley Other hydric soil indicators: Is the hydric soils criterion met? Rationale: Comments: HYDROLOGY -r--+ Sri, Is the area inundated? Depth of water: Is the soil saturated? e5 Depth to water: Z Other field evidence of surface inundation or soil saturation:Je. Is the wetland hydrology criterion met? �5 Rationale: JURISDICTIONAL DETERMINATION AND RATIONALE Is the sample plot a wetland? y �5 Rationale for jurisdictional decision: MAC Comments: SHELDON & ASSOCIATES WETLAND DELINEATION DATA FORM ONSITE DETERMINATION Client: :zj' W '� Swvv\ Field Investigator(s): E0 9 'QS County/City: K u t t r A Plant Community: Flag #: H't q - .S Methodology Used: Lolc� VEGETATION Dominant Plant Species, Indicator Status. % Cover, Stratum 1. rfAc" 1 2. I /D C- 3. 4� 5. S s Project/Site: Date: Wetland #: N Plot #: Dominant Plant Species, Indicator Status, % Cover, Stratum 6. rlo he.7. �(,s s. 9. 10. - Percent of dominant species that are OBL, FACW, and/or FAC: Is the hydrophic vegetation criterion met? ye-S Rationale: SOILS SCS Series/Phase: Ttkw ile- SCS Hydric List? yes Is the observed soil a Histosol?a Depth Matrix Mottle Gley lLl /Dye- z// Other hydric soil indicators: Is the hydric soils criterion met? Y-e-s Rationale: Comments: HYDROLOGY Is the area inundated? ye-s Depth of water: Is the soil saturated? t'h Plpf Depth to water S� Other field evidence of surface inundation or soil saturation: Is the wetland hydrology criterion met? ye-s Rationale: JURISDICTIONAL DETERMINATION AND RATIONALE Is the sample plot a wetland? Rationale for jurisdictional decision: Comments: 3 G� Texture SHELDON & ASSOCIATES WETLAND DELINEATION DATA FORM ONSITE DETERMINATION Client: F-cJ Wcl Sl-ov/\ Field Investigator(s): 0 905 County/City: Plant Community: Flag #: �1'j `[ - S Methodology Used: b�k-­o- VEGETATION Dominant Plant Species, Indicator Status, % Cover, Stratum SD 5 3. pece 4. 4 Project/Site: Date: Wetland #: t4'1 Plot #: Dominant Plant Species. Indcator Status, % Cover, Stratum 6. F l+'s ,`r y 3r� °h 'A,-, 4 " 7. ❑ �.t oh�C r� �ti• S- Lt 8. 9. 10. Percent of dominant species that are OBL, FACW, and/or FAC: % Is the hydrophic vegetation criterion met? Rationale: SOILS SCS Series/Phase: SCS Hydric List? 1A0 Is the observed soil a Histosol? �o Depth Matrix Mottle Gley Texture 16 YiZ 3/1 S A /Oar Other hydric soil indicators: Is the hydric soils criterion met? yeS Rationale: Coves q Comments: HYDROLOGY Is the area inundated? 140 Depth of water: Is the soil saturated? No Depth to water: 7% 9 Q kT '-�f �g Other field evidence of surface inundation or soil saturation: Is the wetland hydrology criterion met? Rationale: JURISDICTIONAL DETERMINATION AND RATIONALE Is the sample plot a wetland? t4O " �-` rj mac} `� •�,1 �� Rationale for jurisdictional decision: Comments: SHELDON & ASSOCIATES WETLAND DELINEATION DATA FORM ONSITE DETERMINATION Client: Wz F,J ��'� ` SW v`^ Project/Site: Field Investigator(s): County/City: Plant Community: Flag #: 1-9 Methodology Used: VEGETATION Dominant Plant Species, Indicator Status, % Cover, Stratum 1. /V, ru 5a9a 3. 4. PAS �15-5 s h S s. Df Date: -2-116Ia y Wetland #: N 1. o 5 #� Plot #: Dominant Plant Species, Indicator Status, % Cover, Stratum 6. F8S% 1A 7. 8. 9. 10. Percent of dominant species that are OBL, FACW, and/or FAC Is the hydrophic vegetation criterion met? Rationale: SOILS SCS Series/Phase: SCS Hydric List? 1-Lu Is the observed soil a Histosol? 140 Depth Matrix Mottle Gley 12" �0` 42 T�° Other hydric soil indicators: Is the hydric soils criterion met? Rationale: Comments: HYDROLOGY Is the area inundated? „ Depth of water: Is the soil saturated? fAo LZcJ6- at 24 Depth to water: Other field evidence of surface inundation or soil saturation: Is the wetland hydrology criterion met? Rationale: JURISDICTIONAL DETERMINATION AND RATIONALE Texture Is the sample plot a wetland? 5 Rationale for jurisdictional decision Comments: SHELDON & ASSOCIATES WETLAND DELINEATION DATA FORM ONSITE DETERMINATION Client: Field Investigator(s): fJ S q F O County/City: Plant Community: Flag #: —9 Methodology Used: VEGETATION Dominant Plant Species, Indicator Status, % Cover, Stratum 1 Fr\c' q 0 % C 2 (�\ t`� Ll 5l� c J 3. sa\� K sP� �2�/i L 4. 5. Project/Site: 1A i ki- Ci t� Date: z//61''Y Wetland #: H<-t+n �G1 Plot #: Dominant Plant Species, Indicator Status, % Cover, Stratum 6. P 809a S 7, 3Sh S 8. 9. 10. Percent of dominant species that are OBL, FACW, and/or FAC: % Is the hydrophic vegetation criterion met? ye_5 Rationale: SOILS SCS Series/Phase: SCS Hydric List? Is the observed soil a Histosol? Depth Matrix Mottle Gley Texture Other hydric soil indicators: Is the hydric soils criterion met? Rationale: Comments: HYDROLOGY Is the area inundated? I- � Depth of water: Is the soil saturated? Soil � t`�-\g Depth to water: I1-419 Other field evidence of surface inundation or soil saturation: Is the wetland hydrology criterion met? y�5 Rationale: JURISDICTIONAL DETERMINATION AND RATIONALE Is the sample plot a wetland? Ye 5 Rationale for jurisdictional decision: Comments: SHELDON & ASSOCIATES WETLAND DELINEATION DATA FORM ONSITE DETERMINATION Client: C i� wo, Field Investigator(s): ED County/City: Plant Community: Flag #: pl o+ 1 Methodology Used: VEGETATION' Dominant Plant Species, Indicator Status, % Cover, Stratum 1. P�,o.J-- 1 2.. 3. 4. 5- Project/Site: Date: 3%Ig%4`i Wetland #. Plot #: )I — L tic Dominant Plant Species, Indicator Status, % Cover, Stratum 6. 7. 8. 9. 10- Percent of dominant species that are OBL, FACW, and/or FAC: % Is the hydrophic vegetation criterion met? ye_5 Rationale: V SOILS SCS Series/Phase: Ij SCS Hydric List? /KV Is the observed soil a Histosol? Depth Matrix Mottle Gley Texture p_3" 2•s-Y Litz clCLL, 3-lb` lD Y2 -1ZO Other hydric soil indicators Is the hydric soils criterion met? Rationale: Comments: r^_13 HYDROLOGY Is the area inundated? Depth of water: Is the soil saturated? 140 Depth to water: Other field evidence of surface inundation or soil saturation: g .� Is the wetland hydrology criterion met? �o �„� JC� Rationale: -ill JURISDICTIONAL DETERMINATION AND RATIONALE Is the sample plot a wetland? tA0 � Rationale for jurisdictional decision: Comments: SHELDON & ASSOCIATES WETLAND DELINEATION DATA FORM ONSITE DETERMINATION Client: � {-e�_lJcz,( SI.Ju`'� Field Investigator(s): K-0 " n S County/City: � / (_ ,, . J o� Plant Community: Flag #: �) e* -,)- Methodology Used:e- VEGETATION Dominant Plant Species, Indicator Status, % Cover, Stratum 1. P1�.c�r 100� 2. 3. 4. 5. Project/Site: V_}t Date: Wetland #: Plot #: Z 1�_ CPS Dominant Plant Species, Indcator Status, % Cover, Stratum 6. 7. 8. 9. 10. Percent of dominant species that are OBL, FACW, and/or FAC: % Is the hydrophic vegetation criterion met? Rationale: SOILS SCS Series/Phase: SCS Hydric List? t-L-0 Is the observed soil a Histosol? Depth Matrix Mottle Gley 0_3` z .s V Lill Ko �-(," 2,sY tAo �7-0 4, ld`(� 3 )q N,,LIJ ther hydric soil indicators: Is the hydric soils criterion met? .rLo n Rationale: Comments: HYDROLOGY Is the area inundated? Depth of water: � Is the soil saturated? �� Depth to water: 14, Other field evidence of surface inundation or soil saturation: Is the wetland hydrology criterion met? �e_5 Rationale: JURISDICTIONAL DETERMINATION AND RATIONALE Is the sample plot a wetland? 1`�v Rationale for jurisdictional decision: Comments: Tr. va.. r.. SHELDON & ASSOCIATES WETLAND DELINEATION DATA FORM ONSITE DETERMINATION Client: -�-eA W o-, Jam` Field Investigator(s): County/City: ! 7eA W o Plant Comrpunity: Flag #: ('J � 3 Methodology Used: ZQ 911" VEGETATION Dominant Plant Species, Indicator Status, % Cover, Stratum 2. P� &/� 3. 4. 5. Project/Site: 1V�f '` Date: 3/1 A t� Wetland #: Plot #: 3 Dominant Plant Species, Indicator Status, % Cover, Stratum 6. 7. 8. 9. 10. Percent of dominant species that are OBL, FACW, and/or FAC: % Is the hydrophic vegetation criterion met? lt� Rationale: SOILS SCS Series/Phase: SCS Hydric List? Is the observed soil a Histosol? Depth Matrix Mottle Gley Texture N9 Other hydric soil indicators: Is the hydric soils criterion met? ye-5 Rationale: k"4"'�'s9u- Comments: HYDROLOGY Is the area inundated? Depth of water: Is the soil saturated? e S Depth to water: k0 -IZ Other field evidence of urface `inundation or soil saturation: Is the wetland hydrology criterion met? yes Rationale: JURISDICTIONAL DETERMINATION AND RATIONALE Is the sample plot a wetland? y e-5 Rationale for jurisdictional decision: '3 Comments: SHELDON & ASSOCIATES WETLAND DELINEATION DATA FORM ONSITE DETERMINATION Client: F4 Wc� S Wv^ Project/Site: Field Investigator(s): Sp, D5 Date: 5M/9{ County/City: k.�-� J FPa W Wetland #: Plant Community: Plot #: ale+ y Flag #: e1 o+ `{ Methodology Used: VEGETATION Dominant Plant Species, Indicator Status, % Cover, Stratum 2. 3. 4- 5, Dominant Plant Species, Indcator Status, % Cover, Stratum 6. 7. 8. 9. 10- Percent of dominant species that are OBL, FACW, and/or FAC: Is the hydrophic vegetation criterion met? �5 Rationale: SCS Series/Phase: Akb-e � SCS Hydric List? Is the observed soil a Histosol? Depth Matrix 6-�0' loye3/z Other hydric soil indicators: Is the hydric soils criterion met? Rationale: Comments: SOILS Mottle Gley Yes - •� t.�s-� ��. Iu Y R� S,6 HYDROLOGY Is the area inundated? Depth of water: Is the soil saturated? 'fey Depth to water: Other field evidence of surface inundation or soil saturation: Is the wetland hydrology criterion met? y.25 Rationale: l JURISDICTIONAL DETERMINATION AND RATIONALE Is the sample plot a wetland? `j eA — 9 e-� � ^ 1 Rationale for jurisdictional decision: Comments: SHELDON & ASSOCIATES WETLAND DELINEATION DATA FORM ONSITE DETERMINATION Client: F� Won swv— Project/Site: Field Investigator(s): Eo - IJ S Date: 3 / I Z/q `{ County/City: rc�� �� �I. Wetland #: Plant Community: Plot #: Flag #: Methodology Used: �-s�Z— VEGETATION Dominant Plant Species, Indicator Status, % Cover, Stratum 1. 2. P�o r \ & /) 3. 4. 5. Dominant Plant Species, Indicator Status, % Cover, Stratum 6. 7. 8. 9. 10, Percent of dominant species that are OBL, FACW, and/or FAC: Is the hydrophic vegetation criterion met? Rationale: SOILS SCS Series/Phase: A SCS Hydric List? �AD Is the observed soil a Histosol? 14b Depth Matrix Mottle Gley 6 3" 2, sY y/z / (o 3-Q - 2. Sy 3/ 2 , syl2 y�y 12-Lg" 19 Yk YY Other hydric soil indicator 3�20� di�e� �%� fps Is the hydric soils criterion met? Y �5 Rationale: I Comments: HYDROLOGY Is the area inundated? Depth of water: Is the soil saturated? y e 5 Depth to water: Other field evidence of surface inundation or soil saturation: Is the wetland hydrology criterion met? y� j Rationale: I JURISDICTIONAL DETERMINATION AND RATIONALE Is the sample plot a wetland? Rationale for jurisdictional decision: f� Comments: 1 -r--4 - cis 1)1"� �o s j l �� VEGETATION SPECIES LIST APPENDIX B VEGETATION SPECIES LIST (Species Observed) Trees big -leaf maple (Acer macrophyllum) red alder (Alnus rubra) hawthorn (Crategus spp.) Oregon Ash (Fraxinus latifolia) black cottonwood (Populus trichocarpa) western crabapple (Pyrus (=Malus)) Douglas fir (Pseudotsuga menziesii) western red cedar (Thuja plicata) Shrubs Indian plum (Oemleria cerasiformis) hazelnut (Corylus cornuta) Himalayan blackberry (Rebus discolor) salmonberry (Rebus spectabilis) red elderberry (Sambucus racemosa) Pacific willow (Salix lasiandra) bittersweet nightshade (Solanum dulcamera) Douglas' spirea (Spiraea douglasii) Herbs bent grass (Agrostis spp.) various sedges (Carex spp.) fireweed (Epilobium angustifolium) soft rush (Juncus effusus) reed canarygrass (Phalaris arundinacea) sword fern (Polystichum munitum) creeping buttercup (Ranunculus repens) Pacific blackberry (Rubus ursinus (=vitifolius)) wooly bulrush (Scirpus cyperinus) narrow -leaf cattail (Typha angustifolia) APPENDIX C FUNCTIONAL VALUE FORMS WETLAND FUNCTIONAL VALUE ASSESSMENT WETLAND South of South 333rd Street CRITERIA FUNCTIONAL VALUES Low Rating Moderate Rating High Rating Water Quality _ rapid flow through site x moderate flow through _ little or no flow present Improvement site <50% vegetation density x 50-80% vegetation density _ >80% vegetation density no proximity to pollutants x downstream from — downstream from point _ nonpoint pollutants discharges detains <25% overland _ detains 25-50% overland _ detains >50% overland Evaluation: moderate _ runoff runoff runoff Flood/Storm Water x size <5 acres size 5-10 acres _ size >10 acres Exchange isolated x within flood plain _ within flood plain <10% woody cover _ 10-30% woody cover x >30% woody cover x unconstrained outlet x located in center of _ constrained outlet watershed Evaluation: moderate located low in watershed located high in watershed Groundwater size <5 acres _ size 5-10 acres size >10 acres Exchange underlain by low — underlain by moderately _ underlain by permeable permeability strata permeable strata strata temporarily saturated/ u seasonally flooded systems _ permanent inundation inundated springs present outflow > _ outflow = inflow _ outflow < inflow Evaluation: unknown inflow Natural Biological x small size <5 acres _ medium size 5-10 acres _ large size >10 acres Support Ag. land or low vegetation x moderate vegetation � high vegetation structure _ structure structure isolated systems associated x associated with permanent _ associated with with ephermal surface surface water permanent open water water one habitat type x two habitat types _ three or more habitat types low plant diversity x moderate plant diversity high plant diversity few, if any habitat features x some habitat features _ several types of habitat _ present present features present adjacent buffers primarily x buffers somewhat _ buffers generally Evaluation: moderate _ disturbed disturbed undisturbed native vegetation CRITERIA FUNCTIONAL VALUES Low Rating Moderate Rating High Rating Hydrologic Support _ isolated marshes, bogs and — riverine, lakeshore _ marine, intertidal Function (maintain potholes wetlands - wetlands hydrologic stability and integrity of _ hydrologically isolated x occasionally flooded areas _ low gradient, frequently system) system flooded seldom flooded _ proximity to open water Evaluation: moderate _ system - Erosion _ sparse grass/forbs or no x spars woody vegetation or ! dense woody vegetation vegetation along shore dense herb vegetation along shore little to no fetch in moderate fetch in adjacent _ long fetch in adjacent _ adjacent water body _ water body water body wetland extends <100 _ wetland extends 100-200 _ wetland extends >200 _ yards from shore yards from shore yards from shore undeveloped shore moderately developed _ highly developed shore Evaluation: moderate shore high Aquatic Study Area x small isolated wetland <5 _ medium size wetland 5-10 _ large wetland >10 acres (Sanctuary, refuge, acres acres scientific study, protection of aquatic _ low educational x some educational _ high public education and terrestrial habitats) opportunity opportunity opportunity little habitat diversity x some habitat diversity _ high habitat diversity _ little (none) habitat for x some habitat for migratory _' provides habitat for migratory/non-migratory and non -migratory species migratory and non - Evaluation: moderate species migratory species Cultural Values•(socio- x lack commercial fisheries, x moderate aesthetic value _ contain commercial economic) renewable resources or fisheries, renewable agriculture resources or agriculture low aesthetic value high aesthetic value _ (visual diversity) lack historic or _ historic or archeological Evaluation: low/ archeological site site moderate Recreational lack passive and active x provide some opportunity _ provide good Opportunity recreation for passive and active opportunities for passive recreation and limited active recreation (birdwatching, canoeing or hunting) lack interconnections with x some interconnections many interconnections Evaluation: moderate _ open space with open space with open space Overall Evaluation: Moderate WETLAND FUNCTIONAL VALUE ASSESSMENT WETLAND North of South 336th Street CRITERIA FUNCTIONAL VALUES Low Rating Moderate Rating High Rating Water Quality x rapid flow through site _ moderate flow through _ little or no flow present Improvement site <50% vegetation density x 50-80% vegetation density >80% vegetation density Braided flows through no proximity to pollutants x downstream from _ downstream from point wetland allow for sed. nonpoint pollutants discharges deposition detains <25% overland _ detains 25-50% overland detains >50% overland Evaluation: moderate runoff runoff runoff Flood/Storm Water size <5 acres _ size 5-10 acres x size >10 acres Exchange isolated x within flood plain _ within flood plain <10% woody cover x 10-30% woody cover >30% woody cover area for flood control unconstrained outlet x located in center of x constrained outlet >WL size watershed Evaluation: moderate _ located low in watershed _ located high in watershed high Groundwater x size <5 acres _ size 5-10 acres r size >10 acres Exchange underlain by low — underlain by moderately _ underlain by permeable permeability strata permeable strata strata temporarily saturated/ — seasonally flooded systems .__. permanent inundation inundated springs present outflow > _ outflow = inflow outflow < inflow Evaluation: unknown inflow Natural Biological x small size <5 acres _ medium size 5-10 acres _ large size >10 acres Support Ag. land or low vegetation _ moderate vegetation x high vegetation structure structure structure isolated systems associated x associated with permanent _ associated with with ephermal surface surface water permanent open water water one habitat type x two habitat types _ three or more habitat types low plant diversity x moderate plant diversity _ high plant diversity few, if any habitat features x some habitat features _ several types of habitat present present features present adjacent buffers primarily x buffers somewhat _ buffers generally Evaluation: moderate _ disturbed disturbed undisturbed native vegetation CRITERIA FUNCTIONAL VALUES Low Rating Moderate Rating High Rating Hydrologic Support isolated marshes, bogs and _ riverine, lakeshore _ marine, intertidal Function (maintain potholes wetlands - wetlands hydrologic stability and integrity of ., hydrologically isolated _ occasionally flooded areas x low gradient, frequently system) system flooded seldom flooded _ proximity to open water Evaluation: unknown system - Erosion sparse grass/forbs or no — spars woody vegetation or _ dense woody vegetation _ vegetation along shore dense herb vegetation along shore little to no fetch in moderate fetch in adjacent r long fetch in adjacent _ adjacent water body _ water body water body wetland extends <100 wetland extends 100-200 _ wetland extends >200 yards from shore yards from shore yards from shore undeveloped shore moderately developed _ highly developed shore Evaluation: moderate shore Aquatic Study Area x small isolated wetland <5 medium size wetland 5-10 _ large wetland >10 acres (Sanctuary, refuge, acres acres scientific study, protection of aquatic x low educational _ some educational _ high public education and terrestrial habitats) opportunity opportunity opportunity little habitat diversity x some habitat diversity _ high habitat diversity little (none) habitat for x some habitat for migratory _ provides habitat for _ migratory/non-migratory and non -migratory species migratory and non - Evaluation: low/ species migratory species moderate Cultural Values (socio- x lack commercial fisheries, _ moderate aesthetic value _ contain commercial economic) renewable resources or fisheries, renewable agriculture resources or agriculture x low aesthetic value _ high aesthetic value (visual diversity) x lack historic or historic or archeological Evaluation: low archeological site site Recreational x lack passive and active provide some opportunity _ provide good Opportunity recreation for passive and active opportunities for passive recreation and limited active recreation (birdwatching, canoeing or hunting) lack interconnections with x some interconnections _ many interconnections Evaluation: low open space with open space with open space Overall Evaluation: Moderate WETLAND FUNCTIONAL VALUE ASSESSMENT WETLAND 9A CRITERIA FUNCTIONAL VALUES Low Rating Moderate Rating High Rating Water Quality rapid flow through site x moderate flow through _ little or no flow present Improvement site — <50% vegetation density — 50-80% vegetation density x >80% vegetation density — no proximity to pollutants x downstream from — downstream from point nonpoint pollutants discharges detains <25% overland x detains 25-50% overland detains >50% overland Evaluation: moderate — runoff runoff runoff Flood/Storm Water f size <5 acres x size 5-10 acres — size >10 acres Exchange isolated _ within flood plain x within flood plain <10% woody cover _ 10-30% woody cover x >30% woody cover unconstrained outlet x located in center of — constrained outlet _ watershed Evaluation: moderate — located low in watershed — located high in watershed high Groundwater size <5 acres x size 5-10 acres — size >10 acres Exchange underlain by low — underlain by moderately — underlain by permeable permeability strata permeable strata strata — temporarily saturated/ — seasonally flooded systems .__. permanent inundation inundated springs present outflow > — outflow = inflow — outflow < inflow Evaluation: unknown inflow Natural Biological small size <5 acres x medium size 5-10 acres — large size >10 acres Support Ag. land or low vegetation — moderate vegetation x high vegetation structure — structure structure isolated systems associated x associated with permanent — associated with — with ephermal surface surface water permanent open water water one habitat type x two habitat types — — three or more habitat types — low plant diversity x moderate plant diversity — high plant diversity few, if any habitat features x some habitat features — several types of habitat present present features present adjacent buffers primarily x buffers somewhat — buffers generally Evaluation: moderate disturbed disturbed undisturbed native vegetation CRITERIA FUNCTIONAL VALUES Low Rating Moderate Rating High Rating Hydrologic Support isolated marshes, bogs and x riverine, lakeshore _ marine, intertidal Function (maintain _ potholes wetlands - wetlands hydrologic stability and integrity of _ hydrologically isolated _ occasionally flooded areas x low gradient, frequently system) system flooded _ seldom flooded proximity to open water Evaluation: moderate/ system - high Erosion/Shoreline sparse grass/forbs or no spars woody vegetation or x dense woody vegetation Protection _ vegetation along shore dense herb vegetation along shore little to no fetch in _ moderate fetch in adjacent _ long fetch in adjacent _ adjacent water body water body water body wetland extends <100 wetland extends 100-200 _ wetland extends >200 yards from shore yards from shore yards from shore _ undeveloped shore _ moderately developed _ highly developed shore Evaluation: NA shore Aquatic Study Area small isolated wetland <5 x medium size wetland 5-10 large wetland >10 acres (Sanctuary, refuge, _ acres acres scientific study, protection of aquatic _ low educational x some educational high public education and terrestrial habitats) opportunity opportunity opportunity _ little habitat diversity x some habitat diversity _ high habitat diversity little (none) habitat for x some habitat for migratory provides habitat for migratory/non-migratory and non -migratory species migratory and non - Evaluation: moderate species migratory species Cultural Values (socio- x lack commercial fisheries, moderate aesthetic value _ contain commercial economic) renewable resources or fisheries, renewable agriculture resources or agriculture x low aesthetic value high aesthetic value (visual diversity) x lack historic or historic or archeological Evaluation: low archeological site site Recreational x lack passive and active _ provide some opportunity _ provide good Opportunity recreation for passive and active opportunities for passive recreation and limited active recreation (birdwatching, canoeing or hunting) x lack interconnections with some interconnections many interconnections Evaluation: low open space with open space with open space Overall Evaluation: Moderate WETLAND FUNCTIONAL VALUE ASSESSMENT WETLAND Wright Wetland CRITERIA FUNCTIONAL VALUES Low Rating Moderate Rating High Rating Water Quality _ rapid flow through site _ moderate flow through x little or no flow present Improvement site <50% vegetation density _ 50-80% vegetation density x >80% vegetation density Braided flows through _ no proximity to pollutants x downstream from _ downstream from point wetland allow for sed. nonpoint pollutants discharges deposition detains <25% overland detains 25-50% overland x detains >50% overland Evaluation: high u runoff runoff runoff Flood/Storm Water x size <5 acres _ size 5-10 acres _ size >10 acres Exchange x isolated �. within flood plain _ within flood plain x <10% woody cover _ 10-30% woody cover _ >30% woody cover area for flood control unconstrained outlet x located in center of x constrained outlet >WL size _ watershed Evaluation: low located low in watershed _ located high in watershed Groundwater x size <5 acres size 5-10 acres _ size >10 acres Exchange _ underlain by low underlain by moderately _ underlain by permeable permeability strata permeable strata strata _ temporarily saturated/ seasonally flooded systems _ permanent inundation inundated springs present outflow > outflow = inflow — outflow < inflow Evaluation: unknown inflow Natural Biological x small size <5 acres _ medium size 5-10 acres _ large size >10 acres Support x Ag. land or low vegetation _ moderate vegetation x high vegetation structure structure structure x isolated systems associated _ associated with permanent associated with with ephermal surface surface water permanent open water water one habitat type x two habitat types _ three or more habitat types _ low plant diversity x moderate plant diversity _ high plant diversity x few, if any habitat features _ some habitat features _ several types of habitat present present features present x adjacent buffers primarily _ buffers somewhat _ buffers generally Evaluation: low disturbed disturbed undisturbed native vegetation CRITERIA FUNCTIONAL Low Rating Moderate Rating High Rating VALUES Hydrologic Support x isolated marshes, bogs and riverine, lakeshore r marine, intertidal Function (maintain potholes wetlands - wetlands hydrologic stability and integrity of x hydrologically isolated occasionally flooded areas x low gradient, frequently system) system flooded x seldom flooded _ proximity to open water Evaluation: low system - Erosion sparse grass/forbs or no x spars woody vegetation or — dense woody vegetation _ vegetation along shore dense herb vegetation along shore little to no fetch in moderate fetch in adjacent ,_ long fetch in adjacent r adjacent water body _ water body water body wetland extends <100 wetland extends 100-200 _ wetland extends >200 _ yards from shore _ yards from shore yards from shore undeveloped shore _ moderately developed _ highly developed shore Evaluation: moderate shore Aquatic Study Area x small isolated wetland <5 _ medium size wetland 5-10 large wetland >10 acres (Sanctuary, refuge, acres acres scientific study, x low educational some educational high public education protection of aquatic and terrestrial habitats) opportunity _ opportunity � opportunity little habitat diversity x some habitat diversity _ high habitat diversity little (none) habitat for x some habitat for migratory _ provides habitat for {, _ migratory/non-migratory and non -migratory species migratory and non - Evaluation: low/ species migratory species moderate Cultural Values (socio- x lack commercial fisheries, moderate aesthetic value — contain commercial economic) renewable resources or fisheries, renewable agriculture resources or agriculture x low aesthetic value high aesthetic value (visual diversity) x lack historic or _ historic or archeological Evaluation: low archeological site site Recreational x lack passive and active r provide some opportunity _ provide good Opportunity recreation for passive and active opportunities for passive recreation and limited active recreation (birdwatching, canoeing or hunting) lack interconnections with x some interconnections _ many interconnections Evaluation: low _ open space with open space with open space Overall Evaluation: Moderate APPENDIX D MAMMALS EXPECTED DNSITE APPENDIX D MAMMALS EXPECTED ONSITE Marsupials Common oppossum (Didelphis marsupialis) Insectivores Bats Masked shrew (Sorex cinereus) Vagrant shrew (Sorex vagrans) Townsend mole (Scupanus townsendii) Little brown bat (Myotis lucifugus) Big brown bat (Eptesicus fuscus) Herbivores Mountain beaver (Lepus americanus) Townsend's chipmunk (Tamias townsendii) Douglas squirrel (Tamiasciurus douglasii) Deer mouse (Peromyscus maniculatus) Townsend's vole (Microtus townsendii) Muskrat (Ondatra zibenthicus) Pacific jumping mouse (Zapus trinotatus) Norway rat (Rattus norvegicus) Carnivores Coyote (Canis latrans) Raccoon (Procyon lotor) Mink (Mustela vison) Striped skunk (Mephitis mephitis) Domestic dog (Canis familiaris) Domestic cat (Felis domesticus) _ DEPARTMENT OF THE ARMY SEATTLE DISTRICT. CORPS OF ENGINEERS P.O. BOX 3755 SEATTLE, WASHINGTON 98124-2255 REPLY TO SEP 1 2 • `.95 ,, ATTENTION OF Regulatory Branch Margaret H. Clark, AICP City of Federal Way 33530 lst Way South Federal Way, Washington 98003 Reference: 95-4-01378 Federal Way, City of Related Reference: OYB-4-014843 Wright, Robert Dear Ms. Clark: Your letter dated August 4, 1995, requested a U.S. Army Corps of Engineers jurisdictional determination for wetlands on a site located adjacent to Pacific Highway South in Section 20, Township 21N, Range 4E at the City of Federal Way, Washington. The site inspection by the Corps of Engineers (Corps), performed on May 23, 1995, confirms that no jurisdictional wetlands exist on the subject property. No Department of the Army permit is needed for continued development of the property. A permit is normally required for construction, placement of fill, or excavation waterward of the line of ordinary high water, and for the discharge of any dredged or fill material into, excavation, grading, or mechanized land clearing of wetlands. The term "wetlands" means those areas that are inundated or saturated by surface or ground water at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. The Corps has ultimate responsibility for determining whether a specific wetland area is within Section 10 or Section 404 jurisdiction. The area inspected for jurisdictional wetlands contained depressions within fill material. Part of this original fill material, (part of the site was authorized for filling in 1986 and additional fill for the site was issued a Nationwide Permit 26 on August 5, 1991) contained hydric soils and was supporting hydrophytic vegetation, but did not contain sufficient hydrology to meet the Corps definition of a jurisdictional wetland. The mixed nature of the fill soils on the site is such that it appears that the soil is not saturated or ponded for the required duration of the growing season. This letter does not excuse you from compliance with other Federal, state, and local statutes, ordinances or regulations which may affect this work. If you have any questions, please contact Ms. Gail Terzi, telephone (206) 764- 6903. Sincerely, r trtH. Martin f, Processing Section 06-09-96 U4;O:3Piri FROM G, A,SEATTLE, `,1A TO 6614129 .7 P 0 0 1 FAX TRANSMISSION T Time Fax Numbor # of Pa es ifncludi cavery Frptn Notes ell 6,% 1, -- O If you have any problems in transmittal, please notify Grubb & Ellis at (206) 623-8901 Commercial Real Estate Services one union, square ebb 600 University, Sulte 1800 5cattle, Washirtgtan 98101-3 1 17 fx23.8901 Fix (206) 682-2942 6tl,-�Rs C Ci T'Y OF 33530 IST WAY SL'7LITH Mayor Mary G®tcs City M.n zor X—noth H. Nybnrg FEDERAL VV^Y, WA¢a00.'!-6 Couneil Mainbors 7aolc 7?ovey Hopes HIdor Roes Ciin.tz Miohael pm rx P$ahlon ^Skip^ Px-ieot PSilip Watkins F.a�X ]�'�_�a����I'T'�AL MEMOIZANI9Y.7M TO: INUMI S12 OF PAC lBS (Including Memo Shoot) FROM• - �: ,r If rhora are rang probloms during this transmission, plo-- o"ll aG I _A000 and —1c for ,ter, 1 k?AX W: - l 4-z ' p TRANSMISSION REPORT THIS DOCUMENT WAS SENT (REDUCED SAMPLE ABOVE) * COUNT # 10 SENDXi�e NO REMOTE STATION I.D. START TIME DURATION #PAGES 1 206 682 2942 6— 9-95 14:49 530 10 TOTAL 0:05'30" 10 COMMENT XEROX TELECOPIER 7020 CITY OF ® 33530 1ST WAY SOUTH FEDERAL WAY, WA 98003-6210 June 9, 1995 Mr. Richard D. Kramer Richard D. Kramer, Inc. 1904 Third Avenue, Suite 710 Seattle, WA 98101 RE: PRE95-0027 -- Kramer BLA and Site Plan Review Dear Mr. Kramer: Thank you for meeting with the city's Community Development Review Committee (CDRC) on April 27, 1995, regarding your proposed boundary line adjustment and siting of a cinema with associated parking and improvements. This committee includes representatives from the Fire and Lakehaven Utility Districts; staff from the city's Public Works Department; and staff from the Planning and Building Divisions of the Community Development Services Department. Following are the committee's comments which are intended to assist you in preparing your formal application. Comments are listed under Planning Division, Public Works Department, Building Division, Fire District, and Lakehaven Utility District. PLANNING DIVISION 1. Proposal A boundary line adjustment (BLA) is proposed for the following parcels: a) Wright property -- Parcel #2021049051, approximately 8.84 acres located in the Manufacturing Park (MP) zone. b) Steincipher properties: (i) Parcel #2021049100, approximately 0.85 acres located in the Manufacturing Park (MP) zone. (ii) Parcel# 2021049052, approximately 2.67 acres. This parcel has both MP and Community Business (BC) zoning with a little less than half zoned BC. Mr. Richard D. Kramer June 9, 1995 Page 2 The proposed boundary line adjustment would result in an approximate four acre parcel in the western portion and an approximate 7.75 acre parcel in the eastern portion, starting with three parcels and ending up with two. The source of parcel sizes referenced above are from the assessor's maps. You are using information from a boundary survey which we do not have a copy of, therefore, your acreage does not coincide with the assessor's information. The city is interested in constructing a regional storm drainage facility in this area. In order for them to do so, they would have to obtain approximately 4.38 acres out of the total 8.84 acres owned by Mr. Wright. They would also need to acquire Parcel #2021049100, approximately 0.85 acres in size, and approximately 0.55 acres out of the 2.67 acre Steincipher property (Parcel# 2021049052). It is unclear, based on the submitted information, whether boundaries shown in your proposal coincides with the property that the city wishes to purchase. The remainder of the parcel, approximately 7.75 acres, is proposed to be developed as a cinema with associated parking and other on -site improvements. 2. Zoning According to the Federal Way Zoning Map, the majority of the site proposed for the cinema and parking is zoned Manufacturing Park (MP), with the eastern portion of Parcel# 2021049052 zoned Community Business (BC). The Comprehensive Plan designates the site as Industrial/Office Park. As you are aware, the majority of uses within the MP zone require a five -acre minimum lot size. The exception to this requirement are public transit center, public utility, government facility, public parks, and hotels and motels. A storm drainage detention facility constructed by the city is considered to be a government facility, and therefore would be allowed on less than five acres. The boundary line adjustment proposes to create an approximate four acre parcel for sale to the city for the detention facility with the remaining 7.75 acres to be developed as a cinema and associated parking and improvements. This would conform to the minimum lot size requirements in this zone. Based on the submitted site plan, the cinema is proposed to be located in a BC zone with the associated parking to be located in the MP zone. A cinema is a permitted use in the BC zone under Retail Establishment providing entertainment, recreational, or cultural activities. Cinemas are not allowed in the MP zone. Once the boundary line adjustment has been recorded, the cinema and associated parking would be located on one tax lot under one ownership with split zoning, therefore, parking for the cinema would be allowed in the MP portion as an accessory use to the cinema. Mr. Richard D. Kramer June 9, 1995 Page 3 3. Review Process a) Boundary Line Adjustment -- A BLA would have to be approved and, recorded to accomplish your proposal. Please be aware that a boundary line adjustment can not create a lot that does not meet minimum zoning requirements. Therefore, the proposed configuration, which would create a lot less than five acres in the MP zone, can only be approved if the western parcel will be utilized for a public transit center, public utility, government facility, public park, hotel, or motel. A note to this effect would need to be recorded on the boundary line adjustment document. b) Process I Review --Process I Review is required for the location of a cinema in the MP zone. Handouts describing Process I review are enclosed. c) Site Plan Review -- Site Plan Review approval is required for all applications requiring Process I review. A Site Plan Review Handout is enclosed. Items listed in this handout must be submitted as part of formal application. Site plan review fees are not applicable when it is part of a Process I review. d) SEPA Review - The proposal is subject to review under the State Environmental Policy Act (SEPA). A completed environmental checklist must be completed and submitted at the time of formal application. e) Fees -- Application fees based on the 1995 fee schedule are as follows: BLA -- $790 + $39 = $829 Process I -- $1,270 + $63 = $19333 SEPA Review -- $450 + $22 = 472 Total $2, 634 4. Dimensional Standards/Lot Desi n a) Lot Size -- There are no minimum lot size requirements for a cinema in the BC zone. b) Setbacks -- In the BC zone, required setbacks from property lines are 20 feet on the front, and zero feet on the side and rear. In the MP zone, required setbacks from property lines are 50 feet on the front, and 20 feet on the side and rear. Setbacks apply only to buildings. The separation between parking and property lines in both the BC and MP zones is controlled by landscape requirements. c) Lot Coverage -- There is no established maximum lot coverage in the BC zone for this use. Rather, lot coverage is determined by other site development requirements, such as required buffers, parking lot landscaping, surface water facilities, etc. Mr. Richard D. Kramer June 9, 1995 Page 4 d) Height -- The height limitation is 35 feet above average building height. 5. Wetlaiids In order to show that there will be no encroachment into any on -site wetlands, please show the location of Wetland No. 2A, as referenced in the Kitts Corner Area Wetland Assessment, on the site plan. Encroachments (other than essential public facilities and minor improvements) into wetland setbacks require review and approval under Process II. If any encroachments are proposed, the criteria in Federal Way City Code (FWCC), Section 22- 1359 (enclosed) relating to intrusions into wetland setbacks, would apply to this proposal. 6. Parkin_g Pursuant to FWCC, Section 22-640, parking is determined on a case by case basis. Please submit proposed number of parking spaces to be provided with justification as to how that number was arrived at. Typical dimensions are 8'xl5' for compact and 8.5'xl8' for standard parking stalls. See the dimensional requirements chart (enclosed) for additional information related to curb lengths and stall, row, aisle, and bay widths. a) Compact Parking Stalls -- Pursuant to FWCC, Sec. 22-1442, the applicant may develop and designate up to 25 percent of the number of parking spaces for compact cars. b) Separation of Parking Area and Streets -- Pursuant to FWCC, Section 22-1441(a), wherever feasible, the building on the subject property should be located between the street and the parking area. Your proposal meets this guideline. 7. Pedestrian Connections Pursuant to Washington Administrative Code (WAC) Section 51-20-3103(a)2, an "accessible route of travel shall be provided to all portions of the building, to accessible building entrances, and connecting the building and the public way. Where more than one building or facility is located on a site, accessible routes of travel shall be the most practical direct route connecting accessible building entrances, accessible site facilities, and the accessible site entrances." Pursuant to FWCC, Section 22-1445(b), the applicant must design the parking area so that there is a paved sidewalk with at least five feet of unobstructed width between every other row of parking spaces and between any building and abutting driveway or parking spaces. Sidewalks should also connect abutting streets to interior sidewalks. Modification to these requirements would require approval of a variance. Mr. Richard D. Kramer June 9, 1995 Page 5 8. Landscaping Landscaping associated with the proposed facility must conform to the following sections of the landscape code: (a) Significant trees shall be retained on the subject property to the maximum extent possible (FWCC, Section 22-1568). In order to determine compliance with these requirements, pursuant to FWCC, Section 22-1568(c)(2), a tree retention plan meeting the requirements of this section must be provided. A significant tree must be in good health, not detrimental to the community, nor obscure safe sight distance requirements. Significant trees must be a minimum 12 inches in diameter or 37 inches in circumference, measured 4.5 feet above ground. Significant trees do not include red alder, cottonwood, poplar, or big leaf maple. b) Pursuant to FWCC, Section 22-1566(f), Type III landscaping, five feet in width, shall be provided along all perimeter property lines in the BC zoning district, including along Pacific Highway. c) Pursuant to FWCC, Section 22-1566(i), Type II landscaping, ten feet in width, shall be provided along Pacific Highway in the MP zoning district. Type III landscaping, five feet in width, shall be provided along the remainder of property lines within the MP zone. d) Parking areas adjacent to public right-of-way shall incorporate berms at least three feet in height within perimeter landscape areas; or alternatively, add substantial shrub plantings to the required perimeter landscaping type, and/or provide architectural features of appropriate height with trees, shrubs, and groundcover, in a number sufficient to act as efficient substitute for the three-foot berm, to reduce the visual impact of parking areas and screen automobiles, and subject to approval by the Director of Community Development Services [FWCC Sec 22-1567(e)(1)]. e) Pursuant to FWCC, Section 22-1567(b)(1)(a), 20 square feet of interior lot landscaping per parking stall must be provided within surface parking areas when 49 or fewer parking stalls are provided. When 50 or more parking stalls are provided, 22 square feet per parking stall must be provided. In order to determine compliance, all interior lot landscaping, including parking lot landscape islands, must be dimensioned. Square footage of interior lot landscaping must be calculated and listed on the landscape plan. Please note that perimeter landscaping cannot be included within this calculation. Please refer to FWCC, Section 22-1567 for other parking lot landscaping requirements. Mr. Richard D. Kramer June 9, 1995 Page 6 f) All landscape islands within parldng areas shall use drought tolerant trees, shrubs, and ground cover. Lawn is not permitted in landscape islands of less than 200 square feet. Lawn may only be used as an accessory planting material to required trees, shrubs, and groundcover [FWCC, Section 22-1567(g)(1)]. g) Additional landscape requirements include such items as: i Establishing slopes at no more than a three to one ratio for lawn areas [FWCC, Section 22-1564(c)]; ii Enclosing and screening all trash receptacles [FWCC, Section 22-1564(d)]; iii Requiring permanent irrigation systems for all lawn/sod areas [FWCC, Section 22- 1564(t)]; and, iv With the exception of all lawn areas, 25 percent of new landscape materials, i.e. trees shrubs, and groundcover, shall be drought tolerant, [FWCC, Section 22- 1564(f)]. The plant schedule must identify any materials used to meet this requirement. Please see the entire landscape chapter (Enclosed) for additional landscape requirements. 9. Signaae Separate permits are required for signs. The city has recently adopted a new sign code which is not presently available to the public. Please contact Richard Cottage, Code Compliance Officer, at 661-4017 for further information. 10. Facade Modulation Pursuant to FWCC, Section 22-754, Note 2, any facade of a structure that exceeds 50 feet in length must be modulated as follows: a) The minimum depth of the modulation is three feet; b) The minimum width of the modulation is four feet; c) The maximum width of the modulation is 35 feet. Mr. Richard D. Kramer June 9, 1995 Page 7 11. Biofiltration Runoff from parking and drive areas must be routed through a biofiltration swale. The biofiltration swale must be shown on the submitted site plan. Please note that pursuant to FWCC, Section 22-1570(g), biofiltration swales and other surface water/water quality structures may be incorporated into required landscape areas, provided the landscaping standards are met and the integrity of the surface water function is not compromised. The requirement for biofiltration swales are further addressed under the Public Works Department comments. In order to incorporate biofiltration swales into required landscape areas, a request for modification must be submitted with formal application. Please refer to FWCC, Section 22- 1570(h) for submittal requirements. A conceptual drainage plan, showing the size of the drainage facility, must be submitted as part of formal application. 12. Solid Waste and Recycling Sloraae Pursuant to FWCC, Section 22-949, solid waste and recycling storage areas must be included in all new commercial developments. Storage areas for solid waste and recycling must be shown on the plans. Please refer to FWCC, Section 22-1564(d) for requirements for screening these areas. Please contact Jerry Graham at Federal Way Disposal (939-9647), regarding the sizing of these areas. 13. Outdoor Activity or Stora e FWCC, Sections 22-1113 and 22-1564(b) and (d) address outdoor activity and storage areas and screening associated with these types of uses. Please refer to these sections for specific requirements. 14. Rooftop Appurtenances FWCC, Sections 22-960 and 22-1047 provide standards for screening and design requirements of rooftop appurtenances. 15. Light Standards Lighting fixtures are not allowed within landscape islands. A lighting plan showing the location of fixtures must be submitted if they are proposed within any landscape areas. Modifications to this requirement must be approved by the Department of Community Development Services and the Public Works Department. Mr. Richard D. Kramer June 9, 1995 Page 8 Please be advised that the foregoing planning comments have attempted to address all major portions of the code relating to your proposal, however, it should not be perceived as a complete checklist. Therefore, in preparing your formal application, all pertinent portions .of the city's land use code should be consulted. PUBLIC WORKS DEPARTMENT Please refer to the enclosed comments. BUILDING DIVISION No comments have been provided at this stage due to insufficient building -related information submitted. FIRE DISTRICT Please refer to the enclosed comments. LAKEHAVEN UTILITY DISTRICT Please refer to the enclosed comments. Should you have any questions, please call me at 661-4111. For questions relating to comments originating from other departments, divisions, or districts, please contact the following individuals: City of Federal Way Public Works (Storm Drainage Roads) -- Ron Garrow, Senior Development Engineer, 661-4137 Public Works (Traffic) -- Saeid Daniari, Traffic Engineer, 661-4133 Building Section -- K. C. Ellis, Lead Plans Examiner, 661-4123 Lakehaven_Utili1y District Mary Cossette, Supervisor of Technical/Support Services, 941-2288 Federal Way Fire Department Greg Berosek, Fire Marshal's Office, 946-7334 Mr. Richard D. Kramer June 9, 1995 Page 9 We look forward to receiving your formal application. Sincerely, C�� ,,a U C.Q0-J Margaret H. Clark, AICP Senior Planner enc: 1) Master Land Use Application 8) Article MV -- Environmentally Sensitive Areas 2) Handout -- Boundary Line Adjustment 9) Parking Dimensional Requirements Chart 3) Division 10 -- Manufacturing Park 10) Article XVII -- Landscaping 4) Division 7 -- Community Business 11) Public Works Department Comments 5) Handout — Process I Review 12) Fire Marshal Office Comments 6) Handout — Site Plan Review 13) Lakehaven Utility District Comments 7) Environmental Checklist 14) Pre -application Meeting Sign-up Sheet c: Federal Way Community Development Department Federal Wa Public Works Department Kathy McClung, Land Use Administrator Ron Garrow, Senior Development Engineer K.C. Ellis, Lead Plans Examiner Saeid Daniari, Traffic Engineer Jeff Pratt, Surface Water Manager Lakehaven Utility District Federal Way Fire De artmeat Mary Cossette, Supervisor of Tech/Support Services Greg Berosek, Fire Marshal's Office W & H Pacific Keith Fabing, Senior Environmental Scientist PR950027\DRCLTR KM14M &I e- 1 ,'r 1 -.4 SIGN UP SHEET -- YMAN FR BLA AND SITE PLAN REVIEW PRE 95-0027 Name Address Telephone # KRjtW6Z 190 `i 3 `O A4r-#7 Z 61- 7/1 1 WA AAR Y s56 TI s r. % 6,— S & � l - 'r� b(il r 661- Y-3 IJ G `: 3 COMMUNITY DEVELOPMENT TECHNICAL REVIEW COMMITTEE AGENDA OF: April 27, 1995 ATTN: Ms. Margaret Clark Senior Planner FROM: Lakehaven Utility District SUBJECT: Agenda Item No. 3 — Kramer BLA & Site Plan Review Preapplication Meeting with Applicant (PRE95-0027) COMMENTS: The District's comments of April 20, 1995, are still applicable (copy attached). By: Date: Mary . Cosy e Supervisor of Technical/Support Services COMMUNITY DEVELOPMENT TECHNICAL REVIEW COMMITTEE AGENDA OF: April 20, 1995 ATTN: Ms. Margaret Clark Senior Planner FROM: Lakehaven Utility District SUBJECT: Agenda Item No. 6 — Kramer BLA & Site Plan Review Preapplication Meeting with Staff (PRE95-0027) COMMENTS: General: It appears that the westerly parcel will be land —locked. Access for utilities (water) will need to be provided. Water: If additional hydrants or other fire protection system are indicated, a developer extension agreement will be required. It is likely that extension of main line facilities will be necessary to serve the westerly lot- -this, too, will require a developer extension agreement. Sewer: Sewer main will need to be extended to serve the proposed facility on the easterly lot. A developer extension agreement will be required. Owner will be required to complete an Industrial User Survey (lUS); with pretreatment requirements, if any, to be determined upon review of said IUS. NOTE: Copies of the District's facilities maps are attached for your convenience. By: Date: Z�S Mary . C sette Supervisor of Technical/Support Services o 3 -------------------------- ----- ------ ----- - ----- -- ----'` ---------�f J LAY � I r ' O � _CT 2 a0 r n 13 f � o , C.V. 111AC><1-� z .2 Li I - N I01 N 2C2' I I 2a LOT 1 ' _ 4 LOT 2 _ • aT z� LOT S 1 HaTE 4t � SRN To � `, a 7J•w12-DI s- DIk j • ' 7. orb 2-+s a ' "--e DI ` = I PCL 1 PCL 2 r PAMSONS ((( �: ROSIER , KC5 77705, AF7512110853 RrNx 2• a'D.L 6 4 PCL. �.__.�__.�...—_. - i 37' 93, PCL 3 ` ;32 25, 8-DI ~ i lC� ~ " c I PCL 2 PCL 3 KCSP 777058 AF 7812110854 . i ><- I t� i vi Li I PCL i PCL 4 SO,w_ �: rw o i a PCL 4 I x I yo f1�A 1 4 •-•_R - ,� n.1 ,cr16 - _ iC 7(fAC t S. 344TH ST. S SCALE IN 1 a �1 a D 3rCuLYCRT CrAr7 540 a >e _------------------------- -- ---- -�-- �i 0-' v J 1 rr' 0 7 a J+ i S PvC If VvC rn. Jf z 5 19 W ---------- ---- — --------- - -- 4 6 S r v LOT 1 Lo J , I LJ IJ LOT 2 -----------�- Lo CO G)' pAT.SCWS PCL t LLER PCL- 2 — �QJ R a FXx KC:SF 77705 ' AF781 110853 1V to PCL. 4 ' ' --- 6 PCL 3 'r apls Pc1. 2 PCL. 3 KCSP 777058 AF 7812110854� ; t� Li PCL 1 PCL. 4 ' �o 5 1 1i PVC PVC SPti- ro S. 344TH ST. suLr iK FEET " 0 t 0O 2C TECHNICAL REVIEW COMMERCIAL Agenda Date: April 27, 1995 Subject: Kramer/PRE95-0027 To: Community Development Review Committee From: Greg Brozek, Fire Marshal's Office WATER SUPPLIES FOR FIRE PROTECTION Fire hydrants shall be in service PRIOR to the start of combustible construction. [UFC 10.5021 Existing fire hydrants on public streets are allowed to be considered as available for the project. Existing fire hydrants on adjacent properties shall not be considered available unless fire apparatus access roads extend between properties and easements are established to prevent obstructions of such roads. [UFC Appendix III-B] A Certificate of Water Availability shall be provided indicating the fire flow available at the site. [UFC 10.4021 When any portion of the facility or building protected is in excess of 150 feet from a water supply on a public street, as measured by an approved route around the exterior of the facility or building, on site fire hydrants and mains capable of supplying the required fire flow shall be provided. [UFC 10.4011 Hydrants shall be located not more than 300 feet on center. Such distances shall be measured on the path of vehicular access. * Hydrants shall not be located closer than 50 feet to any building. * Hydrants shall not be obstructed by any structure or vegetation, nor shall the visibility of the hydrant be impaired for a distance of 50 feet in the direction of vehicular approach to the fire hydrant. * Fire hydrant locations are subject to the approval of the Fire Marshal or his/her designee. [Administrative Policy 10.0041 When exposed to vehicular damage, fire hydrants shall be suitably protected. [UFC 10.105d] FIRE DEPARTMENT ACCESS ROADWAY Plans for fire apparatus access roads shall be submitted to the fire department for review and approval prior to construction. [UFC 10.2021 During construction, an all-weather fire department access roadway is required when any portion of an exterior wall of any facility, building or portion of a building is more than 150 feet from a fire department access roadway. [UFC 10.2031 EXCEPTION: provisions for a sprinklered building. All fire department access roadways shall be constructed of an all-weather surface capable of supporting a 25 ton vehicle; the maximum roadway grade shall not exceed 12 percent. * All fire department access roadways shall have (1) a clear and unobstructed width of not less than 20 feet, (2) an overhead clearance of not less than 13 feet six inches, (3) all turns or bends shall be designed at not less than a 32 foot inside and 40 foot outside turning radius. * All fire department access roadways which have dead ends exceeding 150 feet shall be provided with a cul- de-sac at the dead end. All such cul-de-sacs shall be not less than 80 feet in diameter. [Administrative Policy 10.0061 Designated fire lanes may be required for emergency access. This may be done during the plans check or after the facility is in operation. [Federal Way City Code Chapter 15, Article IV, Division 31 When required, approved signs or other approved notices shall be provided and maintained for fire apparatus access roads to identify such roads and prohibit the obstruction thereof. [UFC 10.2061 Gated access to the complex shall meet the following conditions: A: Gates when fully opened shall not reduce the required 20 foot width of the access road. B: Locking or securing of gates shall be in a manner approved by the Fire Prevention Division. [Administrative Policy 10.0031 AUTOMATIC FIRE SUPPRESSION SYSTEMS Plans and specifications for fire alarm systems, automatic fire -extinguishing systems, standpipes and their appurtenances shall be submitted to the fire department for review and approval prior to installation. [UFC 10.5031 An automatic fire sprinkler system shall be installed in all occupancies requiring 2,000 gpm or more fire flow or where the total floor area included within the surrounding exterior walls on all floor levels, including basements, exceeds 10,000 square feet. [Federal Way City Code Chapter 8, Article II, Division 41 Area separation walls shall not be considered to separate a building to enable deletion of the required fire sprinkler system. The automatic fire sprinkler system shall be tied into the fire alarm system (last zone) in all buildings having an automatic fire detection system. Fire Department Connections shall be located at the front of the building(s) or structure(s) served; not located on the walls of the building(s) or structure(s); and shall be identified as to the type of system served. Fire Department Connections shall not be located more than 50 feet from a fire hydrant and shall be located on the same side of the road as the fire hydrant. Fire Department Connections shall be located not less than 18 inches nor more than 120 inches from the finished edge of an approved roadway or fire lane. The inlets shall be not less than 18 inches nor more than 36 inches above the finished grade. The inlets shall face the driving surface and be protected with caps. [Administrative Policy 10.0021 5 rinkler plans shall bear a Washington State Certificate of Competency stam AUTOMATIC FIRE ❑ETECTION SYSTEM An automatic fire detection system is required in all buildings exceeding 3,000 square feet gross floor area. This system shall be monitored by an approved central station and/or remote station conforming to the current requirements of the National Fire Protection Association standards and/or the Fire Marshal or his/her designee. [Federal Way City Code Chapter 8, Article II, Division 41 Plans and specifications for fire alarm systems shall be submitted for review and approval prior to system installation. [UFC 14.103(a)] Alarm -initiating devices, alarm -signaling devices and other fire alarm system components shall be diesigned and installed in accordance with Uniform Fire Code Standards 14-1 and 14-2. [UFC 14.103(b).] The fire alarm control panel shall be installed at the following location: [UFC 14.103(f).] A remote fire alarm annunciator panel(s) shall be installed at the following location(s): [UFC 14.103(f).] Fire alarm control panel and remote annunciator panel keys shall be located in a Supra lock -box to be located [UFC 14.103(f).] An approved fire alarm system shall be installed as follows: a. Group A, Divisions 1, 2 and 2.1 Occupancies shall be provided with a manual fire alarm system and either a supervised voice communication or public address system. Emergency power shall be provided for voice communication or public address systems. EXCEPTION: Group A Occupancy portions of Group E Occupancies are allowed to have alarms as required for Group E Occupancies. Activation of the manual fire alarm shall immediately initiate an approved prerecorded message announcement using an approved electrically supervised voice communication or public address system which is audible above the ambient noise level of the occupancy. EXCEPTION: When approved by the chief, the prerecorded announcement is allowed to be manually deactivated for a period of time not to exceed 3 minutes for the sole purpose of allowing a live voice announcement from an approved, constantly attended station. [UFC 14.104(b)] The fire alarm system shall be supervised by an approved central, proprietary or remote station service. [UFC 14.1051 FIRE DEPARTMENT ACCESS TO BUILDINGS Approved numbers or addresses shall be placed on all new and existing buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Said numbers shall contrast with their background. [UFC 10.3011 When access to or within a structure or area is unduly difficult because of secured openings or where immediate access is necessary for life-saving or firefighting purposes, the chief is authorized to require a key box to be installed in an accessible location. The key box shall be a type approved by the chief and shall contain keys to gain necessary access as required. [UFC 10.3021 ADDITIONAL COMMENTS: THESE COMMENTS VALID FOR 180 DAYS FROM REVIEW AND ONLY FOR THE PLANS REVIEWED. CITY OF FEDERAL WAY TECHNICAL COMMITTEE DEPARTMENT OF COMMUNITY DEVELOPMENT Date: April 12, 1995 To: Public Works Department Lakehaven Utility District 6 Fire District No. 39 �N Parks Department ✓ -4 Building Division A,9�6Wetlands Specialist CAP 5 From: Department of Community Development Project Planner: Margaret Clark, Senior Planner Phone No.: 661-4111 Please Respond by: April 20, 1995 (Internal); April 27, 1995 (Applicant) Type of Review: File No.: Project Name: Project Location: Parcel No's.: Description: Zoning: Pre -application PRE95-0027 Kramer BLA and Site Plan Review West of Pacific Highway South between S. 336th Street and S. 344th Street; Kroll Page 736E 202104-9052; 202104-9100; 202104-9051 in NE 1/4 of Section 20-21-4 A boundary line adjustment to create two parcels from three and locate a cinema with associated parking and improvements on one of the parcels. MP and BC Applicant: Richard D. Kramer, Inc. 1904 Third Avenue, Suite 710 Seattle, WA 98101 (206) 953-7119 PR950027\DRCRFL �GI�L 5 l Z E 5TA L-L MIN:MUM PARKING S;ACE AND AISLE DIMENSIONS A 9 C D E F Parting Stall Row Aisle Curb Bay Angle Width Width Width Length Width Parallel 8.00 8.00 12.00 23.00 20.00 t 8.60 16.60 11.DO 17.00 27.60 30 9.00 16.60 11.00 18.00 27.60 F ❑ 9.60 17.60 14.00 19.00 28.60 ! j 10.00 17.60 11.00 20.00 2B.60 8.60 18.60 13.60 12.00 32.00 1 , 45 9.00 19.00 13.00 12.60 32.00 -,-9.60 19.60 13.00 13.60 32.60 X. 10.00 19.60 13.00 14.00 32.60 1 IC 8.60 20.00 18.60 9.60 38.60 1 60 9.00 20.60 18_00 10.60 38.60 { ( 9.60 20.60 17.60 i1.00 38.00 10.00 20.60 17.00 11.60 37.60 i t 8.60 20.00 19.50 9.00 39.60 Metes: i:-'r'r-sions are in fee: and inc-es 7. 9.00 20.60 19.10 9.60 39.60 9.60 20.60 18.60 10.00 39.00 10.00 21.00 18.00 10.60 39.00 8.60 19.60 24.60 8.60 43.60 B0 9.00 19.60 24.00 9.00 43.60 9.60 19.60 23.60 9.60 1.3.00 10.00 19.60 23.00 10.00 42.60 8.60 18.00 25.60 8.60 43.60 90 9.00 18.00 25.00 9.00 43.00 9.60 18.00 24.60 9.60 42.60 10.00 18.00 24.00 10.00 42.00 1, CoM Opz - s57-ALis - 6,9.E CV FOOT C e55 w /0 Thl jqA/ p � FE- 1.E55 C��Et•F�l>' _ 4T av�.NAN(� Ciuov�Q cog aqc�� olc P+�IOED SlDe.w�s �fpUE ECftA-Et S pgCp 9,f. SFECT PEF--- 1015, 7 5, Z.. M l �- pc,A,t e-T QV-, LA#joSciA P(Nc,�- CRYOF PUBLIC WORKS MEMORANDUM TO: Margaret Clark FROM: Ron Garrow For Your Information DATE: April 26, 1995 SUBJECT: Kramer BLA and Cinema, PRE 95-0027 The subject site is the Wright property on which a pre -application meetings were previously held in April and August, 1993 for a proposed Brother's Golf Driving Range and a proposed F.W. Girls Softball Bingo/Ballfield, respectively. The property immediately to the south of this site has been added to the current proposal. No actions have taken place on these properties since those times and the issues addressed in the previous meetings still apply. These issues have been reiterated below. New issues have also been provided relevant to the current proposal. A Traffic Impact Analysis shall be prepared. A scoping sheet will be provided by the city's Traffic Engineer if the applicant decides to go forward with this proposal. 2. The applicant shall be required to improve Pacific Highway S. to full width standards. These improvements shall include 42.5 feet of pavement on the west side only (as measured from the centerline of the right-of-way), vertical curb and gutter, 6-foot landscape strip, 8-foot sidewalk, street trees at 30 feet on center, street lighting, and associated storm drainage improvements. All these improvements shall be provided on the west side of the centerline of the street. Approvals from the Washington State Department of Transportation for channelization will be required. Additional right-of- way dedication may be required to accommodate the necessary improvements. This street improvement requirement is a modification to the city codes. No further modifications to these requirements will be made under Section 22-1477 of the FWCC.. 3. The applicant shall design and construct storm drainage improvements in accordance with the King County Surface Water Design Manual (KCSWDM). Elements of the system which will be required shall include detention facilities, biofiltration swale, and oil/water separation. Additional facilities may be required based on the requirements of the KCSWDM. The initial submittal for site plan approval shall consist of a written narrative on the relevance to the site of the core and special requirements in the KCSWDM and a Level 1 downstream drainage analysis. 4. The storm drainage system will be required to be designed in conformance with the recommendations of the Executive Proposed Basin Plan, Hylebos Creek and Lower Puget Sound (Plan). Specifically, the system shall be sized to detain the post -developed runoff of a 100-year storm event instead of using the 24-hour storm event generally used in the KCSWDM (Basin Wide Recommendation BW-2). In lieu of providing the detention facilities and only if the Kitts Corner regional drainage facilities that are currently under design have been built, the applicant may elect to pay a pro-rata share of the cost of these facilities and utilize them for detention. This will not relieve the applicant from installing all facilities necessary to treat the runoff from the site prior to discharge from the site. 5. Driveways to the site shall be no closer that 250 feet from the intersection of Pacific Highway South and 16th Ave. S. The northerly driveway depicted on the submitted plan will need to be deleted and only the southerly driveway will be allowed. 6. The location of the on -site wetland is not depicted on the site plan. The applicant will be required to conduct a survey of the site to determine the location relative to the proposed improvements in order to establish appropriate sensetive area setbacks for development. The topographic survey of the site shall be done using KCAS datum. 7. All drawings for the development of the site shall be done on 24"x36" size paper at a scale of 1" =20'. 104/26/95 13:08 FAX 206 828 2888 W&H PACIFIC 16001 PACHC 3025-112th Avenue N.E P.O. Box C-97304 Bellevue, WA 98009-9304 FACSIMILE COVER SHEET (206) 822-534I a FAX NUMBER Date: .. File No. CC y FAX # C &� From: Subject: INI�-- Number of Pages: (including cover sheet) I you do not receive all of these pages, please contact: (206) 827-0220 Message: wp1%adn ftuheetmis (206) 827-0220 Fax (206) 822-5341 Planning a E.ngi -A-g • Surveying o Landscape Design • Environmental Services PACIFIC 3025-112th Avenue N.E. P.O. Box C-97304 Bellevue, WA 98009-9304 MEMORANDUM TO: Margaret Clark, Senior Planner, City of Federal Way FROM: Keith Fabing, Wetland Biologist, W&H Pacific �� DATE: April 26, 1995 RE: Kramer BLA and Site Plan Review JOB NO: 3-0420-0801 (1.58) APR 2 7 1SJ`5 This memo provides comments on the proposed boundary line adjustment preapplication for Parcel Nos. 202104-9052, 202104-9100, and 202104-9051 in the N.E. 1/4 of Section 20-21-4. These comments are based on a field investigation to identify the presence of wetlands on the subject property, and a field review of a wetland delineation completed for one wetland located on Parcel No. 202104-9051. The subject property is located in the Kitts Corner area west of Pacific Highway S. between S. 336th Street and S. 344th Street. The combined area of the three parcels is 11.75 acres. The proposed boundary line adjustment will create two parcels from three. The proposed boundary line adjustment is being completed in support of a cinema development proposal with associated parking and improvements on the proposed east parcel. The proposed west parcel is 4.0 acres, and the proposed east parcel adjacent to Pacific Highway S. is 7.75 acres is size. A field investigation was conducted on April 25, 1995 to determine the presence of wetlands within the subject parcels. The National Wetland Inventory indicates a palustrine aquatic bed permanently flooded wetland immediately north of the study area, and a palustrine open water permanently flooded wetland in the central portion of Parcel No. 202104-9051. Both of these wetlands are associated with a tributary of Hylebos Creek which runs north to south within of the study area. The subject property is characterized by an extensive fill area located in the eastern portion of Parcel No. 202104-9051. The western boundary of the fill area results in an abrupt slope descending towards the wetland and other unfilled upland areas. The WH10 tributary of Hylebos Creek converges with Hylebos Creek in the wetland located north of the subject property, then flows toward the wetland located west of the fill area. Flows exit the wetland via a ditch, which is densely vegetated by red alder. Sheldon & Associates prepared the "Kits Corner Wetlands Assessment" for the City of Federal Way, Surface Water Management, dated February 8, 1995. This report described the delineated wetland in Parcel No. 202104-9051 as "Wetland 2A - The Wright Wetland." An inspection of the wetland confirmed the delineated wetland boundaries. This wetland is separated from the Hylebos Creek tributary channel by a created berm. Wetland vegetation is dominated by a reed canary grass and a (206) 827-0220 Fax (206) 822-5341 Planning • Engineering • Surveying • Landscape Design • Environmental Services Kramer BLA and Site Plan Review Memo April 26, 1995 Page 2 cattail marsh, with a willow shrub community establishing around the perimeter. The wetland collects water from precipitation and from stormwater directed into the wetland from the fill zone to the east. The proposed cinema development on the fill area could disrupt and contaminate surface hydrologic inflow to this wetland. Mitigation measures can be evaluated at the time the development proposal is submitted for review to insure that these issues are adequately addressed. The field investigation identified wetland areas located within the fill area on Parcel No. 202104-9051. Ponded conditions were observed in the central and northeastern portions of the fill area which supported black cottonwood saplings (Populus balsa»ufera), white clover (Trifolium repens), and soft rush (Juncus effusus). These areas are indicated on the enclosed Figure as the shaded areas. Ponded conditions appear to be the result of surface water accumulation. Section 22-1356 of the Federal Way City Code requires the applicant to submit a wetland report prepared by a qualified professional approved by the city, that includes the following information. 1) An evaluation of the area in question based on the definitions in "Division 7 - Regulated Wetlands" of the Federal Way City Code. 2) An overview of the methodology used to conduct the study. 3) A description of the wetland, including a map identifying the edge of the wetland and plant communities and detailed description of the method used to identify the wetland edge. 4) The wetland classification (U.S. Fish and Wildlife Service, "Classification of Wetland and Deep Water Habitats in the U.S. ") 5) A list of observed plant and wildlife species, using both scientific and common names, and a description of their relative abundance. 6) A list of potential plant or animal species based on signs or other observation. 7) An evaluation and assessment of the existing or potential functions and values of the wetland based on the following factors: - surface water control. - wildlife habitat. - pollution and erosion control. groundwater exchange. - open space and aesthetic contrast. Kramer BLA and Site Plan Review Memo April 26, 1995 Page 3 recreation, educational and cultural opportunities. The delineated wetland boundaries identified by Sheldon & Associates for "Wetland 2A" can be utilized in support of the wetland delineation report submittal requirements. The director of community development shall use this information to determine if the areas are regulated wetlands and, if so, the precise boundaries of those regulated wetlands. The setback area from a regulated wetland is all land within 100 feet in every direction upland from the edge of the regulated wetland (Code Section 22-1357). Any alteration within a regulated wetland must be authorized by the City Council through Process III (Code Section 22-1358(d)). All applicable sections of "Division 7" of the Federal Way City Code will apply to potential development adjacent to regulated wetlands. If you have any questions, please call me at 828-2883. 04200801\KRAMER.mem O S 4 ACRES + 2021049100 f ;0210 905 �49004 I L/ et2021049051 �l 2731 ;06.4 306. x 7.75 ACRES x 3056 X 3085 x 29c'.9 x 20210490 _ 309.2 x B6 3 306.3 x 306.4 x 308-2 x 310.6 x �as.e x 307 Tr Li 1"=11 T�� �^--� T 3�530~475i'WJAY '&Ct1,171ti M e.yor M r�ry dwt Ci[y ivfwn ar Kenneth E. N'ylaorg 'TO: I NUMi3�.? OF PAGES <Iltcllstiin Marrio Shet:t� FROM: OFF1CF RUE: - IP tlta rr. a.ca oY -40 laroUlE00 amr d•�ring this �Ca an pleana tawl[ L-40nd M8r far C2063 661-4000 FEaC-R^L WAY. OMA 98003-621 O C ou nail Ma mbGrA Iaalc Dnvoy Hops Hlder Ron Glntz Mahlon ^S1clp^ PHa®c Ray 'Tomlinaora Phlllp Wwt:clnm �zvrarrrr��c., nz��a���v� _-- FAX TRANSMISSION REPORT THIS DOCUMENT (REDUCED SAMPLE ABOVE) WAS SENT * COUNT # 2 *** SEND *** NO REMOTE STATION I.D. START TIME DURATION #PAGES COMMENT 1 8225341 4-26--95 8:33 1'49" 2 TOTAL 0:01'49" 2 XEROX TELECOPIER 7020 JCIT�YOFC- 0 33530 l'ST WAY SOUTH Mayer Mary Gates City Manager Kenneth E. Nyberg (206) 661-4000 FEDERAL WAY, WA 98003-6210 Council Members Jack Dovey Hope Elder Ron Gintz Mahlon "Skip" Priest Ray Tomlinson Philip Watkins FAX TRANSMITTAL MEMORANDUM TO: Y.% P- T' Fab' ►^ DATE: 41`{ Y i 0{ bclk FAX #: q t— I—rlct'Ie -- -8,2 �) — S 341 NUMBER OF PAGES (Including Memo Sheet) FROM: OFFICE OF:w.uwL�t''st-Q"��^e''"`cst� RE: CYotmey 'p2yx If there are any problems during this transmission, please call 661-4000 and ask for U ol ©E Hinos AVMHOIH OIAIOd.d KING COUNTY FIRE PROTECTION DISTRICT NO. 39 FEDERAL WAY FIRE DEPARTMENT 31617 • 1 ST AVENUE SO. FEDERAL WAY. WASHINGTON 98003 April 20, 1995 Margaret Clark, Senior Planner Development Review Committee City of Federal Way Kramer BLA The Fire Marshal's Office has no comments regarding the Boundary Line Adjustment. Respectfully submitted, Patrick D. Kettenring Fire Marshal's Office Business Phones: Seattle 206-839-6234 Tacoma 206-927-3118 FAX: 206-946-2086 COMMUNITY DEVELOPMENT TECHNICAL REVIEW COMMITTEE AGENDA OF: April 20, 1995 ATTN: Ms. Margaret Clark Senior Planner FROM: Lakehaven Utility District SUBJECT: Agenda Item No. 6 — Kramer BLA & Site Plan Review Preapplication Meeting with Staff (PRE95-0027) COMMENTS: General: It appears that the westerly parcel will be land —locked. Access for utilities (water) will need to be provided. Water: If additional hydrants or other fire protection system are indicated, a developer extension agreement will be required. It is likely that extension of main line facilities will be necessary to serve the westerly lot- -this, too, will require a developer extension agreement. Sewer: Sewer main will need to be extended to serve the proposed facility on the easterly lot. A developer extension agreement will be required. Owner will be required to complete an Industrial User Survey (IUS); with pretreatment requirements, if any, to be determined upon review of said IUS. NOTE: Copies of the District's facilities maps are attached for your convenience. By; Date: Mar E. ossette Supervisor of Technical/Support Services 29' a f m [TO LAY � f t LOT 2 f r 1 13 1 23 G.V. SHACKLED ; TO TEE yy Z }} 3 f r O 42 = W 2O2' 1a r aor w LOT 1 LOT 2 r ' LOT 3 • f HOTS: �ti BURIED % (DfTEc10 , ;+ CHECK HALVE} CHECK 77 1Z'Dt 0 6s -rDI �A PCL , PCL 2 PATTISONS KCS 55' !l D.I. 77705 ' AF78121 10853 Q4: POLM PINK , E' 2 ® 2' D.I. PCL 3 PCL 4 0 6 Saco- 63 .' ' �'�---^^.--'----'- t p 37• 17 ! 1 az • ' 25eD.I. 3 KCSP 777058 AF 78121 10854 o _ c } f v) PCL 2 PCL 'f� �, i i f I I 4 PCL , PCL 4 JD-V-Lj Y--4S `rs F' Q P[t O 11 fi9 o -,56 x6 exa I Nl A I F1 CrAC 6�d 311 14 Qo ,rAc 30 for c T[ F D u- ,r,C S. 344TH ST. g SCALE IN F S. 344TH ST. 520 Ln a b b • � r 519 �!1 O r ! �O a j LOT 1 I LOT 2 5� 1 ! to o �,l PCL 1 PCL 2 L) KCSF 77705 AF781 110853 © PCL 4 PCL 3 B I PCL z PCL 3 KCSP 777058 AF 7812110854 PCL 1 PCL 4 PCL 4 PA'('CISONS ROLLER PINK 1 ♦2 = FQ N w Q H 517 j 0 SO ® eA:t,E s sCLLE IN FEET a tau tot J-12 PROJECT NAME PRL DEVELOPMENT INFORMATION FEDERAL WAY BUILDING SECTION 661-4118 OCCUPANCY TYPE CONSTRUCTION zv1. Submit with completed application for permit, seven complete sets of plans of _24"x36" maximum dimension (include architectural, structural, electrical, drainage, utilities, and landscaping). Provide three each 8'/z"xll" and three full size site plans for addressing multiple building sites. = 42. At submittal provide two sets of structural calculations prepared by a professional engineer, registered in the State of Washington. -ev3. At submittal provide two copies of soil investigations and reports, as specified in Chapter 29 of the Uniform Building Code. " 4. At submittal provide two sets of energy code calculations, including lighting budget. Washington State Energy Code (1991). Non -Residential Energy Code (NREC) effective April 1, 1994. 5. Provide two copies of King County Health Department approved drawings&6LtC,P5S(dt't S/g1t -F 6. At the time of submittal, those regulations which are currently in effect shall be applicable to all project plans and specifications. The City of Federal Way has curr ntly adopted all Uniform Codes, 1991 editions. 7. Washington State Disability Standards apply (WAC 51-20). 8. Special inspection by an approved testing laboratory is required for site welding, high -strength bolting, piling operations, sprayed -on fireproofing, structural masonry, and cast -in -place concrete. Include testing lab selection and personnel credentials with building permit submittal for Building Section approval prior to construction (must be WABO certified agency and inspectors on January 1, 1994). 9. Separate permits are required for demolition, signs, rack storage, rockeries, etc., refer to Washington State Department of L & I for electrical permits. Plumbing and mechanical should be included on t e main ap lication for per its, described in A above. Gr a �Q CG{ L � . f � 10. Revisions to submitted drawings wHf be subject/ to additional plan review fees, if on larger sheets than 8WIX11". L-� �?-V�td 11. Minimum estimated fireflow (gpm) � A � �d 0 tf S � it C-cf ej 12. Provide TWO FULL SIZE SITE PLANS APPROVED BY THE FERAL WAY POSTMASTER; showing approved locations, when installing gang -type mail boxes. 13. No building or portion of a building shall be occupied or used for storage prior to the issuance of the CERTIFICATE OF OCCUPANCY. 14. No work shall start prior to the issuance of the permit. 15. Other: Need �Aeav- o vvo � d-w K:f=t-- q 5 PREPARED BY DATE rot/ kv OUMA(A- Id (`a PA. P"EDEV.FRm TECHNICAL REVIEW COMMERCIAL Agenda Date: April 20, 1995 Subject: Kramer BLA and SPR (Cinema) To: Community Development Review Committee From: Pat Kettenring, Fire Marshal's Office WATER SUPPLIES FOR FIRE PROTECTION Fire hydrants shall be in service PRIOR to the start of combustible construction. [UFC 10.5021 Existing fire hydrants on public streets are allowed to be considered as available for the project. Existing fire hydrants on adjacent properties shall not be considered available unless fire apparatus access roads extend between properties and easements are established to prevent obstructions of such roads. [UFC Appendix III-B] A Certificate of Water Availability shall be provided indicating the fire flow available at the site. [UFC 10.4021 When any portion of the facility or building protected is in excess of 150 feet from a water supply on a public street, as measured by an approved route around the exterior of the facility or building, on site fire hydrants and mains capable of supplying the required fire flow shall be provided. [UFC 10.4011 Hydrants shall be located not more than 300 feet on center. Such distances shall be measured on the path of vehicular access. * Hydrants shall not be located closer than 50 feet to any building. * Hydrants shall not be obstructed by any structure or vegetation, nor shall the visibility of the hydrant be impaired for a distance of 50 feet in the direction of vehicular approach to the fire hydrant. * Fire hydrant locations are subject to the approval of the Fire Marshal or his/her designee. [Administrative Policy 10.0041 When exposed to vehicular damage, fire hydrants shall be suitably protected. [UFC 10.105d] The required fire flow for the building / site is gallons per minute (gpm) at pounds per square inch (psi) residual pressure. [UFC 10.4021 FIRE DEPARTMENT ACCESS ROADWAY Plans for fire apparatus access roads shall be submitted to the fire department for review and approval prior to construction. [UFC 10.2021 During construction, an all-weather fire department access roadway is required when any portion of an exterior wall of any facility, building or portion of a building is more than 150 feet from a fire department access roadway. [UFC 10.2031 EXCEPTION: provisions for a sprinklered building. All fire department access roadways shall be constructed of an all-weather surface capable of supporting a 25 ton vehicle; the maximum roadway grade shall not exceed 12 percent. * All fire department access roadways shall have (1) a clear and unobstructed width of not less than 20 feet, (2) an overhead clearance of not less than 13 feet six inches, (3) all turns or bends shall be designed at not less than a 32 foot inside and 40 foot outside turning radius. * All fire department access roadways which have dead ends exceeding 150 feet shall be provided with a cul- de-sac at the dead end. All such cul-de-sacs shall be not less than 80 feet in diameter. [Administrative Policy 10.0061 Designated fire lanes may be required for emergency access. This may be done during the plans check or after the facility is in operation. [Federal Way City Code Chapter 15, Article IV, Division 31 When required, approved signs or other approved notices shall be provided and maintained for fire apparatus access roads to identify such roads and prohibit the obstruction thereof. [UFC 10.2061 AUTOMATIC FIRE SUPPRESSION SYSTEMS Plans and specifications for fire alarm systems, automatic fire -extinguishing systems, standpipes and their appurtenances shall be submitted to the fire department for review and approval prior to installation. [UFC 10.5031 An automatic fire sprinkler system shall be installed in all occupancies requiring 2,000 gpm or more fire flow or where the total floor area included within the surrounding exterior walls on all floor levels, including basements, exceeds 10,000 square feet. [Federal Way City Code Chapter 8, Article II, Division 41 Area separation walls shall not be considered to separate a building to enable deletion of the required fire sprinkler system. The automatic fire sprinkler system shall be tied into the fire alarm system (last zone) in all buildings having an automatic fire detection system. Fire Department Connections shall be located at the front of the building(s) or structure(s) served; not located on the walls of the building(s) or structure(s); and shall be identified as to the type of system served. Fire Department Connections shall not be located more than 50 feet from a fire hydrant and shall be located on the same side of the road as the fire hydrant. Fire Department Connections shall be located not less than 18 inches nor more than 120 inches from the finished edge of an approved roadway or fire lane. The inlets shall be not less than 18 inches nor more than 36 inches above the finished grade. The inlets shall face the driving surface and be protected with caps. [Administrative Policy 10.0021 Sprinkler plans shall bear a Washington State Certificate of Competency stam AUTOMATIC FIRE ❑ETECTION SYSTEM An automatic fire detection system is required in all buildings exceeding 3,000 square feet gross floor area. This system shall be monitored by an approved central station and/or remote station conforming to the current requirements of the National Fire Protection Association standards and/or the Fire Marshal or his/her designee. [Federal Way City Code Chapter 8, Article II, Division 41 Plans and specifications for fire alarm systems shall be submitted for review and approval prior to system installation. [UFC 14.103(a)] Alarm -initiating devices, alarm -signaling devices and other fire alarm system components shall be diesigned and installed in accordance with Uniform Fire Code Standards 14-1 and 14-2. [UFC 14.103(b).] An approved fire alarm system shall be installed as follows: a. Group A, Divisions 1, 2 and 2.1 Occupancies shall be provided with a manual fire alarm system and either a supervised voice communication or public address system. Emergency power shall be provided for voice communication or public address systems. EXCEPTION: Group A Occupancy portions of Group E Occupancies are allowed to have alarms as required for Group E Occupancies. Activation of the manual fire alarm shall immediately initiate an approved prerecorded message announcement using an approved electrically supervised voice communication or public address system which is audible above the ambient noise level of the occupancy. EXCEPTION: When approved by the chief, the prerecorded announcement is allowed to be manually deactivated for a period of time not to exceed 3 minutes for the sole purpose of allowing a live voice announcement from an approved, constantly attended station. [UFC 14.104(b)] The fire alarm system shall be supervised by an approved central, proprietary or remote station service. [UFC 14.1051 FIRE DEPARTMENT ACCESS TO BUILDINGS Approved numbers or addresses shall be placed on all new and existing buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Said numbers shall contrast with their background. [UFC 10.3011 When access to or within a structure or area is unduly difficult because of secured openings or where immediate access is necessary for life-saving or firefighting purposes, the chief is authorized to require a key box to be installed in an accessible location. The key box shall be a type approved by the chief and shall contain keys to gain necessary access as required. [UFC 10.3021 ADDITIONAL COMMENTS: THESE COMMENTS VALID FOR 180 DAYS FROM REVIEW AND ONLY FOR THE PLANS REVIEWED. CITY OF FEDERATE WAY TECHNICAL COMMITTEE DEPARTMENT OF COMMUNITY DEVELOPMENT Date: April 12, 1995 To: Public Works Department Lakehaven Utility District Fire District No. 39 Parks Department Building Division Wetlands Specialist From: Department of Community Development Project Planner: Margaret Clark, Senior Planner Phone No.: 661-4111 Please Respond by: April 20, 1995 (Internal); April27, 1995 (Applicant) Type of Review: Pre -application File No.: PRE95-0027 Project Name: Kramer BLA and Site Plan Review Project Location: West of Pacific Highway South between S. 336th Street and S. 344th Street; Kroll Page 736E Parcel No's.: 202104-9052; 202104-9100; 202104-9051 in NE 1/4 of Section 20-21-4 Description: A boundary line adjustment to create two parcels from three and locate a cinema with associated parking and improvements on one of the parcels. Zoning: MP and BC Applicant: Richard D. Kramer, Inc. 1904 Third Avenue, Suite 710 Seattle, WA 98101 (206) 953-7119 PR950027\DRCRFL S[T1VIMARY SHEET File#: PRE95-0027 Cross References: None in Permit Plan Project Name: Kramer BLA and Site Plan Review Address: West of Pacific Highway South between S. 336th Street and S. 344th Street; Kroll Page 736E Parcel Number: 202104-9052; 202104-9100; 202104-9051 Section, Township & Range: NE 1/4 of Section 20-21-4 Zoning: MP and BC Project Description: A boundary line adjustment to create two parcels from three and locate a cinema with associated parking and improvements on one of the parcels. Applicant: Richard D. Kramer, Inc. 1904 Third Avenue, Suite 710 Seattle, WA 98101 (206) 953-7119 PR950027\STTUSSHT MASTE' -1LAND USE APPLICATION �O DEPARTMENT OF COMMUNITY DEVELOPMENT NP33530 Ist Way South ♦ Fc&rd Way, WA 98003 APPLICATION NO. feCq��ppAPR 0 51995 Date ' /_ i" 9_5�_ CITBUILDING DEPWAY Agent Name of Applicant_r^'C • Owner Address Signature / 90y THl" Avrnr0E- 9S5--7//1 Owner Name/Address � Phone (?S 3 -7// 9 (if different than applicant) Property Location `SOD PGiCiiC tt1 Kroll 12 Zone m P r A3 C Legal Description �t faK 1d N U"t�rs . Project Description 1 Parcel Number(s) ,OZI6H-7VSZ,�02/o6, `Zoz/a gas/ Type of Permit Required: SEPA Notice Sign Checklist Mailed Board Site Plan Review R R Land Surface Modification R R Boundary Line Adjustment Binding Site Plan R R R Short Subdivision Subdivision R R R Shoreline R R Variance R R R Conditional Use R R R Use - Process I R R Use - Process II R R R Use - Process III R R R Quasi -Judicial Rezone R R R Variance R* R R Comp. Plan/Rezone R R Annexation R R Lot Line Elimination *Pre -Application Meeting R = Required * = Optional by City MNQ49100 f ilf 306.: r � x .e20c1049051 7.75 ACRES 273-1 f�p��• a �f x 309.fi x �M �7 APJW " -cas 307 x 292.9 x \2Q210A 90 309.2 BIT f 306.3 % x 306.2 3Ig8 x x !86.3 x 306.E dU<<, 0.91E 2 �16 at l TOM � . m X a x L�[640Z�U� s'rtE �-a�E x x ' SBtS K �'oEE � x £'TLE x X S'LO£ x x 'sae x EVE 9'il E •cas x _o e•ea� ;� !U 9-Sc e K DEPARTMENT OF THE ARMY SEATTLE DISTRICT. CORPS OF ENGINEERS P.O. BOX 3755 SEATTLE, WASHINGTON 98124-2255 REPLY TO ATTENTION OF AUG 0 61991 Regulatory Branch Mr. Robert Wright 34839 Pacific Highway South Federal Way, Washington 98003 Reference: Wright, Robert OYB-4-014843 Dear Mr. Wright: As indicated in our previous conversations with your agent, Mr. Kramer, the waterbody to be filled, located west of the existing berm, is subject to Army Corps of Engineers jurisdiction under Section 404 of the Clean Water Act. Based on a review of the consultant's reports you submitted to us, study of aerial photos, and field inspections, we have determined the fill is authorized by a general permit, provided the enclosed conditions can be met. Further, we have determined that the pond and low area with wetland vegetation which lie east of the berm to the toe of the existing fill were built in uplands as a sediment detention area, do not meet current Federal wetland criteria, and are not waters of the United States. Since wetlands are dynamic ecosystems highly subject to change and Federal regulations are also subject to change, this determination may be considered valid for only 3 years. (The existing fill was placed on uplands after Corps authorization in 1986.) The regulations governing fill in wetlands with which we administer Section 404 of the Clean Water Act include several nationwide permits. Each nationwide permit authorizes an entire category of work provided certain conditions are met. Nationwide Permit 26 (33 CFR 330.5 (a)(26)) allows the discharge of fill material into waters or wetlands that are isolated or located above a streams' headwaters, if less than 1 acre is subject to loss or substantial adverse modification. The work appears to meet the above criteria for authorization by Nationwide Permit 26. Provided the enclosed conditions are also met (enclosure 1), you will need no further authorization from us for your project. This verification will be valid until the nationwide permit is modified, reissued, or revoked. All the nationwide permits are scheduled to be modified, reissued, or revoked prior to November 13, 1991. It is incumbent upon you to remain informed of changes to the nationwide permits. We will issue a public notice announcing the changes when they occur. Furthermore, if you commence or are under contract to commence this activity before the date the nationwide permit is modified or revoked, you will have 12 months from the date of the modification or revocation to complete the activity under the present terms and conditions of this nationwide permit. You still rust comply with any local, State and Federal requirements pertaining to your project. If you have any questions, please contact Ann Uhrich, telephone (206) 764-3495. Sincerely, Ann R. Uhrich Chief, Environmental and Processing Section Enclosure Copy furnished: Mr. Richard Kramer 3726 219th SE Issaquah, WA. 98027 mo,fz-L 15 I Q 4v C9 �` cx `� q, a-� GOa-a-. R � el. �' h nn b �i�.Q �.r ►+^� � fT�" �"'7 �� It GLL+� � _�y�^ c d'�C�'`°� j r i v P� 01r26/55 10:37 GRUBB .* ELLIS -} 2066614129 FAX TRANSMISSION Campany L. �1`YTime i Fax Number �f ,�,r � # o� Pa os (inaEudin cover) Notes If you have any problems in transmittal, please notify Grubb &Ellis at (206) 623-8901 GrubbdMhs Commercial Real Estate Services One Union Square 600 University, Suite 1800 Seattle, Washington..' 98101.3117 (206) 623-0901 Fax (206) 682-2942 l�9 0i/26�95 10:37 GRUBB * ELLIS -> 20GG614i29 l _ 1 t+'v� 1 iVA�� "1 rcf I Ic/c/c'I c/c/c V I 902 01f26.-95 10:38 GRUBB;* ELLIS ; 20GGGi4i29 dwww r �..r�� T� r-l- 3 l o .. d S c�.� (k ul ,� 7 17 7ill w 9-1 S7 GcecI0 /c'.0 C c' c Cr0, C IC PROPOSED CINEMA FACILITY yp� r �as�.rti S. '� P03 k.� CL C.} ICL� r IQ-JL cam . , So ` r i" 1 i 0 a' it J JCIT�YOF 33530 1ST WAY SOUTH January 12, 1995 Mr. Richard Kramer Retail Properties Division, Grubb & Ellis 600 University One Union Square, Suite 1800 Seattle, WA 98101-3117 (206) 661-4000 FEDERAL WAY, WA 98003-6210 RE: Development Potential of Wright and Steincipher Properties Dear Mr. Kramer: Thank you for faxing me the proposed boundary line adjustment for the following parcels: 1) Wright property -- Parcel #2021049051, approximately 8.84 acres located in the Manufacturing Park (MP) zone. 2) Steincipher properties (a) Parcel #2021049100, approximately 0.85 acres located in the Manufacturing Park (MP) zone. (b) Parcel# 2021049052, approximately 2.67 acres. This parcel has both MP and Community Business (BC) zoning with a little less than half zoned BC. You are proposing a boundary line adjustment which would result in an approximate four acre parcel in the western portion and an approximate 7.75 acre parcel in the eastern portion, starting with three parcels and ending up with two. The source of parcel sizes referenced above are from the assessor's maps. Based on our conversation, you are using information from a boundary survey which we do not have a copy of, therefore, your acreage does not coincide with the assessor's information. The city is interested in constructing a regional storm drainage facility in this area. In order for them to do so, they would have to obtain approximately 4.38 acres out of the total 8.84 acres owned by Mr. Wright. They would also need to acquire Parcel #2021049100, approximately 0.85 acres in size and approximately 0.55 acres out of the 2.67 acre Steincipher property (Parcel# 2021049052). Mr. Richard Kramer January 12, 1995 Page 2 As you are aware, the majority of uses within the MP zone requires a five -acre minimum lot size, which would preclude the subdivision of less than ten acres, such as the Wright property, into two lots. The exception to this requirement are public transit center, public utility, government facility, public parks, and hotels/motels. A storm drainage detention facility constructed by the city is considered to be a government facility, and therefore is allowed on less than five acres. In order to meet the minimum lot size requirements, you are proposing that the remaining lot adjacent to Pacific Highway South be approximately 7.25 acres in size. Such a configuration would conform to the zoning in this area. Your other question pertained to a location of a cinema on the BC zoned portion of Parcel #2021049052 with the associated parking to be located in the MP zoned portion of said parcel. A cinema would be allowed in the BC zone under Retail Establishment providing entertainment, recreational, or cultural activities. Cinemas are not allowed in the MP zone. However, since this particular parcel is one tax lot under one ownership with split zoning, the parking would be allowed in the MP portion as an accessory use to the cinema. Please be aware that this response is based upon the presumption that the creation of a lot less than five acres in size is for the purpose of locating a government facility. Further, your proposal was looked at only as to whether the boundary line adjustment as proposed would meet the minimum size requirements of the MP zoning district and whether parking for a cinema located in the BC zone could be located on the adjacent MP zone. Should you have any further questions, please call me at 661-4111. Sincerely r.rn fit. c.�a,.k Margaret H . Clark, AICP Senior Planner c: City of Federal Way Kathy McClung, Land Use Administrator Cary Roe, Public Works Director Jeff Pratt, Surface Water Management Project Engineer Ron Garrow, Senior Development Engineer WRIGHrWRAMER.RS2 2021049101 L In a W bJ tEJ VF to fu tD 4� x ■�- m 01/11/95 09:53 GRUBB * ELLIS � 2066614123 0 FAX TRANSMISSION To rnrnnanv C CIA Time w ,. Fax Number --64Z � 9 0i Pages (ind -diriz cover) Notes 4 ANN - LS ? --2Y4z V If you have any problems in transmittal, please notify Grubb & Ellis at (206) 623-8901 3IrubbrMia Commercial Real Estate Services one Unlon Square 600 Unlverslty, Stolle 1800 Seattle, Washington 981021-3117 (ZO6) 6.23-8901 FaX (2o6) 582-2942 4. _ 01-09-95 12,21PM FROM G&E�SEATTLEJA TO 6614129 FAX TRANSMISSION Company C D� ��'�� Z— W4 Time Fax Number • From 4 � Notes 9112 tNIME� # of e ^ovaay If you have any problems in transmittal, please notify Grubb & Ellis at (206) 623-8901 Commercial Real Estate Services 9 One Union Square 600 University, Suite 1800 Seattle, Washington 98101-3117 (2061623-8901 Fax (206} 682-2942 A p4F-e!-8 re a ko uts FACILITY -PROPERTY ACQUISITI01 WH08, 10, 11 REGIONAL STC� Parcel Totals CURRENT TOTALS Scale Owner Parcel No. Factor Area Buffer/Sensitive Area Sensitive Merlino 202104-9001 0.9539 386,380 256,097 61,026 Knight 202104-9004 1.0070 193,405 37,760 3,424 TSteincipher 202104-9052 0.9261 116,305 23,977 3,167 4 Wright 202104-9051 1.1291 385,070 131,549 30,110 Schaadt 202104-9070 0.9682 729,630 324,146 69,481 Chase 202104-9072 1.0859 337,590 86,444 7,734 -Steincipher 202104-9100 0.9745 37,025 11,480 0 Stranick 212104-9026 0.9808 74,074 29,789 1,678 Stranick 212104-9067 0.8444 87,120 37,808 3,770 Stranick 212104-9069 0.9922 218,235 217,878 179,254 Stranick 212104-9084 0.9993 58,520 36,802 11,549 Wu 797820-0070 0.9729 112,593 92,118 15,087 PROPOSED TAKES Scale Total Buffer/Sensitive Area Sensitive Owner Parcel No. Factor Merlino 202104-9001 0.9539 128,865 128,865 50,687 Knight 202104-9004 1.0070 90,084 37,762 3,424 - Steincipher 202104-9052 0.9261 23,977 0-5< 23,977 3,167 ----VVdght 202104-9051 1.129t 190,9671\.3SK- 103,548 30,110 Schaadt 202104-9070 0.9682 215,947 215,947 64,829 Chase 202104-9072 1.0859 86,444 86,444 7,734 -Steincipher 202104-9100 0.9745 37,025 11,480 0 Stranick 212104-9026 0.9808 26,139 26,139 1,678 Stranick 212104-9067 0.8444 12,349 12,349 3,770 Stranick 212104-9069 0.9922 218,235 218,235 179,254 Stranick 212104-9084 0.9993 27,575 27,575 11,549 wI 1 797820-0070 0.9729 61,034 61,034 15,087 r VICINITY MAP DING COUNTY GRADING PERMIT #2752-60 . r�l�20-21-4 W-1 21 -21 z h^ °r m _.—.—.—.—.336TH— — — — ——•ST:------ ------------ vs , Federal Way Investmenis i 1140Ac. North,vesicra Mcrlage Inv C O (D.• zl 9 crp 1 'tents - i -O 1 ws+, ro rr JO 7 Federal Way Investments 49 O ) x 5.0 Ac. s 9.29Ac. 9.5Ac. 69 2 O7p lio s I r] wo 4d57• W u {a] a i31 _ JS Gene Merlmo 6.87Ac. 'R ' ❑Ili o ...r. �.� �,� i , r� I as, a (2) L S P 281074 I I,s 7.33OAc. 14 4l A C. 42 )V J Chase & J H MacLeod I' r (2) Ralph D Jones I anF llriel:Ipl- LS Ac. As n 1nc EN 7.75Ac. $ Ih_1nlUn F Mduw z ti y ' 7z B0 I 106 Ac . 1 T.• pic Asr� luc S.P. Sa9S0209 1 ~ 444Ac. his M Strong x Ila 70. 9 SIT 14 i 13 1 ) a ''S S` -S-S M1 ! �- ... --a°-! ' - �•1e .. ,ss .-1-- Ise._..-�.J Sr „+°U ,. s S. 341st Pl j i.61 Ac. Sam�e [31 N zz y w .e NI - 0-fir As.L3 5z �. a 111 a 2 mil. 1 x SP5a2055 l21` W QUO >-----�rQ �� e 3.t5As. A' L','Per a --- -- C W R Pallison S.P. 777057 r 'eU; L Fcr;mi 34 01 Ac. 14 0 ((DD 5.0 Ac. P a7 0a6 •• 3 R D-�639 ' _ _ - 3.13 Ac. I r v 4) (2) (3) 14) j s 177705e =2s5 ss (.IP1— 1-CCC a Il. a Hunlmg.un RdtScr C5 - i �c• - Sc;ma fawcr 8 Light Co' aaxsxz, u ' - ■sr a: - b° 3t0 I Y Z444`1THss ST I74 '°�'° iir; ,xi s a76052 4 ti �,: • YAM 1 n. r' I --o ac cv dQ J-u 'v eI x � f 2 900a �• �p 20c lfl 269.9 two 202049100 - ' y 5< 20210 ti t 306. x 308.8 J �f x 051 307.5 308.5 x 2.� r;2n;2490 �, r.•: �� `fir---�� �^-� \�- %%� "'ll/ 306.3 X 308.2 x 306.a x /I 310-? 309.2 x 310.8 x V32 311.8 x 311-6 x � 316.x 21049119 3113 1-1 x 3M 3162 I x 318.5 x 3145 2021049,37 3c x + �� ap x 315 2 316.0 t. x +� O 3 . r W VS rl 0 3C w 2t' 104 910D �n r 2 '300 306. 273.1 41F 4 69.9 x ,� I 1 d ZD 490_ i I 307.5 x 3d�s.6 x 3D8S x 309.2 x 311.8 J x j 37. 308.® 0 1 x 3 0r•2 a 311.E � x 17 S N x 1049119 3113 '317. x 3 x1 ) xIng 314.9 32 316.2 x x 7 z 3185 308.2 310.E x x x x x 314_5 2021049137 66.3 306.4 x � � 316.0 /lL x En 9 x f f � Y7, f 4� 202ID4 x � i V%4 Qc) zsz.� x 2P-1049100 a8210490 20210 905 x 95.3 1 346.4 x men v T VICAITY MAP DING COUNTY GRADING PERMIT #2752-60 j � I `�i +`� ) E- 2D-21-4+ YY W2 - 21-21-4 a Federal Way inveslmenls 1 " "6• , 37 ~ 8.40Ac. 09 �. 0 No11hneslcra Mcrlage Inv Cerp Tents ' 34 Ww 4 w 37 7 Federni Way Inves;omnls O 49 i O ru» of '.0 Ac. 9.29 Ac. L 69 2 S.SAe. O 70 I'll ! W + 5131 W [41 I3i iS Gene Merlwo 8.87 Ac. ❑ I11 R O J7 I r r 1]d d (2) u. S P 261074 N 7.33 Ac. 016 �s 0.76 AC. 47 I4 J Chase & J H MacLeod , (2) Ralph D Jones I 11 F 6'rfeiupl•� 7.75Ac. As}:I lnc, I;L_1nI0n F McEIroy I.5 Ac. , a ro6Rc 1 ti T•" I've Ass.. hic S.P. 56950209 _ 7 4.44Ac Iris M Slrong 16 r I) 0 A - ]e• y [�T uo :� -1:y]- � rate Islay l71 y, it I -15 1 I^�9�q' j !3 I 12 �Y lJ S'- N ' S S� Al -S_-5 .I� I 4�, _ ' S. 341st PI- . Samde i ' 2.6] c. // 6 r `0.8 r. r �l'i In 2 s.P. 592096 3.75Ar. AN M. lrr- Q C W R Pallison r I� e-5901=.{L,Q+ ba + I S.Pr7705r rre[eo �V i. j :'uy C �cr;rl s4P (2) l3) (4) - U 7.01Ac. = l4 cD m ' / _.x: _ .....:.;. ; 0.03AcTvrS 5.01� c. c3 P ar 096 4. RD- 20 3.13 Ac. I i 'Ia 4) ti [Il I--.'.•ti [21 (31 % , J4303 (4) 34lrJ I o �...�.. A .�i, z S- 17r7D56 ao ' Hunlmglun RdtScr Co N 459Q Ll�� l'�� 11 443Ac. here 0.63Ae, z N r r 'u�c: S:ono fmscr b Lighl Coo ® 3ra +s 10 9344THa -ST. ' 20 E] j}' - S 876032 s L I F- ) "ir'-C iC �i_i,`•'� 28�YIS .r'7I oleo.. T-"7""-- s+s 4 I I Ap a ... JL.. 1 i TRANSMISSION REPORT THIS DOCUMENT (REDUCED SAMPLE ABOVE) WAS SENT COUNT # 1 *** SEND *** NO REMOTE STATION I.D. START TIME DURATION #PAGES COMMENT 1 DDES 11-12-93 2:29PM 0'52" 1 TOTAL 0:00'52" XEROX TELECOPIER 7020 .b�— FROM;CH2M HILL —SEA TO: 22GGG14i29 APR 21� 1995 4-29PM #149 P.Oi Federal Wav Stormwater NPW37403.FD.23 rea Parcel Stream & 1t>0' Setback + Wetlands Setback Wetlands 1 0.83 2 i447 2.85 3 , 0.40 4 TO: � FROM: CH2M H ILLJSEA ?� qS # OF PAGES DATE: FAX 0 ~ , r r ^ i Printed; 4/21/95 10,12 AM FN: klrrdd.lm yAREACAL C.} LS Shi'l1 Yr'•:7 t :+14. Al— i i' - _ : •�- I'�-.. i ��:. �.-_ r {i,}-` ti• '� f'F Imo- c 't •,:.- —tipf�. - 5 �t _:;rt� :f �"� �I•i�l f---`1 !'r' a-..: - ram—• i I .. � �.� R� �;yh7�•L t'��%/ '� I f J�r'•rNr7gl�: ..rf' sr +']j"• � ICY islr`�' �I"!Ii� � Ij ���i�r'• �.• EI,.+J ._y v; �"1'. • �.i-, e •- %� �:.- _� F� i. S.y�i .��r f ; ,-!'��� r" ! +Erl ] � i �r Ir �f Y +• E'~ ' � ' � ---° • _ '"� G�k�}{y� 51E }�_ A r s i! j ,•! 4 I 4 J !` ,� �.' I. I 1 T"- `., �;•., .:` s';;[!�' -i� rr •::T, �[. :+ - i , �`.�. r _ � sti � '•- ram._. _ ."fir � � � '~� •� ��. r. �-•.-� ". ri `- • � i1.1 rl �•�'!"�._ rimer ��.¢�-C�'•S f_�';t �-'' -_ _ _ r --__ _ ' . .. I - - i _ �`�i,(-�'� �� -_ i� ii--.i •'C'-fix._ •_ •�' _ _ -- - -� - __ _ __ — - _ _ - _ _ ' ' I i I in, _ .fir ,��•S,E� i r `' •r• _�— i i ; - •. i ._ ,: "Al 'APCEL �� ''* •���•+Il,�l I• iy � t• `r i 1 . i 0 r �'•! �i f;' FF r t *AREA' 14 t ff. •f f r + [ iu f s � •" i �i r xt m m 5 I� :Y-rZ From: RON GARROW To: Philipk,Caryr,Jeffp Date: Monday, March 14, 1994 8:15 am Subject: Bob Wright Property I have read the recent correspondence -to Mr. Kramer about the meeting of March 7, 1994. I would like to present this information as a clarification to the information in the attachment. Mr. Kramer is indicating the presence of options on lots 1 and 2 and a negotiating position on lot 3 on behalf of Mr. Wright. Please note that the information at the City shows that the subject lots are actually only 1 lot and that in order to sell any portion of the property, a short plat of the property must be completed. If I am incorrect about this information, please let me know. Thanks. CC: Kenn,Carolynl,Gregm a ' S. I+ er�caJ 2 lea", &, C 7- J J i A %zC-,r. F G.n.:47- s V "P,,L `'- G. 2yq-c r y r 77' 0 iv %z Jlll 1,CI7- ' rS Vrsilj i 7'LA rrvC� UL�Q d m ur-7-1CiV lFJ I43 Q 2)4-11S -(Z �c / �1,:) SI 'C r,-- 1% 220 C /rY ^A -VS 5 717Y Ci` t.JC--1L Li. r f C�v�F�'r:v %-VAICT7crJ 4flf7 Ce i)A-17'y ryj-+G.Ca .J-F ft.-- i n A-V fart, -De ! F. �¢ - e �De/ a c �+ _�✓� � --- - C.I}YL 7' 5'^I�-, -D 1 I rL t J rL rs� ,`f ri eg a i-o rr —) 77) C &i J O e-A-c- %0. _/— Id JtiJr/,g - t� c lC-r'� , C *7V- I-Q'T .r z.CO �rC� �C--C�� 5 --�-�i2g-.v_t �J.S-------�t�� _ i�r•. �- rk•r, f7C�-�.+r6 �f � ILEAy �/IG-�C-r: i3., /,� . rwr- s a o nr !-� fete -- / - � --- n�/� _ S_L�1-✓ � nrG----•�-r�_ - -`.'/ __ �'.,ra '_� n2�,- - Z-�' `^i'¢� - --� ""'']-�------- - �---- Q E ---0 rvl.._'� --- �l /� Lor,. � "r61---_/ ._/-- wl-..��-Sr__2?_t�R-Lv�S_C.a_ni.S—_0_r.�[---- f•1-/rv_, n v2---� �!� _._. s✓ D -- Cr t _ J-✓A _ LNCa- 4�.-_------ IL�c�c t,.rc-..rs �'7TwuGc�_ - c�orJs.---?t�----.-AG�1�n_ �� �✓_-r�r_- ��.---'w_o_��a_ ,ac A-L ���ry�� ilfS: ✓��:/1IM-9-�----%Z.C�4i�C.�_---�---��'Zvl�_-----N C-Z_Q.�/C^�-. C_nf� _� �--t( GF:i '4l2CfT�r'( ----------- �wA-1 7S 7Zi ADD r1-C-..,If -7 r CIC -7 #C-7 n- 44— l4ev'Ic j- 417 -7-7) PE--- C -0 r - r (c. j f6_1,17-1 Vd L 7�f L 7 :C44-l7 72j C 0 King County Building & Land Development Division Parks, Planning and Resources Department 3600 - 136th Place Southeast Bellevue, Washington 98006.1400 February 4, 1991 Fidelity & Deposit Company of Maryland Post Office Box 1687 Bellevue, WA 98009 RF- RatPase_of. _Suretv_Bond for Permit 2752-60-Gradin Gentlemen: The requirements concerning the above referenced permit have been satisfactorily completed. Therefore, the King County Building and Land Development Division authorizes the release of Surety Bond number 30133119, in the amount of $20,000.00, under the name of The Wright Co., Inc. If you have any questions regarding the release of these funds, please call me at (206) 296-6694. Sincerely, 'Z" eeol'�� Kathy Lee -Barnes Office Technician II cc: Robert Wright 34839 Pacific Highway South Federal Way, WA 98003 ti King County Building & Land Development Division Parks, Planning and Resources Departme-it 3600 - 136th Place Southeast Bellevue, Washington 98006-1400 January 31, 1991 American Savings Bank rl 34716 First Avenue South l Federal Way, WA 98003 RF.: Release of As-signment_ofFunds for _Permit 2752_-60-Grading Gentlemen: The requirements concerning the above referenced permit have been satisfactorily completed. Therefore, the King County Building and Land Development Division authorizes the release of account 0710200982'6, in the amount of $2,500.00, under the name of Robert L.'Wright. If you have any questions concerning the release of these funds, please call me at (206) 296-6694. Sincerely, F, exp/z _X�Z'�j Kathy Lee -Barnes Office Technician II cc: Robert Wright 34839 Pacific Highway South Federal Way, WA 98003 RECEIVED I AUG 1 01990 August 7, 1990 TO : Ms. Cory Smith City of Federal Way 31130 28th Avenue South Federal Way, Washington 98003-5006 IES ASSOCIATES RECEIVED BY COMMUNITY DEVELOPMENT DEPARTMENT N 0V 5 1993 1514 Muirhead Olympia, WA 98502 Ph: (206) 943.0127 8835 SW Canyon Lane Portland, OR 97225 Ph: (503) 297-6081 SUBJECT : Evaluation of the Wastewater Retention Area on the Bob Wright Federal Way Project Introduction. In 1988-89, the referenced property was walked and evaluated by IES Associates to determine the wetlands characterization, both from a biological wetland perspective and a jurisdictional wetland perspective, of the property. Final data was discussed with the Washington Department of Wildlife, since their staff had been on the site and had been instrumental in assisting Mr. Wright in the design criteria that has created the existing conditions. In July, 1990, IES revisited the site and re-evaluated drainage conditions and problems affecting the property. Findings. In both 1989 and 1990, it was found that the drainage ditch through the site was being significantly impacted by off -site drainage that was dumped onto the Wright property and by blockages downstream which have prevented normal drainage from the area. These two factors have significantly impacted the physical characteristics of the drainage way, as well as the _.ability of the drainage way to adequately accept or collect surface water along the site as part of a temporary retentionldetention system designed to reduce sediment impacts through the ditch from runoff of recently filled areas. The retention/detention area created at the east edge of the west side of the drainage area, between the drainage ditch and ''Pacific Highway, has functioned -over the years to provide i -- 1 Bob Wright Property August 7, 1990 temporary drainage storage on the site before it was discharged into the drainage way. The storage of water for extended periods of time in this portion of the site has created a biological wetland. However, based on discussions with Jaime Hartley,.Army Corps of Engineers, and John Marshall, Washington Department of Ecology, and a review of the King County wetland ordinances; it was determined that areas created for the specific purpose of collecting and detaining surface water on a temporary or permanent basis are not jurisdictional wetlands under the Federal Clean Water Act or King County's wetlands ordinances or the Department of Ecology's interpretation of a wetland. • Based on this definition, the wetland area, located between the toe of the existing fill that abuts Pacific Highway on the west and the drainage ditch on the east, is not a jurisdictional wetland and would not be regulated by the Clean Water Act or Washington Department of Ecology under the State Environmental Policy Act. This finding corresponds to the finding of the City of Federal Way. Under this definition, that area between the toe of the fill and the berm that separates the temporary retention/detention area from the permanent drainage way could be filled without a permit from the Army Corps of Engineers without being identified as the fill of a wetland under the State Environmental Policy Act. Bob Wright Property August 7, 1990 This constitutes the letter evaluation of existing conditions on the Wright property located on Pacific Highway, Federal Way Washington. Sincerely, R.L. Van Wormer Senior Biologist IES Associates cc: Bob Wright The Wright Place 34839 Pacific Highway Federal Way, Washington 98003 3 ACCORDING TO KING COUNTY, IT IS "OK" TO FILL TO MY PROPERTY LINE, IF I HAVE THE APPROVAL OF THE ADJACENT PROPERTY'OWNERS. LEGAL DESCRIPTION fhot portion of the South 1/2 of the North 112 of the North }'= of the Southeast 1/4 of the Northeast 1/4 of Section 20, Aiship 21 North, Range 4 East, W•M., AND that portion of the North 1/2 of the South 1/2 of the North 1/2 of the Southeast 1/4 of the Northwest 1/4 of Section 20, Township 21 North, Range 4 East, W.M., lying West of State Highway; -ituate in the County of King, State of Washington. See Sheef Z, for- 4enerq/ lk-ic s YOUR PRDPE Ti - M-'( PRpP�2T`i �L PKc-, P E2-r %f Li Ki E I A E'XlSTI tS G �i << PAD E Sa CT 1 C-1) N Ko S «,t.E Z 0 C cc w m Ei 1 9 <loo,s� 1 x ` KITTS CORM£&/ N HnnR 4 AKF _ J_�6Tn 1-� J H1n Sr I �- VICINITY MAP "� Zr APP VRL 47 AIDE : ,—.__----- ADDRESS : PHONE NO: :►� �,��- ,_.. ' 1 Nc w ACCORDING TO KING COUNTY, IT IS "OK" TO FILL TO MY PROPERTY LINE, IF I HAVE THE APPROVAL OF THE ADJACENT PRO " Y'OWNERS. a LEGAL DESCRIPTION f'. portion of the South 1/2 of the North 1/2 of the North " 1/2' of the Southeast 1/4 of the Northeast 1/4 of Section 20, Township 21 North, Range 4 East, W•M., AND that portion of the North 1/2 of the South 1/2 of the North 1/2 of the Southeast 1/4 of the Northwest 1/4 of Section 20, Township 21 North, Range 4 East, W.N,, lying West of State Hignway; 3-ituate in the County of King, State of Washington. 1s._1 r- See Sheet Z F01- 4ener-al No-ic YOWK FF-0PEQ'SY M-'c PfoUPE i- T`( I iNOOK.AxE 4,1 iaxE A T Y) N >-` 7Y o d Z 5 S A o S � sT SITE KITTS CORN S 34UTn ST S 5""61 5 �T• s `} r YJStr MGSN -i.� ssern 7sr 1 a > 360 TM IS T VICINITY MAP Not To sole APPROVAL: NAME : W/4 f ADDRESS f' PHONE N0: 5-72 -99 �4 Ro S «,L�C LAW OFFICES OF RECEIVED STOUFFER & KNIGHT SUITE 270 OLD CITY HALL SEP O 19g� 6255 COMMERCE STREET �TACOMA, WASHINGTON 98402 j`{E YjK{GNT COMP1�kY AREA CODE (206) 572-6890 RUSH E. STOUFFER September 6, 1990 WAYNE B KNIGHT Mr. Bob Wright 34839 Pacific Highway South Federal Way, Washington 98003 Re: Federal Way Property Dear Bob: I own property north of property you own in Federal Way described as "the north half of the north half of the north half of the southeast quarter of the northeast quarter line, west of State Highway, Section 20, Township 21, North Range 1 East W.M. King County, Washington". There is an eighteen inch culvert underneath the Highway draining onto our property. The water presently is running south and then comes up to the toe of your fill and then runs west to your twelve inch culvert. I understand this is eroding the toe of your fill and you have my permission to prepare a small ditch to divert the water away from the toe of your fill and run it diagonally to your twelve inch culvert. Thank you very much. Yours very truly, STOUFFER & KNIGHT By ayne WBK:mgl k'-NEWAL APPLICATIC"� BUIia�NG & LAND DEVELOPMENT D I �--=J ION RING COUNTY, WASHINGTON RECEIVED APR 29 1988 this block for staff use only GRADING FILE NO. ISSUE LUTE: RENEWAL EXPIRATION: Sec.,T.,R.: Zoning: PROJECT NAME: PROTECT TION: Received by: Date: allNDS yes no amount Operating $ „ �. A190 ' Performance (yam (1 $ a D� O p O, 06 Reclamation/ ( ) ( ) S . State Insurance () ( 1 expires FEES yes no amount Operating Acreage Yardage TOTAL: $ OG TBIS APPLZCAT1 EBR9 SJPPAWT WM APPROVED, SIGNED AND STAIeED. APPROVED subject to conditions of approval attached hereto and supplemental sheet when necessary. BUILDING Z LAND DEVELOPMENT DIV. King Cpi4ntyt W h' on by:Naa-�-�- date: 77 Vl� 1 I certify that the information furnis, for this permit is true and correct a., I guarantee that applicable Ming Couni Ordinances and operating conditions v: be my responsibility and violation th. of vill be cause for code enforcement action,:and I fully understand that nc Mork man atin beyond the •xpiratic �► �t %Osts , date: APPLIC3iT: oamplete the folloWing Its only Total size in acres of site: S ITE �� t 17E ' g • �`� �� `� Total amount of material in cubic yards to be moved: D Number of acres open and not rehabilitated during next months: Cubic yards to be filled or excavated during next 12 months: C'C'C� Number of acres to be rehabilitated during next 12 months: t 0-4�'- If this permit is for work to be doge in conjunction with any of the following please check and note file number. Unclassified Use Permit ( ) File # Subdivision ( ) File # Planned Unit Development ( ) File # Shoreline Management Permit ( ) File # Building Permit ( ) File # APPLICANT: ADDRESS: CITY/STATE/ZIP: TELEPHONE: OWNER: ADDRESS: CITY/STATE/ZIP: TELEPHONE: 5a E eD g Relationship of applicant to property: ( ) owner ( ) contractor ( ) lessee ( ) other RECEIVED BY COMMUNITY DEVELOPMENT DEPARTMENT NOV 5 1993 A COPY OF PERMIT CONDITIONS AND A SET Of TEE APPROVED PLANS MUST BE ON TgE SX17 `. . AT ALL TIMES DURING CONSTRUCTION. -200 - (d) W . 3181 �'. 3184 GRADING PERMIT 01' nfiP UVAL 'Grading File No.: Applicant's Name: In acceptance of this Grading permit the applicant does hereby acknowledge that failure to ecmply with all the conditions set forth herein shall necessitate an immediate work stoppage until suc.n time as compliance with the stipulated conditions is attained. Additionally, the granting of this permit should not be construed as satisfying the requirements of any other Federal, State a!,� local p+-r-its or A1?*hnTiTat innn. --rho nnoration to be undertaken through this Grading Perrit shall be conducted in accordance with the following conditions] A. STANDARD CONDITIONS OF APPROVAL. 1. No external signs -shall be permitted except those authorized by the King County Zoning Code or as required by this permit. 2 .Hqur� f operation shall be limited to �00 a.m. to f. 00 p.m., throu 3. As a measure to minimize problems of dust, mud and traffic circulation, on -site access roads shall be located and maintained to the satisfaction of the King County Department of Public Works. 4. The permittee shall maintain a liability policy in the amount of $100,000.00 per individua $300.000.00 per occurrence and $50,000.00 property damage naming King County as an additional insured. The additional insured clause must read: 'it is hereby understood and agreed that Ring County. Its -appointed and elected officials and employees, while acting within the scope of their duties as such Is named as An additional Insured.' No other wording will be accepted. S. The permittee shall abide by the regulations of the Puget Sound Air Pollution Control Age' 6. The permittee shall abide by'the provisions of King County Ordinance 13139 relating to no: control. 7. Temporary settling ponds must be constructed in accordance with King County Ordinance 122E Chapter 20.50 X.C.C. B. If at any time truck traffic generated by this grading operation interferes with normal traffic flows within the immediate area, flag men shall be required. 9. The permittee shall notify the Building i Land Development Division 48 hours prior to the eornmencement of grading activities (206) 344 ;960 Gzading Section. • z4lo- �'c�G 10. Any structures on filled ar.eas shakl comply frith the conditions of the Uniform Building Code relating to the placement of building foundations. B. CONDITIONS PURSUANT TO X.G.C. 16.92.100 and 16.82.110: 16.32.100 Operating conditions and standards of performance. Cuts and fill$ shall conform t= the provisions of this section unless otherwise approved by the director. (1) SLOPE. No slope of'eut and fill surfaces shall be steeper than is safe for the intended use and shall not exceid two horizontal to one vertical, unless cth'ervise approved by the director. (2) EROSION CONTROL.. All disturbed areas including faces of cuts and fill slopes shall be prepared and maintained to control erosion. This control may consist of effective planting. The protection for these areas shall be installed as soon as practical and prior to bond release. Where areas are not subject to .erosion, as determined by the director, such pro- tection may be omitted. (3) PREPARATION OF GROUND. The ground surface shall be prepared to receive fill by removing unsuitable material such as concrete slabs, tree stumps, brush and car bodies. (4) FILL MATERIAL. Except'in an approved sanitary landfill, only earth materials which have no rock or similar irreducible material with a maximum dimension greater than eighteen inches shall be used. (5) DRAINAGE. Provisions shall be made to: , (a) Prevent any surface water or seepage from damaging the cat face of any excavations or the sloping face of a fill; (b) Carry any surface waters that are or might be concentrated as a result of a fill or excavation to a natural watercourse, or by other means approved by the Department of Public Works. (e) Prevent any sediment from leaving the site. (6) BENCH/TERRACE. Benches, if required. -at least ten feet in width shall be back -sloped ar.z shall be established at not more than twenty-five feet vertical intervals to control surlmce drainage and debris. Swales or ditches on benches shall have a maxi_.:n gradient of five percent. (7) ACCESS ROADS - MA11,77ENAN CE. Access roads to grading sites shall be maintained and loco:, to the satisfaction of the King County Department of public Works to mini.-+ite problems of du, mud and traffic circulation-. (d) ACCESS ROADS - GATE. Access roads to grading sites shall be controlled by a gate when required by the director. (9) WAR:7I4C SIGNS. Signs warning of hazardous conditions, if such exist, shall be affixed a locations as required by the director. (10) FENCING. Fencing, vhert required by the director, to protect life, limb and property shall be installed with lockable gates which must be closed and locked when not wcrking the site. The fence must be no less than five feet in height and the fence material shall have r horizontal opening larger than two inches. (11) SE73ACKS. The tops and the toes of cut and fill slopes shall be set back frc� prc;erty boundaries as far as necessary for safety of the adjacent properties and to prevent damage resulting from water runoff or erosion of the slop-s. (over) F-200- (c) 1 of 2 rev. 6/84 a -= ­e- -"- wc- — .....b 4—v - — -� --_ -r .+�_ - -----__-__ _ necessary for adequacy f foundatiun rub,,)u:t•.,idto pre, d- nge as a result of wate.r:runo:: or erosion of the slo Slopes and setbacks shall be u,.termined by the director. (12) EXCAVATIONS TO WATER -PRODUCING DEPTH. All excavations must either be made to a water - producing depth or grade to permit natural drainage. The excavations made to a water -prod-"=:- depth shall be reclaimed in the following manner: (a) The depth of the excavations must not be less than two feet measured below the low- water mark. (b) All banks shall be sloped to the water line no steeper than three feet horizontal to One fuel vertical. ' (c) All banks shall be sloped from the low water line into the pond or lake with a minLnu: slope of three feet horizontal to one foot vertical to a distance of at least twenty-five fee: (d) In no event shall the term water -producing depth as herein used be construed to allow stagnant or standing water to collect or remain in the excavation. (e) The intent of this provision is to allow reclamation of the land -.+hich will result in the establishment of a lake of sufficient area and depth of water to be useful for residential or recreational purposes. (13) HOURS OF OPERATION. Hours of operation, unless otherwise authorized by the director,shal be between seven a.m. and seven p.m. (14) CONTINUOUS SPECIAL INSPECTION - Storm sever and underground utilities installation requires continuous inspection by a licensed engineer or representative of an approved testing laboratory. with periodic progress reports submitted to B.A.L.D.'s grading section-(Neci1--Gau-n-ce 344-7900). 4,4,uaX (15) CALL BEFORE YOU DIG - Effective June 6. 1984, you must call 1-300-424-5555 not less than 48 hours before beginning excavation where any underground utilities may be located Failure to do so could mean bearing substantial repair costs (up to three times the cost of repairs to the service). (16) This permit does not approve road design and/or location. Additional permits and approvals will be required. (17) CALL FOR INSPECTION - C344-74-00 after installation of erosion and sediment controls and prior to construction. Zc1�a-(C610 16-82.110 LAND RESTORATION. (1) Upon the exhaustion of minerals or materials or upon the permanent abandorment of the quarrying or mining operation, all nonconforming buildings, structures, apparatus or appurtenances accessory to the quarrying and mining operation shall be removed or otherwise dismantled to the satisfaction of the director. This requirement shall not require land restoration on projects completed prior to January 1, 1971, except those covered under previously existing zoning requirements. (2) Final grades shall be such so as to encourage the uses permitted within the underlying zor classification. (3) Grading or backfilling shall be made with nonnoxious, non:la.•rinable, noncombustible and no: putrescible solids. (4) Such graded or backfilled areas, except for roads, shall be sodded or surfaced with soil C a quality at least equal to the topsoil of the land areas.ir..nediately surrounding, and to a depth of at least four inches or a depth of that of the topsoil of land areas i_•nmediately sur- rounding if less than four inches. (5) Such topsoil as required by subdivision (4) shall be planted with trees, shrubs, legu.•nes C grasses, and said flora shall be so selected as to be indigenous to the surrounding area. (6) Graded or backfilled areas shall be reclaimed in a manner which will not allow eater to collect and permit stagnant water to remain. Suitable drainage systems approved by the Department of Public Works shall be constructed or installed if natural drainage is not pessi: (7) Waste or soil piles shall be leveled and the area treated as to sodding or surfacing and planting as required in subdivisions (4) and (5) of this section. C. ADDITIC�AL CONDITIONS listed hereafter and/or on supplemental sheet attached. (1) ('�7 ✓9/, i (2) • J . I V,29 ig :-L, I -'ant Deveazr.. er.t Div3s1c : Land CeveAc?men. Division Grading 't and/d :o: approval aeeep:e • d te1 n ]]ss C` na-.e date HYr.n:+�..iCS :.:'.:�:r,X, De?a: _-.e-. u- ?•_-_i= Mc:xs :e-:. ?_an. & Ccn. Dev. - 00- (c) 2 of . 'Grading File No.: Applicant's Name: In acceptance of this Grading permit the applicant does hereby acknowledge that failure to eemply with all the conditions set forth herein shall necessitate an immediate work stoppage until suc.n time as compliance with the stipulated conditions is attained. Additionally, the granting of this permit should not be construed as satisfying the requirements of any other Federal, State a!,' local Fir -its or Tha nnarwtinn to be undertaken through this Grading Permit shall be conducted in accordance with the following conditionsi A. STANDARD CONDITIONS OF APPRVAL. 1. No external signs -shall be permitted except those authorized by the Ring County zoning Code or as required by this permit. 2 H urs f operation shall be limited to L� A.M. to 5: D D P.M. throw?' 3. As a measure to minimize problems of dust, mud and traffic circulation, on -vita access roads shall be located and maintained to the satisfaction of the Ring County Department of Public Works. 4. The permittee shall maintain a liability policy in the amount of $100,000.00 per individLz $300.000.00 per occurrence and $50,000.00 property damage naming King County as an additional insured. The additional insured clause must read: 'it is hereby undarstood and agreed that ring County, its appointed and elected cM clals and employees, while acting within the scope of their dutiRs as suc:: Is named as An additional insured.' No other wording will be accepted. S. The permitted shall abide by the regulations of the Puget Sound Air Pollution Control Age' G. The permittee shall abide by'the provisions of Ring County Ordinance 13139 relating to no: control. 7. Temporary settling ponds must be constructed in accordance with Ring County Ordinance 122E Chapter 20.50 K.C.C. S. If at any time truck traffic generated by this grading operation interferes with normal traffic flows within the immediate area, flag men shall be required. 9. The permittee shall notify the Building 6 Land Development Division 48 hours prior to the coanmencement of grading activities (206) 34+-+m Grading Section. 10. Any structures on filled areas shall comply with the conditions of the Uniform Building Code relating to the placement of building foundations. B. CONDITIONS PURSUXNT TO K.G.C. 16.92.100 and 16.82.110: 16.82.100 Operating conditions and standards of performance. Cuts and fills shall conform t= the provisions of this section unless otherwise approved by the director. (1) SLOPE. No slope of'eut and fill surfaces shall be steeper than is safe for the intended use and shall not exce6d two horizontal to one vertical, unless otherwise approved by the director. (2) EROSION CONTROL.. All disturbed areas including faces of cuts and fill slcpes shall be prepared and maintained to control erosion. This control may consist of effective planting. The protection for these areas shall be installed as soon as practical and prior to bond release. Where areas are not subject to .erosion, as determined by the director, such pro- tection may be omitted. (3) PREPARATION OF GROUND. The ground surface shall be prepared to receive fill by removing unsuitable material such as concrete slabs, tree stumps, brush and car bodies. (4) FILL MATERIAL. Except*in an approved sanitary landfill, only earth materials which have no rock or similar irreducible material with a maximum dimension greater than eighteen inches shall be used. (5) DRAINAGE. Provisions shall be made to: , (a) Prevent any surface water or seepage from damaging the cit face of any excavations or the sloping face of a fill; (b) Carry any surface waters that are or might be concentrated as a result of a fill or excavation to a natural watercourse, or by other means approved by the Department of Public Works; (e) Prevent any sediment from leaving the site. (6) EENCH/TERRACE. Benches, if required, at least ten feet in width shall be back -sloped are; shall be established at not more than twenty-five feet vertical intervals to control surface drainage and debris. Swales or ditches on benches shall have a maxi_m ► gradient of five percent. (7) ACCESS ROADS - MAINTENANCE. Access roads to grading sites shall be maintained and lots_, to the satisfaction of the King Bounty Department of Public Works to minimize problems of dL, mud and traffic circulation•. (8) ACCESS ROADS - GATE. Access roads to grading sites shall be controlled by a gate when required by the director. (9) WARNING SICNS. Signs warning of hazardous conditions, if such exist, shall be affixed a locations as required by the director. (10) FENCING. Fencinq, where required by the director, to protect life, limb and property shall be installed with lockable gates which roust be closed and locked when not werk:ng the site. The fence must be no less than five feet in height and the fence material shall have r horizontal opening larger than two inches. (11) SE'BACKS. The tops and the toes of cut and fill slopes shall be set back frcr.+ p_epe:ty boundaries as far as necessary for safety of the ad)acent properties and to prevent damage resulting from water runoff or erosion of the slop-s. (over) F-200- (c) 1 of 2 rev. 6/84 or erosion of the slo Slopes and setbacks shall be ermined by the director. (12) EXCAVATIONS TO WATER -PRODUCING DEPTH. All excavations mus, either be made to a water - producing depth or grade to permit natural drainage. The excavations made to a water-produz:- depth shall be reclaimed in the following manner: (a) The depth of the excavations must not be less than two feet measured below the low- water mark. (b) All banks shall be sloped to the water line no steeper than three feet horizontal to One fuoL vertical. ' (c) All banks shall be sloped from the low water line into the pond or lake with a mini-MUu7 slope of three feet horizontal to one foot vertical to a distance of at least twenty-five fee: (d) In no event shall the term water -producing depth as herein used be construed to allow stagnant or standing water to collect or remain in the excavation. (e) The intent of this provision is to allow reclamation of the land which will result in the establishment of a lake of sufficient area and depth of water to be useful for residential or recreational purposes. , (13) HOURS OT OPERATION. Hours of operation, unless otherwise authorized by the director,shal be between seven a.m. and seven p.m. (14) CONTINUOUS SPECIAL INSPECTION - Storm sever and underground utilities installation requires continuous inspection by a licensed engineer or representative of an approved testing laboratory, with periodic prop;ess reports submitted to B.A.L.D.'s grading section -(Nei-1--Gaum-ce 344-7900) . AeAA),0y 5�.t/D�.CJ 2C -�(a /p (15) CALL BEFORE YOU DIG - Effective June 6, 1984, you must call 1-300-424-5555 not less than 48 hours before beginning excavation where any underground utilities may be located Failure to do so could mean bearing substantial repair costs (up to three times the cost of repairs to the service). (16) This permit does not approve road design and/or location. Additional permits and approvals will be required. (17) CALL FOR INSPECTION - 044-7-90-0) after installation of erosion and sediment controls and prior to construction. 2_6?(a-(Q(0/0 16-82.110 "NO RESTORATION. (1) Upon the exhaustion of minerals or materials or upon the permanent abando=ent of the quarrying or mining operation, all nonconforming buildings, structures, apparatus or appurtenances accessory to the quarrying and mining operation shall be removed or otherwise dismantled to the satisfaction of the director. This requirement shall not require land restoration on projects completed prior to January 1, 1971, except those covered under previously existing zoning requirements. (2) Final grades shall be such so as to encourage the uses permitted within the underlying zor classification. (3) Grading or backfilling shall be made with nonnoxious, nonflammable, non.cz.:.bustible and nor putrescible solids, (4) Such graded or backfilled areas, except for roads, shall be sodded or surfaced with soil c ■ quality at least equal to the topsoil of the land areas irnediately surrounding, aid to ■ depth of at least four inches or a depth of that of the topsoil of land areas immediately sur- rounding if less than four inches. (5) Such topsoil as required by subdivision (4) shall be planted with trees, shrubs, legumes is grasses, and said flora shall be so selected as to be indigenous to the surrounding area. (6) Graded or backfilled areas shall be reclaimed in a manner which will not allow water to collect and permit stagnant water to remain. Suitable drainage systems approved by the Department of Public Works shall be constructed or installed if natural drainage is not pessi: (7) Waste or soil piles shall be leveled and the area treated as to sodding or surfacing and planting as required in subdivisions (4) and (5) of this section. C. ADDITI❑ A.L CONDITIONS listed hereafter and/or on supplemental sheet attached. (1) (/ i>� ✓J//. 7^-aA"r /JrR-,�rrrrr,�r : -a�_ Deve-L Fner, A:visicn =_n; : Lanc :eveicpmenz % vision a'tM Grading t and ne .::c o•: approval aeeep:e • d tea •� � � ) na=•e date :S:ON, Depar =-.en. u: P_=_i= Mc:xs (C) P an-_n; :e�_. P_an. & Ccm. Zev. 2 of : phase II A ,rns To Be o' 511bm/ltee emote. Com�oocfio Sheet 2 `� �GEIVED, APR 12 1988 THE WRIGHT COMpANy Bing County Department of Public Works Donald J. LaBelle, Director 900 King County Administration Bldg. 500 Fourth Avenue Seattle, Washington 98104 (206) 344-2517 July 27, 1987 RECEIVED BY COMMUNITY DEVELOPMENT DEPARTMENT N 0 V 5 1993 TO: Tom McDonald, Interim Manager, Comnercial/Multifamily Products Section, Building and Land Development Division ATTN: Jim Ballwebber, Grading Inspector VIA: Larry Gibbons, ger, Project Management and Design Section, Surface Wa agement Division F".:lrZ Ball Parsons, Senior Engineer, Project Management and Design r Section RE: Wright Construction Gradinci Permit Number 2752-60 We have reviewed Mr. Wright`s request to extend the fill limit on this property to the west to the existing sanitary sewer line. Based upon his original plans and topography recently prepared of this sste by King County survey crews, we cannot approve this request. f As you will note from the enclosed topographic work map, there is a 54- inch-diameter culvert several hundred feet downstream of his property that, in conjunction with the existing downstream channel, will create a back- water and ponding influence on the property. Since the invert of this culvert is 273.99 and by using inlet control calculations, we could expect this culvert to be fully surcharged and overtopped, based upon design -storm flow calculations from the Kramer Chinn and Mayo's 1979 "Pacific Highway South Drainage Study." This design -storm flaw could result in ponding on his property at approximately elevation 278. Since these site conditions have been in place for many years, we are considering them "existing conditions." Note, however, that we feel the ponding occurring on this property (before and after Mr. Wright partially filled the area with a berm) provides substantial and badly -needed water quality benefits to the downstream system. We have been working with Mr. Wright for over a year to negotiate an agreement whereby we can acquire a portion of this site to develop'a regional suface water control facility. We plan to continue these efforts and will keep you informed of any further develop -cents. While we do not approve of the fill and berm Mr. Wright has constructed through the ponding area, we concur with your position that, as long as the T1 Tom McDonald July 27, 1987 Page 2 berm and overflow spillway continue to be maintained, they are providing significant control to surface water from the east portion of Mr. Wright's property and Pacific Highway South. Please let us know if you have any further questions regarding this site. We appreciate you close coordination with us on this and other projects. RP:bn (0727B-3) Enclosure cc: Bryan Glynn, Manager, Building and Land Development Division Jim Kramer, Acting Manager, Surface Water Management Division __1V"t:_D kt r• DEPARTMENT OF FISHERIES HYDRAULIC PROJECT APPROVAL R.C.W. 75.20.100 _September 3 1986 (Applicant should reler to this date in all correspondence) PAGE 1 OF 2 PAGES ❑ LAST NAME FIRST Wright Robert 16 GONTAUI YMMIL: 838-9141 J 19 STREET OR RURAL ROUTE 34839 Pacific Highway South CITY STATE ZIP Federal Way Washington 98003 12 WATER TRIBUTARY TO Unnamed Tributary Hylebos Creek ❑ QUARTER SECTION TOWNSHIP RANGE (E-W) COUNTY 13 $r'T/4 20 21N 4E King TIME LIMITATIONS: IIii mkImmediatelyS PROJECT MAY N DEP ... RTMFNT QF .Fk5HER1ES General Admin. Bldg. Olympia, Washington 98504 (206) 753-6650 1 2 3 4 o a ❑9 WRIA A B C D g-10.0006 14 15 16 17 F G TYPE OF PROJECT 11 Culvert Installation Pond Clean -Out a AND BE COMPLETED BY November 1, 1986 THIS APPROVAL IS TO BE AVAILABLE ON THE JOB SITE AT ALL TIMES AND ITS PROVISIONS FOLLOWED BY ,THE PERMIT - TEE AND OPERATOR PERFORMING THE WORK. The person(s) to whom this approval is issued may be held liable for any loss or damage to fish life or habitat which results from failure to comply with the provisions of this approval. Failure to comply with the provisions of this approval is a gross misdemeanor, possibly punishable by fine and/or imprisonment. The Department reserves the right, subject to the holders opportunily to a hearing to contest agency actions as provided by the Ad- ministrative Procedure Act, chapter 34.04 RCW, to make additional restrictions or conditions or revoke the approval when new informa- tion shows such action is necessary by the department for the protection of fish life. This department cannot be held liable for any property damage which might occur as a result of this project, except where damages are proximately caused by actions of the department. This approval pertains only to the provisions of the Fisheries and Game Codes. Additional authorization from other public agencies may be necessary for this project. 1. This project shall occur only when the stream is dry. 2. The culvert may be placed two (2) to three (3) feet above the existing streambed. The culvert shall be as short as possible and be large enough in diameter to pass all flows and debris. The inlet and outlet ends of the culvert shall be arl;iored as necessary to prevent erosion. 5. All fill slopes shall be structurally stable and ,planted with grass upon completion of final grading. 6. A mulch of straw or similar vegetative mater i a��l��l��}��E�U>SEE�r�YE��Y�+1E�111 raw slopes. This mulch shall be at least three (3) inches cif cK. 7. The pond may be graded provided an upstream sill is NDdstr5c_943 This sill shoule consist of large angular rock. DEPARTMENT OF FISHERIES DIRECTOR 4 ADDITIONAL PROVISIONS Date Approval given to ....Wright,. Hobert............................................................. Stream or Lake ...... UnnAQW..Tr, 7 butary..-. Hylebo...Greek .............................. . ....... Type of Project . - .. Culvert Installation, Pond Clean -Out PROVISIONS: NOTE: Issuance of this permit does not relieve the applicant from King County permit requirements. SEPA: DNS by King County, March 1986. Location: West of Pacific Highway South and north of South 344th Street. Regional Habitat Manager - Joe Robel - Telephone - 763-2980. cc: Robel Johns -Patrol Game AdMk Washington State ■..Department of Transportation District 1 office of District Administrator 6431 Corson Avenue South #C-81410 Seattle, Washington 98108 206 764.4141 Mr. Robert Wright 34839 Pacific Highway South Federal Way, Washington 98003 Dear Mr. Wright: - L rE.� ��_��►�� co���a�t�,Y Duane Berentson Secretary of Transportation February 13, 1986 This letter is tc inform you of the decision made after visiting you and your proposed waste sites on Pacific Highway South on February 3, 1987. Site 1, the south site, has been previously approved. The decision made on site 2, the north site, is based on the reco=endation of the Corps of Engineers, the Region 10 FHWA Environmental Program Specialist and our Biologist. Your site photographs indicated that historically a long narrow pond has existed near the west side of the property. After an on site review of the property to determine the existing conditions it was determined to allow the disposal of 1-90 material at the site. The I-90 material can not be placed in the stream or the adjacent pond. our photographs show the pond shoreline to be an irregular line approximately 50 feet east of the sewer line manholes. Any I-90 material placed must be placed east of this line. I am attaching the reports of the three specialists that made the reco mten- dations on which the decision is based. If you have any questions please call Ralph Nichols at 236-4386. Sincerely, ,L Richard F. Johnson, P.E. � "� Environmental and Special Services Engineer RHN cc Dick Kay FHWA Iry TTayd FHWA Sam Casne COE S. A. Moon Jim Schafer K Roan 312 Mahar:k Building 708 S. W. mird Avenue Portland, Oregon 97204 V: Potential 1-90 Waste Site Feoruary 9, 1937 paCifi-- Highway S./344th St. Irvin C. Lloyd - WP-010.3 Cnvironra�ntul Progr=alr,s Officer Nor rrfl`;�t J. Valc�ch, C�ir:�:tar +1fflc-7 Df Pl iinn.mo enc ,1 Ci3V�1Ce�lent -ortlan:J, Crz•egon (� * - )rusry 3, 19237 at t': t=: rawnst of Area Engineer Kay, W_;_VDT, and tne ParoPerty •.zr!nE r B�„b ri�rst, 1 ins;z ctcd on C f te, a p ;tentinl mastf' disposal area for I-90 ={t ;-_1 f'ic Hwry`sr'a - • ern; 344-Lh Strzict Wit'I 0IM S--Nlafer and Ralp N.icriols, WS`30T; �Jr'li`1� ;7? strict Corps of Eninper5 tlegulstury Functions i;rEsflw; and F,s En:i, r:4er t,i^;< Mr. 'virig' r.wld like to use I-90 waste rk.terial to fill 1 s11s y rfl;;erty Su it wL�ulo r: ;:,ore desirable for O=- jofJ,?int. 1� of the Env rorn:entLl Assess, >ant for the I-90 iarcer lslar Exces str+tQs that we rill b' conslr�rr-i; Msh�'n s2lsctinJSa site i�.j GcTn dir.z .#s-al. Tile Wri,--"it proE)�s,?-d land rill ir?� il:i eta l iin� water on r^l one, n , rii� r �l�'.��i site in regards TP_'ii�E,`_te'-i ;�r�'fes�=lisrl-1 FV:31J��-:�f1 f t l_ �;. ., 20, 19ts7 14r. S^.)c-j er r:;a;5^ a survey of ns, area, site 2 .of tha 1. Mr. 0renn nor rniself hac seen the area Prior to the on -site IJL.lrin(? %h:? coursa of our on -site reviev we contacted Mr. Viri1it is "�';=rClx: :it='1'>> > lntcks fro;.; t'.l� 5U`-) ject area. UJrlfli. our .:its Mr. :'Iri '-.-7 2 51] ; 1 1-'r2 c rial j�l�ft] of the sitz- i11-.1=`Trjt— • lay"_' narrow nrl;;: to;:�rds the west^er'.: of th. nrop, rty. After o-,r _ ^ _ ly„ '' 1 i _V `'J..• of tn.; 1J-1:-^ i�} ��C111_i1L l�.':1J, trJC`��r' i r'l:: 1 y'L'-:_ 1 1L V:,e Jl"I �:-`_`7V t01 l]1S�)CiSc1-Ji1 f'iat•.'_rl`cl C i "+�>:15T1"lti� strew".a ens til~� �l'i•�i9�(; Ant pond ShUrali^'_ trf.f -!v stre� ,.�,1, n-_ t �ff-2a�'�. T*fa s°1�r 11n- is an Tare', ar lint: fifty f._et �:»� .`i t�= s .,=�r line .�.3n�r,lr:; go t of 'he strea-, ber: ,. 0�>�-�to_, AtL`�,"L .ent 3). Position is inuicatEc, in tnzir Fe-;rL?;=iry 4, 1987 letter (see ritta,,'F'nt 2).. dy co v of t qs .-pf-torandu: w-n r�scanrlerd WSXT be infor�ied of our secotmandstion. "r Wrif-ht E�3s told t wa'�1d :1e info:�nsd of Our d�.eiSicm During the tees: of ,.�. g. Feiru-ry 9. ant- li-),-ten Division (FF_A->tir i -Irvin C. Lloyd I.LLOYD:m rZ • 1 rsT c.0 l l 1 Wetland Determination January 20, 1987 Jim Schafer Project Development Office Olympia Subject: SR 90 Martin Luther King -Way to Yakima St. Material Disposal Site - Wetland Determination Two sites were examined on January 19, 1987, to determine if wetlands were present. Site 1 Site 1 is located west of Pacific Highway S. and south of 348th St. The site is generally rectangular, about 650 feet long (east - west) and 180 wide, about 3 acres in size. A creek was flowing through the site from north to south about two - thirds of.the way to the west boundary. The site was vegetated primarily with goundcover grasses and weeds with a few small Western Red Cedar and alder saplings in the west -central portion of the site. The channel appears to have been deepened and staightened in the past, with sidecast material creating a relatively steep shoreline on each side. There is no riparian vegetation or area for its development within the site. Riparian vegetation is well developed on property to the south and north. There are no wetlands on this site. Site 2 This site is located west of Pacific Highway S. and in the vicinity of an extension of 344th St. It is approximately rectangular, 1100 feet long (east - west) and 332 feet wide. A creek flows from north to south about 700 feet from the east boundary. To the,, east of this drainage, the site is totally cleared, to the west, some ground cover and trees remain. The creek appears to have been deepened and straightened recently, and a berm was placed along the east shoreline. Imnediately adjacent to the berm is a shallow pond of approximately 1 acre size, with an associated low area R � 1 further east of about one-third acre size. Some fill has been placed in this low area, that is quite organic in nature with cattail stems and tubers mixed within. According to the landowner(Bob Wright), this material was imported from another site and did not originate at this location, and was intended to provide a source of vegetation. oAJ +P-�5- 1' J__ To the north of this site the creek meanders through undeveloped property that is well vegetated with trees and ground cover. To the south is a log storage and firewood cutting yard, an area that has been filled in the past. In reviewing aerial photos taker in 11082 and in discussing the past and present nature of 'the site and its drainage with the landowner, Joe Robel of the Washington Dept. of Fisheries and Dianne Sheldon, King County wetland specialist and in examining the condition of the site at the present time, it is my determination that this site is primarily upland in nature. The hydraulic nature of this site has been permanently altered by grading and excavation, and by changes in surface runoff quantities over the years. The site may have had small wetland areas associated with the stream channel in the past. The current pond is essentially a graded out dirt bottom basin holding water, with some associated low areas that if left alone would undoubtedly develop into a wetland. The functions attributed to this pond are primarily water quality in nature sediment trapping, nutrient retention, and flood water (storm event) desynchronization. The creek is quite intermittent in nature, subject to runoff from, upstream impermeable surfaces. It is my recommendation that these water quality functions be maintained and that an area be established not subject to alteration, that will also develop into a functional wetland. A very small amount of wetland vegetation was observed along the south boundary in a ditch adjacent to the fill to the south. There are no naturally occuring wetlands present on this site. Af4c'" W- l_ C 11[rLY - .,x+crr ro r. ar Regulatory Branch DEPARTMENT OF THE ARMY SEATTLE DISTRICT. CORPS OF ENGINEERS P.O. BOX C-3755 SEATTLE. WASHINGTON 98124-2255 FEB 4 1936 Mr. Irvin C. Lloyd U.S. Department of Transportation 708 Southwest Third Avenue Portland, Oregon 97204 Dear Mr. Lloyd: On February 3, 1987, Mr. Jim Green of this office accompanied you and representatives of the Washington State Department of Transportation on a field inspection of two proposed disposal sites for the Interstate-90 (I-90) project. You requested a letter addressing the Corps regulatory jurisdiction on the two sites. The first site is located in Federal Way, Washington, near the inter- section of Pacific Highway South and 344th Street. This property is owned by Mr. Robert L. Wright. At the west end of the site is a stream with an adjacent pond separated by a manmade berm. Due to the disturbed condition of the site, there was little vegetation growing; however, cattails and reed canarygrass were evident and beginning to grow around the fringes of the pond. This pond and adjacent law area east of the pond is over 1 acre in size. A Department of the Army permit will not be required for disposal of I-90 material on this site provided the existing stream and adjacent pond are not affected. The second site is located in Renton, Washington, near the Black River Puuping Station. The site is known as the Black River Technology Park. The Seattle District previously inspected this site on November 14, 1985; and concluded that wetlands do exist on the site. However, under regulations in use at that time, we determined that this site was not a water of the United States and, therefore, not subject to Section 404 jurisdiction. In late 19861 new regulations were issued which became effective January 12, 1987. The November 14, 1985, Black River Technology Park juris- dictional determination is currently under review by the Seattle District in lig}t of these new regulations. If you have any questions, please contact Mr. Jim Green, telephone (206) 764-3495. Sincerely, Samuel R Casne Chief, Environmental and Processing Section Lam, � 4 ACRES + I/ 2021049100 ti r. 2 9004 08.4 ' 4l i 2021049051 273.1''`�'�,��� 269.9' x A �Y 2021 r r 292. x C2O490 285-7 x 286.3 306.3 x 305.4 308.2 x 306. X 7.75 ACRES I 307.5 x 306.6 x 308.5 x 309.2 x 310.6 x /Traffic Light ki /it, " .r T d'ec� 14 GK--- C2_ecN� JCITYOF—mm" 33530 1ST WAY SOUTH March 11, 1994 Rick Kramer Grubb and Ellis 600 University One Union Square, #1800 Seattle, WA 98101-3117 Subject. Bob Wright Property - March 7, 1994 Meeting Dear Mr. Kramer: Va Fax (206) 661-4000 FEDERAL WAY, WA 98003-6210 Enclosed are minutes of our meeting here at City Hall on March 7, 1994. Please make any corrections that you may feel better reflect the content of the meeting, sign the minutes where noted, and return them to me by March 18, 1994. We look forward to working with you to meet your needs and to provide the necessary public facilities in a mutually satisfactory manner. If you have any questions, or require further information, please do not hesitate to call. Sincerely, 4"� 4*(�� Philip D. Keightley, P.E. Public Works Director PDKIJTP: j g enclosure cc: Bob Wright Ken Nyberg, City Manager Carolyn A. Lake, City Attorney Greg Moore, Director, Community Development Cary M. Roe, P.E., Deputy Public Works Director Ron Garrow, Sr. Development Review Engineer Contract File: W1108,10,11 C:\kMMCr.1Lr Hardcopy to follow MEETING MINUTES Meeting date: March 7, 1994 Meeting location: Federal Way City Hall Finance Conference Room Subject: Bob Wright Property Purchase Present: Rick Kramer, Grubb and Ellis Philip Keightley, Public Works Director Cary Roe, Deputy Public Works Director. Jeff Pratt, Surface Water Project Engineer 1. Kramer's stated purpose in arranging this meeting is to negotiate with the City, the purchase price of a parcel of property described as Lot 3 on the attached "Exhibit A." 2. At present Kramer has an option on Lot 1 and Lot 2 of the attached exhibit. 3. Kramer indicates that, in conjunction with purchasing Lots 1 and Lot 2, he is acting as Mr. Bob Wright's representative for the sale of the remainder of the property (Lot 3). This property is roughly 3.78 Ac (500' X 329') and contains two previously identified wetlands occupying approximately 1.6 acres of the total area. The asking price for the 3.78 acre area is $300,000.00 or roughly $1.82/s. f. 4. Kramer will provide evidence that he does in fact have an option on Lot 1 and Lot 2. This evidence will be in the form of an abbreviated agreement signed by Mr. Wright. 5. Kramer contends that the U.S. Army Corps of Engineers has determined that much of the area currently delineated as wetlands are in fact not wetlands. Kramer will provide documentation in the form of a "Corps" letter which substantiates this claim. 6. Kramer indicates that the City has permission to enter Lot 2 for the purpose of surveying, wetland identification, and property appraisal. Kramer indicates that he can obtain Mr. Wright's permission to enter Lot 3 for the same purpose. Kramer wishes to be present when the Corps of Engineers are on site to delineate wetlands. 7. Kramer suggests the following two City options for the acquisition of Lot 3: Option I (preferred by Kramer) i. Kramer is allowed to extend the toe of fill on Lot 2 to the existing sanitary sewer crossing (presumably intruding into a wetland and its setback). The Slope of the fill will not exceed 2H:1V and Kramer will import the fill material needed for this at his own expense. Kramer expects the City to bear all mitigation costs associated with any filling of a wetland and/or intrusion into a wetland setback area - an expense that in the past has approached $75,000.00/Ac, not including design or permitting. ii. Kramer will not be required to provide onsite detention on either Lot 1 or Lot 2 - an expense which will range from $150,000 to $250,000. The City will instead provide detention for these lots in the new regional storage facility. Kramer will provide all necessary pretreatment features as required. These features might include water quality facilities. iii. Kramer will be allowed to use the entire slope area in the calculation of required green space for both Lot 1 and Lot 2. Further, the wetland setback distance will be reduced to a distance consistent with- the proposed edge of pavement on Lot 2. iv. Kramer will consider allowing the City to place suitably compacted fill on (i.) above in exchange for a credit to the City of about $5.00 per cubic yard. This work may total $200,000.00. v. Kramer finds it acceptable to access Lot 1 and Lot 2 via a cul-de-sac from the signalized intersection on SR99 extending along the North side of Lot 1 and Lot 2. Option 2 i. City condemns the land needed for the regional storage facility. Kramer is likely to have only Lot 1 and a portion of Lot 2 for development. The above minutes fairly represent a summary of the meeting noted. Rick Kramer, Grubb and Ellis Bob Wright, Property Owner EXHIBIT "A" The lots 1, 2 and 3 are divisions of a 8.26 acres of land in the County of King and State of Washington, City of Federal Way, said land being described. as follows: That portion of the South half of the North half of the North half of the Southeast quarter of the Northeast quarter and that portion of the North half of the South half of the North half of the Southeast quarter of the Northeast quarter of Section 20, Township 21 North, Range 4 East, W.M., Lying westerly of state highway. o 2 131,Q,5 IQ, FT, 6- - U � J c+ Brothers Enterprises 33310 Pacific Hwy. So. • Suite 406 • Federal Way, WA 98003 Tel: (206) 661-1338, Fax: (206) 661-6368 PROPOSITION Purpose of the Project We, Brothers Golf, operate the Indoor Golf Practice Range with Golf Equipment Shop at 33310 Pacific Highway South, Suite 406 in Federal Way. Ever since we started this business, we have been asked by many of customers to open Outdoor Driving Range in full scale in Federal Way. As you know well, most of golf lovers from Federal Way who want to practice swings go to other towns. Running indoor practice range and living in this town, we feel that it is worthwhile to have a full scale outdoor practice range in this town, and we can do it. This project will definitely bring lots of customers not only from our own town but also from neighboring towns, so that we can do business as well as contribute to the City. Outline of the Project 1.Total Acreage: Out of total available acreage of 8.84 acres, we are going to utilize about 6.8 acres (296,200 sq.ft.). Total space consists of; Field: 250 yards x 329 ft. = 246,750 sq.ft. Hitting Deck: 15 ft. x 310 ft. = 4,650 sq.ft. Putting Green: 30 ft. x 30 ft. = 900 sq.ft. Chipping Green: 30 ft. x 70 ft. = 2,100 sq.ft. Buildings:5,600 sq.ft. --- Pro Shop: 1,500 sq.ft. Storage: 1,000 sq.ft. Snack Corner: 600 sq.ft. Stores: 2,000 sq.ft. Lavatory: 500 sq.ft. Parking: 9,900 sq.ft. for 66 cars Drive Way: 11,300 sq.ft. Landscaping: 15,000 sq.ft. 2.Facilities: We are going to erect only ground floor hitting deck with 31 slots in the first stage. However, we want to add another 30 slots in the second floor when it is necessary. Ground foundation will be done for the two story hitting deck from the beginning. Also, we are going to install the protective nets around the field from the hitting deck with 20 ft.at the deck side and 30 ft. at the end of the field. Lightings will be furnished to show the ball trajectory. '30 qt o z Sc' yv 5 ) �zI , I , 1 -TOTAL. /rCIZAO-C : G_ 8 • ACF-E DRIV[W 4 f 0 1 ptQEC lt�cS G x 6uIL-VIA i�: t, PAgY- 114 p » WAY l 1. 3 o-u : - 3o� t~ t ZDOf W, d' T Nrn , 9� v O Z N. g9-4 -26 V. 141-14.322 2� d B8•A5- g6 5U 9 o ,q0 FAD. WAY 61-A go—o7 V1 0 0 M a J r a; r m 3SA` • Q — 2oBD 1 �. ol� s U 1 OV7 o • 1 0 /BS ] 1313. 91 W j Z` 6-7 — a � ' 22G•GO �D �o a �oG w aF 71312110a53 ��4LaA I 31b g oAS Q 2,9 `� 1L>3 1 a y �Lq G3 1 rr ..r •❑ �._nc yr 438. o G 3g5. � iLC. r7 o o �1 O .-- e � L -3 G • x �, 4 v V � v From: PHILIP KEIGHTLEY (PHILIPK) To: GregF,CaryR,KenN Date: Monday, September 21,-1992 6:33 pm Subject: Rick Kramer & DEA meeting Greg, would you be free to meet Rick Kramer and DEA's engineer on the Wright property Home Depot possible development at 1 or 2 pm Wed Sept 23 to go over timing assurances you kindly summarised with me today ? Kramer has to "sell" the DEA person so he will in turn "sell" Home Club to concider the site. Ken, Rick Kramer would like you to attend but I believe I can handle it with Greg and -Cary. We may have to spend some 1993 budgeted funds for Kitts Corner/336th regional R/D pond design in 1992 if this opportunity for a largely paid for site and construction occurs. Cary, can you attend ? We need to go over R/D design issues and timing needs before the meeting especially if you cannot attend. CC: RonG J CITY OF PrIN-Ir33530 1 ST WAY SOUTH FEDERAL WAY, WASHINGTON 98003 July 29, 1992 Robert L. Wright 34839 Pacific Highway South Federal Way, Washington 98003 Re: King County Grading Permit No. 2752-60 Dear . Wrig Thank you for your correspondence of May 21, 1992, in which you requested approval to complete the grading of your property at 34400 Pacific Highway South in accordance with King County Grading Permit No. 2752-60. In reviewing this file, I have determined that sufficient information is present which would allow you to complete the grading in Phase I (east of the pond), authorized by King County in your permit application to them in 1985. In granting this, I am required by existing codes and ordinances of the City of Federal Way and the State of Washington to obtain the following information from you: 1. A copy of the approved King County plan. 2. A delineation of the area already filled under the approved permit, in relationship to the area being requested to be filled (This can be shown on a copy of the approved King County plan). 3. The amount of fill which has already been placed on the site under the permit. 4. The additional amount of fill being requested to complete Phase I. 5. Confirmation of storm water runoff from the State highway (SR 99) that may drain through the ravine on the southern portion of the site. 6. Delineation of the boundaries of your property in the field, in relationship to the area proposed to be filled. In addition, these same codes require that your grading activities be done in accordance with the erosion control regulations of the 1990 Surface Water Manual. Robert L. Wright July 29, 1992 Page 2 After this information has been received in completed farm, an approval of your request will be granted with the following conditions which will be required for work performed on the site: 1. Rock check dams shall be provided in the existing drainage swale on the north side of the property, and in any drainage corridors that may be affected by the proposed grading (it may be advisable to show the rock check dams on the plan to be submitted). 2. A construction entrance and other erosion control facilities, meeting current City requirements, shall be provided. 3. Existing slopes must be regraded to 2:1 or flatter and revegetated for permanent erosion control. 4. Drainage swales on the perimeter of the fill area (Phase n shall be maintained until vegetation on the slopes is reestablished to the City's satisfaction. We look forward to working with you. Please contact me if you have questions of a general nature concerning this correspondence. With respect to questions related to engineering, Please call Ran Garrow, Senior Public Works Development Engineer, at 661-4137. Sincerely, eth yberg Assistant City Manager Community Development Director enclosure c: Gregory D. Moore, AICP, Development Services Manager Kathy McClung, Land Use Administrator Ol fargaret H. Clark, Senior Planner Stephen Clifton, Senior Planner Ron Garrow, Senior Development Engineer KC 275260.RS ((S- ) - 0 0 King County Building & land Development Division Parks, Planning and Resources Department 3600 • 13e h Place Southeast Bellc%ve, Washington 86006.1400 July 10, 1990 Robert Wright 34839 Pacific Highway South Federal Way, WA 98003 Grading Permit game: Wright Company/Robert Wri ht Site Address: Site 42 Phase I approx. 34101 Pacific HwY. S. Date of Last 2>c-t1D_-r'/Inspection: 6-27-90 Grading File 1 2752-60 Items checked need corrective action: a) Settling ponds _ f) Permit (Conditions/Expiration X s b) Drainage controls X g) Slopes x c) Screening/Landscaping h) Land rehabilitation x d) Fencing/Gating i) overburdens/Stockpiles e) Road Maintenance j) Storage/Maintenance areas Notes: PRioR To SEPTEMBER 15, 1990: b) Drains a Controls: Ditches and drainage systems on top of and along north and south slopes of the fill need to be re-established and/or maintained. r f) Permit [Conditions/Exniration): Phase If of this perntit expired on March 20, 1990, and Phase 11 cannot be processed by King County - contact the City of Federal Way for further permit processing. g&h) slopes/Land Rehabilitation: Slopes on the north, west and south must be re- graded to 2:1 or flatter, and revegetated for permanent erosion ocntrol. Upon caripletion of the above items, the temporary sediment control pond bean rust be removed, and this area stabilized/revegetated. The Grading Section will ocntinue to hold the bonds on this site until either 1) the items noted above are completed DR 2) the bonds and/or subsequent permits for this site come under Federal Way authority• X Please contact Jim Ballweber of the Grading Section at 296-6610 with- in seven (7) days regarding your plans for corrections. Tndy'rea,*din ly,, Supervisor Grading Section RS:FAB:jmb CC: Larry Gibbons, Manager, sMt Project Mgmt. and Design ATTN: Ken Nilson, Senior Engineer Bi11 Davies, Manager, SWM, Drainage Investigation ATTN: Lary Gettle, Engineer Ralph Colby, Manager, Technical Servioes.Section ATTN: Laura Kaye, Wetlands Specialist Federal Way Community Dev., AM: Corey Smith, Assoc. Planner, Bldg. Dept., 31130 - 28th Ave. S., Federal Way, WA 98003 Wilsey & Ham Pacific, ATTN: Richard Lowe, Senior Proj, Eng., P.O. Box C-97304, Bellevue, WA 98009-7730 WA 98371 Bennett PS&E, Inc., ATM: Rober Bennett, P.O. Box 1031, Puyallup, Y LSEV Ii , y..yl Creative Solutions ... Superior Ser, l PACIRLo, 3025-112th Avenue N.E. (206) 827-0220 Planning Surveying Environmental P.O. Box C-97304 Bellevue, WA 980 09-9304 Fax (206) 822-5341 Engineering Landscape Design Services 0 To: Date: -A Project Number: 3 "' — C/ Project Name: Regarding: PLEASE NOTIFY US IMMEDIATELY AT (206) 827-0220 IF THERE ARE ANY PROBLEMS RECEIVING THIS TRANSMISSION We Are Sending: rtached Facsimile — Number Of Pages Including Cover ❑— — — j Copies These Are Transmitted: ❑ For Your Info/File ❑ As Requested For Review And Comment El Description' ��tl��ir�ts�►.�'ir fries •� + Comments Siened �!l11I1M 0 Co 'ed To: p❑ iL G A w11SEYx ` t PACIFlc' 3025-112th Avenue N.E. P.O. Box C-97304 Bellevue, WA 98009-9304 MEMORA UM November 9, 1990 TO: Greg Fewins, Senior Planner, City of Federal Way FROM: Richard Lowe, Senior Project Engineer, W & H Pacific Susan Meyer, Wetland Specialist, W & H Pacific W & H Pacific file No.: 3-420-0202-1.29 SUBJECT: WRIGHT PROPERTY, 340th and PACIFIC HIGHWAY SOUTH Land Surface Modification application No. UPI-90-0005 The City of Federal Way has requested a review and commentary of the Wright Property fill and grade application. A SEPA determination will subsequently follow. EXISTING CONDITIONS The property in question contains wetlands and a drainageway, which is a tributary to Hylebos Creek. This drainageway would probably classify as a stream per definition 865, chapter 3, of the Federal Way Ordinance. Deer tracks were observed near the drainageway, and ducks were inhabiting the ponded wetland. The size and boundaries of the wetland areas have yet to be determined. It is quite apparent from field observations and historical information that human manipulations have helped to create and enhance wetlands on the site. This is largely due to increased development and thus, increased stormwater runoff coupled with surface manipulations and fill and grade operations. DEVELOPMENT ALTERNATIVES AND IMPACTS Four alternatives are discussed which may be reviewed. - Leave all existing wetlands and channels as they are and build on existing fill. - Leave the channel and fill the ponded wetland with mitigation. - Culvert the channel and fill the entire area. - Divert the channel and fill the entire area. (206) 827-0220 Fax (206) 822-5341 Planning • Engineering • Surveying • Landscape Design • Environmental Services PACIVIC The drainageway that runs north -south through the property is part of the Hylebos Creek Basin. Because the channel has been widened, wetland vegetation has become established along the sides. It would be most beneficial to the Hylebos system if this channel were left as it exists now. A natural, vegetated channel results in higher downstream water quality. Since a portion ❑f the water entering this channel is stormwater runoff, the cleansing properties of its natural vegetation would be an asset. Culverting the channel may be a possible alternative. Section 80.90.3.b of the Ordinance allows for culverting of a stream if it is necessary for some reasonable use of the subject property. SEPA, however, would probably consider the impacts such as decreased wildlife habitat, decreased water quality, and increased water flow and velocity as too great. Another possibility for the channel or drainageway would be relocation. If the channel is a defined stream, it will be subject to Section 80.80 of the Ordinance. Otherwise, it would need a wetland determination and delineation, would be subject to Regulated Wetlands Sections 80.155 and 80.160, and probably would be much more restricted. The City of Federal Way Ordinance allows both culverting and relocation of streams under certain conditions. Water could probably even be diverted from the site to some other off -site channel. However, from a SEPA standpoint, any one of these manipulations would have significant impacts to wildlife and water quality. The wet ponded area between the toe of the slope and the berm receives water from the overflow of the channel and it appears, sheetflow from the southern edge of the property. If water was diverted from the property, this area would probably still receive enough runoff to flood during parts of the year due to its low elevation in relation to the surrounding area. If left alone, this area could become a significant wetland. In 1989, the soil was sampled and found to be nonhydric. Subsequently, the conclusion was made that the area was not a wetland. It would be wise to recheck the soil conditions. The area has hydrophytic vegetation (which was not noted in the SEPA checklist) and hydrology, and because of the recent surface manipulations, may require the problem area method of wetland determination. This method is described in the "Federal Manual for Identifying and Delineating Jurisdictional wetlands". If it is still found to be nonwetiand, then only the Army Corps of Engineers can determine its jurisdiction. if it is a wetland, impacts ❑f the proposed development would be moderate, and would require mitigation under the City of Federal Way ❑rdinance and SEPA. WILSEY't "rI PACIP1C 3025-112th Avenue N.E. P.O. Box C-97304 Bellevue, WA 98009-9304 MEMORANDUM November 9, 1990 TO: Greg Fewins, Senior Planner, City of Federal Way FROM: Richard Lowe, Senior Project Engineer, W & H Pacific Susan Meyer, Wetland Specialist, W & H Pacific W & H Pacific file No.: 3-420-0202-1.29 SUBJECT: WRIGHT PROPERTY, 340th and PACIFIC HIGHWAY SOUTH Land Surface Modification application No. UPI-90-0005 The City of Federal Way has requested a review and commentary of the Wright Property fill and grade application. A SEPA determination will subsequently follow. EXISTING CONDITIONS The property in question contains wetlands and a drainageway, which is a tributary to Hylebos Creek. This drainageway would probably classify as a stream per definition 865, chapter 3, of the Federal Way Ordinance. Deer tracks were observed near the drainageway, and ducks were inhabiting the ponded wetland. The size and boundaries of the wetland areas have. yet to be determined. It is quite apparent from field observations and historical information that human manipulations have helped to create and enhance wetlands on the site. This is largely due to increased development and thus, increased stormwater runoff coupled with surface manipulations and fill and grade operations. DEVELOPMENT ALTERNATIVES AND IMPACTS Four alternatives are discussed which may be reviewed. 1. Leave all existing wetlands and channels as they are and build on existing fill. The drainageway that runs north --south through the property is part of the Hylebos Creek Basin. Because the channel has been widened, wetland vegetation has become established along the sides. It would be most beneficial to the Hylebos system if this channel were left as it exists now. A natural, vegetated channel results in higher downstream water quality. Since a portion of the water entering this channel is stormkrater runoff, the cleansing properties of its natural vegetation would be an asset. (206) 827-0220 Fax (206) 822-5341 Planning • Engineering • Surveying ■ Landscape Design • Environmental Services PACIV'iC Wright Property November 15, 1990 Page 2 2. Culvert the channel and fill the entire area. Culverting the channel may be a possible alternative. Section 80.90.3.b of the Ordinance allows for culverting of a stream if it is necessary for some reasonable use of the subject property. Under SEPA, however, the impacts such as decreased wildlife habitat, decreased water quality, and increased water flow and velocity would be too great. 3. Divert the channel and fill the entire area. Another possibility for the channel or drainageway would be relocation. If the channel is a defined stream, it will be subject to Section 80.80 of the Ordinance. otherwise, it would need a wetland determination and delineation, would be subject to Regulated Wetlands, Sections 80.155 and 80.160, and probably would be much more restricted. The City of Federal Way Ordinance allows both culverting and relocation of streams under certain conditions. Water could probably even be diverted from the site to some other off -site channel. However, from a SEPA standpoint, any one of these manipulations would have significant impacts to wildlife and water quality. 4. Leave the channel, fill the ponded wetland, and provide mitigation. The wet ponded area between the toe of the slope and the berm receives water from the overflow of the channel and it appears, sheetflow from the southern edge of the property. If water was diverted from the property, this area would probably still receive enough runoff to flood during parts of the year due to its low elevation in relation to the surrounding area. If left alone, this area could become a significant wetland. In 1989, the soil was sampled and found to be nonhydric. Subsequently, the conclusion was made that the area was not a wetland. It would be wise to recheck the soil conditions. The area has hydrophytic vegetation (which was not noted in the SEPA checklist) and hydrology, and because of the recent surface manipulations, may require the "'problem area"' method of wetland determination. This method is described in the "'Federal Manual for Identifying and Delineating Jurisdictional Wetlands"'. If it is still found to be non -wetland, then only the Army Corps of Engineers can determine its jurisdiction. If it is a wetland, impacts of the proposed development would be moderate, and would require mitigation under the City of Federal Way Ordinance and SEPA. 011 IES ASSOCIATES RECEIVED IAUG 1 01990 August 7, 1990 TO : Ms. Cory Smith _ City_of_Federal Way 31130 28th Avenue South Federal Way, Washington 98003-5006 1514 Muirhead Olympia, WA 98502 Ph: (206) 943-0127 8835 SW Canyon Lane Portland, OR 97225 Ph: (503) 297-6081 SUBJECT : Evaluation of the Wastewater Retention Area on the Bob Wright Federal Way Project Introduction. In 1988-89, the referenced property was walked and evaluated by IES Associates to determine the wetlands characterization, both from a biological wetland perspective and a jurisdictional wetland perspective, of the property. Final data was discussed with the Washington Department of Wildlife, since their staff had been on the site and had been instrumental in assisting Mr. Wright in the design criteria that has created the existing conditions. In July, 1990, IES revisited the site and re-evaluated drainage conditions and problems affecting the property. Findings. In both 1989 and 1990, it was found that the drainage ditch through the site was being significantly impacted by off -site drainage that was dumped onto the Wright property and by blocka'c es downstream which have prevented normal drainage from the aria. These two factors have significantly impacted the physical characteristics of the drainage way, as well as the it of the drainage way to adequately accept or collect s a water along the site as part of a temporary ete t'n/det ration system designed to reduce sediment impacts 4-hrouW the ,ditch from runoff of recently filled areas. e retention/detention area created at the east edge of t side dra-gage area, between the drainage ditch ar" a if is as f unc e the years to provide �i� i N Bob Wright Property August'7,=1990 temporary drainage storage on the site before it was discharged into the drainage way. The storage of water for extended periods--of—time in- this --portion - of- the site has created a biological wetland. However, based on discussions with Jaime Hartley, Army Corps of Engineers, and John Marshall, Washington Department of Ecology, and a review of the King County wetland ordinances; it was determined that areas created for the specific purpose of collecting and detaining surface water on a temporary or permanent basis are not jurisdictional wetlands under the Federal Clean Water Act or King County's wetlands ordinances or the Department of Ecology's interpretation of a wetland. Based on this definition, the wetland area, located between the toe of the existing fill that abuts Pacific Highway on the west and the drainage ditch on the east, is not a jurisdictional wetland and would not be regulated by the Clean Water Act or Washington Department of Ecology under the State Environmental Policy Act. This finding corresponds to the finding of the City of Federal Way. Under this definition, that area between the toe of the fill and the berm that separates the temporary retention/detention area from the permanent drainage way could be filled without a permit from the Army Corps of Engineers without being identified as the fill of a wetland under the State Environmental Policy Act. 9 Bob Wright Property August 7, 1990 This constitutes the letter evaluation of existing conditions on the Wright property located on Pacific Highway, Federal Way Washington. Sincerely, //(/," Ne&4�� R.L. Van Wormer Senior Biologist IES Associates cc: Bob Wright The Wright Place 34839 Pacific Highway Federal Way, Washington 98003 3 crVLLiivC/X d-�j,Y Ct7:2�1-G2 n � i r? YJ C-/hCZ/G L- i S �- /�e�7�ly .�-,S WILSEY&H'`V- I PACIFit.'... 1980-112th Avenue N.E. P.O. Box C-97304 Bellevue, WA 98009-7730 To: C�✓z % 5%"''� Creative Solutions ... Superior ServirP--" (206) 454-3250 Planning Surveying Fax (206) 453-4094 Engineering Landscape Design Date: —7 1 2- 0 % G/ `) C_ 1 y Project Number: 0 1 ��� 3� 2 �r'N✓<` Sp✓,�� Project Name: /1 ,r wA w,l Re arding: i PLEASE NOTIFY US IMMEDIATELY AT (206) 454-3250 IF THERE ARE ANY PROBLEMS RECEIVING THIS TRANSMISSION We Are Sending: These Are Transmitted: N Attached ❑ For Your Info/File ❑ Facsimile aAS Requested Number Of Pages Including Cover ❑ For Review And Comment Comments Signed Copied To: L- C'r /--7 I- /c ti o w i i= �-u L�' /a.�z_ (- / 7 i 5 S y "- S /'1,— y n "1, r- S WTISEY&_ PA'"IFIC 1980-112tit Avenue N.E. P.a. Box C-97304 Bellevue, WA 98009-7730 MEMORANDUM WILSEY & HAM PACIFIC, INC. TO: Cory Smith, Associate Planner, City of Federal Way FROM: Richard Lowe, P.E., Senior Project Engineer DATE: July 16, 1990 WHP File No.: 3-420-0201 SUBJECT: R. L. Wright Proper ty SR 9 9 C 14 0 th The following observations and recommendations are made concerning the 8 acre site located approximately 34101 Pacific Highway South: o King County has an expired grading permit #2752-60 which has outstanding corrective action required. A checklist of remaining items was prepared by King County on July 10th. Any work proposed outside of this permit will require a permit application and review under Federal Way procedures. o The existing streamcorridor needs to be protected and rehabilitated as a disturbed sensitive area with any development which may be proposed. The minimum setback from the top of bank for a minor stream is 50 feet. The proposed driving range would have the potential of disturbing this stream corridor with the process of retrieving golf balls. An operational plan showing the retrieval of golf balls without disturbing vegetation or animal habitat within the required setback area would need to be established. Water quality concerns also exist relative to golf ball retrieval. o Evidence of emerging wetland characteristics have been shown in the documentation provided. The potential of this site being considered a wetland under current requirements requires a definitive delineation. The preliminary field report by R.L. Van Wormer of IES Associates provides sufficient information to warrant the more rigorous evaluation. Should site analysis show this area to be a wetland, the minimum setback becomes 100 feet with a greater sensitivity. Disturbance to wetlands for routine operational considerations should not be allowed. Deposition and retrieval of golf balls within a wetland area is not a suitable land use. a King County has identified this area for regional detention of storm water as noted in their 1979 report from KCM Engineering. King County considers this area as a disturbed wetland from historical and investigative evidence. They are currently seeking permits and easements to detain storm water within the historic 25 year flood plain and to restore the wetland on this and adjoining sites. The degree of sensitivity which should apply to this site can not be determined until a wetland delineation has been completed and approved. Any proposal on this site will need to study the environmental impacts to this sensitive area resulting from the construction and operation of the facility. (? 4j4-3350 Fax [20fi1�5� �94 Planning • Engineering • Surveying • Landscape Architecture ( King County Building & land Development Division Parks, Planning and Resources Department 3600 - 136th Place Southeast Bellevue, Washington 99D06.1400 July 10, 1990 Robert Wright 34839 Pacific Highway South Federal Way, WA 98003 Grading Permit r] a me : Wright Company/Robert Wright ' JUL 1 11990 ' Y& HA Site Address: Site #2, Phase I, approx. 34101_Pacific Hwy. S. Date of Last r/Inspection: 6-27-90 Grading File # 2752-60 Items checked need corrective action: a) Settling ponds f) Permit (Conditions/Expiration X b) Drainage controls X g) Slopes X c) Screening/Landscaping h) Land rehabilitation X d) Fencing/Gating i) Overburdens/Stockpiles e) Road Maintenance j) Storage/Maintenance areas Notes: PRIOR TO SEPTEMBER 15, 1990: b) Drainage Controls: Ditches and drainage systems on top of and along north and south slopes of the fill need to be re-established and/or .rminta.ined. f) Permit (Conditions/Expiration): Phase If of this permit expired on March 20, 1990, and Phase II cannot be processed by King County - contact the City of Federal Way for further permit processing. g&h) Slopes/Land Rehabilitation: Slopes on the north, west and south must be re- graded to 2:1 or flatter, and revegetated for permanent erosion oontrol. Upon completion of the above items, the temporary sediment control pond berm must be removed, and this area stabilized/revegetated. The Grading Section will ocntinue to hold the bonds on this site until either 1) the items noted above are completed OR 2) the bonds and/or subsequent permits for this site come under Federal Way authority. X Please contact Jim Ballweber of the Grading Section at 296-6610 with- in seven (7) days regarding your plans for corrections. S-Lncerely, Z� Randy Za11- nn, Supervisor Grading Section RS:FAB:jmb cc: Larry Gibbons, Manager, SWM, Project Mgmt. and Design ATTN: Ken Nilson, Senior Engineer Bill Davies, Manager, SWM, Drainage Investigation ATTN: Larry Gettle, Engineer Ralph Colby, Manager, Technical Services Section ATTN: Laura Kaye, Wetlands Specialist Fed ral Way Community Dev., ATTN: Corey Smith, Assoc. Planner, Bldg. Dept., 130 - 28th Ave. S., Federal Way, WA 98003 ({%%Wilsey & Ham Pacific, ATTN: Richard Lowe, Senior Proj, Eng., P.O. Box C-97304, Bellevue, WA 98009-7730 Bennett PS&E, Inc., ATTN: Rober Bennett, P.O. Box 1031, Puyallup, WA 98371 F-1 (1R,/Prv. 4/85 CITY OF FEDERAL WAY Mayor Debra G. Ertel City Manager J. Brent McFall JUNE 6, 1990 Richard Lowe Wilsey & Ham 1980 112th Avenue NE P.O. BOX C-97304 Bellevue, WA 98009-7730 Community Development 31130 28th Avenue South Federal Way, WA 98003-5006 (206) 941-1555 RE: Authorization for Review 8 acres site; west side of Highway 99 & 140th Dear Richard: Council Members Mary E. Gates James V. Handmacher Joel R. Marks Robert E. Stead Lynn J. Templeton James E. Webster Attached you will find a letter from R. L. Wright requesting that the City review the enclosed site plan and accompanying engineering reports, in order to determine the feasibility of developing the above referenced site. Per our agreement with Wilsey & Ham, I hereby authorize the review of the information provided. once your review is complete, please send your comments and/or recommendations to Cory Smith for further action. If you have any questions, please call Cory at 941-1555. Sincerely, le t.0- 21-f e&t-e GregnDMoore, AICP Acting Director of Community Development and Public Works SC/bk cc: Cory Smith, Associate Planner WRIGHT.LTR/GMOORE AL DESCRIPTIO,�,-,� t Vr W tiow of t br X" t h 1 /Z aT "o worth 1/2 of 40M Hot h of the Routhmost 1/4 of the Mork%648t 1/4 of Naetien No, ,"ship 21 Northo Aar &@ 4 East, W.M., AND that Partten Of North 1/2 of the South 1/2 of the North 1/2 of ths tNo4@t 1/4 of the Northwest 1/4 Of ■cation =or Yownshtp i+ Mortk, RanE■ • Eeat, ■.N., lrint Wert of 8t4tt W1$hwtyj uit• in the County of ILin=, h its of PsehinStWn. BOLT FIRE HYDRANT STA 28+10, 80' LT. EL. 314.45 770'-0" 416' .� 40 YARDS h o ry O CULVERT--*,\ 105'-0" S 1158 +\- --- --- -- 177-7 -. l ' I ti / ; I ; � ' ti ► ; 1 cj + CVin Am mm� I IJ I ' 1 �^ I • Jr ' L Q CO W {/7 f 5 5 t 14r — — — — — — — — — — ��-------_--------. — — — — — — — — — — — — — — — — — — — — I IL 41 k I 4 145146 14711 48 9 1 50 51 15'1 54 55 % k I I 5B 1 59 60 61 k 1631641 �w TRUCK w o = p------�- Al 00 3 / i U 5 18 39 E75174173i2 7o 69 68 67 b6L65 6 15 38 I 7 20 37 76 40' I 8 21 36 77 / I1 9 22 35 78 to 23 79 W 2 24 33 go 0 f Q j u 25 32 1 p 13 27 30 83 ! 14 28 29 84 16 86 O I Y I 87 f 1 ' N 1 I f / �x C - � A ' rJ � , EXISTING HYDRANT -\ 4 w F- 0 W z W Q 9 SITEI KITT6 tol y1offFI 07. ;7 f�;i7ri►�,.��1 �j 7 it of VICIN TY MAI Not To lscol• r 34839 PACIFIC HIGHWAY SOUTH ► FEDERAL WAY, WASHINGTON 98003 U.S.A. (206) 838-9141 (206) 927-1393 FAX (206) 838-9143 June 5, 1990 City of Federal Way Building Department 31130 28th Avenue, South Federal Way, WA 98003-5006 ATTENTION: Greg Moore Re: 8 Acres on West side of Highway 99 and 140th. Dear Mr. Moore: qa� In order to develop my 8 acres I need a determination of how I am to treat the ditch that crosses my property. Enclosed are the following reports for your review: 1. Hydraulic Project Approval — from Department of Fisheries dated September 3, 1986 2. Wash. State Dept. of Transportation —dated February 13, 1986 3. Site Investigation — prepared by R. L. Van Wormer 4. Letter from Bennett PS & E, Inc In my opinion, this is not a wet land and I should be allowed to fill and develop my property. As I suggested in our June 1st meeting, now is the time to develop a plan for all the property north to 360th. A prompt decision would allow construction this year during good weather conditions. S ncer R. L. WRIGHT RLW/bd MAY-17-90 THU 7:33 i F . 1732 � enneff P O! OOZE JpI�C. SURVEYORS AND ENGINEERS P.O. BOX 1031 a PUYALLUP, WA 96371 PUY: 845-8833 SEA, 838.3474 May 16, 1990 Bob Wright 34839 Pacific Hwy S Federal Way, Wa 98003 Re: Filling -Grading Permit 89-3020 Dear Mr. Wright: Project located in the northeast quarter of Section 20, Township 21 North, Range 4 East, W.M. is a small part of a drainage way. The water has flowed historically from the North to the South through a large open ditch. Twenty-five years_ago I rented property from Mr. Vern Freeze adjacent to the SeaTac Auction. There was a drainage ditch on the -North property line which was an open channel with cottonwood trees. The drainage ditch flowed from the North. The channel was open through and beyond your property. All of the adjacent property drains directly to the channel without allowing ponding to occur. With the construction of sewers; the ditch was channeled - in some locations and the depth was filled along with some culverts being added. In making the changes, there wasn't the same free drainage to the new channel. This allowed ponding which never occurred before. The new ponding is now being considered a sensitive area. It is incorrect on the part of persons concerned about the environmental status along the channel, to say that it existed as a sensitive area prior to the changes that came about. The property adjacent which is served by the drainage way should be treated as a non -sensitive area as it was when I first was in the area. If you have any questions, please feel free to contact me. Cordially, Robert A. Bennett, PLS R is C 1f g Yam` Robert Wright Site Investigation On January 4, 1989, I met with R.L. Wright, of R.L. Wright Construction and Helicopter Service in Des Moines to conduct a site evaluation of a piece of property located on Highway 99 near the Kent-DesMoines road. The site is an area that has been filled for a number of* years, and has continued to be filled recently. The area to the south had been previously filled by an adjacent property owner --and is under negotiation with King County. Because of the legal problems on the parcel to the south there is a physical separation (i.e., a man-made draw) between the two pieces of property. There is a single large cedar located in that draw. Along the north side of -the fill, the bank is sloughing onto the adjacent property owner's land. This land to the north abuts Highway 99 on the east and extends west to the drainage ditch (i.e., a tributary to Hylebos Creek). All -of this area is uplands. The drainage ditch runs from north to south across the property, about two-thirds of the distance between Highway 99 and the west property line. Under current conditions, R.L. Wright Company has created a dike along the east side of the drainage ditch to keep the high drainage ditch flows from flooding the property east of the ditch. It also prevents sediment and silt accumulations from the existing fill from entering directly into the drainage ditch. Because of this dike, the low area back -of the dike, between the dike and the toe of the -existing fill, has become a water entrapment pond. Because of the lack of -an outlet, this area is currently an intermittently flooded retention pond. The dominant vegetation is reed canarygrass. Surface water runoff,- from a 36 inch pipe that runs under Highway 99 onto the properties, sheetflows westerly toward the north -south drainage ditch. This water has been picked up in a drainage pipe and directed south into the retention area between the fill and the drainage ditch by R.L. Wright Company. This has accelerated the rate of flooding onto the site. With no outlet, this only continues to increase the flood storage, thereby increasing the depth and duration of standing water which will enhance wetland conditions on the site. 1 The ditch through the Wright property has been excavated into a fairly deep, wide area in the drainage ditch that , functions as a flow -through pond. The ditch north of the Wright property is being scoured by accumulated runoff, increasing the size of the ditch and increasing the rate at which water is discharged from the west through the Wright property. This water collects from the north and from a second large surface water runoff pipe directed under Highway 99 from the east. To the south, the drainage ditch has been partially obstructed by the placement of dirt and debris in the ditch. In the process, the elevation of the creek was also raised approximately one to two feet higher than the bottom of the drainage ditch on the Wright property. This has create a dam that reduces the flow capacity and backfloods the Wright property. Because of the raised elevation and constricted flow, trees have grown in the drainage ditch. The trees trap debris and sediment, increasing the bottom elevation, which further aggravates the drainage problems south of the Wright property. Historic : By reviewing a series of aerial photographs provided by Mr. Wright and located at Walker Aerial Photo Services, we were able to create a historic analysis of the site. The site was originally farmed. At -that time a small drainage ditch/tributary/surface water collection ditch flowed through the property in the same location that it occurs under present conditions. However at that time it was a narrow ditch that only flooded during -high flows. The previous property owner excavated a pond into the area that is now the larger pond or drainage ditch on the site. This appears to have been an effort to slow surface runoff or possibly seep waters from the adjacent property to the west from flowing onto the bottom of the farm field during heavy runoff periods. Once .farming discontinued, the area reverted to a mix of native and invader species. There are photographs showing small conifers growing in the site that is now a reed canarygrass retention basin. Mr. Wright and others have identified these as Douglas fir. 2 Mr. Wright stated that, prior to their construction and raising of the dike to reduce the flooding, the retention pond area collected water but that it readily drained as the waters dropped in the drainage ditch. Because of this, the area was a mix of grass vegetation, with the stand of young, fairly even - aged Douglas fir. With the construction of the dike, drainage from the area was eliminated and waters could no longer drain from the site. With the extended flooding into the spring growing season, the Douglas firs and other upland plants, including what appears to have been a substantial starting growth of Scots broom, was eliminated. The dike located on the east side of the ditch was an existing dike prior to King County's wetlands ordinances being passed. At the time of the filling (i.e., dike improvement), the vegetation on the dike (from review of aerial photographs) was predominantly a grass mix with some of what appears to be red alder/Douglas fir growth and Scots broom. The dike reconstruction increased the width and height of an existing structure. It was improved for the purpose of eliminating flooding of personal property. It also was constructed on an area that would have been an upland using the Corps of Engineers multiparameter evaluation procedure. Existing Wetlands Conditions : The retention pond area between the west toe of -the existing fill and the manmade berm along the east side of the drainage ditch is becoming a wetland because of the intermittent flooding and vegetative composition. However, when using the Corps of Engineers delineation procedure and taking soils into consideration, the area still is not a wetland. Using the King County Soil Survey November, 1973, the basic soil on the site was identified as Arents Alderwood series. If the site were. properly drained, the area would revert to its historic conditions. Conclusions : The area in question, between the west edge of the fill and the drainage ditch (i.e., the tributary to Hylebos Creek), has become a reed canarygrass drainage swale bog wet area because of 3 a blocked drainage system. Although we have not completed a Corps of Engineers evaluation, there is a question whether the area is a true wetland. The improved dike, constructed by the Wright Company, has aggravated this flooding condition by eliminating outflow. The overflow structure placed on the dike at the recommendation of Joe Robel does allow for an escape of extreme high waters without scouring the dike, however because of its elevation it does not help in alleviating the wet condition of the site. The dike, constructed across the east edge of the existing drainage ditch, was an expansion and improvement on an existing flood control dike which had, at one time, isolated the drainage ditch from the parcel of property that is now flooded. With the breach in this original dike due to high waters, the area was flooding and creating farming problems. The placement of the new dike, plugging the hole, and raising the elevation to protect the area from flooding. The replacement dike was created on top of an old dike that was vegetated with a mix of reed canarygrass, Scots broom, small red alder, and what appears to be some Douglas fir. This should not constitute a fill in a wetland for two reasons; (1) the area was probably not truly a wetland based on predominance of vegetation and the soil type and (2) it was an improvement of an existing condition, which is allowed under King County ordinances to protect property -from flooding. Recommendations : A. Until the water can be removed effectively from the site, the area will continue to increase in wettedness and could become a diverse multi -species wetland. If the goal is to eliminate all the water from the site, then three things should occur: (1) The pipe entering the basin from the north should be redirected into the drainage ditch, thus preventing water from entering the pond from the north. There is a possibility that the small berm or road which has existed, at the point of the pipe, could be raised to assure that the waters sheetflowing across the adjacent property do not overtop and enter the Wright site. 4 (2) A culvert with a one-way flap gate be installed in the southwest corner of the detention basin into the drainage ditch. The invert of the culvert should be at the lowest surface elevation of the drainage ditch, thereby allowing complete drainage each time the drainage ditch elevation drops. (3) The drainage ditch south of the Wright property should be cleaned, with the removal of trees from the channel until the bottom elevation is -low enough to allow normal flows of water through the system. Problems : In our discussions with Mr. Wright, it was noted that the Washington Department of Fisheries and/or the County appeared to like the concept of the shaded area in the creek south of the site. The shading on the area could be retained through proper dredging and clearing procedures. This would continue to allow stream bank vegetation, particularly along the east side of the stream, but would remove the debris and trees from the ditch bed. The premise that the ditch is a viable fish habitat is questionable based on the physical conditions of the ditch downstream of the -Wright property. The presence of black cottonwood and other species in the stream bed are indications that the area dries up in the summer. Black cottonwood and red alder, although wet tolerant, will not grow in areas where the water stands year round or saturates the root zone during the spring growing season. Their presence indicates that this portion of drainage ditch is dry from a period late in the spring through the summer, and that water is only present in the area in the summer during periods of runoff after summer rains. B. As part of future development, the existing wetland could be utilized as a retention/detention basin for the treatment of surface water runoff from the Wright property. Because of the size of the proposed development area, this could be accommodated in a much smaller basin in the southwest corner of the existing flooded area. As we discussed in the field, waters could be collected in this area and discharged through a high water overflow grass -lined swale system on the crown of the 5 existing dike. The water would run backwards from south to north through this drainage ditch, thereby increasing sediment removal and biofiltration of the surface water that would be collected from the development site on the Wright property. At the north end of the property, the drainage ditch could have an overflow sill which would allow the water to sheetflow into the existing drainage ditch. From there, the water then would flow with the normal flow, downstream to Hylebos Creek. Additional tree/shrub' plantings would be placed on both sides of the open water components that exist* on the Wright property under existing conditions. This would re-create and expand the shaded conditions desired by the Fisheries Department. Cleaning the downstream area would allow normal drainage from the site through the area and, by removing obstructions downstream, increase the potential of fish movement through the area and into the pond. This constitutes the field notes and thoughts of Rex Van Wormer, IES Associates, on the R.L. Wright property, Highway 99, King County, Washington. Sincerely, R.L. Van Wormer Senior Biologist IES Associates a �' -. .'r�^ � ti.3. '-� �ii w�=3r7•'raJ��c 1�.�.' tirrti.+�4 _"_�y.�_�r �+�,.�+.►+'c-:.1.s a..... r-,�_ _ w _ �. _ �.���;..,�i:� �_ _�.L1 ,. " _'y".;�� Potential I -go waste Site P2cific Highway S./344th St. Irvin C. Lloyd Environ-Mantal Prorrars Officar ter. Ernest J. vaia&i, Director 1)ffjc,� of Plannin7 end Pragran u'sveiopnent Portland, D:ogcn Roan 312 M ohati< Building 708 S. V. Third Avenue Portland, Oregon 97204 Feoruary 9, 1937 . FPP-010.3 -iri f el,rusry 3, 1937 at -t` .. ragx!st of Area Engineer Kay, WDiT, and the property ;1,:nf•T., Bob v rig'�t, I inspected on site, a potential waste disposal area for I-90 aL ni~c _ f i-c H��h,'3d S. 4nd 344th Street with Jim SC,nafer and ►Zalp i Niehals, NS 7T; gi-, UrPcn, 5rattle district Carps of Engineers Regulatory Functions Branca; and Area F.nfiineer Dick K�sy. Mr. I�rirht could like to use I-40 waste r,�terial to fill in his property su it wou1,,j.bP ,,lore desirahlc for development. . 10 cf the Environ�oental Assess,--te-nt for the 1-90 tQrcer Island Excess �iaterios oisrnsal states that wetlands will be consic6rcz; when selecting a site fcr _, este disposal. The Wright proposed lanai fill arev has standing voter on one 1'r. Kay Tari't!:'Ste:� �Jrofession l ev,.jjUE.ti on of t1l'� prop;osad site in regards to pry Fences of wetland's. Dn ,;�nua: y -0, 1987 14r. Schafer mad^ a survey of _the urea, site. 2 -of the Atte_Tn -it 1. t•�. Green nor myself lion- seen tiff: areei prior to the On -sit(' ir,,e_;� ratinn. DLlrinU the Lours? of our on -site, reviev WC: contacte' Mr. Wri7,'lt at his o, fice ;; n is 2p l .atnly 3 blocks from, VIP sup jer_t area. Durinc oi�r Fir. Wriont shown a 19,162 aerial innotC Of the sits O'h'Li h ill-,is`Tat^C. a lore_ narrow pn' 1rto,.iards the west eru of the property. After air :01�"�15'i l l.lt!l }'.^. iirl '1' i-Slt� U[7nijltiv'1�, 'Green it- +'Gould -be-r.cfiy to dispose 1-90 nateriEl -on tale 4s_i^lit ^rC; eTt'.� provi:;inq the existing strew',+ and the aciiacQnt pond shoreline tc,, the east of th�strew v.-_ra not affected. Tnz shoreline is an Irregular lint: aciproxi--atelr fifty feet east of tale sever line can` holes Past of the stred-i, berg!. ts�e pin�tcs, Attectrnent 3). T.&ie CE official positia-► is indicut in to it Fe-t Crary 4, 1987 letter (sea Attactv.'ent 2). By copy of this mer iorend;Ln we recoftmend WSDOT be informed -af our ;recommendation. ir�right v�3s told hA un rick •inforr�d of oLz decision during the re :ti of February 9. a _ ;Irvin C.- Lloyd A t t a _ " ent_ C : j,=js in:tcn ;division (iF_A-Wrt'j Wetland Determination January 20, 1987 Jim Schafer Project Development Office Olympia Subject: SR 90 Martin Luther King. -Way to Yakima St. Material Disposal Site - Wetland Determination Two sites were examined on January 19, 1987, to determine if wetlands were present. Site 1 Site 1 is located west of Pacific Highway S. and south of 348th St. The site is generally rectangular, about 650 feet long (east - west) and 180 wide, about 3 acres in size. A creek was flowing through the site from north to south about two - thirds of.the way to the west boundary. The site was vegetated primarily with goundcover grasses and weeds with a few small Western Red Cedar and alder saplings in the west -central portion of the site. The channel appears to have been deepened and staightened in the past, with sidecast material creating a relatively steep shoreline on each side. There is no riparian vegetation or area for its development within the site. Riparian vegetation is well developed on property to the south and north. There are no wetlands on this site. Site 2 This site is located west of Pacific Highway S. and in the vicinity of an extension of 344th St. It is approximately rectangular, 1100 feet long (east - west) and 332 feet wide. A creek flows from north to south about 700 feet from the east boundary. To the east of this drainage, the site is totally cleared, to the west, some ground cover and trees remain. The creek appears to have been deepened and straightened recently, and a berm was placed along the east shoreline. Immediately adjacent to the berm is a shallow pond of approximately 1 acre size, with an associated low area further east of about one-third acre size. Some fill has been placed in this low area, that is quite organic in nature with cattail stems and tubers mixed within. According to the landowner(Bob Wright), this material was imported from another site and did not originate at this location, and was intended to provide a source of vegetation. -OtJ 4-9--7- .To the north of this site the creek meanders through :undeveloped property that is well vegetated with trees and ground 'cover. To the south is a log storage and firewood .cutting yard, an area that has been filled in the past. In reviewing aerial photos taken in 1982 and in discussing the past and present nature of the site and its drainage with the landowner, Joe Robel of the Washington Dept. of Fisheries and Dianne Sheldon, King County wetland specialist and in examining the condition of the site at the present time, it is my determination that this site is primarily upland in nature. The hydraulic nature of this site has been permanently altered by grading and excavation, and by changes in surface runoff quantities over the years. The site may have had small wetland areas associated with the stream channel in the past. The current pond is essentially a graded out dirt bottom basin holding water, with some associated low areas that if left alone would undoubtedly develop into a wetland. The functions attributed to this pond are primarily water quality in nature sediment trapping, nutrient retention, and floodwater (storm event) desynchronization. The creek is quite intermittent in nature, subject to runoff from upstream impermeable surfaces. It is my recommendation that these water quality functions be maintained and that an area be established not subject to alteration, that will also develop into a functional wetland. A very small amount of wetland vegetation was observed along the south boundary in a ditch adjacent to the fill to the south. Mere are no naturally occuring wetlands present on this site. NT DEPARTMENT OF FISHERIES 1 HYDRAULIC PROJL�' h APPROVAL R.C.W. 75.20.100 Se tember 3 1986 (Applicant should refer to Mis dole in allcorrBopondenzo) PAGE 1 OF 2 PAGES 1❑ LASI NI MC Wright Robert 1B STREET OR RURAL ROUTE 34839 Pacific Highway South Federal Way 12 WATER Unnamed Tributary 13 QUARM. 82OTM V T/4 20 la C',(N11Akr4 11MUNI: 838-9141 Washington TRIBUTARY TO Hylebos Creek NNSHW RANGE (E•W) 21N 4E ZIP 98003 COUNTY King ....... ........ -D.E P. ART Mr; NT : QF; FtSH E R I E S General Admin. Bldg. Olympia, Washington 98504 (206) 753-6650 El 1 2 3 4 ❑3 ❑7 ❑e WRIA A B C D 8-10.0006 14 15 16 17 F G 11 TYPE OF PROJECT Culvert Installation ........"„ Pond Clean -Out TWO PACT MAY BEGIN 2 ANO BE COMPLETED BY TIME LIMITATIONS: Immediately November 1, 1986 THIS APPROVAL IS TO BE AVAILABLE ON THE JOB SITE AT ALL TIMES AND ITS PROVISIONS FOLLOWED BY THE PERMIT - TEE AND OPERATOR PERFORMING THE WORK. The person(s) to whom this approval is issued may be held liable for any loss or damage to fish life or habitat which results from failure to comply with the provisions of this approval" Failure to comply with the provisions of this approval is a gross misdemeanor, possibly punishable by fine and/or imprisonment. The Department reserves the right, subject to the holders opportunity to a hearing to contest agency actions as provided by the Ad- ministrative Procedure Act, chapter 34.04 RCW, to make additional restrictions or conditions or revoke the approval when new informa- tion shows such action is necessary by the department for the protection of fish life. This department cannot be held liable for any property damage which might occur as a result of this project, except where damages are proximately caused by actions of the department. This approval pertains only to the provisions of the Fisheries and Game Codes. Additional authorization from other public agencies may be necessary for this project. 1. This project shall occur only when the stream is dry. 2. The culvert may be placed two (2) to three (3) feet above the existing streambed. 3. The culvert shall be as short as possible and be large enough in diameter to pass all flows and debris. 4. The inlet and outlet ends of the culvert shall be arnored as necessary to prevent erosion. 5. All fill slopes shall be structurally stable and planted with grass upon completion of final grading. 6. A mulch of straw or similar vegetative material shall be spread over all raw slopes. This mulch shall be at least terse (3) inches thick. 7. The pond may be graded provided an upstream sill is constructed. This sill should consist of large angular rock. DEPARTMENT OF FISHERIES 1 IfI - .-� DIRECTOR ADDITIONAL PROVISIONS Date Approval given to....Wri.0to..940PX:t.......................................................... Stream or Lake ......vnllcinmaa. TrjwtarY....................................... Type of Project ..... ,Culvert Installation,. Pond Clean -Out PROVISIONS: NOTE: Issuance of this permit does not relieve the applicant from King County permit requirements. SEPA: DNS by King County, March :986. Location: West of Pacific Highway South and north of South 344th Street. Regional Habitat Manager - Joe Robel - Telephone - 753-2980. cc: Robel Johns -Patrol Game AMBL Washington State Department of Transportation District 1 Office of District Administrator 6431 Corson Avenue South #C-81410 Seattle, Washington 98108 206 764.4141 Mr. Robert Wright 34839 Pacific Highway South Federal Way, Washington 98003 Dear Mr. Wright: r;M Duane Berentson Secretary of Transportation February 13, 1986 This letter is to inform you of the decision made after visiting you and your proposed waste sites on pacific Highway South on February 3, 1987. Site 1, the south site, has been previously approved. The decision made on site 2, the north site, is based on the recormnendation of the Corps of Engineers, the Region 10 FHWA Envirormiental Program Specialist and our Biologist. Your site photographs indicated that historically a long narrow pond has existed near the west side of the property. After an on site review of the property to determine the existing conditions it was determined to allow the disposal of I--90 material at the site. The I -go material can not be placed in the stream or the adjacent pond. Our photographs show the pond shoreline to be an irregular line approximately 50 feet east of the sewer line manholes. Any I-90 material placed must be placed east of this line. I am attaching the reports of the three specialists that made the recon nen- dations on which the decision is based. If you have any questions please call Ralph Nichols at 236-4386. Sincerely, X � 4 h- --/� � Richard F. Johnson, P.E. Envirormiental and Special Services Engineer REIN cc Dick Kay FHWA Iry LLoyd FHWA Sam Casne CAE S. A. Moon Jim Schafer T y� DEPARTMENT OF THE ARMY SEATTLE DISTRICT, CORPS OF ENGINEERS P.O. BOX C-37TON 9 SEATTLESHING!(T'}Op�N` 98124-2255 FEBr LD 4 1�7RJ - ►TTCRTPM O. Regulatory Branch Mr. Irvin C. Lloyd U.S. Department of Transportation 708 Southwest Third Avenue Portland, Oregon 97204 Dear Mr. Lloyd: On February 3, 1987, Mr. Jim Green of this office accompanied you and representatives of the Washington State Department of Transportation on a field inspection of two proposed disposal sites for the Interstate-90 (I-90) project. You requested a letter addressing the Corps regulatory jurisdiction on the two sites. The first site is located in Federal Way, Washington, near the inter- section of Pacific Highway South and 344th Street. This property is owned by Mr. Robert L. Wright. At the west end of the site is a stream with an adjacent pond separated by a manmade berm. Due to the disturbed condition of the site, there was little vegetation growing; however, cattails and reed canarygrass were evident and beginning to grow around the fringes of the pond. This pond and adjacent low area east of the pond is over 1 acre in size. A Department of the Army permit will not be required for disposal of I-90 material on this site provided the existing stream and adjacent pond are not affected. The second site is located in Renton, Washington, near the Black River Pumping Station. The site is known as the Black River Technology Park. The Seattle District previously inspected this site on November 14, 1985; and concluded that wetlands do exist on the site. However, under regulations in use at that time, we determined that this site was not a water of the United States and, therefore, not subject to Section 404 jurisdiction. In late 1986, new regulations were issued which became effective January 12, 1987. The November 14, 1985, Black River Technology Park juris- dictional determination is currently under review by the Seattle District in light of these new regulations. If you have any questions, please contact Mr. Jim Green, telephone (206) 764-3495. Sincerely, Samuel R Casne Chief, Environmental and Processing Section qTY OF " N00or TRAMC I] IPACT ANALYSIS SCOPING SHEET Project Name.Q� Dat `� 4 Project Description Projected buildout year Land Use size Access Ay S Locatio Type of Analysis /..... PM peals ❑ ...... AM peak ❑...... Daily ❑...... Other Scope Analysis Intersections 3. 4. S 5. 5 t Pipeline Projects Name Description 2. Q S k - iA ,-- 8. 9. 10, Possible Pro -rats Share Contributions Toward Improvement Projects 1. A-u 1 5 Special Study Requests-7 CITY OF ` 6. TRAFFIC _ IMPACT ANALYSIS-GUIDEUNES` 'INTRO I]UCTIO14` The following describes the general in-formatioh requirements for: traffic impact analyses _ _• .`_: performed 'in- tine City of�Federal V+Tay.' Tlie. guidelines below were •developed to'ensure that, _ the review and mitigatioi� measures of aI1 proposed developments occur-iim a.cohsik6nt aril equitable manner. Not all- Elie iteiiis ma}i he irequied for all traff c impact analyses perfortm�ed in the City- of Federal Way. Special'-yequirem ents may: be necessary for some projects:,. The° items feleyant to a specific proposed: develapmeiit will be'discussed in the'.. develdper's pre -application 'ineeting:;: A, study scope will aIsa be provided at ttie preapplication meeting. -These guidelines are the city's, interpretation: -of the information ` needed #o meet the SEPA requirements, in identifying; and• mitigating'traffic impacts by proposed developments._... Traffic impact analyses -are -not required for d6elopment proposals.-that'are "exempt•from SEPA requirements. In .the City of Federal Way,- the -following projects are exempt from <. Residential: structures of four dwellin' units bar less!. Agricultural structures of 10,000 gsf,o-r less. . 'Office' commexcfal, recreational, service;- or sforage buildings of 4;000 gsf`or less. with up to 20 parking- spaces Parking Iots with up to 20 parking spaces _ i.andfill and excavations: lip• to 500 cubic yards A. GUIDELINES = :. I. Project Identification/Introduction /Introduction of Report - A. Project description - The project description should include the proposed lard ; use(s); the density/size of each Iand use, number of parking stalls provided- on• site, -any project alternatives and phasing, and project site accesses). The site plan should also be included as part of the project description. B. Project location - the cross streets and the subarea of the project- should. be included in the project location. . AIso, a project vicinity map should be. included to facilitate locating the project site. 2/10192 TRAFGUID f :33530 1ST WAY SOUTH • FEDERAL WAY, WASH INGTON-98003 7.1(206) 661-4000 Recycled Paper C; Scope of traffic impact analysis 1:r Metfiodolagp;-The` methodology used tv'determirie ttie'project's -traffic impacts should be described: 2 Intersections analyzed - The intersections anal'yied stiouId be listed. II Existiditidns Tii n Eolivciitorys. o: Descri -tion of stud - _ r _ . p y,area iadways: Tfie road ays ir7ipacted- by tho project:;` s' -should 6e iriveritoried lThe fallowing roadway charac_ feristics should Y - the iricIuded in inveriloiy: nui�ibe_�f-lanes;= raad�vay: ciassificatoris; speed_` :lirriits shouI er,conditions, aid ctirblgutterlsid&Valk IoCations: - 4. B: , .Accident -Survey `lntersectivn and midblock accidents -in tffe- study area shQ& be surveyed by.. accident type`(fatality; property dairiage:.injury]: Intersections ,,..-.sand rnidbIocks_ having .high accideizti'rates• , Jjoutd- be fti tl ei-analj±ied by =more . specific-accident,type (rear --end,. sideswipe;;Ieft turn, angle, e' Aecident _y data may., e requested frown the.Citys Public :Works -•Department:: : _• _ C. Transit Service - The bus routes`serving'thc project: yiciriity• should be` inventoried. Tfie n�entay should: include the ,sei7iice times and the headways, . - D. Traffic Woiurnes -. Traffic counts•used, iri; the traffic analysis; should be less than. one years -old . The existinb turning -movement .volumes sliauid be depicted in a figure,: Tlie City' of. Federal- Way•.Public Wvr)cs=I7ep0riient has traffi counts on most of:the'.roadways-ciassifed- as: -arterials: ; 1. Alva .:The AM peak hoar• traffic volimes'y..• y may. be arias ,xed • _ developments having, szgnificarit.impacts in; the AM.' For examples: the. AM -peak hour` [raffc'arialysis`. majt_b'd re" u red.af office"deveIo ment P; accesses. Since office developments generate sigiifieant traffic volumes in the AM: - - -: 2. PM The traffic impact analyses will be'gerie"illy based -n the PM peak hoar traffic volurnes:: Daily - The daily -traffic. volumes should pe-reported in all, traffic • impact analyses. Estimations using K-factors will be accepted wiere daily traffic volume counts, are unavailable: - E:' Level of Service - Level of'service for signalized and unsignalied intersections 'should becalculated based on- the 1985 'Highway Capacity -Manual ' (Transportation Research Board) •methadoIogy, The Highway Capacity. Software (HCS), Release 2.1 should be used to calculate tl�e level of -service whenever possible to facilitate in the review of the LOS-calculations: 2/10/92 TRAFG U ID -2- w ,'. Thelevel for- all -way- stop ;,controlIed intersection; should be . , calculated based on-'the-methodviogy descri63 d•ir.- i'ransporrai.ioit Research' Circular 373 (Transportation Research Board)' - i.o[us,wid.Quatfro-Pro - . spreadsheet model of this'metliodology is available through the City for $5.QD; .. _ - I. IL AM In cases`�vtiere' the proposed develo• meat 1 s si nificant impacts P P P. g F , in'=ti�e'ATvI pealfhour;: level-t -service, analyses, will lie request at'tlle, stud area, intersections: 2: PNf --Level-of-service'- n'alyses'will e pnmarily=perfaitried for;the PM - eak ho -, F. ur: 3.:-- Midblock''sections:- Level.- service -analyse ii�ay be requ e at,;some ; - study area midblacks to determine.. tlie-roadway capacity and the.: desirability. -of building -additional: througir lanes. - - Futlare Cvriditions With Project:" - Pipeline -Projects*- Traffic from -approved, future.developMents in -the project Pipe study area should be added to the, future condition without pKoject traffic " - i�oluiries. ` The pipeline projects list will-be'furnf stied by, the..Cityof'Federal -Way Public. Works Department: in th traffic- impact:-analysis,scoping; sheet." B.' Background Grdwtl `� A growth factor siiould Vie. used to.account for future-:_ -- •grar/vth in traffic; The-growtli factor should lie. derived from historical traffc_ Volume Wormation. .. ,. ":•.' C. Future Traffic Without Project = The future trafficalumes-without prvjecf is the, existing traffic valunies; ti mes a growth factor phis the pipeline projec(s) - traffic. volumes; The future without prvjec;turnir�g :movement volumes should be -depicted in'a figure. .:: i]_ Level of Service `= Level 4f service A uld .be calculated`at all intersections analyzed in the existing conditions section of the traffic iinpact.arialysis.= -. Traffic Operations =Specific traffic:operatioii analyses may be.xequired at - - _ some study area intersections. :These analyses may include, -but -not, limited'. - = tv} the list below: i 1. Queuing Analysis 2. Platoon Analysis 3. Progression Analysis 4. Safety Issues - ' - S: Traffic Signal Phasing'- 5. Channelization 7. Traffic Signs 2/ 10/92 - TRAFGUiD FPlanned Irnpxoveinents ;Identify Six,-Yeai Varispottatiori Improvement Program TIP} projects in tie stud area. Y, IV. -Future Condilons With Projec t t Trip Generation`-. Prroject- � enerated tYaffiG volumes vviIl erieralI g g. Y be estiiriated . from ITE Trip ei1eratioli (I:istitute of Erigir tiers; 5th Edition locai'surye' s. ar, iiatioiial 1�terature = "Ttie'tri ' enei`ati'; Y p-g_ ❑n section: - "dacurii6ht then ne�v tri" s;' diverted "tri s -arid ass-t l= tri s the r" _ develop 111e t is""pTojecte to tienerate` b. _ =c .8 --Trip Distribution and' Assignnient - Tile trip distributi6hi and assigrimen't should- be depicted ih a figure: _ 1'}ie trip distribution and" assignrnerit4ill"generally, e developed "Prom'' r. Puget Sound Regional Council. trip tables;; traffic counts, or previously; _. establisl�ed, trip distribution/assignments depending on the project type: - ." , 2. The'project-getieiated_trips should tie distributed to teri-PM peak flour _ trips:` Sigrial�ed inZer,sections" irilpacted' by 10'or. mare_"trips should: be ^ analyzed: On]y major unsignatized intersections impacted by- 1Q or ,more PM peak liout.trips:'should- be anAlyied:' AIL'analysis.intersections _ will be identifed in tiie traffic impact analysis scoping. sheet, _. 71 C. Future Traffic With• Project ' Th'&'future traffic volumes with project is' the_= future- b;AckgraUnd` traffc volu�iies-Mthout project, plus the prolec.-generated: ,• traffc. voluines.;.. The. future. traffic voIumes.:with' project Turning movement volumes: should be: depicted in a'fgure = - " D.-. Level of•Service = Uvel'of service should 'be caiculated'atfthe project accesses): "and all intersections analyzed in "the_Existiiig; Canditioris"section of = the traffc impact analysis: y E. Traffic Operations - The traffc operation analyses-perforrried, in the.Fiiture Without Project section should- be performed in- the- Future -With Project section: V. Impacts - The impacts frohi the project -generated traffic .volumes should be listed and _ described." The impacts should be numbered for cross -reference -purposes with the mitigating measures section of the traffic impact analysis.,-. A: Level of Service - B. Traffic Operations 2/10/92 TRAFG U ID 1Y 2/10/92 TRAFGUID j-r City of Federal Way PAGE: 1 Site Code 35671612 FILE: 35671612 N-S Street: SR 161 F-W Street: S 356th St Movements by: Primary DATE: 3125/92 her Overcast Time -••----------•-----••-------------------- From North From East From South From West Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total -------------------------------------------------------------------------------------------------- 3:45 32 156 0 1 0 1 0 115 48 42 0 14 409 4:00 PM 28 178 1 1 0 0 0 127 35 47 0 18 435 4:15 22 181 0 3 0 0 0 106 32 46 1 20 411 4:30 37 181 1 0 0 0 0 124 48 42 0 11 444 4:45 34 167 0 0 1 0 0 119 40 66 0 21 448 HR TOTAL 121 707 2 4 1 0 0 476 155 201 1 70 1738 5:00 PM 26 165 0 2 1 0 0 88 37 61 3 18 401 5:15 37 159 0 1 0 1 0 126 64 45 0 9 442 5:30 29 154 1 0 0 1 0 105 40 45 1 10 386 DAY TOTAL 245 1341 3 8 2- 3 0 910 344 394 5 121 3376 PEAK PERIOD ANALYSIS FOR THE PERIOD: 3:45 PM - 5:45 PM DIRECTION START PEAK HR ........ VOLUMES ........ .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left North - ---------------- 4:00 PM 0.95 121 707 2 830 15 85 0 East 4:15 PM 0.58 5 2 0 7 71 29 0 South 4:30 PM 0.85 0 457 189 646 0 71 29 West 4:15 PM 0.83 215 4 70 289 74 1 24 Entire Intersection North 4:00 PM 0.95 121 707 2 830 15 85 0 East 0.42 4 1 0 5 80 20 0 South 0.92 0 476 155 631 0 75 25 West 0.78 201 1 70 272 74 0 26 n City of Federal Way site Code : 35671612 PAGE: 1 N-S Street: SR 161 FILE: 35671612 c-U Street: S 356th St her Overcast Movements by: Primary DATE: 3/25/92 PEAK PERIOD ANALYSIS FOR THE PERIOD: 3:45 PM - 5:45 PM DIRECTION START PEAK HR ........ VOLUMES ........ .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left North 4:00 PM 0.95 121 707 2 830 15 85 0 East 4:15 PM 0.58 5 2 0 7 71 29 0 South 4:30 PM 0.85 0 457 189 646 0 71 29 West 4:15 PM 0.83 215 4 70 289 74 1 24 Entire Intersection North 4:00 PM 0.95 121 707 2 830 15 85 0 East 0.42 4 1 0 5 80 20 0 South 0.92 0 476 155 631 0 75 25 West 0.78 201 1 70 272 74 0 26 S 356th St 121 707 2 L 830 1 70 1 272 201 SR 161 F631 155 476 0 4 5 1 0 S 356th St 0 TURNING COUNTS Site Code : MP 8.14 PAGE: 1 FILE: 09908142 N-S Street: SR 99 Street: SR 18/348TH ST .Fier/Rd: Windy/Dry Movements by: Primary DATE: 4/20/92 ---------------------- Time -rt From North From East From South From Vest Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total ---------------------------------------------------------------------------------------------------------------- 4:00 PH 48 103 27 27 237 67 56 66 33 24 231 53 972 4:15 32 95 44 17 227 74 83 59 22 13 146 18 830 4:30 34 108 40 12 250 _ 71 45 48 29 37 174 29 877 4:45 57 115 49 34 285 113 68 64 40 35 175 21 1056 HR TOTAL 171 421 160 90 999 325 252 237 124 109 726 121 3735 5:00 PH 48 124 35 19 266 69 63 90 24 24 224 37 1023 5:15 45 107 52 28 288 118 67 77 31 33 191 38 1075 5:30 _ 37 71 27 22 249 80 63 41 28 16 157 23 814 5:45 9 41 32 15 118 89 55 48 22 13 93 27 562 HR TOTAL 139 343 146 84 921 356 248 256 105 86 665 125 3474 DAY TOTAL 310 764 306 174 1920 681 500 493 229 195 1391 246 7209 PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PH - 6:00 PH DIRECTION START PEAK HR ........ VOLUMES ........ .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left North 4:30 PH 0.92 184 454 176 814 23 56 22 East 4:45 PH 0.90 103 1088 380 1571 7 69 24 South 4:45 PH 0.93 261 272 123 656 40 41 19 West 4:30 PH 0.89 129 764 125 1018 13 75 12 Entire Intersection North 4:30 PH 0.92 184 454 176 814 23 56 22 East 0.89 93 1089 371 1553 6 70 24 South 0.91 243 279 124 646 38 43 19 West 0.89 129 764 125 1018 13 75 12 a TURNING COUNTS Site Code : MP 8.14 PAGE: 1 N-S Street: SR 99 FILE: 09908142 Street: SR 18/348TH ST :her/Rd: Windy/Dry Movements by: Primary DATE: 4/20/92 4:3o S:3e Total Turning Volumes for the Period: 4r46 PM - d:-M PM SR 18/348TH ST z9 1eq t�s� I}6 L 8c4 93 I s 3 t 089 3-41 b �-b 124 z+9 z',43 SR 18/348TH ST -ity of Federal Way Site Code : 34871602 PAGE: 1 N-S Street: 16th Ave S FILE: 34871602 E-W Street: S 348th St Ueather : Overcast Movements by: Primary DATE: 4/07/92 a:e From North From East From South From West Vehicle Begin RT -----------------------•---------------------------------------------. THRU LT RT THRU LT RT THRU LT -----••---------------••---------------- RT THRU LT Total ._..-------------- 3:45 8 87 55 100 304 143 55 80 50 32 169 9 1092 4:00 PM 8 81 42 77 356 122 59 67 36 42 219 9 1118 4:15 6 79 47 85 284 117 55 69 47 52 189 11 1041 4:30 9 58 61 54 269 105 35 31 60 39 218 16 955 4:45 4 90 61 66 325 114 54 77 48 20 167 9 1035 HR TOTAL 27 3o8 211 282 1234 458 203 244 191 153 793 45 4149 5:00 PM 14 69 69 64 398 142 50 52 40 55 201 5 1159 5:15 11 78 77 54 310 89 59 62 43 58 158 4 1003 5:30 4 66 35 55 373 108 44 46 49 53 146 5 984 DAY TOTAL 64 608 447 555 2619 940 411 494 373 351 1467 68 8387 PEAK PERIOD ANALYSIS FOR THE PERIOD: 3:45 PM - 5:45 PM DIRECTION START PEAK HR ........ VOLUMES ........ .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left ------------------ North 4:30 --------- PH — -------------------••--•---------------------------------------••- 0.91 38 295 268 601 6 49 45 East 4:45 PH 0.87 239 1406 453 2098 11 67 22 South 3:45 PM 0.87 204 247 193 644 32 38 30 West 3:45 PM 0.92 165 795 45 1005 16 79 4 Entire Intersection North 3:45 PM 0.90 31 305 205 541 6 56 38 East 0.91 316 1213 487 2016 16 60 24 South 0.87 204 247 193 644 32 38 30 West 0.92 165 795 45 1005 16 79 4 City of Federal Way Site Code : 34871609 PAGE: 1 N Street: 16th Ave S FILE: 34871602 E-W Street: S 348th St weather : Overcast Movements by: Primary DATE: 4/07/92 PEAK PERIOD ANALYSIS FOR THE PERIOD: 3:45 PM - 5:45 PM DIRECTION START PEAK HR ........ VOLUMES ........ .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left North 4:30 PM 0.91 38 295 268 601 6 49 45 East 4:45 PM 0.87 239 1406 453 2098 11 67 22 South 3:45 PM 0.87 204 247 193 644 32 38 30 West 3:45 PM 0.92 165 795 45 1005 16 79 4 Entire Intersection North 3:45 PM 0.90 31 305 205 541 6 56 38 East 0.91 316 1213 487 2016 16 60 24 South 0-87 204 247 193 644 32 38 30 West 0.92 165 795 45 1005 16 79 4 143 S 348th St 45 795 1005 165 J 316 2016 1213 487 04 S 348th St Is I TrtkFFi%uUNT '`e 2t•_�e FEDERAL WAY, :.'A. _ , PAG_ FTLF: 610 Zip SR-99 (PACIFIC HWY. 5.) , S. 3567H Si. Movements by: Primary DATE: 5/20192 -------- From ---.. East ---'- From South .. --------------- .... From West .. ... From North .... Vehicle TRKS Time Begin ... TRKS RT .. THRU LT .... IRKS RT THRU LT TRKS RT THRU LT TF1,S RT THRU LT Total Total - - -------------------------------------------- 3:00 PM. 3 3 41__ 7-- -_ 16 _ 6 ------------------------------------------------------------------------ 87 42 5 2 41 35 45 29 36 43 14 18 52 63 114 129 9 15 483 524 38 38 3:15 3:30 2 0 10 11 41 33 8 12 - 16 21 6 11 98 129 47 45 4 31 33 52 116 66 167 it 601 41 3:45 5 7 46 17 17 7 93 43 1 41 42 50 16 97 132 20 595 39 TOTAL 10 31 161 44 70 30 407 177 12 148 149 181- 64 278 542 55 2203 156 HR 4:00 FM 0 10 32 - 10 13 9 ill 34 1 58 43 51 66 82 161 10 12 588 34 42 4:15 4 3- 52 9 15 4 119 49 4 4 62 53 21 �6 50 i20 9 ? 5-'2 33 ?O 4;45 2 i 9 12 51 43 9 10 17 9 7 6 87 122 51 34 1 47 29 41 9 98 s62 7 621 s"0 ,iR T OT 7 34 i7& 38 J4 26 439 i68 10 220 1 E6 58 344 624 56 2442 �9 5:00 PM 2 15 56 17 7 9 7 6 95 110 53 44 6 2 60 75 38 53 53 53 8 14 65 109 129 139 19 15 607 685 23 28 5:15 5:3G 3 3 11 8 57 57 13 10 2 8 95 50 3 5D 43 '9 ?3 E- -1. 14 597 2i 5:45 0 . 4 46 16 8 12 99 62 1 57 48 45 12 125 117 9 640 21 HR TOTAL B 38 216' 56 26 33 399 209 12 242 182 i90 47 385 522 57 2529 93 ----------------------------------------------------------- DAY TOTAL 25 103 555 139 150 09 i245 ----------------------------------------------------------- 554 34 61-0 460 557 i 9 1007 1688 168 7174 378 PEAK PERIOD ATNALYSIS FOR THE PERIOD: 3:00 FM - 6:00 PM DIRECTION START PEAK HR ... VOLUMES .... ... FERCENTS �Ri,ht .. FROM PEAK HOUR FACTOR TRY,S Right Thru Left Total TRKS Thru Left ' --------_------------------------ - - ---------------------------------------------------------- --- East 5:00 PM 0.88 8 38 216 56 3i0 - 12 70 18 South 3:30 FM 0.88 66 31 452 1-71 654 - 5 69 26 West 5•00 FM 0.85 12 242 1 82 190 6114 - '9 30 North 4:00 PM 0.92 5E. 344 624 56 iG24 - 34 61 5 Entire intersection East 5:OD PM 0.98 8 38 216 56 310 - 12 70 18 South 0.93 26 33 399 209 641 - 5 62 33 West 0.85 12 242 182 190 614 - 39 30 31 North 0.92 47 385 522 57 Q64 - 0 54 6 r;F j"i IR4;FicOUN1 Code FEDERAL WAY, WA. SR-99 (PACIFIC HWY. S.) S. 356TH ST. Movements by: Primsrr PEAK FERIOD ANALYSIS FOR THE FERIOD: 3:00 FM - 6:00 FM DIRECTION START PEAK HR ........... VOLUMES ........... ...... PERCENTS ....... FROM PEAK HOUR FACTOR TRKS Right Thru Left Total TRKS Right Thru Left _•-____•-------- East 5:00 -------------------------------------------------------------------------- PM 0.88 8 38 216 56 310 12 70 18 South 3:30 FM 0.88 66 31 452 171 654 - 5 69 26 West 5:00 FM 0.85 12 242 182 190 614 - 39 30 31 North 4:00 FM 0.92 58 344 624 56 1024 - 34 61 5 Entire Tntersect:on East 5:00 rM 0.88 8 38 216 56 3i0 - 12 70 18 South 0.93 26 33 399 209 641 - 5 62 33 West 0.85 12 242 182 190 614 - 39 30 31 North 0.92 47 385 522 57 964 - 40 54 6 S. .356TH ST. I i I 38 216 56 rif?�rrii �riii�rrry{fr>{fir•.?�rY�:ryYiilrir}�. 1 . '•p rrrj�yxaja:- , .. ,:::.;;..:.: •rrF;?Y } .tw^asNX% iCSts+Siri;wi;3Sf?f�: SR- 99 (PACIFIC HWY. S. 1 r JiSrs ' 57 522 Gj'64 1 ...;�,, E C<c� L6 [TRKS! ] 33 6i1 399 FAGS: 1 FILE: FW?112JP DATE: 5 M,02 I O O IN 4-2 4--31 0 ---4 30 —01 0 0 oc� k—_3 4 33 �-- 0 32 —► 0 INTERSECTION "A' INTERSECTION "B` o � r k- 182 �-- 74 O r ti INTERSECTION 'D" o o 4_ 0 o--93 0 ----;o ❑ —I• col qraD INTERSECTION 'C" N N ti INTERSECTION ',E' E ' Jfi S e v 3 H .l. I Z 4 D s, S 336th sT r �ofw !Is- SW 3AAth • r. IS _ H SW 7<ath S 3AStn ST SR S 4 30 z7 47 `s s 3561n St tj 20 u > II k_. r-- M 3 G h o Y— C) �c— D O D a -� GcG PROJECT VOLUMES 13 el��ca�� ►�e wccd5 WM E POPP ASSOCIATES Figure 1 C a" vs Kk,.j kl-iods 10 (D 3 z a 6 V 3 s ssvth 13 !o � n � r� 6 10 GEGEN/� �,l5 5 53 thr sasat Q @-r0-7w/- /"Vaxwz> o 8 ® •, r� oTAG �xrr O � 5' g 23 a t 344 thrd = - 3 r w irnnarrr �.PD✓ECT T,P/� a�ST�/B�fT��i(I � � � FiGvef.3 a (/) (n N ' > not to scale t (o 0 N Project Site 30% iri:^ 70% 65% 25% (50) — 5 2 (116) ._ 2 (108) i (42) 1�r 10-_; S.348th St. q SR 18 Park &c Ride Lot DO r� LEGEND xx% Percent Distribution (xx) Daily Trips X-- PM Peak Hour Trips & Direction PROJECT GENERATED TRAFFIC VOLUMES AND DISTRIBUTION FEDERAL WAY REAL ESTATE OFFICER TRAFFIC IMPACT ANALYSIS FIGURE 101 N not to scale LEGEND ri xx% Trip Distribution Percentage (xx) Average Weekday Traffic Volume �' j X--- PM Peak Hour Traffic Volume & Direction Q N� 0) S. 336 th St. r N S 348th St. 20 % 3 --- (61) 19t Ave. S. - PARK & RIDE 5% (15) FIGURE rr STATE FARM FEDERAL WAY `>I:_RVICI'- C17NTER I-RAFFIC IMPACT ANALYSIS PROJECT GENERATED PM PEAK HOUR AND AVERAGE WEEKDAY TRAFFIC VOLUMES ARTERIALS City of Federal Way Comperhensive Plan 0 1/2 1 Scale in Miles North 0 f r r J. r� r•c 1 _ { { � •• r �� � L.J { f a.�s C' ..�- � �-•� r i f 1 Fww,lwx�� I I f = I• a TACOMA Lr I 1 ®1l0 I Principal Arterial 11111111111 Minor Arterial v e 4ae®a Collector Arterial ` 1LSE&H-V\I PACIFIC r � ARTERIALS ERIALS - City of Federal Way Comperihensive Plan 0 1/2 1 . Scale in Miles North n r. Ile rI ii -..! 4.,�•� I _I--�..Iffrri-'F. �' y- �� 1 5�/1 Mr.-. I I J 'l U � S•f�y,,r•1`� II iu! -� 13� w i •�i� —I LA G7 zZ ��• monn i ' r TACOMA 7a s PTincinal Arterial Minor Arterial Collector Arterial �; { PAC I F I CITY 0 SFA fEME 'S� f FflT� 33530 1st Way South * Federal Way, WA. 98003 • • .• . . .... Sr • ........... . . . . J ST " 1. r,,x• 'Na• ksw 397, 51 Ot5 .......... sw 70 t a. ■ 3K. ........... ........rsf .... .... b-b ....... ++.,.. " . -. . +,i.'.-, -- , :-, e; 0 �. ii ................ .................. JL 3m 51• rr :1 _ oz �y -�A I 1;1� •hV 11e Ps 1kiw ■ p•2% —Vt6 I r f TJA — D 11 PDRIM STITZ i P k4 Vim ** .......... . ... ....... .. .wr wr PS)Y111 T:t -T 17 "Ali""' ■ f. ■ .......... rw I L 'Ile 0• s W L4!L I I I SL...... ..... 06 a 9 152 IT --tv 0, ■ 0 OL MY. N, 0*9*00 .......... v XX Iy Tt IF Y a- ...... . . .......... :X TRANSPORTATION IMPROVEMENT PROGRAM (TIP) 1993 - 2002 Public Works Department City of Federal Way 4 August 1992 1992 data shown for reference only. Costs for subsequent years are in 1993 dollars it1,000 and include a 4%/year inflation factor. 1992 1993 1994 1995 1996 1997 L999 1999 2000 2001 2002 TOTAL Budget Al SPECIAL STUD Comprehensive Transportation Plan 149 122 271 (1) Dash Point Rd Study - Lakota Plant to I-5 20 20 40 40 40 Heliport Master Plan 40 30 Right of Way Vegetation Plan 30 ANNUAL PROGRAMS _ n _. Resurfacing Program and Emergencies 253 500 520 541 562 585 608 633 658 684 712 6,256 Neighborhood Traffic Management Program 75 100 104 108 112 117 122 127 132 137 142 1,276 Minor Capital Improvement Projects 30 31 32 34 35 36 38 39 41 43 Wheelchair Ramps, Pedestrian Improvements 54 56 58 61 63 66 68 00 6 71 0 Sidewalk Completion Program 50 52 Street & Shoulder Pavement Safety Program 100 104 108 112 117 122 127 132 137 11, 01 Traffic Signal Operation/Safety Improvements 80 83 87 90 94 97 101 105 109 114 60 960 Annual Program Subtotals 328 860 894 930 967 1,006 1,046 1,088 1,132 1,177 1,224 10,653 MAJOR CAPITAL STREET' ZMPRO ` f W..� r„ .. No. Note Project 1 (2) 16th Ave S - SR 18 to SR 99 206 206 .1 479 2 (3) SW 356th St - 21st Ave SW to 1st Ave S 205 274 82 82 3 16th Ave SW at Adelaide Park 82 170 4 Dash Point Rd at llth Pl S & Sacajawea 170 228 5 Traffic Signal Coordination - S 320th St, SR 99 228 6 4 S 348th St - I-5 to SR 99 150 254 404 328 322 -7 (5) S 356th St -1st Ave S to SR 99 80 242 228 1,100 8 SW 336th St - 21st Ave SW to Hoyt Road 186 1,042 8A 4th Ave S - S 312th St to S 316th St 15 85 542 1,215 9 (6) 23rd Ave S - S 317th St to S 324th St 150 153 1,239 1,227 pus Dr SW - 7th Avenue SW to 34500 Blk 217 997 L 227 4th St - 28th Ave S to MilitaryRd 156 1,{]71 3,320 F(77)2th St - SR 99 to 23rd Ave S 216 50 692 2,362 238 SW/Dash Point Sidewlk - 356th to 312th St 238 t/MiIita Rd Signal Upgrade 45 161,234 45 396 1,169 15 Military Rd at Star Lake Rd 16 Dash Point Road - Spot Safety Improvements 169 78 4,317 17 S 336th St at SR 99 947 3,843 43 274 18 S 317th St - 23rd Ave S to 28th Ave S 44 161 204 19 S 312th St at 8th Ave S Signal 74 304 78 378 20 1st Ave S - S 320th St to S 316th St 2,581 7,185 9,766 21 21st Ave SW/Dash Point Widening - 356th to 312th St 22 CBD Ring Road Completion 326 4,753 2,500 95 80 7,511 23 S 340th St at Ho Rd Si nal 174 899 073 1,896 24 1st Ave S - S 348th St to S 356th St 117 768 117 25 1st Ave S - SW 356th St to SW 368th St 68 457 443 26 SW 320th St at 47th Ave SW Si najiTation 401 401 799 1,143 27 S 324th St - SR 99 to 17th Ave S 1,19617 395 28 Military Rd Widening - I-5 (S) to I-5 (N) 582 1,208 1,726 1,470 1,552 29 S 356th St'- SR 99 to SR 161 82 470 30 SW 368th St - 2nd Ave S to 6th Ave S 299 246 31 8th Ave SW - SW 316th to SW 312th St 99 531 32 Dash Point Rd & HoytRoad Si nalization 571 896 1,571 1,205 33 S 304th Street - SR 99 to 28th Ave S 234 234 971 1,205 34 S 336th St - 20th Ave S to I-5 1,445 2,259 1,697 2,998 3,685 5,446 5,145 5,546 8,301 4,921 10,594 52,035 ,•A. - MPR F. NON-M T(�IaIZED CAPITAL • 35 BPATrail-Phase I- City -Center Segment 358 358 734 36 BPA Trail Phase II - City Center to Panther Lake 734 636 37 BPA Trail Phase II - Panther Lake Segment 636 Non -Motorized Capital Improvements Subtotals 358 734 636 Total City Expenditure 1,982 3,476 3,325 4,564 4,652 6,452 6,192 6,634 9,433 6,098 11,818 62,689 .._-. .a::.H- •wSDoT Pl�ac .37 (8) SR 161/SR 18 - SR 18 to S 360th St Const. 38 I-5 Interchange Study at SR 161 Study 39 Park & Ride Lot, 21st Ave SW & SW 344th St Buv Site Const• Notes (1) Study to determine Improvements needs to SA 509 and best location for new Interchange with 1-5. (2) $3;617 project total. City $206. Other funding from King County, WSDOT and FAUS. (3) $s,269 project total. City $586. Other funding from fOng County and UATA. (4) $1,770 project total. City $404. CRher funding from TIA, WSDOT and Metro. (5) $4.198 project total. City $312. Wng County $822. UATA$3,003. by fees. $150 will be expended on the project In 1992 resulting Ina $30,000 net expenditure. (5) $1,490 project total. $120 funded mitigation (7) $2,9W project total. $216 Is funded by mNigatlon fees. (8) These projects which are futly funded by WSDOT are listed for Information only. CITY OF FEDERAL WAY MEMORANDUM DATE: December 31, 1992 TO: Greg Moore FROM: Philip Keightle g SUBJECT: Kramer LSM Permit Rick Kramer (953-7119) would like a Land Surface Modification (LSM) permit to fill Lot 4 between stream and SR-99 (see attached drawing) level with lot 51 to the south, plus store fill in piles about 15 feet high. He estimates to place 100,000 cubic yards. Mr. Kramer has asked that this be done per zoning code section 4.C.3.0 (page 115-17 attached). He will also have to place culverts under the fill to accommodate drainage from the north and run off from SR-99 going to the stream. He asked me for help on the criteria needed under section 4.C.3.C. "other unusual circumstances exist" to allow this Land Surface Modification. To make lot 4 the most usable by having good access off SR-99 and matching the grade of lot 51 to the south, it will be best to fill the area level with lot 51. The extra fill storage could be used for future filling needed to maximize the site. Rick Kramer has been discussing possible development of lots 4, 51, 52, 72, and 100 simultaneously with lot 100 area becoming a regional R/D facility after existing streams and wetlands are moved. This could be a possible future public/private joint venture. Is it worth while for Mr. Kramer to submit an LSM permit application? What would help make it a successful application? Could someone in your department please help him with these questions? PDK:meb Enclosures c: Ron Garrow Cary Roe increase or one foot decrease in the average elevation of the subject property, computed using the; elevation of the midpoint of each property line. 4. Discretionar-yApproval a. General - A land surface modification that does not meet the requirements of paragraph 3 of this section, may be approved through Process I. b. Regmired. Information - In addition to the application material required in Chapter 145 of this Code, the applicant must submit the following: 1) A recent survey of the subject property. 2) A map showing the limits of the proposed land surface modification; the location of utilities, easements �L right--of-way improvements and any area regulated under Chapter 80 of this Code that is on or within 400 feet of any area to be disturbed by the proposed land surface modification. IN 3) A tree retention plan. 4) An erosion control/construction phase storm water control plan. 5) A soils report which contains sufficient information to determine m the potential impacts of the proposed land surface modification as well as proposed measures to reduce or eliminate these impacts, all as determined by the City. C. Decisional Criteria - The City may _approve the proposed land surface modification if it complies with the following criteria: 1) Except as allowed under this Code, it will not alter or adversely affect streams, lakes, wetlands or 115 - 16 ' significant trees, e,_rier on or off the subject property. 2) It will not violate any express policy of the City. 3) It meets at least one of the following criteria: a) It is necessary to correct an erosion or drainage problem on :r an undeveloped site. b) It is necessary to create new ! utility or access corridors. c) Other unusual circumstances _p exist which make it reasonable CJ_ to permit land surface 00 modification in advance of the - issuance of a development permit, subdivision or short �- subdivision approval or shoreline substantial development permit. 5. Tree and Plant Restoration If, during the land surface modification, any tree required to be retained or planted is damaged or destroyed, the applicant shall plant a tree of the same species at least 5 inches in diameter, as measured 6 inches above the tap of the root ball if deciduous and at least 17 .feet high if coniferous, in the immediate vicinity of the damaged or destroyed tree. The City may require the applicant to remove the damaged or destroyed tree. In addition, if the land surface modification destroys ground cover or shrubbery, the applicant Shall hydroseed the bare soil and plant shrubs at least 24 inches in height in _:the immediate vicinity of the damaged or destroyed vegetation. ,JF. Bonds - The city may require the following bonds for any land surface modification approved by or under this section: 115 17 ft T079 V.P I5 "II TH2 PUM32 OF I'- ! ,.i is � . l.. q 1lTl�NE*"120-, 4 � .�! a..rirls[b 2- SE. 17-21-4 �sts.e SCALE 1 =100' q �' WY.— S. 336TH S.T. ,.r..::.,, r.l�•r, jk � eo y eC UA 9E/0Wr v I In a J•} I � ! x s e 70) y � yrrai . 4 as-} &IN ` O A n IL' 17 i hh � � V f� 1('Ej'�I - .• c. c r+.+.•xr+ r.r rrr _ III/•r ,Irr. :.-,.. 1•' II ..w..r., "A ,.sr)xr�f.a:.sK - ,►■ • r, .: �r �' e. + f•t,�y' �__ ,- .�.-___-.__.---•--._-.._..__._.-.�..,..._-. ....._._�.-�---...`.... ..-.---��.--_--.-..-..•s-..... � p � .cam I r 1.y , Is, ez ,T .el • t �. ti ! 110778 ePF xi r ► f LoT 2 , ' ,p� av al . t� t• a5�'9 a .. r� I. r�q • r w H.a9-4 -26 W. ----- 1313 Ll P, � / O U t� H . 3 •�1 �w7 � J,"` � � C 'I , ,•ems y,� k ' for : Z ��TS ... ».. f. __.—. .--.-.---.. r• ti h i�l lit �� 3g� Q 3 er J � •��. ..-.H-,.-lhR: t.-+..eh'•Y[IN1++•I,XYJyW.i Li�Z'•�.+1��►.iw�wi41 �•-���5� � � - ' W w I- C) to w L•► NIl•rry ..� ... ... C5►777007AFT01211�oS5 - r 1 i � If1 1 � 'M1 ■ w� Ire6, i! /el, l rel.d+ • rec. f v � ,�� ` �� r.►7 ] _ r S'1"► `yll r•�1 ph� 11 1 �l,. If ,{ 11 r•�) �� t. N t.e_rrr•t�. .► aaae• _ �i� �� y 1 878096 ; KCSr777D60 AfTalzllOkS4 � ? 1 e w �• a i pet. 4 :S4■ " r �� E- ` 11�/r� Ir+,1•�i I 1Ir1�7� ti id • � /!f�•. Z �� • _� .r ►�•�r•uw �7i. to � � k Z ►t/./'1 •rJ _l. yll•rY•[fr •77 Ye[Wl ,} [ I� I o!o - r 0� � k, MM•f 1.. 00 All ■.. �^ �,...},. -.... -"�•s ••..r.-air +74. �. .sr[-1..•`.�r►r� •.r Z ti 5T, tlhalr� z S. 344TH• ST.S. 344 TH. ST, N.69-SI ]A W. .f'„rJr/ r .n• Lgn�r.s — f314.0 0 a 1 # of is I DOMINIONS Jill I loll 1111pill, ww= ti,pgo loll I gill moll"I'l 0 f N 113269,46 womill IN 11111 MINE! oill 111111 MINIMUM I'M illool�llilillililill I'll, I 1111111lijill 111 11,111111111 17 16 E 1,, 6 31 Uo" 4 6, 8 L E E N'D A y .......... wo a..* j, PQ,0PERTY RIGHT OF Wh LINE SECTION LINE .......... . . .......... -7 MENT LINE-- E/'� S E CiINTOUR LINE ----------- ku S REAM Z. -S UMBER 4 1 SANITARY, SEWER LINE T,)iX LOT N XISTING TREES DATUM E 0 150 1. KCAS 4 SCALE. I N F T 0 N 11 L 9 e3 A 3 8 N 11 I� 95 4,7 8 5 E 1)631)706,054 f ..... ...... (1/16 LINE) E 1)633,019,188 88-45-47 W ......... N-e - — # ft ............ ............. * ............. ...... lt� a ................ 0 *-7M �AWr­% # (Ij (y) tn 1�10 3. IN SEM Qj Y CONSTRUCT[ 151 'TEMPORm,R ENT Cb 2 0 6 204 N MENT TEMPORARY CO' STRUCTON EASE *-Olt tt'318,607 8 4 L631)702,486' --------------- 1110793 V) #934 ......... . .... 150 1�632,,845s8 0 IG r 2J§6 3,,0 U 2 00.0 'v STOCKPILE/ST AMC N At -4, I 1 01* A J A 0 2 r"N L�o t-11 N A, AREM 2u2 �7 cd N TEMPORARY CO"STRUCTION It m \8 7 EXIS17IN EASE T \ )) \ ****— 0 V � R F-taw-- — MEN CD 241 D F C) S -VA-Y T 1 11100 15' INGRESS/EGRESS EASEMEN 278 TION MAY VARY DEPEN111-TiN' (EXACT LOCA T N ON FINAL SITE DEVELOPME 2 0 /2 it 11 -A 10�4.1 4 1' 2 8 �,D # S 80-45—.53--r 280- 1. / '� of 2 4 2 6 W (y) cz) (y) n � / / rT_1 12U of LLj A G S -SAND 30 oi 15' INGRESS/EGRE *S COFF DAM Z -4 EASEMENT (y) r-4 (SEE DET IL 10 �D 4� If G S E c z W� U3 INSTALL APPROXIMATELY 360 LF BVPASS PIPE 0- R A R Y z 241 TEMP L LI T3 , . ! — 11 T � ( I I I I I 4,� Qjh/ Ile o� I-0, C 000�.' 0001, co N 111,487,705 21"' CEDAR 11% "S" E 116311CD95,349 ------ N 111�467o535 E83 0- - — 31 it N 7Pq 4n D R A I N A 6 E EASEME" 'T Af 4p .­ . .%_.' IN , .0 "000, COORDINATE /'oo o,' 1000 Ns' EASTING BE ARING DISTANCE NORTHING INSTALL APPROXIMATELY 55 LF Ile POINT —13-53E 1632335211 N01 189, FILTER FA G X I ATELY 165 LF A 111476,101 ---INSTALL A-'PQ- BRIC FENCE 115,82 FILTE ADR�C FENCE 41 B 111665,717 1632339,286 N17­49-01W —46-07W 187,95 C 111775,982 1632303,848 N88 _c� 4 95 1632090,781 N59-05----23W 20*00 D 1117 9 0,2.,_., 20,00 111790,725 1632078,786 N88-46-07W E 5 20,00 rA S61-33-09W 11264 F 111781,198 1632061,.201 100 D�o Y-IN 2 0 —46-07W 9 G 3 0 111781,198 1632061#201 N88 51,50 42,10 S56-13-53W —GRAVEL CHEtK DAM 3b6 1632009,799 4 H 111782,360 10� 308 90000 1--oolo SOO-44-48E 111758,959 1631'974,802 (SEE DVAIL 292 294 —25­47W S16 140o00 111668,967 1631975,974 N c CONS TRUC E 6,377 S01-13-53W 50,00 .... ...... .... 111534o6e3 163193 100* GENERAL NOTES K 0 B 111484,697 1631935#302 S80�46-07E 400foo _LAG C�LE ARING LIMITS AND INSTALL FILTER FA RIC FENCE L I , CLEARLY F \/01' QUIPMENT, SHALL BE ALLOWED TO OPERATE BEYOND A 111476,101 1632335,210 Is NO CONSTRUCTIO.N E AS SHOWN [IN P AN'S, FLAG ALL TREES TO 'BE PROTECTED, ON THE PLANS), THE CLEARI'NG LIMIT (EASEMENT AREAAS SHOWN 'SHOWN [IN AS -1 E TEMPORARY CONSTRUCTION ENTRANCE 2o ESTABLISH '11 SPECIFICATIONS AND/OR R E C.-v E 13 V E D _TS',THE 2* THE EXCAVATED MATERIAL THAT MEE HALL PLANS# 280 AS APPROVED BY KING COUNTY DEPARTMENT OF PUBLIC WORKS) S - I - THE 5 19,9,3 27 E3 21 BE STOCKPILED ON THE WEST, SIDE OP THE CONSTRUCTION SITE -i DIAMETER TEMPORARY BYPASS PIPE ALONG 3, INSTALL A 2_4 INCI THIS MATERIAL !SHALL BE USED FOR THE CONSTRUCTION (IF THE EXISTING CHANNEL -BED AS SHOWN IN THE PLANS EMBANKMENT AN1) SITE GRADING CITY OF WAY BUILDINk-1 TIONS AND N�; [ALL. lJXMINHUL r 78/ " * 1 0 ML'.'1L1 I TEMPORARY FLOW DIVERSIUN HLAN 4, PERFORM GfRA- DING OP ERA 3, CONTRACTOR MAY PROVIDE HIS OWN T 2� SUBJECT TO /I AND/OR CONSTRUCTION SEQUENCE FER THIS PROJEC - _\,� 0 R K S. -1-URBED AREAS AND PLACE PLANT MAT,�RIAL AS /262- NTY DEPARTMENT OF PUI3LfC 5, HYDROSEED ALL DIS) APPROVAL FORM KING. COU I I .0 28 0 OWN [IN THE PLANS# 282 \\ SH KING COUNTY DEPARTMENT OF PUBLIC WORI�S TION TO ERCISE CAUTIDN DURING CONSTRUC Paul Tanaka, Director EX 41 CONTRACTOR SHALL ALL 280 INSURE MINIMUM DAMAGE TO THE: UNDERGROUND UTILITIES, E'D AND REPAIRED IMMEDIATELY SURFACE WATER MANAGEMEN'r DIVISION UTILITIES DAMAGED SHALL BE RESTOR #00 0.0 T CONTRA CTOR'S COSTI 0 'AL POND �-o 0#1 UTI 3 3 6TI REGIOiN 'e'000p 1117 ".�()IIHITTI. 1) IT H K I N (3 C H I j H Y 'I'l IF FI-11 1.11 WIN(I P W I 1\1 Fi MI J # SLIDL Lj 100, A I ID ECIFICA] 1UNS' AC I F I C �1 I G 1-1 WAY SO, �,J VAL PER TH E fD FOR APPRO (NEAR GATE$ N D S H EA R. # ANGLE FRAME, TRASH RACKj A oil .0 '00e 0 9040 0 Awl o., 4 PROJECT CONTROL EROSION AND -U C) 80 DAT E APPROVED I I Tj 278 0 11 CD FN DATE NN RECOMMENDED KEN 8 627 1ILL—Im- Ly ON 11 SELL DRAWN DESIGNED KEN SHEET OF 10 04704-9- SURVEY NO.. 20-�-- PROJECT NO 11 !It lip! S mom. 11, log IS 'I: doll I I a "%I, AOM% AO� t00% MIMESIS' a, I I Ar 11 11101 1 Rill I I mi'll'i'llilill WON 111101 lim two I&A low. L % 3 ­W/ IItit, II10 IE. T_ Of I-V* IT -A' IiI-42 T Aft it7, IIt'A tWirl 0mol I N Of ik. - �- . - I - I - I I I,* � WIF CO-' IAP"M IsIUC .3, IItii V., :­m�. iN -T. % IL _Fto TV ill II & 4 330TH; - . I I41 s7 sw `10W IA- dk a sN oL ES%orUPT1 r;i Alt IoIIf. AS" t..h 1 12 uf 7 -.4 Ito -1 4 -of the Northeast 1/4 of S' ction,' U. I. ows t Iill A' Ron&* 4 Ea st W, M AND it or t h Ihat. portion 0 ou.t h I 2. of i,/:,#% - of t ho* 1 h * Mor t h If I0 Town . in h I p., II -*Northwest ili*/4 .6 I Ill II-40 Ilighway II6 at ion 2 iIIt of 6 t-o t 14 is47 94' %O�,z lying We !m t al A, Ifttv* Co'vn t of Kin&v- State of IV s hi IInXton IAl IiIIitIIIr 4 iAll ene. ra IIIIsItIIIIIIIIIiO's IIIIIoIlk IIIIsK —FILLD oIts, _FW Ii10 000000", IAlt Illdbft All ft Al IIP h Phob ItIInow illOoAvse 2r sl /0,70 7b Aft 40, AV ItAll poree A li IoA A 4 IIIo At MPNOMW -wpm Now 11� m� I 11 am JIM it IoIIIsI161 IIrlor town mail I -A 0 IIiIIIItoZap AW top ss4W e IIle IIIIIoAW iIILill II1. fill, �;oW7 4 f ItitIIlot Iowl 0 f JAMM1116 A lII46 F&- _A0 IC, 41 v 0 0 o' 0) 4, 0 0 0 o to 0 0 a 0 40 0 00 0 0 W *0 IsIII�**41 Ij� L" I45 Sir '00. ite 11L Io1+ t4 D W W V At. 5og, 4) II& 11L (bW90% Of oItIIAAW II_qW I_400v ItsIAF F soIF& IIIIell I00 t4 IIT, IIfvj -two, 0-011"O" lit ool 41 I I 4 �f . 4 It - -I' I4000O...O.000"O'gill"i IW I1A " I * , , I / IIso......... ... IIIIwo, 'Or S .rA, � -�- #4 , 0: A 4 4, -AV IIlk- iL x W Ab IF W iII7. o- It 7t00 1W 10 I6 17 4.� . - I 1.*. .1 I I . 7 1.11g" jr to — 00 4 itsII'gil 06 i0, sit, 16 "I -_ It I10 tIIItitfIIgo its A .1 ta- iv toIiI It 11al 0 t > I Iv W : 0 I - .4w I - ­4 �tll Ito1.1 W Oil Iiist IF' itIif os- ItIr oiIITor r .W." .-T Ww'" Air 004 . O" . t � .6 'I . I. 0 1 I A O.? t, 0 , 0 tIF7- I10 4, IiIITo Ir Ap sIv i% '4, 14 , � % , t ,"I ) . , - . 4 , W. r f ** % 0 . I I ., , , 4* .1 soIifIA or 401 4 0�1 i61 Ifro IAMM oAW JW, 16 A IIIAwmif A rouno, IAA 0 00%A ccom W/*// 7A 7be illWil'i )%ol`� .4 oAh IoIPOO i10 10 III40 4. 4 110 At 4 Itt.w Wk it N 0 it�0 Alve" 01 is/ , r IiIat, r+ II4 17 si, 4w ll is 40 #A OL '-'V IIs0I. ofA Isiossr i KITTS , COR� S. 340TH 3 T. MOM, ff- 's DW V N I MAI Not To Scale /7 S 11-4X i io n t tral7ce, 20 or) Thkl< /,q .5 la NOWr mic R E C E I I V BU)G. & LAP.'D prNELO AN 2 I 1988 *'v , I I- A7� T__T �_. t - I iIIsfill so sIT soiIIT C I7 II1W to ow Ak Iflei If,* LAi C t1W lei A I I T M . 4 r -I " , A - *- o , "' , , . I : . it I "A I T rTACI t 41;v �r - -1 � 11q;A 0 .. I�Ooll o.A e toIif �k Iisof All j I10 I . - * . - , ,, _. 7 I gill - I - . - - I $� # f I I . I0, w -, Ir - I I � . 1 ,i )" , 'I ; vv A* 11� . . j, 4 I , I t I Aft ,,I Jf iITf N Ole V, It t, 1 1 - I T- oIIF t II4k W J7 If # "'. '� Ik, I I . IA 0 . , 101 A.' q LM ar,11% N a 6 .1 IJk 4 I I , 4 4 1 I I - 1: * It , P*, I - , I 11, 4 oo 4 I oiI01 �v ,, - A I A . I .6 AI I7 4, Ar B It Moll toA * Ir if gill * , o' IIitIfN Ii1w II16 ist '$ t$1. iir i41A 4* At I IIjil 4V sji-, IJ)G. I, OF CAL Eft "b"i 4 14. fr- 111 i's, U TV INT "VA L. .7 at IiI.1. Ilk or P IDATU A IIssoIwo so�,gl # iIIo41 to't AA ICr 'A it 3 _P IJL Iimf^ iIit iIIoII10, 16 IV E I At q9 V /' 4 -4 I 'A f'.4 16� 6 it. r Z I .4 :.. O. - - , 'it Isit I - , - f. .. , J, 3� . . -: o' .. 40 sflo it IIA 7' JL,, I )"i ot I ".: . , o 'L r .1 V` 71 or li, I *."%I I - 1% "i I �� V.. 1;1 I - - o . o'W '74 4110 pro t �;-- i; . lilt IsI449k 6. IIL I4%, IIL I ''I Ir- I - "O IIk, IIIda I WING Df� JL �A 01 CITY ;1W lorl OF FE -it �� - - ", . 1 A- & - _�Mk i.47 go.or - 1# I f.- � j j — s1*1� "T " All )'�-1 Lj I0'r, II IIf 41 * 4.,f N I`26 iAV NOV IZI? Iir &7*f iJ11A I7.6 I, � I oi sIV— '4 t ov. IC IF Iit A% IiIle I Ra"V1161 silk AD Agookilift all Aggi hAftma i b" DRAWN. W CHECKED j DATE October DATE Of I Instail Trost RocK Per J6 Min.) IF WS. Elev. 281.2 12 0 C.M.Pt Drill 112"0 Holes At 40#0.C. Horiz. a Vert. 314 " To 1 1/2 ## Wash. Gro vo 12 .0 C. M. P IN S90. 5 % (Min.) 714 A, Mlter To Fit Slope Of Detention Pond Upon Removol Of Sedim ern tott . on • Control Facilities 1\\-114"t 24% 24" Weld To Bottom Of Too 1. E. 16• 2 76. 0 Standard C.M.P. Tee Section 290 30/ 2.85 WE a 300 2,70 265 Not To Scale %4vwwvT10N 50 Horiz. S LC"A L E 1 5' Vert. 11 3 Min 3 Min Elev. - 282.00 �, Ile Qk Elev. 0. Rock (Min. 4 ## Face) a All U %vff L R F L L FA I D gto` T A I L Not To Scale See Sec , 0*/7 X - X 1 0050 Horiz. Si' C A L rEw 11.M I 11111 NIII 5 Vert, 4 4 ,05 Fre board 1 A 1 SECTION x — x Not To Scale Exist Ground Nofes 5heei Z For 4encrc4l Note 5. Z. 5ee. 5beci Z For Ei?o.5ionl 5edimet7tuiion Zonirol No ht s z 0 CID z 74. 4- U) Uj v F(21 -5 } �yMMM�� - {° ug 2- j osed ra uild CLprop I JJ 01 10-001 00 LLJ X/s/. otpouoal 9 Mg 4Z e V. le r__11. z IN 0 19 19 3 v YA f Y, • J`NI BNO. DESIGNED DRAWN HW/ D. r 1, CHECKED JWN Alot-e I-lydl-o5eecl All DATE Odoter 117C141&11;y eerin, QJ_4� T DATE Co F rjvG PRINT L T T Mool III I Mill 11 WIN 'III 1111MMINI IN II Illinois Ilull 11 Jill' 11111 111 F v. WA6. 0' 0 It , -- 1-�-.��--,A wompla� -_ .,..��,-��,—�,�,4.-���—k�A.e-,Ak,.still --- ____ - , I I I � � " I . - I Ili it - m . '. I,, I I I -1 , � I I : It I �� , , � I 11 I � I I � !"', i, *1 I I � ,� I I � I � __1.1___­­1I___ � I __­___ __ ___ - - — , 11610mill", 1. I , , , s, I All 1 I � I I III I �I 1;1 I_ 11l.-I , I I 1 �4 1 �, I � I � :: " I � I : - ! I .to 4 of � I .1 I . I I I I I "I ,I I � � 1, � . � I � I ill mili - . ,� ( � - *, � 11 l j-1I?,`f'­1t­­1��1\ I,, I 1, . ,,I " I, I I I I � ���� I ­ I I I � I 4 . I , I It - , e 4- 4. I 'I 4 , 'I I I ­4 ,# �)I . ­ � I I. � l, I ", I � (I �4 ill 'ool "i ,,-*. ,* � ,,, � � � ; ,,� , -, I � I ,I I I I � � o If I , - I I I 1, , 1. , it li! , I so , "' " I I I I " I � I I . . . , 41 1 l I ol ., , I . � it, I ) I I'- I I I I � �j I I ll� . � of ,,,. I I � I It � 1, "; I-J, !� I � I 4. - " o . 11, - I ill � , f, is "of of I I � t t 4 � . I . I � . � I . I . � ; ,� Ill Is " I '. , 1 '41, I '. �I , : , I I, 1. I � I , I I , I . I I I k lil Is" f �'f �i , . so I � I I I .1 � 1� , . I ,� I . . I � .� . I I � ­_�A ­­__ Ill',1i,iill,IN I . — poommung� 1,101 iijilill�llilli�ilill 11 , .", � f I ! if i,it' t � p I � , I ,;, , ' syAAA , �, " I, I ___"____& iimll"l�illim ilmoilil'i'l MMMEN=i,i "oll Iso , , loolleiiii-� W I t - 'IT I I ­, i ,,- ol 1 . , 4 I , � �' , I � 1. I , ,. .1 I � , , l , .,*1 -W-W 0 - - imoillm NOWN Ift il woRmpmwomw � ,g 14*1 11, flol 4 1, C� I!: � I , 1, , , i i. W - I � . I ; , � " It .- '. ". if � I � I 'I., , .. . I I I I , 1 4 o", slo �` To, I.* , � ;I1 ,L_­i-.-A-­oi­A. . I I "I , I � I.., I I . I � I _L­�t,.i,lfo, I IiIji'11111 t I -_ 11 mommolow, -1 ". , i I lot I , I I I ,., i- I. .11, , . !ill I I 1 -iltmill moonip� � � I I , . fit t I'', I . I � . . I 1 4 I I ;.i:,:;J,�,j�t" , III It, I .11 ,,is � 14 I , , .: I Is , . . . � I I , , � I ., I I � V I I ""I I " o , I I �! , , . I .1 � . to , � I I 1 � �, . * % 'A' 11 I 4 1 I I III I � 1. I , I I I 4 � I '': I , � I, 0 l IfIl .),4 i* , '. , . I I . �� .1 �, � . I , I, - *4 l I, ,,- I , I ­4-1, I , , , . . �. . I I I I I I I " I I I ,, -,. I I I - : I �'I � � I .4 A, I . 1, I I, , I , I l I I . . ,,, I , l . I I I I I , 4 I .11 14, �. � " I ", . . i I . I . . I N , I 'll _ I l . I " .t , ii t ! I 0, 0 �:' , I , � � � . .. ­ I , of I . I 4 , I- , los, - I il� , , " .� ; . . . . It I I or � I ,,, I . I I I I, I , I . � N I _N A )I I � � � l . . .1 I , , I 0 1 , I. � , I W . , .4 I r. r , � �14 I I'', ;o'. I I I I � , I l 11 I I � I " I ) I . , , .,I,74, It' r I� ,��, %, , " I!, *1 ,."11' 1. � ; � " . , , , I . I I . I i I r"Is �I of I . , " I ,I " � 'I . i , , , , � I I ! I I 0 , . o I - I ,�,,� I , I I V � ?.I , I I I � III " 0 , I ') A I I I � I I t � I �O � . 6, i . kos. I . , , le, I I I � � , I I , . . I k 4 'lot I I I , I " I I I I I i to " I I I j ; � I I it �o t. jt, i* " I ,; � ,I & a 10 - , o I - I 0 1 �j � � 00 � � � I I , I I , , I , is lesi,i�"Ill 'i, I l ti�olj -io, � 114I , ! ,) � ., 04"'llho 1W � Aft �l, � I 0, ,.I i, iv,, I , iI 1: - '. . . I ,^ .9&. 1 I � I I & ,I , ,. I � , I I I I I *0 � I . �#, ":" I, 11. , , � I I 0 � 0 , I 11 I , . I . ,I* .,1 I ,. �,;,op I, I, ". ­ I . I . ."o,1' ­ I., ,,It 1�. 4 �, - . I . ­,�l �4�1 1-110 I �!,o �' k; & T A"' U"Ill" T . SLWUE,NCE, 11 I '0�' f* *,I '', Ill �­, I � � , V N S T, I 1�,`�, � I set" 11 I � * I ?.' I I i I " It *0''�,, I 1"*� 'If '' � , 1. I � � I l "I I ; 1. ,.J.­,-�'t-' "".'"'. '.., , !"', . I . I I � I 1 di oil " , � i - 1 ,4 . � I , o I � If . �� 1. , I ; . I I 1, . . I I I . � I � , 1, " I I I , I, II-, .i 1, -fill I is , I I I - I , <. I , , � t I AT I � . , I " I I � " , , I � I � I Q � I , 1. _f I I � . I � , . I . , I " 0. , At I -I .�� , I I tj ., �'Ii, " ,. , . I I, , ( -,-. I � ., I I I I I I �I It � . I . , - , I k I , ", I t, - V I � � - ,�f i /I , , I I I I � I � I I � I I I I ; I -, Ii, I , , Is . I I, I I � I, ; I ,� I t � I 11 I .1 � � , , I . � I I . $ . , I �i , I I ,* l I 6 I I . I I I � � i . '. to It " I � " ) . M I, t is , , , I I : I I , � ; I . ,` , � - I I I I . I I 11 of * I . � I . I ol As ,.(. , , , , I I )l '' I . I � . I � I o" I I � - If " I I I � " � T I I I , I . � , j A if : , I , , I I* '#I- � ii A , I I I I 1* I I , � Is i I I I . . 1I I : . , � " I I to I . `i, 0 ii I , � I . I . , . . . a , , , 0 Is I . ii I I , '. � � i k � I � I ". � III il , .4 , I, - , , I � I � I I, I � , I � I It I , , i I. �, 4 � � � I ,r le I I I I Oil I� 0, I 0 � I, ,,"', , I I , f I - , I I to � I ., � �. ,Iii ; lit, , ill I I I I,, I. "t , t I I I � of , � . 4i I I , Is, � � j I : , 4 , , I I I I I � I , I 1 I $ ll ot I � I . � I , ! I I I t . A. is , ) , - fill, , I I I I, 0 I I � 6 , - I " . I . I � 4 0, I I Y l � , �1� , I .4 ", 4 i. I , I I , � �, � � I. ot. k , � � , I !f I, I, �Ij% -'% I � , � , ;* 11, 01 I I . , I , ef 4' . I I " I I . .� I . . . . I I l, I . 01 .. , ,� " - I % , I l , I � : , '$ " I I I . . Is , , I k I I : ".ITI-� � , I I I , I .. ; � � I I' Is -A , � . I I I I .. It I . I �t�l I I - . ,,, , � ;� , , 11 , I ( 11 �Al I T I I � , I I I I , A" I, I of. I I I. I I I, I f,� � - 4 , I. ,� ". I - �'Isi," ;!I I " " I . t; , � I . �� , f 0 a A Ill III I � I I I I � ", �. ,,It: " ,.�Tl I, ,,, �l I ""If � , ,is I I I.,. I to I .,.,) 11 . � 4 1 I � � I I . l I , I . . I I I I I , 41' ,., I I t� , � Ulisdso�jlli ,� ,�, It , All So 4­ too to � st 1�%,,, I I�, - , : I I �:.� � , III .. III .J., ft � � � 0 1 .. I I.,4Ii,( , _r I j It-- ''i".", I 'I I , I I I I I'' I I 1"" " � I, Y 11 X1, I 1_ I , II, I .,­l-,f l I 1�. . A I is' " ittli �I � I of .. i 'Iff ll I I . , � it � ,f!� i '! f 4 't I , to I'll ­. t"i 0 �,� � I, ,;� I'( , I �l I I, 4ii �l 11 1 4''. 4 � ­ I'' , I � iti so % of � $1 I I . .. of #�, ." 4 . ", "I I , I . �) � 11 I I I . I �� 1 4. 'r, ` I , , 'i I � , I I I I I ,� I I � I i l, I., ­ � � I I .I It I . I I I ir. I "Il .1 � I. , III � 0 1 � .I I of� , I " � I, )t . .I . ,IV '' , . , 4 .* l,� I I I I , . I, 'o, . � I , I I . I 1, I*.., , . 1. �11010% II 11 I. I I ": I— I I I fill, , � I � � 11. . . , " � �' ei,; � I ". jit, �' I 1. ol . I 4 "11,11 I t$ 0 "' I Ii , .,. ,'I I V l� �j , 'I#' I � � � I I "I _ I , 1, . I I I I It .4,.. ;�� " I , ,I I " '" " 4 , '" , I;� I., il'�:, I i ,� I " I, It "I "I � I I .. I I I 11 ?�A .1 I �� , ." � ,� ., ­ � t I I it, it : "I " I I I N � it'll It, 1. �l .". 1, 4 I *�_* ;,I, � si".,� . " I , il I �, � � a � �64_, II I . I I;$ I I . I I , - I� 11 ­ I , , i I �.*- .I* 0 "i - 4. , I I . . 1 ,fq�o�' _ " � � I - 1, - . IW I f ­ i�itl � , 'I, W. . I . ji .I 'T. , I 1, I � I . � I, I � �, , ,I: ­ � ..41 I I � � I I I ol � .1 I �- iI , I Is � � " , . I , 1� A ll " .�, . i.,,� 4! !,,�, 0 _� r 4 � 4. I,2'1�-',' I � � I ;oll 1, , I . .. I 0 l�� .1 1, I , ;'1111� - I I.. I , , ."ot " 'o't, '' . I I Ii, 1. , 1 I , I � I . . I I � %� I . , I � - j 4 4 A , Ill .1 I �, I I , A ; . 11 , . , , � , � I � I t I ; to ?. I .It , lo, , of � , V , I ,lif I I , I � , " I , t ,# I 11 is I � I If I . I ll�v I 'I 1� I;4 '. � ; ­ I .1 .: I 1� , . j. I ;1) It Il '., I ", , #k of . 0 � 1j'so 4 N,'-, I I Ili I I , I ; I I , I 1 4 1 1 1 1 , .1 .10 I I � I . � . I � V . . I . . 4, I � , * . I, . of I ,. . I : I I 01 I N, ! I , , I .1. : ; I I I . I . I . jk. I . 11, , I I It " 'Ij l I I ,4 , I ; I I I ,I . I ft I I , . I ". ,1 )%, I I l Jo I I, 11 � , I 1; " " 'r, W 04T , o ", I � , I I� ol l I - A . . I I � " . .At., - *i* ,..*, rance-is , "" " , , * , I I I, i I , . t � - � fill I . I , I � I I I d, t � I I I . � .1i 4 1 ­ I " 1, l "i I I I . 5 1 , � � . � 'i .:, -, Is, s � ;ol , "'! ,,,l , . I I f � : � .1 . I I I I Ill .. ). I I � e '' , I . P.J. I I � I 'J� t I I ) I C '. , ­ , ": I to , I . od''000 t '' � , "i l'. , I� I'li.0"', Stbb , " ; ,,,. 1, I �­ . , '­4 !; � , i 4 , t I 66 .Ii. � � I, I I , I , , , - I ' I It 41,911"..411 I'lol : �, � � jioo� jl� " "'t � I oil I 1. 4 ., I , .4 " , 4 ., I , _W�li I I, oft I 1. I 14 j � �%, I I s; I �'. I I . L , 0 ,I I I � . " ", ,,,, . , , , I 4 � 11 I I I � I ,,, .I, ", 4 1 - I �11 , I I . I . I I 9' � If ., , �,*l s I: � ii I .: I I I ­1 , s, 11 � ­ I i WIT, ; fj it , it", I i'� I � I 4 . 0: 1� "llo V It I "I . I 1 4 ", I ; I; ., , , ., , I I , I � I I I I I . .� ­ I I , I � � 11 1, i �- I 1. I � I , I I , I I: i , I 'r I � - , I I I , I .� , , , I � V, I . I ,I I I., 7 : ­ I . , I To � "I 1, � " t I : . t I . I , I of I , I ,� , 11, t _'. ), � � (" I ls­� I ,I-- ) I '' I I " I I . I �, AS. IT 11. . I I . V�ol ­ �. l - It, I I , t, I * I* I I I '' , � ; , constr I If , , ,l'*1..4 �1, ,,,,, I I 1: I . 11 If It . #,4 I lj,� , I *, I. � I . I f� " i IV 01, � I l III 1 " �41 I , 4 flidilvq1 I " I . I � �! : I I*, * I "', I In Ob IS " . . I I � ". �' .� ,,, It , ; , , I �, I. - . 4, wt. ,; , -P I 0, � I � I � I , A, I rod. %'-.�, ,,,, ,,, ". I I Ge,ad,o a 't 1� I . .1 I uct ,,,, , ,;e;, � ill t is �8 0f;$06, et,tv t , � � " ". I:- I I . � 4 i. 01, �l, .: I � ... I I � N . I t�N.". Ild, ,­ � 0 Il I I I I , I 4 I i­;.'' It �. I I . I .A. so 0 "I I n 1�0­ ;,,I,-,, I's, I, ': I * . of, 0. To r I 1 1 1 P Ii I I I I . . - - t lfI �� � Ili ,I. - � � I 1. 1.� I Sbd- I me . , "� st ',I' � ` � �,.,,",4� '', :,T, , ,. ''I 11 I 00 , I I` t j I tsf,�f i. '�Is,,, , .1 I I , I I I � I a6d 46Utla 'I I Ill . I ,,,, I " , I 1%tato,j,�to,i ft,nd.�, a Val I ­, I. do . I I . 11� 1�1 i I ,�t I 1 j1t � , # I W . ­ I ,is I �, . , , 'i''. I� 1,; I T `ol .' I , Vj . , . I I ! I " _., l , l ,It k, I � l "I I ? I . � � . 4 1, I " � I II l. ." I , ­ -,, I. ,�, , , It I I oit " I 1 4 I� I ��. I I 1, I � I Is ol 4.�k ,, Al I It I . # I It hi ' 1�ioo,� !, � �, . I , I I . � �L� � 7 I I — . '. ,I 1, . 1 I . ,4 - Is It . , _ � ii , , I ';' , I . 'l , ;I . ii ': il,,- ,,� I " . to � . . I � . I � , , 14. � �j . , 1, , I I I I I I ., . , 'A _ � . Ii, I I i I � I ,I " I I i I , I� I I . l I . . Is , � I I I . , I I - ' I I fi�)� I I tll � o:' ,,, I � l . "..; ,,, 'Ill 41 '. 1, I 1, � I I 11, , #4 I . t -11 1f,ol, � , . I I . I I . ,ft '' I � I . . , , 4 �, . A, I I 'I, I �"` , ;` " I. , , I I �, I it I I I � ,�� I : � I" toof f 14,1", 1:ol �;, J I ". �,�,` ,�- i I i , , If - , , � 0 � 11 � t I I I I ir I 1 4 : I ter 1. �, I . . � I . 'll, , �44I�Y;lj­­,lyilft I . , , I I I " �� ' 1 I 'd I ho" I I — till I I., I 11 A I I f encile, 0 � '0,1T,ch,.0'-v. 1, and- . ,�� ) . , P16"i : � # I,. It' lu .If I , I �, 7 .),,I. I I �- V I I 4 I *AF I 'i , , , it Is, , I , N I 0 1 ',I to I I I I I, I � I 0 . I � . " . � I., I 'I', � . ,� ,,r, fi �l - I,, , � , I I I l � , . . I 1:1 ,� N`,, jo, " I I 4 1 1 , I. I I 'A � � I . I � '. .", I � . 1. �1,! , I � I . I * . I , I I (f Ill �4 , I , It I 111 . �'. i" k to ... I I , I � . I I I I 0 I I, :, '' ,'� - I - ,�,vwdd ft-rog resses *, .-� I IiiI I � I I � � 1*1 III, i 11 ­ .Ky I 'I ,*I, "I"'o!'' . s I b - A � I � I It ! , , � t Ock lovb,'Oc� ­,� d'ams ,,�* A$ I , .,I I ", , , * , , , I , i � � I ; . I is ""j", fril, _ li .. I . � I I 0 1 1. il 0, s, " , I I I I . i 14, I'! i i j t I� . I " I. I );, i� :�, It Ill I l � 1. � � . . I I I, It' ,,v I I . '.5 I , I . ,� I I . .1 . . . � I ", . $ 1, I 11 � � . ft., I i � i ). , r I Al "..., "iff, � , . ., '' , � , I . I � I 11­ I, I , for 0 , T , , I. , I I W, I I .. I I " I * , � I I - , � � I I , ­1 I I 'l . I , " I , I I ,lit I , , , , I. if . . I I I " , if , � ll� " ,� tff.11'; k, 'I , -, - -, � I � � I: I, I I k I ( '; 0 , I I I I . � ,. A � I ,� , 1, � I I � , , � '' #� It , � ': I I I . I I. , . I 1, � .1, t l 1, All , I . I I I I � .1 I I . , I� � I , � I I I . I: I I ' I " � I . is, . I I � I I I I ii, j % � � , T '. ,'� I . � A. .AL I I oll I ., Is I I I I I, I I 0 I )f i� I , " � 1! is, i �, Ali 0 I f I I o' ., - , I I _ . I L, � '. ,x I . � I) I � I , , , � I I � , I of 4 �I:�� I I � I I � I I : ­14,:Ill I 4, ­ .1 I . ,I � I o, , , � 4, ,,4. , I I ., , , I I� . 1, At I It I Is '' I , , i: I I " _4I �, f - � I I I -, 4d � � .1. I "I't'',,ii, � ,t,4 � ,516Ill,t ! Hot* I. �, iST r � _, . )i � I . I a arbas . , .. lo'' .1 it."JI,ki, I 1, , I, I . �� $066, ii it; 0* I I � � 1� I � . , 1 4'. , , , * I I � I I � I - 1 I_ 1 4 � I � I I � � . I � I . *� , r!"I'',* , 'I- ol� I , lit 11 I I Is , t l 0 I . I I I . I . I I I I I . t I � I�, I , I.- � , " 14 : . � I I I ,kof , � I , ", " � - I I I " . ,ot,�I, , , , l It I � . i , � � I � . 4 � ., , , , '�_cl% �4. ­ , I I � I J, I , ft . 1, ,. � �, . lol ., I ; I ­, � '. I I I I I I ,I I I ,I %, !. I � I I , " 11 I I � I I I . ., -It J, � . '.." �� ., '' e I(', - :� , -, o - I l I I � if .1 " "': , . 1, , I Is l %­i t; ,.;, �' �# I I ; L : It , I 4, , .1 , . . . 16 11 . �. I t ,�� " � �:I, 14' � " I � "lli'l Is I . f,: 1, , l " � ''Ji, I . ; , , , I � � I . I I 1, I I I I . I , i I ; I �! t, I , . I I I I t � I I . � I . ", "I " . l , , I- m 4, - I 'I" I � . I " f .1 _o, � , , , I- I I I � I to - � . I � I � I I I I " , *At * . �', � � � (­k& ; � I I � , .. l I I I , ts 4, ,lill . I ci I I i ,; :,.* i "'. . ,: I, I I 4II . j k�';' I �, " I '' � I I . I ! .&, I I I I � . i , I � � 1. 11''. I I � , �1 �",. . I �L, I , I I I I I I ;13 " 9 Vol TO I I I � A %� . ".,,t, � , ,I V Ar,41, 1I. Is- � � I I I ) i,", . I :,�, 1 A4.4.1 1 11 � il �, � ". I , , A l .!,'l t A . ^1110-an, 100e%,", I .1 � I I � 11 11 14,", '' )l: ", I " "I . A I I �1. I I I ­ I � it I I ,� ,,,, I - i , to. � .of �, , �� 1. I , I I I I I I , I . 4 I . 11'' , I � I I , I; I I � I . , ; -`t;,':i'�.,, Ij I I , � . ,I ..., , I '.J�,i, , ,_ ,. I � ., I . � Ill 1 ­� 1, , ,I , "lls, ,,, ,� 'i If � � , I I I i I I I I k. , I. I � IT , I� , I , I il, .'I, , I �:Itl I I I I I I , I � I I I I I I I ,I,, � . o , I I . I I I J ,�, il �� �­, �, .If �.,* f. I., � � , _i, . , I I " , I , 'I �: 0 I 11 j t l I � . ,.I.$ ,� l I I I . I i­ 0 � '. , fill , I . I I , . . 4, 0 1 . � 1. ,, . I l!. I i . I I i . 4 . It I III I, ; . I I : 4 I 14 1, I . I, I , ( 11 " , 'O , , I!. � I 'I. , I I . , I I � I I 1, I ( fl, so , . ') * I I I I I, I . I I I I , 'IT. . I 11,14 I I I � . ,ft 6*0 0 - id A. 11 eb"fW1 V. I � I I . A I I ­ I, I I 11 I I � . , N I 44,; I, jl� l '.',� '! , , '. - � I t�o m I . I ; Il ,f , _n I"llifif-ALkLil"MmAl .0 1 ._ 1.1� i,I,,v ,,'� ". I't. l ,),?F%ASE- � fit, 11316-1-iii" ­ I I ­­ I I, , 1. I � ­ � I1. I , , I I .14 7- -7---r' I . . I I I I � . I I I I � , I , ,,, ,�z ot 0 I , I . , I i . -0 .mitilillob l I I I . I so I I I s I " ,I I I I _­., ,%� I I , : I . I ,* - I I . . 1, Wit 4'' ',I Z1, 11 if , . t I I 4 � ,� Is � i , I . � I I I I I ll � ;1 I , � 4, � t, , I I I I 4 I ,� ji of , 4 , f,�,:�`.t r" . . � ,� I; 'i" I 1; I I . . Is '' I I I I I .- 1�,,' ­o I' t , 11 �I I . ?t '.' so " I 4 , i of I: I I � �ti " ,,, " I r, t' �i I I , ,, . ft, I l � - � 4 I I I � , . I l � I � ;' , , I I � 1, IT I 1, ; I .I� ,,, '' I I � ,�, � I 1. I : , . I I � ' I I .1 I I I I . I I � I ' 10 1, , 't I I I, ! : of �; I , I �l 1% I � 4 � i 1', ol I I , " . � . I I I � I I � I I ;�,.i it� %, :� 'l I , I, � I J . I , 'I I I � . :.Iii lm I a's 'As, �,�r 14 � I " I I � I I I s - ilki "oll 4, , '�: . I � I , .7, '�' 1"..." A ol I ".1 � I , . . . 01: . '': 0 . l � atill u 1 rdd,., I � - I , ' . � 1.4. � f 11,bg , 0 1 Or 0 � I 0 * ','I I, I .4 I : , � I .0, . � � 0 , t: I � I I 4 � I .­ , I I..,' I . .1 I . . I 1, . '_� I . 4 . I , .1 I I I . 1, I#, ,,, , , I., �, � � I . I I "i If , . . I . 1. � 1. �' I I , I .. � I lo� I,, , ,�­l , 1, I I � I— I I ,I I, 1. � I. � I � . I Ill A , I '' .1 11 � I �" I ­,. �� I 1, I !­­` '' `kl t i .rk I� o 11 I . I... . . J�,­ Ill , ','�, '' I., e I � I -I. !�:� � I 4 � I ''V I I I I ,I . � I � , �)�, ":* " I,I,t:, I - )'' I, '�' � ; I I l I ", , . 11, I I I. I . . I I It 11) I I - ,* �!:��i".',Iilo' ,:.'' . I I I I , I" � � "'. " I I. � I I , � , f If, I _ of I, � ., I � Is I � �') ,,, . .1 t 1 , 1A , I Ito I'll"I'll �, I , � I, ,,`� J, , A", , � , . I I I I . ,,, _ 'ok I /.I,, � A to I I I! , Il ol 41, , 't :, I I � I lot , 1� , ; , .f, , �,f Or, `a=ft T to V 14 de pond 11� % , " ill I � I 11 Iic* " 4>tfdado, s r Q� I , I 11 I I I � . I I I I . ,.,.;: of It Ii,:.1i �olll ,,, I . , � , 1, . I It "ill ,,.i,.I �, .1 '. " Is '' % Is .1 .1 . �, h# I ' Serioll I nstal I Vniah I-r I ser .'and ., I !, ., � III � I I ':.- , I , I__ I I li ., I��f, 1i IT') ; 6.40., It ..& A 0 Aftropc4o ; 0 ", 111d 04"' "'i"'M l 101 , I a " . � , � ., I I � I I I 1 4, ' I I ..j I to 0oli"t. � . i4l) �; t 11 I fl� i, It so. �o,� �:l .,I' 72f6io I nch *Iwl I . 4,10i � I I , . I I I � jo! I s, "P, . i'sli, . . � I I "� I * , Is I I I ,:, ) l I as ,r,aiqu Ujoil +.b,, a , I � 11 I of I 11, '72, 6 � ,$ lifil �1:11 :1 i: , ,­'', , �� I I . It I � I I . � � I � I o I to I , ' ' �'sof � I I . I . I "'I't, l �. I I I I I I I �'1.4, C, �,, I t I � P.., 1; I a , tid ­1 I � I I I �" ' Is ,41 , ', � ' . , � I , . .,. ; 11, is , � , I No, � , I * , I � , A till r l , I I I I !"i "'ol"i 4 , , I I . I I . , I I If � l, ., I I " it - .. I, . - � 10 I I To oo- ,I - I !t I I - , -� I I I I, . I, , �? I I - ts . , I . �� I'Vitilmodr6ml, I I , o I I I , I I �, I � I� � � I � , , , I I I I 'flillio ,4 *�,, , �. � j , I, I I� ", ou t f a', � F , I I I ji�*, , " � I I I I 11 11 I � .I " ". I I I � I , I l '. ­ I l I � Ili$ I I I . I I I � is I; I "I ". I t I Ill I .. I . I I I I , I I ­ IT � ii 4 . I . I 14 � , I, I I I I If �0�,, , I I , I , , I 4 1 I f ) , I , -;oI, " � I , I 1 I , " - �1. .�, - . � ,� .. ,I I 1 '' I 4 ,� � . I f 11 I �-! i I, � ,,, 1! 1. I I 1. I 1,li" ]ft % ,,, I , ,I, , I . I I I I '.1 'I, " . ,� , .1 . � - I - , , ,,, I . I '! , -I iti., A . 1, I I I I , , I I I ii I 11, ­ f-'o h ': , I � ,- 4 1 , I 11 I , I � f �. I , I , I � 11 . I I I I � , I � , I .t i 41'� . I . I . . I I ,. so I -I. , I I I , . I � I ,., " A . I I 4 I � I I I '' � I l � * " � I I I , I I I I � .I IVI o! : I I ".. I 41 ,�', .I, I I . I . 1, � � . I I � 1, -I C)n ., � I ;�, I of . , jr I- ''k- I � "i _AL is i -i -!, -1 ,I, I'!" I I li t. I � : " . S . I I � I I L I I' I.;Iso,�. , III lo -, , , � I "' , . I ) I I I I To �l I il 1, if 1:3 .1.1,4�, . -as 10.1 I . 'I . � 'I j . I 4 : , Ora i -�,,,,requl� . ,l:,;t":l`! .i,, i , I lof0000ftat'o --2,,con , ,s, �,­ 4 � � , I I ,I i , , I . l I . tri I " f Or - � bcco's i ttl�,-T : I . '' I ll I � I I I I , I �, I I � V I 1110"I .11 I so' t,�, . ii I.. � , ,�# I '., I . 1, ) .:, .� I .,I, Of � I I I I , , I I I I " It "" .., ", If,, I � ; �, I . , I ) I � I . I " I � I I st. I � I J � ­o , %I I Ill I ot'� ,; I, . '' I � l I '''' . , f1i'll, 1; I � '' *lf-, %:", I .. ,,, . 0 � I . 1, ll�­,`.i . , - l I I .. I I 11 . I 1� 1 I , , .I I I 1� I � ,fio I .q I I I I , 'I I', , � I I 1. I � I � I : III � I I I Ao� I it I , I " " * 'o I �: � I l I .11 "I � I ) I I I I I . I I I 1, � lf� " I � I ,,�, I I , I If , . ! . I I " I I , ; . 4, 1 I I . . I I � � �l � . � .. " s: I 4 I 1, I - ,if I � o I I I I Aft -A . . I I j � , I , - � I I � I � I I C I , I I J, � - * , I I , I ! . , 'l I ; I I � I I I I I I . , I I . I . I I I � ol "ll It � If I� �'. I : , is, I 0 1, I;, 4, i " , i I " T TO .. o , "'I4 1 oll` I I ,. , , I I I . coh.*4110 ond 'Co, .,grovel' � p0host' � OU looll '', o , I I � I I" I, 0 * , "! I tij ",I , . I I ,I I � I - I f, %, 1"i - -Sod �t:h*A, OJLTI r �, I'. I�, I I 411 :tl, t T I ,,,, � I I,. ;:I, �, . 4I;i 1, I�,,;'oi I fil'i ol , W4 41.1% I , ­ I A I I I I , . I I I . - I . I I I I I I � . .o, of " A . . � ; -, ;'I j 1. , , , , I I � l 4 ,or I I; �l I to , ­ - � I I � , ! 4 I f It $� lo, , I , t. l . I lt4i 0 � " I I � '' 1, " ,,,,I , � IT 4 i I . I . ., 1. Y" � Ii , 1*1 0� . 11 . I so I I o, ` , I, I � I I. . I . I If I III� I , I - ­ ttl* I ` , , � 4, I � 1, '' , I I I I ;. I I : - I I I . k ,lt� " � ,itill, � ,,,, ,I � I I il, fl, I . , I I I : I I , I, ,�-, I It , , 0 I I I Ill 1 k, - )#,fI I , lo , , I . . i, 111,1� i I, . I. I I �, , ol I lfflfi . - I � I � , I , I � *1 le, I I o I I I " I I l � I I , � U I ., A I. f , ; ,I I I . I I , I I . . I I. � �,' I I I I.. ,a ftti - l 1, 441 6 III " 1, I ii �"$y W�t I I I , � , I . , I I I, ( I � i I I i I� I . o I. to I 4 't I., I " . tit . '110 I I " 1�, , , �P I . II *I'. , I I � . Isi, I , , � I I . . I ,6, I I, �;,..,st I . IT i , &I � I I � � JI .. I I , I V;4` i os,�!, fil ol l."! I, t " ,�� .1 � ol, � I . I I, I I I 4. I � I I, It, I'Voij ,jl,JsA,. " I. � 1''. I I I I. f;f :,,x;,V , . .)C I - ,-,I . , � tt,� , 'N t ,,�!,i, It , I I I If T ,� I o il I . " ol I 1. I ,'I' '.. , - I , , �l I I I I. .. I I . o*10,4 1 ,4 �! .If _' I .., "t. " I � le I. � I � I 11 �_, 'I' � "', -too,",r),�1 l I I') ) I I ll 'i I I )'' s I it 1. N I ". I I ", "', . I . 't,'' -,I : -, 'I 4' - Jill t., fi , , , �t, I P i , l ! ;l ,io, I "is, 'isI"A 'I,. , I 1*4 1, I, 1. I , , , f " If � � * I , -, � I I ; I , � tioill". , of .I I I 1� I ,2 - I , � � I , I 0 1 A C I 'I, tool i i ft - I , . I 11 I; .". I I �', so I If I . . �,, � I � . . � . it I 11. I I tof I � I , ;I I . 0 I I I I . 'o 0 I � I . 0 ; , 0 I AL .!L, � I I � . I.' 1, . I I , . I , � , I If - - I" I , � I I " Uillill AkIll 'A . l . , , � . I I I I I of ; I I . I $,I is I , �.o , -0 � I I 1 0 ,� � ,o ", " I � " y . I , I , I I , I � � 4. I ., I I 1! � , . I d, � I , I .. , I I " I I I � . .1 I I I - I I I �A C I I 170 . I , " " . I I '. " I I , * � , Iii � I, . I I �10 ,p 0 d _ ,_ . , . , I I I ; 4 I I I I � I 140ill lus : l I I I 'i �: " I � -­: # I � . I i Ild, s , '61"i .I - If 1, � �lto r"- � If 4114 * .1:. T nlms;:#,,, ah'cj I rock i I I I I I ,ckn . ft 1, Iti, it I _ � , , P I � � : ", I ) � . I , , , I' I! I , � I 4 ; I t., - !,. Iii � I to All I I i If I I I. I A , , I ol ,I I I I , I f I I � id, 4 l , ( 4, " ; , , , IN I ­1 ;,*I., I I I . I I I '' Il I . . . I , , ok T I � " I I . , . I li"i I - I of k To" � of, � I � , � To I I , I I I ". , , ., I ,,, I ;. , i. " ,,I j $ 4 , .,it I 1, , i, I I. I , 1, I At I I i ts!" i, 1. . �Iilll ; ­1 . I . 0 I , I. : I, , o1i"', if , I " � � � � I , . I �,� , , , s, I *-, I "I*, i s'" It � I 41 I I I . . � I 4 � I "I "'. ,I -, � I , l Il I I 1: k I 'i � '' � , , il ,� . ,� '. I I 'l I I I . . - , .l I I � I Orogr , 4 of I IV � t � I *� lit I I., j - I , I - , � 0 IA " V I I "I. II o , Yq - , " ,i * f , �. �- "I I I , I , 11 I I . �') Il -, , 1,04 , it , I, I ) 1, t , I I 1 oll 1 , , , I, All � I,.: 'j, I , � 1. .., , � .1 I , :,I. I � � . , I , I I , I � , , I I I - , " 0 " Is i,4 , 1, . - - I I I , ; I I . I I :�Ifff I i, 11 I -f , ,;� l I ,,�, I; I " �Il I I. I:1 I I � I , , , I I , , 1, 4 j �, � �� , I � o , f , , I � I , , ". I, , I 0 is dillio . I 'A , , I - I � . I I , I IT I I I � , . I I I , I , , . � . �' of . I � " 0 1 i I I I . I � I � " I j ! �'j �,,i, '.' �. , I .�l . . I l ;A I ." . � .� I.,'". � 11 !,., :.11: I ObOCK , _6" to 'A., �,� .,I 0 , l , .1 I., t I. 44 � I ol 11, : 11 � I , , I I ,� , illI At "'r, �� 1 ,I I - I " � 104I . '' V ". bs" I ol �, " � ` "!, � i� I I'mill a' � Ili , I lis i ,: ol I d 9 *Ilvot .,, ass fo: t ti� 4, �,, ii—I", I 41, I , . I I I -!, -.� 1) - , " � , 'I, .. 1. . I . . �4-t * I . : � # . Is, I I - - .:, �, ,I , I � , , I I I ".,t� I,' I � I . � . ., I I k I I . . ,� �, "s ii '' ) t IT,, I Y, . " � I, I . I, I I , �* 't,:,oll !�Iol!, I .1 "I ,or , ��i 11, I It , , , , of %� � 'I V . ., 14 . . I I ­ I I 1, , � . I: . I ., � I .1 - 1. � I I I tfillool I'­v I It I., l "I I I - 11 it - lit'ilIll I 'I ,- I I I t I, '", . , � I , I 1; I o I � � , it I I � " I � t I ,I fill I I . � io�,. J� � so, , t , I I Is .1 I N, ,il ,Io,�;ll` "I _ �,, �� I Too ,!Oi. ­� 10.,&Atoo "opoAd"!61do $ lopes Of , � I, I I I fol '11� �#t, t %,"iI, � i "I 11 I I I I I )I ill i, I " I , I I 'f.�1'1 I ­, I 1 it , 4 I I I ,1. ,,, " tilid 0; I b , 1 41 A -A i to�.�attstu "hili'l trea , I " I '64"U'do,'I'A's , '' I � ";: "I. ol " ,,I i", � , ,; �,, , � , IT , ,q � 1� � I I I I I I I 4 , IT I , � lo, I',", 14 flu * I li'll 4 1 I 1 4 1 ,j �, , I I I :,� , 0 o' ,,, ,� , I I 0, ,,Ii. I i Ii. , r) I I � ) , ; , ii to � , 11 11 I , I I .1 !., JA. 1, st' il ll I ,'�`. I I, I, I I to I . I I 11oll i I 14 to , , . �. , I "I I ", II� 'I, 'I',, ##,' 4: � if, ! I" �t A I I I I I , - , " i I "fil It o: I � 6 f oilt, "'t, #,t.� --, I, I , If I If ''! I I :,. , ` i T oodt , : " I Ill I, I �, I NoI­, i, t 1`111 AN I, �, I � , � , � � � " ,#, 4, , �,i 4 iii'll, 1 I ,� � "I � 1,o),"'! ; � - 0. f.�'* I , I , I I I C I I I . , 11 I I I 1 14 ", .". I : _ .r , 1. � ; " " I � I, � i,j : ll, 0 1 I; I I 1,!:� 'll , I., , , , lit'' I 4 lo, - % � ,I � I I I, I I J,* , , ,,�, - I,o,: I ,,I I '' 11 4, I It', , , , I I . I,, 4 1, . , I if I, I r-t'I"�* I . I I "I , � �; .1 All, I . I ; I to. % ,, .'' I I I 1 1,4 � I, I To, I If. � )f I, I I A I 1,111 I .1 ." I' � I. I I ,� i� : - 114 11 11 I'll "I t. I, I k., .�(,I , 4'' Ili% .�, � I � I I I I I I i I . I , I I , f, .. 0 1 1 ) I ,, lo� �01 III I I l 'I', I 11 I � 4 , , IT * ,4­1­ ''. , . I l . I It (I. �.I, ii 0 1 � I I I fj, " I, I ), ,,, o � I! li"".! -;,,.,oI,, . . 'I. I I ,� #', � I so : Ill, 'i I 1. I 1 4) "I 11 1. � '' " 4 ­ : - , , � , � , *.,. I ., I, t : I � , 11 t� I 1 to': �; I .1 I., .1 I, I I It ,�, . � '' I ,j 4t, I I �ifi. I, to �'. 11 I, I I I I . -I . sf4f, I afi'lf .l. , I ,I � l it � A "'� I .f;' 4, il Ji`)lj I III I r�, i . - A . . A I '', , I % I l , " "', r, � , , I I I I , I . , , , I I .9'' .,,� 14 11 � . . .� ". . I , �* '. . . ., ,!",*";,,;1 , WII " 11 *0 I �� � I , I "'i ,,,, . ... '. - ,I .1f I I I I , - � . :_ it ArJ46 *' , I 'dr . oil , I, �T , I "! . , t rp I " J:,f I I I , I I, oms 0 . ll � I I , ti:', � I , I i 17" '."'j '' : " *1 '', I � It C , ,,I,,$ - I ", ol H hi, r 4, � I " j 1) ,,, I, S , , li 1­ A : . f . ': , I I 11 , I ilf, It: , I I I � : 0 I 'ban 1* , ,, I � � I 0 , I, I, �11, , Ili" � I " *,, - ,i of � I , . I , , tiI, " I, .. I I � - ")"4, , , I - I � " I � , te it : I �,Iof, I. � ,�I'4f�'; I �, . ol, qI* I I , l I, I I ., - I� I �N, it , .;� , .4), vi. iti 4 Ill I I, ., I, V,I -�I*I?ll- I, , I .,I I � � I , I 0 I I t � � I I 11 . . I I � I, I I I . , I it"'I". . ` I , I . 1 I , . I I I : I � I I I l , I - - ", I. , - I I , I 'ol Jois ,',It It .�I,,, � � I . I . I � I I i Is I I If. Ili., ,.I �, ; iI, , jill . � I I 1, I I � I Jo � I � I � I I I � 1, le, oti , I if . , " : Ili- i, �:'­' , I �, I 1. I � 4'4 , '� . : tq�'j I, I '� 1k, -Is, I I �. I I �, I I . If ii , � , . I I R: , . , . I , I A , , " I . _ , I � . ?" 0 ,,,, j; ��4' . I :, l , 4 � . I . l , , `,, � . _ s )� oo I, � . � � � I o, ,,I I I ." I , " 1. , 4 t , ", � i ) Iii Ilt."!Ill'1�11-� l,, . " `oq; � � I I , I i . I 0 � I_, . ,I I � . .i � I � I , � I � I I I I I PI I, . , I t; ; I i "I it 4 , I to, kof J, � , I, 4!%. I I. 1 4 I if f,�f I� , I . I I I I , � , : I ,I , ; " 0 , I e , I , , 'I I ,I . � . .� I I I I I I I I. I 1. I I I � I I o1I,( , � I " , I. , , , " " I , � , 'o " , , I , . � , :.?, , . I t � I 4, I ., 4 4 , . I , , . I � I I I l . I � I I , �`i , i - , I . . 'l . I I I It I I I , . ��,, ,,�l � I) . ( !I ,4. . I I of !, of . � - " II , " . . 1, � I I I ,�j A I Iii Ill I I , r . I . I 1� I � I I- � . I . I . - -_ '_ -.-- I I '. I to , , I 1. ,; . 'I . � I . fo� I � . I ­_I_�* -,I,,--- I - ­ -1 ­11 *60 it" - -1 �- , I im,i At W I I I top �­ �;�11 � "! � I I. " , � , I A I I . J, " I 11 I I . o, I I ,I- ,� � I" �:,! 4ii . to i o of , " * , . , . " , I I ,� 11, !� it ;. .!� I ! I I I � I I if '%I I, !, I . I I , , , ,I, , . I I I I I � � I . to �,A.� I ,f., , 'I , Nl ., I , * � I I I I � , ,� i , t , I � I I . I , I l .t of I A ') . I, ; " �, :", , I I 4 ; �.. �. � A I I, . . A, I I If", I silo 1, I fil, " I ', fil , I :I, I I I I I I . , I I I 0 . . I I I I . . I I � , I , , i, , I I � f , I` .1 t I � , is I . . . . I . : I, . I I I . , , ­ t � , , I �', I , � � , I I I I I i,,� , I , ,'­, 4 1, It ,.W�i ,,. 11 :1 . I �, I , I ,,, I . � I f, , ,�, -�,.,- 1, - l, ji� 1 lo. 1. � : �� if, - ,,, I , I I �, I I , I III I "I 'I. I: W,4# of. , , , , � r I . Irl 1`1 " I I �. , )t't I � - I I � I ll � . �f.k- it-"I"'I, *,of ."-siI. , . 4 f � " I . I I � . .,� 1. I'. I � I I I I I l I � 4l.f. I "'! �' *I,'�"ol : " �l I , ,,, if I ­ I 11 I 1, : I I ­ I ., � I I , I . � � � .:, I , I '' � . , I , , It, I I I . . "I I, I � . I I �. ,I ". , I ,)l ,j�:,;% ki"',. I I , I 1*, 4 of (I: ,:, " 1.l . � - , " '. � I . I" I . I I I I *1 il�`Illi �oll`fvll. � � ol I I I . , I I I,) � to t . Ii4l . It , � � I � I . 1'' �. I l I 'to, I�' '11kj ""A 4 I' ill - I 11 I :, , " , I :1, : IT I I I . 1 41,111 1 , 11L ", -4 . ji ',J� - ,,I! I , I, y , . . I I I , I I .1 ­ � 11 I I i" - I. 11 I '' I I. I , � . I_ 11 I � I � ith;lfl ,, , tool ,�,�,. ;'. .I -, . tI, , I I ,f , . . � I � to .1 I I , , 4, , , I 0 , I 1. I, " I I ! :6, If 'it ,,, 1� I, I. �, � : Ii I; , � I I � * j ''i, I I I 1. � � �� I I . I , I I It , I I � -`1 i ". I � . . ol I I � I I : I to � � I � � I � ;l i * I, I , . � I, . I ­ I ,,I . I I � , "", ", ; .i '' .� , I , I � !�Cl I, Ili , I ­;l , , I I ��*i,, ; : " I � t .,ro- '' Ili � � '! � I . I . 11 I I I " I 4 I, , . , .0 'I., I I -it , . , I Too I I I I I I I I I , 4 Ill I I ,Nr�,,;�,,,�,�", 1" #. I .1 " . , I l � . I I I, . , I. I � I . I I I I I 11 . '. 1. . I I � I I � fif , , i� q � 1# I. I , . , I . � . ,%, i'll, , "'i ,� ­ii,,01:10 -A,,- I,— � - . I, � I 0 1, "', , I . I : I if I 4 I 0 1 I I I I � " � I I 1, I I I I � 't � i I I , , � I I . `�11_11;tl 1, 4" I "ol � .'' 11 I � I I I ). I I. . .� � I . I � ,I !, � � I it � , I � I I I fil r ,,- �. � 74 .... .. lilik", Lit, It I � I ­ I , I . 'A I 11 I . I 4. I li I , I I I . � I , , I I I I I , - IIIII'll IV,, , 11 " � I I , I I , , I I � I � I I � I � �: v !, I .is, I '' . I , . . 4 � ., " � �o. ls . " � is I " 4, . � 0 16 ., ­� 'I . � , I ,4 IT I I ) '� .. I 1, , , � � 11 Ill 1�1-1 I 110I , " "',-, .1, ,.I, I '. I I � " I I Ii t I. l , I I f . .. I I : I t� , : I I, so I I . I . ,I, � �,Q:,��)­ 4 1, �v - ,I, I 1* . I I 4 '* � * I I I.4 4'� I I " C I't �el - III'% I '', I . I � . 1 , , . I � ' 's, ,O 4 ;. "I � , I I � � I : I � I , : 4 �sl, I I � I . 'Il ollI'.111 11 , , I; A lio., I � .%,I I � *1 I I I . . . , I l I d" " A 4 I ,ji �, A, ,,, I, t.., I, If I . � � I ', %� . , - I. V 11 I, I , " , I , " .0, , . : I. I . 1. �� if I ; � "I � � � I . I I � � . . I , , I I I I i ., j: , I . jl t, 0 I i � .. , . , I I W; I � I 41 .1 I , 'i ) I,,. ,I - , �l I It Is j I , I I . I I I , 1. ,. I I I I I I I � I I . I I , 1, , � , �., � f , , , � � . I � . . I . I ) A", I . T * If ,!,� j 4 (e 'j, ,f " , I . . . , . .: I � , I � I I I � I, 11�� : i . . , I. . I *, , �, I I � I 1, I I , � I , ". , I ,14; I � I .1 I #� ., I I ,' I 1, I � I I `� I li it' � 0 , :1 t7l " to I I I I 1. I . 'I, I I I � � � � � I I I Alov;f", :I. , . Ii l , is I , . . 4 , . . I 4 ­ . � I I I I , `;!, I -Iii:1" ,I � . . I, 'll I � "i l't" � III ol i _ � ... l , " , I. I t I ;, '' �4 � I � # I . 1 ,4 , " I I ,�, It'' "I I A. , I , I I . I I 1) I �"0 � I . � � I. I o . , il- 11 :l Ili I i� �V, ll,.',;,�'s �0,1 I I t 44 . I , - I � - I I I I � I I 1 4 I I I I � I ,.� � � � I ,. J. ,.,I ., I V., i I 4' 1 161� t. 4 , , , .. i, ", I I , � I , so I ,,I Is I ; I . . � � I I . V ) � ,;), , _ , , I .1 . 0 , , too . A I I . � t # I " ` I , " 1, I I "I., , I , , I I I I 11 � I I I 1 14 '' I !, i"'. - 41, . -,il ,,, ., j tj� I 1, I , I : I , , � � ­ � I I � , � I I . I � I I I . ; I I � I I f 11 I; I 'I Ii i". "i ,A j -I .'j; ", j, 11, .�, I ) � I , t . " I' , I " � , � � , � I , I ., I I � � . I I � I I. I . I , I � I k I . i�fll I I "I � , I , I " #4 \ ,, I � I 4 I I � � � / 11 � �'l " �� 4 ��oi 'I, 6�j "'-,,`�;,�II`) to . N . I 11 " . I � , I I I \ � Is , I I . ' 0 t ' Itilito I I " � �i ., I,.' : I . I I � I � of, � . A I I I I ''I . . I . If � , I f , I 1, � . fil I "; , � , I ­ , I " I I, I . I , I . I I " I si sms'. I o. I ,,� 2 I 4 I � � I 1.15 k , ,­ htl,, If III I I.* . ! I I 1 4 I I I I � ? I I I : , .�, I I I . , -1 I I I � I * Is , 11 �, , � ,9 1 I I I I t l � I I A'I ". ." , , I I I I � � I I / , I y1li I *1' I. 'l `1 , ; is � � I I : , I � I . ,�� � I I � , � I ,, , . I I , Ill, ,f ''" , I I i I I I . 1. , , so, I . I , I A i , I . I I 11 ill I t .1l, . I I . � I I � �, eljl,'�y � I I to I � I , , N - : I, ,,,� I I I . I I .j loll f . I i I I I I I I " " I jr I .1 '! I � : 1� I . I I I I I I I I I �1�1, I 1141� A I l' A, I I I � .?� _' � ; I , , .oTI - ", � . � I % , I � . . I I I �� � , � . , ?. �, I .� I I l I " . I 0 I I I . I I ) � . I I . I III, , If I, I . f I I, V1 i ii I ,�!%,I, I �, I �, I � , � I ­ � I I . . I I I 10 . 1 4 1 � " � ') " �,� j � I . l 'Illi I it , I ,, � I � I l It I I I 1�1!) I . 4 , f 4 I I I I I . I I / � '': - I I � > ,'� lot � " -fl , I r , , I � I . I . � I I l � I , , 4 . I 11 I "Iiiiiii 1111IIIIi . � I � I I . " t � ". I . I ______,_ __________-__ _ ­ ­­_­ A �-,,-,,,-,I,-,,--,,,-,--,,,��,----�--- __ __ _ " - 1� I I 11 11 — ­­ I , " 4 -1 "I' I I , I "Iti I, 'Jill, �,.% "', I I , ,it %,. , , 1'._1 " 040 I ,:'l�o!,fl?�1i,,j,f,,f . �i'l)­,".", .t. I , I I I I I I I I lliliiiiiiioiilllll IN lillil � IMIN i m OW 1I I is 11 , , i I I I )I . 'ki ,il , �i I ­ '. I . � I � I I I � 4, I �,'. -s ,,, , It I lt� Ill . I � . . I I I ........04% lro*wwl I I I " 1, , I I 11 # � I I ,� ,I � I . ­ I I I I 11 .. i", t.* lto , IV- li �' 'I'P " � 144'. . � l . 1� - I I ftti � #`IA 1, �,;, �,� I If, I, � 1. i . . I I I I . � � -_ , I ", � I � I I I , �,, j *,' 01i"', It ,� . . I . 'k to I �,� i " If t", , �,%. , I'll;, !ii I '' . e 4 1 1 t I ; 1�,,, ,,ct : � � I ­ 4, , 4i,�t� ol "'' I -If ,,,,� � � � I, I I I I �,,l 1, �, 1. I I " ­0­1,# 1,;0" , , , I� I 11 , ,.111�, 1, o", I, 0 1 � I I, I I il , ill 1�,`I�,,, ��,;,!i , " �, � I I I I " I'll I '1V � I I I .�:o I I I , I ''t I! Jill - 1� � � ,o,,$I"`I,I5$ff'i1�,,,�tqI., '' 11 . 1�1 11. 11 I I I 6 � I I , , 1: �,j � * I l"', I jr,� � I t"',o I " I i �,,�i,' I k� ,," I � � I '. � I I 11, , I I I I I I � ,.,rk,�. 1­­ �ll ..'! ,I4., "I I I I ''. I � I I I . , iii 1, " , � '11�'!110( I'l I I, . ! I . 1: .. I . I 1, I , ,$ I " ,ii I Ili lljl� IT I .1-1, I ., � I I I I � l-, I I) . t , , h W, ,,, , I I I I t I I I � % i "11� I I 'Itkil I I. , , . 4�.q 14,1 , I .1 1'.1, .. I I , I I I 1 4 . ­ � � " � � � ;!I, ;" ­ � I I I �l t�44�t 414, �1, � � I I � I' '' I 0 ,.I, ,,Ifil . � I— . . I I V� I ,I. , I I I I I I I � tillof 1, jl­ 'O., ,,",,I:* I i . I I 1i 1 ;'i ­ I . , 0 1 1� I I, I , � " 4f " ,4 �l.. I " I I 1 $1 11 I I I . I I I I I I I, A ­ I., I , I , , , if I , - �' � ��: I' :'( '. i_ti �_ j I I' i ,I:0I I � ,,,I I I If , I I I I I � , I if ,� _1 �i i;,.,. I ill J." 1II I I., , 4 1 ­ I ,,, I, 1 I 1 I � 0 . . I �, III , t'� W, 0 .1fl;of2I i'O"i, , � � I � os"'� � , , I I 11r, " t,,1,,, . I I , I I � 10, . I I � ; � � I � . " � , 1� I � ill', h, " 4'.t.", , � I , it I I io Ill I , I, " . I I I � I 4_1, , I � . 4 tV',�!11�f� lifis,o�"_4 I �t oll � , :; I, #1 I ,� . . #.* l .,. . Ill k I , �, 1, , ItiI � 1, � � I, , � V, Ill ,,,I') ill! 1, .0 , 4 1 " I 1, I : I . , I I I I, �ff$ 11 � I I I � 1 , , I , , " 11 11 . I I I � 4 , ;­ I I , *1 I A "I '� � IV , , vt . 0 , - � 4 4, ) I I , , I I I , I , , I I I 4 � I 4 ",% I � " ." , '' , , 'I"', , I � .1 . � I A 1, . I . ,I, o, " . ol I I I I �I � I � . I I I � " � I "ll ii'll, , , % , I I ", I 1 A I, � '4 l s o I ,( : I 'f J, , , , y, " fr l . lill � � I I , I , . I it I I � ;. i 11 . t, I � � I I I , � * � , , I ,� , �, ,:� . , I � I I , I tk 1: 141" 11"i f-ll � 4 1 , I t j ) , I . � � I � �l I "Wk " � Is N It' , I !fl, , I , , I " "! ii .f � It, "! , � , %, , I I I ,I 4' � '� - I � I I 11 l ", I 1. I I I '�, "'i, I, 1� j') , . I I V A ,o, It ?f 01 - I I 0 , ,,, 0 1 � � 1, � � I ,I , V . Oij ,I, lo� I 4 It I - �oosl 'llt .1 � l".. Il �, . . " - I . ,I� . I � � , 4 . � � I ,I I � I I �l: j I I i ,I �'­IVI I � ., 'I - ,W I , , 10, 0 ., , . I A, I , , ; , I. I � � � � � I 1. I , , . " "; � I �l.,,� �. � , , , , 1, I ,t'A,IlfI I I I. , '/ ,,--,i : ! ,,� , , " , 'hA t I , � to A % � 0 N � I � t 4 IP� . t, 14 1 1 I I I I * : I 1 0 , , I T. � I ­� 'otI , I I . I , I � A . , , I I I . I I I I I � , . 4,� I' I- , . , o , : o", , .k� , 'i i, .; , � I ".. , � , I . I . 11A, _ l �Iil . I � . CIAN'f'! ;,*� 1-i � 0 4 i � , I I I o", I � _ : . . V Iool�fl "' � I If, I I . I I I 4 1 1 1 1 1 . 1, I ;! t I ,J, � Is, I cl� `.;, 11 *1 � � . � 4 , i �;� " �,� I, � q, � I ; 'j , I I— '� ,'�I, , I , �,,; I klo ,d.s,f,ss­f,f,*�oml . , I , 11 . ­1 � I I I I, 7 I I I .. ; � y,t; . I ,,, " ":y , __ � I I �ssillk,foofI.o I - , I I , 00, I I � 1 � Ile I— � 1. I I I- I., 4)I., "',,it". . , 11, fit , �#* " *01, 11 I - f I . t, t " , I I I "didi ,il � � , "It'-'W" . ** I I I 1 .61, � I .,,- I ." I , 11 ,1 � ­ / /Ito: I *� I - 4 4 il�. I I , I '' � , I; i W , �jf �It I 'I 4 � 'J"t, ,,q �', , 'I , , ,,, �: I " I ,� , , I " 't , I � I, I. P k, .. , fl!, I 'A '�, +1N i * I , I I "ill ­; of 'I, i.4 I , " I I , - � " , I ,�,II,v I'l,ji , � "'41 I I, I's � l I it 11 , " ,, , ,"I I 40 �%,�,i If), , 'Ill (" ^, 1�, '' ,I� ol I ", I , , , " ,v�4. 4 1)" III I V ", if . . .... ,,, I, , , 4 , I , , I I I .1,,, I '. , � , J�fj. , � � �jf I t , 4,10) ,I , I 11, I I , , I . I A� I " 4 , tj I ff I . . � I W I I . � 11 I I I , , I I I f, � I � :� 1, 14, 1 ,., 1, , I4 11 , 4 I "I �l " "I'l-I "i''I ",;i I ol � � , I i"I'l I , , ,:liI 4 t i'li, I I 1, - I I I - � I "olis r , I. ) 1114 � , "q, "'T"T'l it 'to I ,,, � , i V " I, , � ,I, 1 J'�4 1 , , . �� �; oi� � � I " � I 'I k1h it I ,� � , 40k � : f, , I � i I i, ­f o, ),.I, i o'., � -� ', � i, "t, I, i " � , I "ti,ol , I4 , k , , ti tx �6 11 h, ,iolq�i , I �,) 'I I I` I, , ow,7 3�, I 4 � ,�, �, 4 001� I� i ,I, A I i 1 4 , ,� � W, 4 1 ,# , �11 I kV , Ill Iii,il I " , , ��J �, 0, W.- , I I n Vlr� I P 13�"!�� ti 0 I � , I ��,! '! "O I � , , . ,�,, I " �- ,,,;, , '' " `�, I :,;ii 1, .7, It- 11, i , I , �II , " , I , , lo'' , 1, 'A � I I " ::1 I , t, 1 4 1 ist " " ) I it I I I � j ,� 1, ­ 4 r� I, f �,, ol k � m ; I , n I 11, ,I tf�llf, " �,:,I" 1. * , t,41 I 'A� ,I 10 , " 4 f lz�.4 :� - ­4, 1 _ " � 11i 1 "N-4; ,�* ff I *4 ;, i I) ") :, , , ;, I'll �' I i X.; I'll"(01 4. ,, - , ., lI4 l, �ol k '11, , � I I* i i I" , f I "Isy I I 11 , IT I , I � ' , I �Isll I�R I , If,:. . I , I I � , I., ! ; I Z", I ��­ � ��r "O t, , I 4 ,,, ' " I 1�!", I. 4"A �: I ?�;,� I � i , Yl � 4 1 , , I (".1i", js�,o 1-1 ,I I I,,,. � �;�sff - I : I� ,,,':' �,I � �! 0.'� ", I I - t7� I f" .�t�oil,� t , , 4 _ I . f�1?q`1"'o:t!f`1 - , �, r � 1i V, t�l ,,, i� �4, " Ill I' i�,'.. i, I �,�', *7 11 , . � if , 1, , "' , I I If, ,I, , ,I , , " - 1, olk I - I I ,�, ,I J, 'R A I . ,71 � I I: IT I , ": . ) �, ,I , � I I, , ,, i �, � I ,� I I I 'i, IV I I ,4� , 1, 1 4, 1� 'j, I , , A) f . � : 4 I I ,� I I I 1, , I, I I I o � I � 'I"'i : . I I I I , I e j, , I ", �, i, �� ,� �!!.. * I 11 I ,�. " . � it - - I I I .'� !'' , , � 'I, I" #I � t , , lj�j , 4� ,`11 In I '' ,� 1:ii �t I " I'vP41 , i I I#*$ !%'fl I - f "i ." A, , � � I I � , I , I i - "ll �. ; , - " r 5 ip , If - , 'h I I I ,I �z "; . I k ,� , V ,, -, I It " ll , , '6'� I I I � , � I I :��,# " . st I � () I I , I ,,, I , 'I 1�1 4, � . liss I , ttl�%,oi,­!, , . I I , J� I I f " so ;0 . , Lot 11 , " I � 11 'i � ), I, 1 4 1 1 I I 1,I l . I I :1, I ­ .." '� , , ii 'i--'i'i��,x`�,,�,�-,it .!liI, i'l * 'j, I "; I ( # , I I :;� , " , I to. I I I , I ,, , I ,I , , I I I I it I 1) , 'I 1, ,ill -� it .. , , , I , I I " . su � ,�is � I. , , I , I I I . , . to 0 . I I I � i i 6 Ij � i I i I I � ; ­_,__,____,"_----- ___&__t___,l I bliti I loll ,I Will. i � � I —_ 9 om$4mommwo i I � __l_,___I_.__,___ __ I __­__ 1­­ -­--1oi...J1f.6iL­A__I,ot - ­­­­_ ­16­ --,.,.""," ill ___ �-�41"�-,.�l,,I��,�"1,6.-k.At,gA&P,A.LI "I 1--I­-­—jml,#j_. I I ill I j I'll I Il'i ­ _._1__­"­____.,___�­­ , __,o.ssl .. I , - I -.11 I - � 4,00. 14 * I I Ill I I' , I* I P , � I. 0, , I � ­­ �______ Ill ... _­k­ _________ M1,01 I ­ ­­— _1L ­,000 JL----4A-- - ­ ��_ -,-- � ­­111 ��&-'�Al","Aliu,�,0^ *AV^"" I loll, Ad No I I 'I'loglimillid.l.- -_1_1­­_____ - ._____­ I _1_1 ­ __­_______­, ­­_ I ­­ ­�­A.l hit lid A I , a , , I I ___­__._,__,_�­­I.A­ �,Idoo,­Ii­ _1.__,.ok__­._­__ ---.-- ­ -, `l`l"IIIIII-111111111111111111mill 4411hokwok" I , I'll, I'M Mll" ommism.— III._ .-4wA*A'- 6 fil - - ­ � .- -M I ''I llliw*Awl I I I ,I 11 0 . I I 0 � I. I .1 IT , If Is I ,� I I I I I � I - i ""a *W idillill M 1110AWAII � 0 .k­­­1._"A­ ------. di :43111"141,01 , � - IIII I Ill , - . . 11 I ol, I I I .% A O., 4 I � '. � � . 4 , III, : I I I , � � I I I I � It � I I 4-iii . 4 1 1 . I I '. " , . I I I ''I k , f , I* so. I , , , 1 1 � I I I I : I fj',� 14 , , � ", to , i I, I.-. � , I III, I I I I I I k" . I I I 1' I i . I I I . 10 I I ., lit . I'. .1, 1, I : . � I i I � 1*1 �, I I � 1� 0 1 � I I l I I 1 ll� 4 1 1 1 1 ­ - ­ "I'll, - I— ___ Ar*q"0*.*f, � � ­ ­ ­11-11 __­_ I I � 11 limmill 'il,iiiii, I "I, � . ,' ' ,A� . 11 � I * . . I% ­_­ ------.------- - _­_­ '7 7, .7. " ", I I to " is '41-k4 ') I 11 . I I 11 ll, I I Ill I'll ___._ -_ _ 1.1, ill 11 1i Ill I Ill I 11 11 I Ill 11 I, I It I - ­­ _­ - -Iklmlll,lf,lllfllllpL'i'll" , it M I mommummummmmomm��� �.,'�, I I " ; % I 111111111111IM1111 11 lii'llimpowami o,iiiii'llili Mimmil I - -1 I'll""'i MIMI 111I Ill MIMI towls"66611101MI Ill 1%11''1111 11 I IIIII 1 1111,111111, Ill I I 11111 I Ill Ill .1111 Ill I I ilill IN 11 I % i 0 i I I I I I 1 1 1 1 1 Iommempoommomw� ft I'm I I ,I I iml 11 , I I -1 Ili III I �-6----------- ", *"400-,, 1 ll,,Illill W It '� Ammmommmommid, - " f 1-1 1 I �: ri i !I i . I 0% ! !,� ok I t , .1 I - � I memoI , ii �w.� I 11 , " I N I � -, pwamom I I . 5F I # .I. 1; - ­_ iddidill rtm V, I swool"m __ ___,_.L__I­ Iff'o., 1,jt", � � I 1 4 -A T C', IM A it # � ­ 11 !, .1 ! I � . /0"'i"i 7 �( i � lia disdo. I If 'i ! ItI, � *I � .1 I � , I IV rk E "I" A R I tw ION / OAT e I I, I to L; ;1%0 F- 0 V I � � i00" I . � I . ­%_­­1_.__.__.____ I I � � --- , , ?, �'. 1, � ,l . , I ) 14 I , r-,% I I � - I; of I I 11 I I I I 1. I� I � � 1, f ill I, I, If,' I I I � I If. I � , 0 1 i I 6 " Of I . I I I If i, I 1. '' I, " I W 1, I " h, A"' "'I'll" f di aclip I I . " % V I I i ^9510. 6 I V Ilm Twp *-;, i N,o I Rg e 4 t 4o I Wo mo P t& on Of N*Eo 1/4 c* '^ 2 01 I 11 , I 11011#''� I I I %% __ I—— I ____ __­ -_­­­-1I­lI:dl hibi I lill I A 0 111 I I 1111 � t � I % � � i I o 1 1:7 , RI to I I , I I I ; 14 . . , . I jf� 1*4114 � � I . I # 0 � I I � ", , I: j Ao� I ".. ii � I . . 0 . . � i.4 I I 0, , 14 '. � � � 19 � , ,*,;, I . It I � I I ­ � i � I . � .did".."djodidd,fil , ,­ I IT 10 � I I I ��� P 1 41, � III "Ift I � If I . � I . ,,l I I I iI . I I � - : , '. � i I � I I I I 4 if _ i (1) tn I I � I I I, i � , . I � � "' � I _12� - �,�� * , I - , , I � __ -, ­ - ,� fM - I- __­ � ", ". I I I � � I ff , I � � ___ __ -sloo X01b --__] -$-it 1 � 1, is I I I � . I' I It I , I . I ., I- _ . -­ %", __ W I . I .. ,I� I I * , " , � I . . � I 4 , � ; I I I i I, I ,4 4 ,41.1 - " � , I I , I I r ­ 1%­%­__­­:­A1i1 � � * ___ -, ___­ ­ - � Al ­ , 'i I I , , If, I I I I I I . I . � 1, . , 11 P4 � � I � I . I I W � I I ... . I . I �. � I j � I Vj vi > ; I I I . I I I i � ,� 11 I �, I � � I. I )`_ , i , ­ - � I- I I 11 � � ' � I ii "I - ­ , : L.A ... _L 6 I I i � I it n - �s. - ­ -11 I , 1 1I I ­ - � is ; I . . � Ill ��: s `1 sold 3 R - I I . � I . . , ,. I I, : I i I I , ; I It if, " ; I � I -1 & ­­ -, i L­ - _-RAJ () - S ,% - I I a I i , I I I � ,% . I 11 ,; � ". . 11 I l i . . I, � � I I I I I I I 11 0. x x T ,,, I midd, A 1, 11�,Mjjjll mw 'I. I I I � I � 6d*tm" I l I I �. . Is � � � :r 2: . 1`__ , I I 1, "; ! ! , , I � I I is 1, I � L. 0 I.. � � I of a I I ) I, i tf I % *A I I I I �� � , �4 ,� I I , I ...... to 6 40 I - �� - % � ­ ­ --- %- wi, �lll fit I iiii mob***^ 4 w ; , � ,I , I '. of � � ll j, I .1 s ., I 336TH I It I, � I I I J_ , '11i I,.:, ! � Astill" . � I At � ".. .. 4 11 I ii � . 4 . I I . 11, t, if 'i 19% 9;;A o .. I ;,' 0. % � � Of., IF In i . . I I � I IV; . 1111111111 . . I I tam 1 _!*0 Ojk L 14 % .. ,� , , i , mftbl`T10N& ,1001111i 111IIII111111111 Ill I psill, I . E DES%#" -1 .� of __ I I ,i,a'. . I I � - KITTS COR N � 1:1 i I � � It . I �i IT E .&A I I I . 1. i i11 I I I I 0 , It I i � I I 1, . 1 3 I ", 4 1 1 1 . � .., i � . 9, 34 OT H S it. ! 6 , . l I 0 j ­ - __ ­­ . I > I ; � � � -_ . . I .3 I . I I . I I I Is. wv;rt ti ) I I I. A i 1* _4 ., ����� —.W of I , 4 I loll , I, ''. I � T�h,ot 1portion 0 1` ,;he Glouth I /`2 10-f fill t 1 otil 1 0 4 I 1, I'. , - 'll I - � . � I . I I � � 44 . �� OVA � � I ti. I. � � I ' 0 p � � . I , i � . I j � - ,4 I I , , � i /2 of the Southiiiast 1 /4 of the Nor.-hoast A /4 of Sect"on e I - Pv% I I is ", i I I � %O � . I , I '. 116! ". , � " , I Ior a I � I, I : � � 11 0 , I'll. l�illiiiil!!!Illlllll .... I I I ,,1f, � I I . i i "A rti-on of i � , 0! ... Ill i 111111 ill . . . . . . 414 l ._11;ili I., � � Township 21 North , Ran&a 4 East I W I if P . I I � � � 6 � . : 401fill � I- 0-1 - I 1"......4 I I J I . 1. 4 I of I % I --- I Il .,*, I � 1000"i I , � , I I , . I. � j ; . I � � 2 of "Isioll North 1 /2 of the 1 I%, . - . I I , '', *1 � the ; 0 1 1 1 � is I I 0 ".. tk I II o.i " I " � �, 11 I he Northwest 1/4 tiff t3 � � roll � ;fI, .1, �_ If _ i . 10, I .. I i I I j I. I I I '''' , #4 1 21 North,, Aanze 4 East, t � SEPH 18 /i �il 1 5" " l 1* * t Go, flild . �, 10 : � I, I I j$,. 1,44 MOSP r .... I . I I � I - OlTdil ol � - I I % �� %% , ..... I I . . ", I 0 I , 0 Situate in the Ct3unt . I " . % I- I 0 - . ! I � " I I , 1, .1 � ; : I 4 # IT . I I : ... I 4 a; 'r. $4 . '' fi l. I .* . . ..... r... ­4 1 �i . ...4...l.sol . 0, "ol � I I I I Ill ' . 04M *�* � A I � I Als I ` IT � I , . 0 I � I � I ; I I '.... ..-f-fo.k.ol +*. .. ... � %..00 0 � I 0 1 I I I I I I f � ...f.....r..... ­ I I ,�, I � � � � � i I ! I # . T, l I I 4 � I j , I 11 I I ; ! 0 1 do 4 I " I I I 0ol. - I , .....6%.... ;.. "I's,"..'.. .. loll . �� I 44"t., � , . � I ........ - Iiii..... ._ I .... I . .1 .11 , # f . . � " : , , I , I � � P , � I . I I 4 # I 6��"% I I 1, . 1 `4 , � I � I, I , I � LA I I I I W #6 . , � #'I df Ili I � I ,a 4, .. 1 40 , " ol I BROOK ., 6i is % I , KE I I i I 1111 top I �i 0 1 i , ,,t ­ " . , I iI I I I'll I I ) I I 10 I � oo� . I � S. .to . ­ � � ­ , I 11 �. I I I � � 11 I 1 14, 11 i k, I,.. %'I, � T I . I � I I. -4 If— .1 I , I ,`.� " � Ii I ''I � 1 161 - 00 I . .'' It 'i. .I , '', Z C4 1 1 I if � . I II I I, , , ''I I � , S. 338T H It. I I � I i I I I , 000 1. .� I � , � " I I I I � � I , I � !;^,. 360 T -.1 _ S T. I I is 11 .1 _ - - __ - _ I I 'i -, . . I ; . I 6 . , � . � 1­ - - -L.—_ _____L_A - I I � of I I I A- . _.A_ __ is I ­ . Ill I mmowwiml''lllll Will millill, I � ---�k _­ ­­ m1ll li'liligim 'I 1 i,ilimilliol- III 'I ,Illill, I W - .11, � I I If I �, ­_1 A If. f I , I 11, . ,� " � I � 1, i I., I � I � � / ,ii ­ '' of I � I � A I I , � I IT I I . . . . ", 1, i . .5e.l di,3�1)cesl Zp ,.t'(:)I- /' encrop filif I ., I 11 I I 1�. 1. l i � C-9 'Momi,ifill did, A il ! I �1. . , �[ 11"Foll, & I I e I I ll . I . , , ! I , , , I 11 I I . 1i 1, Is Iollsa I I . � 9 I 4 i� � ,� Is , , '' : '! .t. If 4, .4 . _, I: , VICIN i Y rCizA14 I . 'A I I'I#11 - �,`t,;. �'I, mImmww � I 'I.I I .I, 0 1 � . � � ''I '' ij..11 ': 1 Jt4l') I,, _� i I I � 0 I 1 4;� I I A`� '� I I I To, Scale I ,. U) I , ') ":l*,. t­A Not , . 0 , I, �. I % thos, "I " " , I � I 4 J:'. - , O.."I,.; I I I .1 I 11), . ,., � . � I I . .. I 1. �� I .# ..lo io.o floo, !10 1" � Is. �1, # , I �:. �# , I$ � . . I � I I I's I im..T. � , � I I *.`..�,, - � I, I I .) 11 * '"' I � . I , I " 4 � iri'll. ,;� , I Il I I � I I Off, 1 III.1i .A O'lift � I , (A I I . . � ", !,.V, , I Ii lio, "l, i . I � I 1, � ?I : I , I � � i I � # . � I 01 I ifil I ,� 1 4I'*' % ; � I I I I l I I � I � V*# I I I "� �1' - , '' l 2 I. � q,: 41 .'� 6 I � , I I � A#% fill 4, 1 ;. I it 0, )is I I � ;,- I , .' , I � . .. I I I 0. T, ;! 11:11 , 4 l . . . I , I W I I 4 I i i . , I I . I I 4ka i 11 � �i. I , I � � 4 0~ i li,imilia : �. i, i ) I, % - I _ . I I I I 1" .. it I � . , ,,, , I � ( I It:, ! � , � I t.11� , o "! 1, � . . 't.111 I I* . :X� I 10' I I 11 I I .1, i I � I " I - , t 1 14� . I - AT 4-­ , � � I ! : I I I o�� I j , I If I I i I - . I � : 11 A I I , . I I I 0 I z I I 'i I I ,lo, I I 11 *",* f. �t, i Is .I I . . d . toopo:. 11 :!.. I, It 7.,. � - � � , ,� �l � I - I . *A* I lot, �� : , I i; I . I ,, � : � � " Ill I I I l , I I I I I I ,ll � I �� of I I I -, I , �� I I I �, � � 4#4.,(n I I I'l l. " I . 44 .1 I ill% I "O , , I * . 1. � I t" �14 , ` ,,I I ­ �.l . i I 0 ! 1 W, ,� 'i I I I � � . . � I 1� '11406", li I T I. I, " !*t, ill , I 11, I , � I I �j !��,� 9 I . . �41 1, :1 , or ,: Is . I � , i `�� , i of , I � � Is - _ I I I l I I I . i , jk I I. 'i ''I's, � I , - , I � � , . I , I . ,I # l C ... I I ��, I I , it --" I �, I 0. ftimil � Z I sil 'o" , of I I " , , A . � & , I, " 1, . ,. I I . Is , .. If, Is . I . I:; . , I , I . :9 I If, - , .. A , I . ; � I � � � . I I I " I I I I 0 A '4 " I ; 1. All I 1), � . � it I 0 , I , � r if .. I I . I � ;# , t,,. 4 Aff. , I ��, . I 0 ; f-W , 1. � � .1, , I 4 , � I I it"t I '. . : � I � . , . 04foliI I lis . . ,, V ,. IA I I of I � A. , I � I %, f . - " ;, itl;, ­4 It I I I � ( , I 0 , � 0, 4. , -,,- I III , � , I, lot ,I I . �I I � I ^ t. ; � . # � I I 14 i6ij I � .�t , 11 I , ", di ol .. ii ;� l I ­ tq� x . Is it I I so, � '. I d � , � , I � I I 4 � I � � , 4­%�_,' ;� I 0 1 1 I . t 't � , � I , 0 I I. � I I I I I � I 11 , If I , I .*1%, , . I I I ; " I ­ I ­ I . � ! Ils I ; 'A ­.. ., I I Is I � 4� ,I I � I � "I . .1, Of. I � I I Il I , l I . I I I I I I I 4" I � � I I I i .. , lil I I I I I . I III I � I � I I , .V'411 110, I ; "' I ; . I I I 11. I . , ': I . ! . I � . I I I i, I I. � I J 3 -�oh / //i ec/ Cons Ir4li i ion 6"ifn lraoee.. . I ,. . . l 3 I, ii I I 1, I I , I '' �' � - . I � I I fl I I . .1 - Ili I � 4 of I'll I I io, , " ;, � � li � � I. . , i I 11 . X I I f�. "I, "I"I. ,,;� � I I � ,I I,,- I I � _" 5 0 O' L orl I,e' / fil Ill k1lde. , 'o 8"i 6?Z147r,rY , � I %I. I 4 I � I il, �� � , 'I,;. � . I � I I I I . *�., �, ol � , I . I / / " Tbl C'/< /V'/�7. � 4 , I � . � � l ­_­_­___ % '. . ___ - � ,�O(:71 ,5 . � ,` WAMM m I I 1 ), I I �, ,I'll ?, I (I, 4 1 I , I � I I 112.51a " e)Vcr E)(1611. &�rllC(�. � , . I // �l I 4,l I :, of I tt ,�, � ,I '' A � I 1i . :, Ii I )t I 11 I l of � . "Ill ii; I ''. I � , ,j , I 1. I '' I, I I �f I :Y , �� . � 11 I , 11 , I lot � . I . 11 I I ­­_% . - ______A � .., I . I . 1 411 1 . ­_ I 0 . ), �, � I i low, _ 1 _0 I 411L I I ifilillim I I i I I i . � I I III � I , ;; 140"i 1 I 44 � I It. . , I I I � -, .--- so " . low , 1 ) I . I koll.0 : Is I i. I *1 1, i of " 11 I I I I l I I I 111m, . , , , , I . I I I 11 I � I to" I ', i", ; , � , I � . I � I I I '. I I ,� 1 #4 ft I "i , ,� I of I o" I , I I . I I .� "I '7_ * 'IV. I .1 1. � I . I � . I 4 A, NW I , 1 '".1 1 i 1 . "I I � � I "*I. , l I I , llfo. , 1 I , I I I � I I i To Z " I I 1 . I I o Lit . . I 'I i , I oo � 11 � I � I I A . . I 04 I I 11 � � .. �� I I I I J, I I I x I Alf , I It I . I . I � '' I? A 4 1 . � I � I ,� ,, l ; I I � . % I . . . 1 14, , �, W J, I � I I � I � I I , � 1, I ..... 1. I I . I. - ", ; I!, , - I I I. I I �11 I� I I ,I* � , I � I 1�11 I , I , � I I . , . . * ,� I i� � I df '. I � " I 11 ,- "t �4, , , "I . � f )11 IV 4I i �� ��, 1� , i'tit, I I , , � . I I oi i4v:..,� oll,", 1.4 0 A." :"4 " I 1z, I -11, I of . N I I . , I � ,� ,I, . I , , , �,, �d ll,ill , ,. ,. "o; � � s 0 Ot : I . . , . I. # . "I , A� I 0 11 I I � , 1. � ! . � '� , / I I �j � I it ol 'W 04t -t r ,I I I I I * 11 , . I .­.."..­� �� , � 4 4 5 ii l-­ I , , flo,"'i X . ;.1 r f I, i I I I �')'. : , � -I �,�­,, , ". I � , s­,,. ", , l--lo. I .1 '. it � I i.*, , "., � , I I �­_ I I of , II I , " j"llill ,V, , A . I ,IV)' ., . . I ­ I It'. I 0"i so , 1% � I I I I I I I "I I I I I I "­ ` , ,,, .. , � I . .� . r4 I I � ,,;� �' I,' ­ � :1'1`1-11,�,� 'Is"; " . I I " A '� '41i 11 . . j i, ", I � I I I , ""I ,f t�,,,� I / I I . ?,I j " 11,11+1 I " " ,iI ,,;� I _4 I I . ) I . i (i � I—. � ­ 11 �,j � ei. � I " .to o')"t, . I I I o" , it I / ,,, t '', .. I . : I � � , , It , '' . �, I isit"Mmid, ­ I 4 I of ,,, i i I ) I I ilit : I . , I - ""' � ., I �' fl , I IS , I � I 11 i I I� I I I � TO � .. � /, I .1 " I'' 'i % i � � . I � . 4 . I � iilo III I, I I I � I -I I, It I � I . i , I ,I � I It! ", / , . A �,;� 1i , � '. It I I I I fit `l r I ; , i � ill # I � I I. 4 ; � ,� j I � I 0 I I 'o� , I 1, 1, ! I ! � � � /,I�1'1 I I . I I 11 , I 'If T I 4 I � , . � I I, Ilds. I I I AL Ab " '. .� I i" 0 Z 'I � 0 1 � 'i IT I I , 1. , ! ., i, ;I 0 ., I i I I , . . 1, I I I I I I " J, . i I * I I , ft, � k m rk t " I I ? If "' I t " . . I I 1, 1, � 11 I � I ­ . ,­ T �q I , " " I I I �!o`l tit,!', ;�! P, � I, i I .0 � I I to i I I 4, I I t�,,l I Ij I '' I , 4" 1 � I I I I IT , I ; 1 %,.4 ,f"T I I I , rill -,mlits, '4 , I 00 I I I I � 1 1 I I I I I I . . I I " I .� tj� I I : I 4 I If �% , I I , , I � , I � I , I , "." I sol � � , , :ool I , i , * � I 'I, Ji , of : 1 I I 1, ,,,.I, 4-y, � .Il 1 I l I I It c j I NO* I I -, 1 I , I I , I I I I 1, I " - I T � . I I, I P, ll !, '41I , I% _�`loll � ;ll I ! I 4 1 . I I I I i I I � I "i 41 I 4 I � . of , f, I / . I . I.' It I— I I I Ill :;,� I " I I I L ;J I ) < 4 I I " I IT., t I I 4 . I � I , I 'I I ;( 1 t, �'. ji - '., I I I I , 1 41 . 1, i,. I � ;, ,1� if � ; 3, " I " " ,� " I . *I* I I ; it it, I � I 't I : " ;, �; l "'ll000":.1. ; $�T* � 4' I % If I 11 I ,, , ',,;..�e il �. I I IT , � I . I I# � � If "i ,;I ,V$, 0, 14"�� I , , �11 ililo .111% I - , f�, , . .1 I l . . i � � I � /0 � I N I I ., I : . I I I I J . 0 , , I I 4\ ­ll'"A'oolill ll I, I, I` I � 0 0 1 ji,?�, I I , "', Is �' It i i, 7 , � il f 01. I 0 41"i I � 4I I I I I I It ill !Tt" , I � I ;f,osl ) I " * l I I I I � ., I & 5 :1�91 Z, It # LIP ,� � � �, I . ,�.'., It � I i j i I , t , ii , 1 106? ol. If + - , .) ` I I , f l" if -k lj,�- �l ­ I I , 1` I . I , � I , I ", ��, �. ell', III,, I , ` 11 a iso 1 4 Is I � I I I � , 0 � i , ( I I , " r ... ,I ­1 0) It' I k I# I,' d" 4 ) I' I) " I , I � I its I I le I . I I � / I I' � I 0 1 lo . , ',l I,- I : di , 0 : Is � I I 0 � , -Ii, , 1"I4 `I;11 , . % I I , � � � I 'IV 11 I % I t i I , Is f I I � '' � . 1, I I ) It . "C", �l J�r . 0 4. i � I I � 4 I , � I g I ( o k, , V�,4 - I � � " . � � � � " � I . I I I ! i If, ) 1, 0 1 I IS14, !% I � I I "!, , , W. t� � ill to, I � Ill, �, 4.1 �# i l I . 1 4 I . j ) I "ol I 0 1 1 � , . I I I , , f , � , . " '', , I 0 I . , I I I 11 1_�41�4�11 ! ,I I � i I I i I I ; % I Ill , I. i I �. 4 � i I " I I I , I I— , ; " i� it I � I � I � i I I : I , I. I , � I l I j ikr, 1: I . I I . to � I f I I : . 1. I I I "I. , I I I I . ti'�Ot � , I '41" oo'�, , #,' ,� . I it �7" 0 I N 40 k I I � I % 1 4pilifFm � I I P, I I t . l ., f of 11", , I I.* Fif '%% . I f0004 , , I , r, lot I . ITT I' - �41' I � t" I I I %.� Illo I,, I " t of " . I I I 4 1. I . I I . I V I I l, � !# ; V,Vt q : k-j I I I , ,, . --o I I , I 't . ­ I I I I I 0 , I I I I �` * I ` f i 11 I , I I � � I I i . I 1 4 il'i I I `­ :4 ,_" ,,, �o 11 I 4, / _ I T 'I I_ "00""%I.tL � 'K '', , , " t� � I o I ,� . I # I I " ; I I , I � I I ; I ..' I . I I 1, , , I, Ar � I 'I is � - J* I � � 40040 .. I , I � , , "­ - " , i,l'I. I - I � . ­ I I I I I I .1, , I , � � I 11 I, If 1, " I of I 4 I L `4 f" -;­,; . �q 2 %'� IT 4 4 "ll � ,I � � I / �,, I I I I '1j6:o:if I441)11 � �, -�,"),j"A '' '' � � - �4 . I ,� ", I � � . � A", ". 'w, . I l I . I I I I � � � I I I 4, J�iIfl ­ . I` I I (V I L) . � l I . Ill I , I . I I I � � I � '. � I is I . \ , I I" 4 * , , , - I / � )", i -11 0 1 . I # I I �� I . if� ; I I , a , 4 I. 1 � � �* � ", 14 I. fill if, �i lts, I it, I . , ?, , , , I l, , I I I I � � I 4 I ii .. , of 0 . I I I I IV If I . it of I% � , f I � I I , % j I . lis 0 ", I I I :% i , I C, 0 �, I I I , I I , I � ;,' j 'I , , - I I .1 I I � I .4 Ill I I I . 1, 11 4 IT I � I I � I , * ` 1, � I � . I � � � �'� I � � VI f* I � -1 I I ly,- I I i , � . I * I $1 . . . I � I . 11, I � I / fill IT I I 4I �, Im S I If I - , * lts 0 # I - I, I I � a 1, � I I 4 . , rf! : " , , , I� . I I . . . I I I I i , � ,�, � "t�&I""iJ.'J'� I- � , , � 'i . , to i I it I I , i I 'j ,,I 4 , l I I I . � I . I Ill , - " � 4. of , I I I � \ I I ". " �, , I 0 � ii 510 'I .., " � 4 � . I I �11) I � � � � I I. , I I "I ;� , I I , I :1 , " ,I , . I � I " , , � I I I � #I I � " . I I " k, i, �,' , ii, ?""ll " " I I I, , I , 11� I : \ I *1 I / I - � I , -, sy � , I - o I of I I I I I , "t, to, Ill, � D " J�, ,'�i . , � If 11, 5ez 5beel 4 11 q I lI I � I, I I / / I I ,,, � Iii, � f'k,h _ I � 1. � I I CA . . I I ;I I I I ,I 411 � I J�! ') � � . I I I I I 11 . I I W" : - I to f', '.... 11 . I . � I I I , �41,,, IV I fso� :kN"iip,Nl,��q,�,,� � to "' - I Io,,.�, 0 6 (A . I 4 1 / , I ov_tl I I U) I ,� , . . 4 � ''.I i 44 0 � � . . All I I , I I I/ qj,��,�,�� ), 'i � _v"m I -, si I . I I ,I of � Iii, I, I 11��'i4o;j 1 .,I'. �# , - , . , li I I I . I � I t , I ­ of �?ol,, V of I, �4 1 � : : t -1 4,1 7r ....... _,I 1�� � " � �!,_, I ! ,,1,14o: , '' I I yo " .� I I ,,�? l is , " I ;# 111'.. �J�'r I" I I j J,�4 tit .�, � llil' �, ­ ­* � ; li A -�I I� / � 00000 oll I , I F,or 5&dion 6-6 t"'.1, - i�.ifll i I,#, _?I � I I I 111. I , � .11;�Jf 7 W-4 %N � I ! . 1, I . I . , ,,,,.� ''.. I 11 I 'o, I � . I .11 I.i)4I 1­10i ;,l ;,Ij,�T�, %." 4 I � lif I ", �,l, ._i . I i � t � ,If I I ?*I;,, '' l -, i . . I I k so I I � I . "I W, ) , 11 . : ill I .f �', I I � ti �. I, , I I I I pi�,` , � I -C I I If ­ I!i I I � I I 11 / , I ,,* ,� I, . I I 60% 1 4000.*. 4 I I I . . i, i I � �! I'' I .I_ll 1 -4 4 A I , P;4,TC � ,v, N I 11 Is # if 6 ,!t'.ot, is 11 �._ � . , , � 1 . I W ro, sill 1, 1, �� ,gr. � I � "T I.41i I . � I � � I to � � , ;,' Ill ,of, I I I I , *� I if- � - I I . t � ,li, I I so i is 4* # is * # of 41 4 if # to is If Is of, , � To it r7_11i ­io­ � I �, 1. �.. � , I I '. \ KI I I. I I lof . I , �, 1, , '�;!, I - I I I 4 st . I 61 f �ofi �,,� . I � 1; Ill I , I I I I �- I � I \ I I / 1, C 0 ;,,` ol ..) I I 6 . of Is st If 4, As of of I 4 AT * is is Is 4 is I I . \. . I . � o 10, I I � I'( I— I I Ill I I , . , I � I" I of e , oil I ­%� Iffol ,�f­ -1 I 1 � I' f, 'i I 11 I . 4 4 0 # . of of of V . To $ ,# 6 Is, I 4 . # i 4, It 4 . of of . is I f 4 is 6 4 4 ,* 6 Is of 0 6 6 & IT 4 0 0 I � _. I - - --- iss .% 1 '41' IA- ­ *4 I III,!, I I f , � I , � ­ . t I I 0 If I r .1 I , I AL - I h I oAwxww ego Al ab000 — �.N .o � I", ,,, f 1, , I t, � , I I 4 . I � I ,'T'r, Ifol I � 1I , I I I I 17� , li`:� 19 0 f1i I is so `\, k� 4 p� ow 11 , "ol A I � '' 'i , . : 'l III- I - ''I'..", . ; t " I ,.,' I / of I I , � 0 16 I . I Ill , 'Mili - I , It li� � I k � IF 1, I , 4 01, I I# ". 16 � It! . � W 11 � �r ". , I I , I I . I I , 6 6 # 6 6 Till 4 is 4 "Ill it, 4 A 6 Ill do Is * 6 4* Coll 4 J, 1 411, W." "It, I o' I ,0-)l 18' 'eulve'l I ii I, - < N 4' , I* ", j ol " i *I - I , I p , ,� . . . I I I - ­ _/. It fill If A 0 0 # 4 4, 6 4. 0 IT Ill 40 0 6 # �* 4 0 0 0 # 6 0 I 1 4 I, I �,��Itll` " "I" . , I , I I 4 � i 1. . I T, �oll %, filit, It lo� "j, � - ij 14� .. I I I I l, . .,. l t " I I Il �; , 'I t' � �J,j I bilitill mill Ill 4 4 6 To 0 A : I - F 714 ,�,� � I 4 � I . : . I . I I I I � I i % I , % � I � I I � 11MV, I y I ''I . , I 1 401,4,* I' ,. I 11 I , I q It , of , U., J,I�,,�, I , ,'�, I I I ,Il! .if'��, / I I I I Ifl'�111; : � �# I � . , . I-J, � 11, fill � � I * ., , I ", , I I III 1; �, IIII "I $I , I '' It I � I . � to i( � I I . F""i I . I � . I I I ? / "illill I I I 0 ?"% B I , G owll!o`0001 . Is ots� � I I - I I . I , . � � I �;" " If " , � ; ,'.. ,14o;llk I 11 I � . � I I I I .ol .f ..� � ­­_ I I A� ,;*I I I IV I I ,� , �I . l I , , . ) - �'. 1,11 " I, IVI,� IT., ­oto I , i " I I .. I I I � . ­ .--- -&""so" ." a" 1 �117, T I 'I I �) I " �, � , .— ... I I � ! *,Iiillof 0 ."� I . it� , , . ,,,')."b I '74 ,,, 4 " �, J,) i 1"" Ai . I / , I .I ,,�V,,ll 1, ' k I , V i ll of , , I * " f. N T P � , . ­ I I 4, 'm 1610 4 IT � , I , , so, '' I, 11 I I :ii still , 1, lk 4 3 E m I I k I'll I I . I I I I I " I I I - � � 4"i � is 11 I . I I . I , !�sf, `,V1,o,,, ; I' � I � ''e �. , I 1141""i'll—'i"'"""i , i I ,f 11, I I I , I f - ill tot " � I � j,� - I I ,ilf I I I , - / I I I "I I "I ,,, I " I "I ; 11 . - � � I A � "I I I , ", %, I I , I i.I � , . I i , j I I It' �� % , 11 , ,\ .* . $ I'W I " ,I""'. . ,I I I I I I I 1 11 o -, " I j,", , , If -1, ,o : ., I , 11 � .1.�� . I i I ""sis, . 11 4 1, .. �,,,. �� I I � I � I " I ti , I I I � . #I I � 1� / " I -�, I —. � so - ;, ; I , I I % I I . . I cu I % . � . � t '' , / I 10 Ill , IV, I ,,IW , '' t f, . � I I so � I I I " I I . 1, l I 4 I , .: �,., I '' ", � I I - , I I � X. ", IT �, ke� �',, - . 6 � 'Itil � � . I I � to )f: 10, , I '. 41 I I � . I � � t4'. I r ol 'j� �',,;%f ;olfI of N . I I I , ,,; ­ W . , I f sill 11o" . , . to e I 1, �'. 'I 1 ", I I& i 4 I I ot I I t I " ;. , � � I a I / I I 0 0 i, , !. - � 1 I I ,� � I I loaft*Mowmww--O . I , %- I of I . I 11 I , , I I , , I, �.o � I ift % I I , �11 �_' � " 'i I � I o I " .�. � , t ,ft 1 ;14 1 , , . I I . 41' , I , I I IT I , fit,o, � " . 0 � *e � I I . Ill I I I .11 � I � I ­ I I I � , I It i, " I � .1 I � I I I." t it 11 i ��,f .� I I �­,� " I #_, il ­ . I . . If / , ,I 4 I I � I # "i % I � .:, "A 0 1 j,,���ft , 1'!,,'':il��', 10 , . I I 1. � ii If �11 . I ft III 0 � C. If J0 -_ -_ Ir , 4 "I I I I I 1 :�;4 ?A*-. ­ -_0 'A ; I 11 I I I ,� s ts. ly , "I � . l � I V I I % I f- "It I ) I � I I I '. % I " , �" I . �� '.. � I 1, S'EM.mENTATIV N , -, _E� I z 11) �N I Ut I t a Ill t,.: - , I I -� ,� I I� ,., � 't, I : , � I 4" � issoossfis. � 11 I , I I . of WA A. I I & ro I � . � 4. 1 , , , , I I if , / i I q W); , . ; -,jit, �!�T 1 . / 'JI2 . 4 ( C 1* I 1 I,41 � ,.1f: 1 ". ! I. I � , o . I % I � 11 � � I le, I ­ ,, ( . � I , 1'1��, - -- ­ I. � -,� � I . I I ",'. l I I . ,�', ,� , � ;oil � , '­��, 6 I � III 1, I I I � i + I � , . I ,_', , di ?,rrl,l - illoI,A� OOW* 4 1 I I I I - I . - I I I , r to, � ;, , I,.' q 11 f I , 11 � ," I . � I I o' li''. ol � ;%, ; 0 � I I . I . I / 110, I I I *r,*, , I t, t'�i",'.',J'4 , ��,, , I , i - ,): , 4 f 11 � . i I � I I � , ,., 1. , I I , '� '19 7 I I , Lm I l I � , :? � " ;l : I . , 4 I I I# I I 144 . to I fill 11 , I I I **ft om-A. i � I � ol I I (b 10) ., It I � " I I : I ,�i Ifil # [ I i � I � � I I of i . ( I I" 17 , I i - *A% I , A , , I / / If . I , , � i , � I , � 1 4, , P � 'i ,& , - � I fjo� , %�,�, , -, �' / - K ` , 4 1 ro . � , , - � 1 1 � I � I didid, To ", , '14 - Is 4 , , I, , I � I I I � . � - ) I , � � . I iy,, I, I I I :I.. , , I , " ,f , 11 , ol , Iddid, ! � I I I I I ­1 I , I � I . , -1. . I , 11 1111ol 11 , ";,�llP I I I I A , 0 I I I I I I /' � 11 . I , Is I " I I . 1= " , ,� , � 4 , I !, , I( I , I t I . I . I is -1" . I I I � I � , ol� � I I . I I � 0* is / . , - I i-if , � , ! ; ,I - r,i I I K ; ,,, I � f I , I , .1, I , of I I I I � I ..oll A I I 11 4 % , I I , ! - IF , , I � I I I I j " .A. ,W I I I 11 t.. 1; - . ,. " � I'Io :1 if ." '� e� " . , : I � I ,I 11 , I i .Ami.&.wmbdsomhm I I I �fl, 11K,"c' o,- -f!,I;� , 140' / f,.,,, I � I � I �f% 0.581 *** . <� . - 'l I,j,7 I. I " I I I I I 0 Ill mAoso 40 1i I I so � N I— I I I 4 �/� � , ". I I . . i'Y ! I 0 I ID . . , llsAr'.l �, � , I Is. ii't - a _ I I A ,i � ­0 - ol.- . 10 '. ;,-I-- . I. , , ,� A, �, i.,. I � ­ I I / I I I I , i - '14 v. o, ; �. t . Ill " i � i , i z I ill fili�; 0 III I / . I01,, ,� , r", .f � 14.1 # I " 11* � . � � I I I I I AL A,v; if d )0"0/4 1 I I I f . I J , , . ,:, � . . ;. .4 , I : I I , . � 1. I I I, I I !. I I I � � . ;, . I If , I , � I I I A4 � 1. $ i . . If � I - ;r / 'S11 Ic J's, I . , I . ', _ . k P, '11; �, `� . if I I oI, I t,4sf,­t If I, �, � , I" I � ol I , I 4, I . � I I 11 , e I I : �,',,1% I, I . i \ 11 I Ar I �, ', V .1 , I .1 ,1�­.I­ I � . 4 I I I I I I . I I I ^ . I I ::* . I " 1*' I is , , ,,, , 'r i i l. I. I I � ". , I . � I I � I I (,fl . ,, ­ I I - I I � i , I � IM-of , ­ , ;,) �, �fl " , ii : io� j: - , , I . ) a I � I I ; I I � _ I I . I I c ; I - I . l � " . � I � I � : I I I 4 t � , I " I lij I k1h,4050e. , I I I I , I L'�! ,i; i., t, I I I I I . I I If ,l I r, y I . . 0 so " ­ �.I!�J`�",,-, I , - I, � �l , , � . � � I � � I I . I �,i ,�­ .­* I ot ? . i jiv If',o)�,i il % �_, I , 0 1 l, I , I it ""Adi 0 / � 11 I l � I . , I , I I I , .. " . I '. of . . � " �� � ill. 1. 010,001, . ,I. I` I — ; I 0 1 I k; .'if . of o4)"'. ., - � -1 1i I ! I I '' �,,f "I I ,.,s""` . ___________4__...o,s. A I ,), '' , I J" �; .,­� . ;,; il o' . � . I . . I � I , ,;I I� , . "i /O/ . I ZI l , k.( '. I I � � I , fl�lv � I I i I I I Ar.77.`1106oi, I I : , , ,;,I": ,, I I I i . . . �, "I I ,,, of it, , " Ill * '41' 1 I, 4 1 . I I f I �!! i ,� .,.0 .* GA lf - 4 t. i � I,,, o,j � �',­--, I I i I I I � of I . I � . �', ,,,I �fii " '' .. I � I . I � I � . i � # I I . 11, . I , Ji , , ", . 1. o' I V , I "Ill I ff,i;, U, 4 1:. 'All I I .t."..."i . I 0! A I I I � I . � I l I Is I `�t , 1) , � I :�,. I..", l ,I . . I I I f i�f��,;4�v I . I . ".'si ."lli ". , fill " I- ol I- : ,�, i � , � I l I ,I;w l" I 6 � IT ) I Klidl I ll � -1, T / . / , I cv� U I . : , ist.: :�. , , ,�i . I - -I' % 1. 11, I ; ,A . ­q ; �111 ...fool � , "i 4 '' I t* � * I: " I I I I I I I. I I � ; I . A , , . fol P I I I . Iol '' I 4 I. �,'.',�'. ol:-�, 1. .I, I .o . I I I I. At I ii:,*01 flit, ":, Y . I l, ,)/ J;, V , It dill I I,*;. I'. If, ll?'M 9' (� , � � ,I 4 '' el , if ,L � ,Ir�,%I'i'iff �j 7;,% I� 7-,y,%I;, LI � � . I ,� .�,lt�;o(, 1;1 I � I . I I . I I tL�.ltl' s I �.,,f.. II t 1 �If 1 . . I I If 1. .1 I it I , I I I I I I; I . ,� 4 , ,,, z I I.— ,e ,,, ,e ,,, 1, *�, I. I T;��,�, "', 'r 1*,l 'it " � . . � I . . I . I I I If I K I 0 ''! / . , / I f , I ; ' I _,�T ,"� , ,,,I l .s.. I , * . �''­ I I A , Is 41'141#0'I�j�,Il�ftd "', , I .,,/ idi 'ifill � I 1-11. f, . Is'' I I , � . I . I I ­ I I " t�- I, , I If. .,I .- .. 1 14,l 1 . 1% ,"' I I .4 � I � I � If I ?, ) it,, "'i �,.� * ��l . I $I I .** moo o . I /% ol i 4� , sit o,,* ��"01­ ,%fill I, " ­$" � As, ?,Jt, �, 1,/ ; � �4` I I I a I.' 0 ;% �t I l 11.l( "',ii . I I xii, llsi*,,�, I I I I& � 1, I I '� r. � , 11 k ,;�'l ) I � . . I oi I " I i-0 , .......0its"ll"i ,� "4 � I � " I. � I I 4' 1 , 1­;.. . " I I , 00..*- - � / % I I � If"i -; o, 4� ". ''I Ill h''l;Jit �: � I . 1# " I / 5-ta. 7+rb, 'IV 110, ) ,,, I ,,, ­ .. I � ­ I It , I., I III I I � � , , I � � I I . I I , 4. —I , ol loss., is I I : 4 i I .14 .,..,. , i , I � . . 4 I /�� l If � I. 11 � 1 16 . ,(, %, 10. � , 11, i � . I I ,t- � I �.. , t�,;� so .1 .,�,,­�,I,.� '' 'i I I I I ''., I , I o J-.V/ ,� , " I ,I 4 .�, I ,itl i � . I'4, .1 I � I I I � . . I 11 � ti'� �7, I, W `W ,,l , % 11-11. I I I I � 00" "� - 11 - ,4rj ,4 / ** `l\ - I off, . l0000 is T_ Ill 1`l 1 �4.4 I ) III. . .� o');t4 .: III, '', - I I ,,, A . , I �, .. I I , I I . I . �. I I 1 4 11, I I "I'll 'I; tl"Ai��. I .so- . % 4 , X... 7 fov 't 2 ^ I 11 I ."I . I � . I I � I 11 I � to I " � " f P,� . I , '' "i k;_1 ", I I I I I I /10^ 7 x ftu of I /I I N., A Vikllo, -,sol ,b :�L 0 FMW '.. 0 : Il f1l. - .A I . Ik "I / / --filloss, 1 I ­ � ­ N ,I ­ I �� A I I. I ., J . t , to j , , It, ill , 'i - I , V, I � . � , � � 11 I I I , , '' .4. sooll I I , f# I \.k 1_� , , I . I I � is '' � I,, I I t� 1� I . I I W , , .6 . , ." , : 4 1 I . I I I d , � I I s, . � I, I 4 , , '. "i ', % I I foolooss"f"' I a I r x I., 14E /J. 71 .. I, � 6 . - _ . . I . ol" Is / _ - I � � . I 0 , .. * � v : ,'� t �� ,..ii . Is '. ') I I I .I - , , . " I I I I ."� I. . I , I : , . I to . .__ , I .1 " I I I A If' , - I � -1 ol i I I.. , , I � . I , I ,I ,'� I . 1 4 1 ,fl I .— . I . , � 1­1 I � I � I I �, - I "; t off I �t I �, If . , I . . , , . 1, I'll "All I -4. -,* If � . , � -+ - I � .110, I "I I I iki , I .� ..I !'t"Il I� ". I .. . : � l I I . I . I I 11 I . . . $0, , 1 4 7A *..* ", * I 1. � .1 11, I '. I I .. I I I I I aftma, I I I'!' �I, '� ,. �, 'It "�. 11 ''Illif I I *III I� . I . of . I I No : $ 0 1 '. .1 5 Ia. 5 4C a %. 10 � . I � - � I I I I I I � I W I -. I � .4 I,,. I I r 10, lto " I I V. I I - , , I " ol �v Ill. I ,,, ,-�. I I to, , - , , � I . � 1 4 I I t I � , 1�r . . . I I I is , . . , ! k ,� I I 0 '. t , , , i I I , ii,#, : 1. , - . �� � � " I . , . I # I I . _ I ... I , I . ­­ " � I .11 " I*w , ft 40, I I , ., I .1 It _.Jl is � I. I . " � I I a a � I I 10 ,h , ", I � . F Il I, I - ,.I I I I I ii 27�- 5II119 Jtil Iff .1 If .. .." � 1, f. I � I I� � .1,I4. "."t, I Ill ''. 9, ,.. I , I . 4 1 I if I -. ,.III' I I A I- � I I ,f . 1, � I , I 116 11 41' loll l � ,I., I . I _1 1. :�Vi so 'Ioj"".�, x ­ 1 ,"7 ; I' , I . I l I , o ,,�j 1I I I � I � , Lifil � , I . 'I I � (I �I. 1% k", � 1 , ,I 4, , ,.,ll " V ,,,, T1. . I I � �l I � I . / � � ''"' ; f0 . il'if` .4 Iff P 114 A I I — ............_001010, - I � . Ill I I . l 1. I , I , ­ ,,, ,,, I, �, V sol 14 I, , 1), , I* . . I I � I . I I � � � . � , I.,74 11+ - 1--osso-s—'ll l . 1.11 I—— . I , I It— : rlotfl,� l I I , I I (. *0 — I I . I. , I , I 'O I , .. , I il " , �� ". : I I . -1 / . I 1 fill . '. 1.10 � � I "i "? , t I � . I I . I A / I _,.Ij i I I I I I A I I "l I - - l . I . I , I. , !�?. lili. ,.(,,o _- r t - ­ � / f j "'Il " \ - I � , I , I I, 1,7. � I I � " 11 , "I , I I � � I 111i . I I il � . I I '14. 1;, '. If � A . I tifill 04 m � - - I I I , i A , : I `,'. �, I ; It I �` I I " . I '' � - 111l.11 I , , f. , I it, ,'s-I, � . I .. I / I , ,.I � If �`Ifl 11 � di of - � -. *%$C.=--�" x I 1�`l I z , I ?�,il � If , I I is , if � I qp.w*-".,.-- I- - � .:.A � I *,I, , , I 4 �, I I , .,., I I � I I �, 1% � # I ( - , 'Il - I .___� *"'*"-*$-A+.#,-,)ift%. 3�1, - o� Is. 4 I � , , If , I , , I � ,� � . , 1!tXil I _ - slissfooff- ..ss..­__-_ ­. "A%WAk-J-_' :=j11tf"l I co " � � I � - ll� : " . ­1' I �, � �: ­ . � � -il I , �,� -,Io—., lift --orlilsimit1folissil __ 4 - —4 -_ I I A , � , 0 . . I 4 I I i I/ Ilf, i ,o..# 26, R �, X f.j$1 I x X ­ - � , . . I / � lol"",�, " I I i �., .�k `� �', ,,-,�` I I i x - ­ ­­lsiF % ,"'Imisooll I 10 "Will Vol I , .00 I .iommlow.,%*Iim 14immso � .1 � I I Is I" � ,I' I � � 4 . . I ,� 1k, l,_­so,os,,, , — _o0l ;; 1 - . I � I '. � � I I , I .11, -- ­s­-­­k 1' iddidiff"Ilso. aflissislif,loo- _. .40T-I4 ­,16-- ;;s�f ­­ I I I L - I ­­ _% - --- _____ $""A" ommoNamo I t , , I I ,-7*ANNMNW-* ____ lgiimm ­ I- � ­ - - ��_____­ll . -1 . - - -ossolioososfoo�I I _ ­ I ­1 1, !milli IN I I � I I I � I . I I , . i I I I 1, . , I I �'Is � "Y*�'illoo 1 " -lilloo-soloolll,lossio . l I MMvNitilldiffiddi dois, - -- - t44, kol - _ _ - - -_ - - . I , ; I . . ,,, . I 1411"ill, - - Nr---*"* I � , � � . . � � I I :',',, �, : 1�7'1, -, I. I " ... -** - .l �- I I A , �-losssissilmilk :t=::�� I . Zlrillo � � '.. 4 , � =:: J��If I 4 I I to, I I I I , � I,, 1, . l , I I �l"�� -to - ­ N ____ � __­ ­ L' I log",$NWA , I � I � '.,� I � � I � � I , 1, lol osol Ill As, I I I I ­1_1 I I t-------o*** "J&- — ­11 ­- __ I I i winoWAVOMWAIWA* � - ___ � ________1_, ­­% ­ ­­­ ­ I -I--- ­­ � _­___ ,�-�ilimilti�oillookkwso 4" 0=0 � 1 11 off I i � .� I, '. ! . ., .1 I I I lossoossissilloss,'"oss __ _..."Wolossissiff" I ;J, t W I I , I 1001 *"'!I $ad,, - MIMI, Ill', Ill 111111.1 - I., "*boom.*" I I , - . I - I \ % � I—% - ____ I ­ _(_­ I , 0 1 I sissooffoossolsolf, �Z,t,7.11 ,,,, I T7 ___j­ -&%**oft* *,mow I I I'll I I 1111, 4 / 0 ol � I I I . I " ~mmi —...*-,r " , � mi 1+00 / If III I t 4 ft fl� . I , , 1 I I 'I . " 0 1 i "' : , I ''' I , ) � � �=z I . � j #�I : ii, 1�: " l off I I #, I i Wiloolsoossolossississisfill" sol — , . 1 .14 ow"olivi **ft am I I 11''i'm Oft 'o � ,� � I I � ", ;4, :,. I. , , I 11 I wA X ..,ffss0000�o� I I � ,--- I , !11 I I / . I . o i I I , `1 I A I .. . " v - - � is is X "Isiboossm I ­ I .-A I 1.1 I li i i - 2400 1 1 11 I I . I . � . IN _­­ -�w - __ omml$A�oll�iIill, 11 ill 11ININ I I'll I I -IIIII I 111111111 ------,,--- ­ . 'I _­ / ^ -% I -#. I " I � .1 ­ 11 Ill 'm _ "ll"i'llif"i'll 4400,' 1 " I P I I I I ------------ ­ �, —_ - _ / 5+00 If I I .1 I I � " i I kI I I I - f 1'. ,� I I I � I I ', . I . �� I ., I so ; I I — I I I I j� I . 1% I I d . .1 � ,� I I lot'"'lls'' ,,�,I,:. I 11 I � 6 + 0 0 u2l� . A 11' ? I , I o . ! , ��­ I - I "l, il '. � : : , I . I I , 111o, I; . I . � 1( 0 11 � . . � I , " !, � I I I - I I +00 � I ( I I I,* I I I, 4 - I I " A "I I I ", j , � 1, � . . i " ; , , , I I I I a I � . . � I I ­ I I If If I I j � 11 I slow1milik I I 010 I / I , 3+00 � A- . I / " ll , I , * .,, 1, I 'NO, 6 . � . I , . "IN 9400 " � 'I , 11 i I I I ,., I . I I " foll - , I , ijj I - - I I ,I, j� - , , ,' , I i I, �4 I I I I I 1. I I I I I � I " I � I I 10+00' � �, � . I, I of l i I I � � I . I I � , j I, I � I � I 1, I �, , I I I I � I I I yl�� I, '' - ', " � I I I I � 'i I ", I " t I . �J,, ol A ­ I I. I - to . ,*#"" .1 I I . I ,:', " , , / I . 1 4� 1. I I ,,,� 1, , .0 11" of 4 7Z ' 1�1f>crf& 6ci/ioil 5hcaol #- 1i I I / 11`11,cr Feexe. I I , . I I I I I .. I . 0,1 , , t . I I � I I , . I I . I � . 4 Is "'its, , ..- I . I , 'it / 4* I I % ! ; " I I 0 / I AO . , I I I �:, � I , I = I m - , -, " it I , t I 1 4. ,,, / 1 .4 I I i . l 0 .0, I44 � , � � or ,� , I I I, , .�:�! I * I 1 $ 1 1 - C. (0 - / it I I to , . 4 , I , I I �, I I", ,, � 1, 1.of"� �I of , I . l -sis-1 . � , . / , I I , I I � : i Q I I I I " � I! I .1i if , I : o . illso � I " . � 1, � � I ,�. � I � . .� _�_­._Itsdl I I I oll - :W* ill "fiss 1I I ee 6eo/ail 5heei ** ' of I 1�� ­­ I I I I I, of I 0 * f .) e? I I I I l 'l ��, : of ') op,t:,_-:" :"o:oll It'. . . .: . .1 . If I. If, � I (D I l 1� � I.', ,,, I I I I - .r., I I . I I . I . I I , 'I, I I k I li �olofl I 0 of ; I If �C! ­', �ol � + R '"i P.-A .coca. j t....��.,W,r i ,� I ! -I"-:",*, 1 1 1 1 I '& I � . I :%/ j �) � I 4 / � I !Q" (51"', I , 4 1 t . I , , , T, % , � , � I I l III/ 10 ��,.' "si : I I I! " � � i "A " I., �, .�'Ilf � ! � -a , ; � I � L of I Ilk — I I-fis ; ! . i _,'� I .** -,t'f� . I Io t I lill i 4 � I I 1,'�; ii � ;, � 4 It 11 \ . i I I ,_ , ! I I � I I - P;,�,l I. . ,_� I ., ,,I � I *; ,, �s I I � I I � � I -vz / c� — --'?7 0 If / � I � I I . is lt,� �1­ 4 ,I I ,l / ".. r I 6 0 CIO*) �� - �� /i � i'll i I III Idds- 1, i . I "W*" , .,.w , I 'o. I I I � � I I 4, 44, " #,� I I 1: , 'Io � I I . I I l � ;I .1 . � �1 . � 1, ,- . . 'll'.: I , I 11 I 1 I : 1� �IIJI�f I', j V"I ". I 46 I I I I 11 ". . I I I M 61 1 1 0 A . I ) I . '' ! �, ­,j i It 't �t, It j� k, s.I I I i zis l , � . . � � I . � . A." of A, I -6 i I 17 - �11 All I, ''t. I tj,!**,- I� , ;.; �. ) I I I I ( I , tone� � o . ­ff I I I Isliffill ; ! � Ill- _ . I ll 4 I� I �. I t 11 � '.� vili* , I;i! 4, "', il I It I � � . ; * 5 1 1 � . C 11. It I � J, Tilt I , - I I I - I � . , I " "A � I , I . , I I .. -1 101 " /Ao' i� , , , l' " : I I 51�ec / I I ,J� ";"it" .1 ,,,� ,41 , I � 5 cc "* 4 � . , I I i�:.Iitol ,'_,t, 4, I I . 4 . �#` 0�15 - 0. `II51 /0 � i *4 W, , I " I . ! I I /oz)i /4 ; I 0 ­ ;I f ", I I. L " - " i I � I I . � �, l � I . I � 7 - � I * I llil , 1. , 'soll i'l, I 11 * .. I I ,� .j lo , . � It lo"..'.."'....".111,01 .... IoO00%000ssoossos�00000*� � . -J& -_ L � ­­ � � � � . sil I : � , I* I'- 1, I, i ? , , j,.1 I . ,�., I I . I � —I .1t.� I . * I , , � �­t '10 I �..l., " � '. it , , I , � I 9.._Ioolsssoossossss� I I - I i 1, , , � I 1. ,�, . I � � ,ill, J# ; I V I � � - I li I I , I I . I ^ .4 I _____0�1 1; I 0 � . I I . � I I. � I �, I 1. . . � I , t � . I I . . I I 1 4 I. ." ,,, " . �, I I I ­,,,i� , 'If'' �� '' 11 � I .� I , � I I I - 6(3*cj - I , �' , I ; I f - � ,10N;i.'I, " " T /Iffill 4I Fal. (ecil'ot'l-i" "Isis oll 11 I x I I ,.,.,I j �,;,' of � I I . � All I I " . I � . I 11 ft I I �1' 141JI-li I I .,�, f," TI`0� ", f I %'I, .,.f ,,,I' ,1 I / �,," ��%,:T".�:ril I III [,.,, )� I I I I I ,A^.4 Isiddiddiddiddideill 1. l � I . I �.. " *11 , 'Y I I . I FlHe'r ' Fell � A. I Ili � I I I —_ � I : 1 ­oll : , , I I I . ;;'Ill"'. 1 04 I . , 1. I .1 I., * 0 11 I *ft. �V` A � .4.1'' .."It'i's""", , I ;`� I � I I I I I I - 0 1 1 , ., - 4. , "!,I, , "I'l ,_ I I . " Il i,,';' I '. � . . l I I l . I Is ''. I . I I � 5AI. Tvdl . _x L 4C .. 41, I 11 I I 0 1 r 1 ,4i 1 I , %* I � 4 1 1 ,I " , , To " is is loss ."', I I � I � . .; Is I I I 10 I I " , . ` I , , ,% , , ii, : , , A � I � I . � '),l. I 'r "i� I " , 4 - I! *' � 4 1 I I It � I � . I I P"l 80( , cil 6 (7, n 5iii;P 0) . � I I I I I 1.1 , 1. I, %,;III. , , 1-i I ,A ol , " ,I I I ot IV.:I : �4' . *1 . � I.Pl�sl,J' 4of �See , e I I t .i, � 1) ,I I " , I % I � .6f,%_,,, 441"'.t" . I,. ,I I � ii, I he-I447111'. *5,hd' / 2 � I ,I) . V! � C I, ,I if ,.I! I 11, , I I "i "'! 10 ll t I I �,* " I of .. ill �j � I . I �, . .1 I I I . . I I I I il , ��!4,*�',",I,,�,, I " , . 4, � II I f � � I I � � I I /I - � % 0) k I � � I I " It . Is , li,i:�::(�,�,'(_ I , .. I I '' I � D - / I .1 � I , I. 'Ill I I, I .., I � I 4 1 � '10) " f'I, I I I , �,'.0 .,*,, �J:,`, I ­ . I , . I illilt I - - � __ . I ,�fl - 0, 'Ill I I I I 1 27 � ,5 ee , a /fIa , / 5 hea� Z' A), ,* ,�,`fifl ,li tillit, IV,' � I , I It I f" � I I � N � ;4P k 4I4,11 � 4 I , I I � I .11 ! ,11 It I , , I l)" I. � I I'L / . I I. .4 I 'o, 4 �1 li!, � ! 1� I � *., if I, e,�-Ai� if I ". " I ,I , , ­ ., . ; , I � I I 1* I . . I I '* � I . I � ! I I I I . ­ % - - _00400 I l I, l, ,I, A I I I 1, , , , ii V I � III .. I . - I I4 I If illol I I , I I I I I i I . I I A I I � I -11, I I I 1� % It, �,�. � I, -,;, of 1, - I - L ­ __ -, � % ­ ­ 6*4"www , I, j 'Ii� , I I � I folf � IT: :I, I * if I 1, A I I Ill � I I I of � % t I� �s , 1, ,III it ;� � I � , . I'' , �s " I I I t . I I ^ � I . 11 ow I , oft so� I ,. , � � It I I ; I I I , � .) 1, 41 � of I I I " , I . � I . . , I . I - � A" . � I ,, - , � I " : I , . , ! to . , I I � I I I . . . I I� I : , . " I I I ". 4,41 . I .to .1 " It .i I , I o � I, . I It . 111J,�,"'It"'t )i!j,'!l­ , I I I 14 5 tiq // 14.,oft x .3 Oft A Z .' ThIc il � . �o� .. , � I I: � 1!*,41, I�4`,'.% �'i I �. I,( , � I� I I 1. I I I � I I . . I * I � I) t � ,'of , .i. � , 1,;, , ,:, _ , * I I I . I � . I * . , , I � ll� , Ill��, is. o If 'I :. A � kI Ii , It of ) . I I I ) " � st , I ,% v , I . I I . I . . I t I : I Ill I 1 4 . o I I 1, I I . i �) 1!i �� . . , .I. It' Im I . 11 . I j . I , . I 11 I . � / I I � 4 I . I . I I l f, '' ., I , � I I , � � t , I , " I I , , I � I I � I 91 I I I I I . . � � I � , I I � I I � ; , ( IT , I � 1), : 1, - I 4' � ­1 I 'o, " ,%,i , ,if I- � I . � I I I _ � - 'I - : � , � � I I I I I : I � . (j I � I � , I , pl� , i,!�jklt,'�,��. !I , "' I , Ill i'if I. I fill ,41 I . I � I I I I 6 . I � if, f *,I : �, I I' ­.t , �. I % 1 4 I , .� ,j I �1.1 . lot :" � , I . � ; I � I I I � I I �� 4, I � % - � � I . . . . � I � I I )� I / M 1i ) '4�� Mlh � I � � I * I I I! ; . 1.lif.f i I of . L. 'I I . 4. I U.5 (�,Uo,r,r e., 5,0 CY //.5 . 1 J1141 ""i � I I .i I I t , 4, �-.foi I *; , I t�, I, , I I � , , , I I I . 11 � I . � � . . . I I I I I I � . I I I � I � . � � A . . . � . � I I o� " I I , � : 1. C,.,o, i."Is", I I'il,fl ", - . I , I (I ­ of I . : I � � I I 1, I . . . I � r I I I I I � I . S�Ii 11 , I , 1. � : I I I 10 I � I , � of " .,l � i I , . �. I .1 It 1, '.,I ! .. - � I l I . I , I I J., � I I , * " , � � .�. ki , - ji IL " 1. , � 'I.', jv, is . , � 1, � . , I , � I I � I 0 � , A I 1 �4 I I I I ;'. I 0"k, � It I,!; Iii:t,"'. ! , y. i L, ,,, ; . � A . I . � I � , I I .,. I � : , � I . � � I � . I ,"-wftft"lol I . . I , � . ft�', ,..,� II , " � I , .A l 4 , 1, . i of I I . I I I ,i I I " iiii ill 4f,,�'! , 1 4 rave I Co, a � (5ce ." I I �` j , , � ,�!(�i$�� o�'J­ ',�.-�,Is� � I :1; l I I I � 1. " " ., I.i I, � , . I �.. 1. . I I I . A I Z ' Nh� 4)t 7 o Iiiii r R'/,;: � e . I I I � ft � . i I to - . '), 4 , ­ � k 1 � 11 � , , I I ; 1. I I I . I A**I6, I 'A I. 14%0 " I? I I I ; * ". I -­� I � I I � A , . I I I to " , I Ill I ii *, 44 4 v � ,. I'.I,4 ­. I I, � I . I , Addi i." " �,w � � I. "sy I ,�,il i , , 1. , � I 1 44 I I , , � * I - i, I I", A f, " I o�, , , , I I � 14 � � . I I 0% I I I I � I I I � I I ,"I , 4 I'll , I It,) II - I -I 1, , * - I I �,, j I, - � I ", . ., , . . 4 L. I .'' .1 . , � � I " I 11 , , I 0 t Ii . I �.. j I ! oll li� ` I #" " � T I i I , ! A � I I I I � ­ I I 1 I I I .1 � I I I I I . il., I Ii 'I'll s I I '!(4 I .'.-� � "'! #1 il -� ill .. l I I 1� � I � . . I I ­ �' I I . . I ,. � I 0 � , . . I fl� i I I I I " i , , I 114" ; I ;I I , , I I )f I , , I I � � �� I I I I � . A ­ .1 , .� i, I � � t J, , � It I I , , ,,i � I I I I , I ; , Ili , I ') � , so ". I I I , � I I I. I 1. I I � I N I I I .f I to I I I I I 0 I I , k " . I I I I 4 I I I I I I I � I , I )1�. , 111� � I I I ! I I I, i"', I I t 'l i . � I I I I 1 ."4" It, of � ,; , - ; .� I ; : 'I " I , . I!k � . I I I . I . J,jLl1#* I If � ,,,I tl�% � , 1 I I , ", , I � I' 4 I �, � �� � I, 3 essil I / 5 hec -Is ofill I q ) I : �4 1 , � ?""i,�;:�.,��,;""",!",I,'I It( ; I I: , " � � , I I . I I , I . 11 I I . I I�� IT I,* �, - t, i .1 I1#I I � " l I . � I I I t T, � I I I I � �� . I ; . I I � I I lol ( I if I$ t I � ��,l 'i Ii " e # , ''' - 11 , . � *1 I , l I , I I ,I I I 6") , . ..fflk . 1, . � ', I % I 4 A ."I * f I I r . I , t � ;, I I, I IT , , ` .1 i, I. ". � A, .It I I I I I � I I I l A . . I . -J-I I 3 Is � # I - I I . , . ; I . . i Ald .. I I 4 , ill J�J,II,.'of­'111�1 1"�"� if too I. It, ,� . it di � I I I � I � I / TY10, Z - 14010Ce fil 1 1 1 '14 I ­, I . ,4 o�. " 4 # it il'of If r, � I I I I I I I � I I I I 'I I ­ o.'A I, ol 06161 1, .1 , I I I . 4 4 � .: " � I . � l . . ,,I � � �) " . '� � I ,:I .�'­ . I I I . � � 4 ;A I ... I � i, ., k 11 I of . I .� 4. . I I �, .it. I, l I 1, ,k* - lix -I , I I � A I I I., *1 I I I I I I l I I I I I I I 11 I �, I � ,�.I , I 11. I "j, II " I _J4 � �j I . . . J" . fu/ifflutre. if Zdi >iiiiii Floodl )-'/Q/o - 1. � L I I !� i, I .1 ol ., l" I .4ol , ", I is , of " , I I I I fi, l ,I it t'j)'k I , I I � I., I I l N' . I , I.' I. "�4, I, is � _l, I I . , I ,., '. I . I I , of I . I t I I I I, . I ,� l , .4 ,T,�,�,if of � I Is . .1i I �.i,#, _.; , .1 � I I. I � I I ill I ) I 4 I ie�o � 4 l . I ,:I ". I I I'.., , , I I . � �, �, ", , if I 1, �`i(�xl I is. I . 1. . . I I I . � � I . � . I , I . I I f� I 1� 11 it 11 I I I ''i I 11�, � ,; . , I ti,.� , . , oil . , , . .. ­ I , It , I . fl,f . I ". . I,.' k I I , I . I I � . ,.44. 1 I , if,, � I I I , I I ii If � - *I,(- . I , I . .. � f I , I , I � , . I I I . 1: I I I " . I �' '' , fI,.: *t� * . I I � I I � I . . , ­ � . * ,I I 04i.!'I..1�1f i...'�.-Il",` . 1� , I 1, . � I . I. �j . I 4. .I I I � I � I 11, I � . I :. A. ims, ,"� Irt � I I . , � I � � I , n Ill o�,V:6? "14 � )* " ',I'- 'i 4 I I I -4 I ` I , I I I � I I I 1, I � ­ I . I I .0 I I I. I '� t 4 ,,, I ,,, � I I .0, " I . I I I I I , I L � f 3, . , f . , et � , , , , I III Is I I I '! I of I , � j � I .1 �. I I � I . I I I I I I I . I , I , I I 'I 1: �, - to : 1, 'l 1 6A, , ." r ''. , 'TA � I ,,, ,4 11 I � 1, I I I � '' I ­ . I i . - 0 � I I I I . . . � ,. f') l, � io� "r I �'I I � I , "ft i � I I `� I I I' oV, ?r � .� I "'. t. I -, I . , , I . I o L I 4 I'. of I � . ." , I I . I : . I I I I . I 'I '', . � i , � Il I ­ I l l . ,% I I , , *# 4 I I . 11 I . I I I . . I , 1. 1. I� I I 1 14! . . i" � ,;I ", I ljl�j� � "'o, il � I, I t � . . I ! of . I of, ­��; ,*, I x, �- � I , I � I I I . I pi , I " t I'.) I �Illi I ­ . I I * IT ''I � . I L " It , , I '' I . :1 � oil ( I I I . �. � . .,if I . � I I I , , _ li,ftr� �,T%l .1*'i I I ", III I of I _ I I � . '. . I I � . � . 4 I. 1, #I ''. I , Iki J. , "I ) i � it I I. 1 � 11 � � 'f,fooi I, 1 T'. , I l I � I '. I . i . "I . . I A . I I I I I " If � I,* '' ,X, � t I ­ N . . . 11 � I . � . oso%. (Ii I,A�kf,�', " ,,, , I ,� I. '. I Is I , . .. I I . I I +. � . I I � 0 1 . !l`1 I I . I 4 ''. I I # IT I I ,. I 11 �� I � .1 I . � � I . , . , ! I to � fl� "). i � I ,S� 4�ov-jyt'Kll, I'�t 1, 11" , � , I . I I I I I I . . � I � I I .;, , , . . . I I I . - I I � I AT sit fit :$ t. " �#,, 6 it ", � ,�l, I , , ,; , � . I I I i I I � . 'i loss."ifillow.,*.s. ` t4"iti it' 1. Will I, ft. I I, jj f . I . 1� � i I I I 14. I I , 40 ( 414, 1, I 1^ I " � Ill It, � , , . ; I : - � . L � ­.­­ - I , I I 4' I ,l . I . . - - -_ ­ ­ I - - . I I �l , � j ,�� ! . . . . I : I,, . . I It 54 . 'tlt,l' . I I � � � . � '. 11 I - I I " "A - To I,l -,ol � - I � ' .- L- ­­ � � � ­- . - ­ ­­_ � - ­_ *" . �` � I i I � ­_ __ ____ ft., %is I mil -_ . 1­1 so , I � ., I I . . 4 - is, , It ",I, I � I , , t �'! � t, , I 4 � I ­ I I ___ ,L - ­ - - % --I---- I I ilifilmossissims"fiftmow9wo sommil smommill I % I ,I � ji . , oil 1, �11 �f: � � I :I , �� I , I 1. " 41 ( .1 l , I . � I 4 . I , 'doddims, ad"Widimmissomilifilmal � o . I ­ ­ I . Issits issi 1, I 'IN � I 11, � )i l N I I .1 I % 1� I . I I-,'?, � � I . , I , 01; I I A I . � � . I .1 . I I � � - - ___ � - L ­ - _ —_ if . m !I I I � � I � 1. 0: "., I 4, I i I , is � I ,:Tl ,� I I I , ; I , I %is I I 11 . I . � - offiffill oo-wo . 11 � ,I , i-*.: `,� : . Ili I , , I . , � II I . I I I ­ - L - -.---- - % - - ­ ___­1 I Is. I . I I I . , I".. I I ! " P! i ,( � io , . . I � 0 � I � ,� - is . "fifoossi . I � 4 It 11 I I i 4l'amoddi , " I I, of , 41 I fols. .I $ 4' I . il : ,, " " , I I I ­­ mils, , I I m If '" "i Ammisofflissoossississississ, I, I I . ,,, � .1 '. i, I I I I � , ­� . . "I I I I I . I . I? I � I— ­ '- III— fs,ds,adl "Isdiffiffill A imm I - ­_ - lis � � I . I . I A, j kit � ,., t, 41 1 " � '' , " I , ,�4 I. � : I � , j, w I , .1 110. I P , 1� � I to � I 4 ol� It . , , " � ; 11 I . I. . . 11 � I I I 4 - % � � ­ I . I I -­­­ _­ .4. ' 'I ''I fiffild'iffift "ossidifil Am A im t ­ - I 4 OW ll L ­ ­ ___ ____ to i , It , I I I L I I I . . . . I I I, . 11 I i I I I ­ I I 1 4 � . � I " .,- ­ .- - ­­ � - - ­­ I " I - I 4 4 I I I , _111 I I ! I idoll : it �!i ,�* i, I I , � ol voij , ; . I I, It � *%.,liolot, - 4 it; 1'�, , I 1 ),W "I , 'i I I I I I I I �11. I . � I I f I ,7 1 �,? I � li, % �, � 4, .J. 11, . ,­, I : , I 4j .1I I � I . �. ,1_AI,. , o I s � I I I : I I � I . I . I I ­ � I ­ . %% . I 1. I I . I I 41 ,l'. I ,Ill 61, I I � - i I I I U I � . � I � . , 1, 'L ­ __t1_."_ I I, I "fil 4)f,l LI, I I It, I � . I , I . � ol 1, I � 4 It, I 6 � I . � � I " I I � � I . . I � I I . I . � If# *1 III ol � . of I I . I � " I " , " P I .�";;,,,I, I - l lifil � ) i,t;if , I I I I I � . . , I lo t 11 I , J,� l, ,. I I t , I 1, � . . I " Q"; E I V U I � 1. I I � ;Il�� it, I,,,; . - . �,,,-­ ,� o i'ilil,' J� .1, I,; it,,, I ,� I RC E.""" i I � , � P w,:jf � " " I ... I " I ­ ,,. % I, ": " , 1 � if 4 � . I I , I 1 4 .It ,. � I �, I I "ill t .� t# .1 It I � � I b I I I , I I I I, I , I I � I � I . I � . 16 0 A% I , , ldft t. � "" ' i ' I I A j � � I k, ". � ''), �, � , �`. ll I I I I , . I.- 0 � . � I .4 I � � I I . I � I J040. 2 'O ` I to I _ ,. "I J!"J'. � *I � If I ; sf� � N , I I I I I: I I � � I � I I ,i­ I . � , , ,1:5 � 1*,*, z I " P "I I 111.10�,,l lil , * , To 'I '' I'l � fill " , I � , I � , I � � I 0 . I , - .1 , ',4 ­ I.. I I 611!,�dls I 4 I ,Ifl � � . I . I Is, f �, I� I` I il � I I , % I I I � ill 3: 504 I I � p -i � �',' "I . . I 4 f � . I I I I � � � .. 1_,i,L_%_.;o*_ , 04..'' " ;It ,,�,� 1� 1411*4 �o �,,�,,; : ,. .'' .,loo".'i", . I I, � I It I I . 1 14'' 1 1 � I i4llll1ii',0-,,6.b&,l -004`0 loll .10, I .if I , ,,, * � , 11 . I 4 III 1 ­7 .1"; i:,-"''. I !I "I I I � ,it I I I I . I T­� I i! I 1� 1, . , . 1, I IN , I I �I'. � I � I kly ­ I I I ­_ 0 � I . I I AIIII ii ­-- ; I I,,,. ­ lt,f*.,jP4:1'4l ,� I , I � ,� 'i I . , . . 1 4 . 0 � . .; -, " I' A , , .., It' t, I ": I t, . E 0 --I 19 8 * ''' I , 1� :,,l' I.. l. _ '.. , voil.", . I D III 5 . � ii ,,". ", I I . , . . I . . ... , it I I.,: " � !, %, off .1 � I I I I I I "It, � - . i , to 1 44 ,.'' I . ; l .1 I f . 'I " , '. Mi, I I "Is " �'*ti ,'�.­`l '' . I I , I l �t.­ � . f, I ( I ". � - . I I , � I I I I ,., o' " I Itt , , , , , I . � .. I -ill mudi .6 - - _.A,__­J,�i"L,,._ E. U'lif-'i 11 ;4 " .,': J, I It o�,, 'IflIj '� .1 'i *."I'. .4 , I ,4, 1 , � I I I I � I . AD, I I - I, I , , if ,:� , 'o, , I � 11 , I " J, I I ,� I � I � � It, I . 1. I- --- � liIi I � I I -1 ), lot 1 41 I " % I. IN ells "ol I - , 11, ��fs , ` If ! . � ", I i ,I � I I I I I � I I , I I I , ( 4 ,I I "i , Jj� �,,. I, IT, I , . I I I I I I I . IT of, I. i -i� � ,", ,* Ti I,� I N of ,I�l fll`-,� t '' �, , " �, %I , I S CAL ;I 4 Z�,� s4 � 11 4 # I I I " , , 11 I I � , .. I I � I '' . , 21 � I btSI0NtD' - A 11 � if� .J., II 1141 :o'ol. � - ,_to I , ,If � 1, I il f 44 � I 1 I I A . � 4 I 41 I " 1, � %. to C: I I I I .! I I I I I I � I . a , I , , I I I ( " I I I � ! " . � 11 III Is ll . r,!. , I I. I ,j 'T j )l.', 'I, t I- I , I I I , I 1, , I I " I I . .1, I � i I .. I I., ` f, _�`..­o , I to s,,l I. I *­k off I I, * � " . I I , ;,, I I , ; , '' � , !,� 1, o". I, , I � I I I I 'I, I � , s, i � I " . I I . I I I A : III �Ili ll`� �_: I l � ill i"'i"i 14� " 1; I . ., i"", , , Is - . 4 . � I " M8 Ut CO � � 11 I I � ofll,,.,�'S(j,,� I I . ,�; I.K. & I . I 0AAWWI HW O.- " (.$I ot�,:� I ,,, 'i;�l ,", -Ill I , I '.1;'. " , I � I If � 1. "ooe I � I I . I . i. I , ,I . I IN. -�. kt - - , " I I I Js \ I � 1". I . � . � 6 f, ,­L�L­ I , I.litil, , ', I . � � . I I a a ,� . %,it--- difilldial a lifloolloilm 161 11 I � - ) .1*ol - fit ­ ­ I . .� ,'it . I . I I l � . . I I . ''I . �. I ` ­ I )" � pf) I'l , , � It � I I itiolls, I � I 'k 1�, I'll, 4 f 1. I I � 11 I I IT 1,��,� !_J:i I '* � I I '. � "if! !s''. I 41' . Ill I I . I I I I � � I of '' I I I � � I %J 10 I I L.Al , ol-i" 11 *4 � , , It i 111i �, 11 ,I I ? 1, �. . � I . # . 11 , :.f. % � � I ­ '. - I) t 1, � ,It I,A* , . I I � I I * .� I .. � I � . I ot . of k I ; 4 ". �,, I. I � , ��,"*, , I ,,, I �. , ! I Cm 90 KE' v WN " `*�" " ,It I N , I . � � I ?. I . I � I o , I � I ­ . I I `4 �q � * . , ls; . . I , i . I I, �� . � I DA iIIIIIIIi 4 '' � Ill - . 1. olt, " I . � 1, 1. L I! I . Its � I lf�','- I t L I I I I � I I I I . I I I I .. %1s )I, of l f� 4- :,� , r. o, '' �1, I, ,, �,� I III I to '. 1. i I l � ? �l.-_i ". aft,iots *,,,V,%":, L", � ii I � 1. I � ,..I, I I I I I it I I I 'K T, , m * K6 O'l A0 S '' _1�1 _111, J'o X­ I '!I t� , .;, I , I � � o"t, I ol " I, I � I I . . It' I 1 1:%i'141'l,, 1'' to! , I I . . .: If. . � I � L . ' .0 , 10I � 11 * 1. ,". , A, � I 1­4 I., I .� I. 1. . 1..� ,� . I � .,� L I � . I I . I I I'll 11� ,,I L�W,�,ip I 'Ail 'It, , � 11 . . " � � ." �� f , I to) . I I � , . � ­ . . A " . I l I .4, I , -I, ­ I - lL ­­­ - -- � � _. - 4!f dt.A,,�' k i . I " ),� ,.`-4, "', " ! , " I , , I �. I . , ; I ,,, , I 1,.I,t I I � � mi, )k , # j I � It . I . � 'tl' 1. 4 ; I � I I Ill � I III A, - I, "lloilf - s. 1: 1 4. 11,� � I A I . I I I , , 4 �. . I No � I , 1�ij I , , " 4 I ,Ill if " 11 i i, , , I to I , I I I j " I 4 . I � ;, . I I � I I � I I I I I I 4 . I :, I I 11 � I - .4 1 i I if 4, . �. ,;, I 7,,i,!��4�7,t it 'el �!o, . I . o, , I of " ­ I " , �', ." I - � I I � . � . I I 1, . I� : I . a. I I, I I I � i�,, �. I . . , , , "t it'i ,� '. , I ;` I I 1 4 � � .11 � I � I I 'i I I too j; , ;� , iI , � I , I, 11 _ , � , If , " I :, I I . I I I , " I I � L_ 1� "i 1 .�,�� tolo I l , � � I 1, I I I I . I I , ;, I , 0 I . I i , _ ­ I I � . � I � I - - . � I ! I � , "I �, ,,,, 11� -t �,` s; � I. . . I' , '� I li 1 40. Y' . � . J, I I j i . � . I ; i I � to" ; ,l - 4, I � . , I 4 1 1 . � I . ft, , " At I � ­ ii , : 4 � jo,.,'' , e�, % 141,1 ` " I 4I II , , I , . I . - I 9`8 . � N, , I ` 't o, ; !, I I Idi floo I I . I I DAY t OC tOE) . t" � I,� I, Id , � v �',), , is � tv - ?, I � . ,' -, I , I I � I , .� I " so , .I * , - I � I I I 1, . t I I . I . e I � I I . I . I " � � 14 , � I *I I , , � I I .1 ., ., I . I I , i - I I I '. I "'If, If % I I tit JL' . I '. I I I , , , . , . I of � � I � 4 , : _'i'L _� � - , � I � I; �k " t �, if 4 t!"! Ill , t , I '.I -,',( ;L.' ) � a . � .: 1. � I I I I I . I . � I " I :)" . , N . . . I . . i � i � I I I � ol " ., I� I � "'.., I I , � � I . I I ol .�, I I . I I I . I Is I I - I, . J, I I ", I � Ail" '4 � I; I I I I � 1, . I l I � � IP � #' , I % , , . so I I �", is % i" ; I , ,�, I "I , 4 1 i, , I , , I I � � I , , � � I I ?. r I to ff�(T'li ? I I 4 �e I iii, 1, I I 6 I . o i , , - � i 4. :, . I !t I V " . , l I 'I ; I!, I � � I I . , , , , . I. I, , � I " , 'I . � ; 't I I I � i I � � I . . 'o Ill I I I , . III, y I . � I I I I� � " "�, (ol I ?'i '�ol I, ,ol If �'.' � I, of I , . I I I � I "; i I I � 4 t � () I It' "k I . , , A '', $11i_I, 1 1 ". j � . i, a I � I * I I . I 0 Al I . t1b 14' 1�41`�'Ili* tv , I I .. � � I I . I I ,14. �, 11, 'I,,, 14. " _( T, Il - i ; lill I As � I 'I I I 1, 4 I 1, i ­.;,0T .l �ls , , , '� I!, ., . : I 1,11 1, . I I . I I I � "''. Il � � , " � I I ; If � ,,,�J: 41 I: A) *I,,'�� s�,, �. I ;t,11 I 4 I I . I I I I � I I It' " � , I ., , '..', � , I ­ I � I I . I . � I . . � . I . , I 1, A. � I's" " '' . i I .1, A. If to � �, . . . I I , , �* � I . I . 11 I . . . I I � I. � 1: ,I 41 if i Alp""l-st, ,ill 1­� jt,�, �zj % , :�j � I � � , h'� � : , l I '11, �: I i I , I �%i ,.L-. 1i � * 'f, j'' ,,,.,I illf's." %'4 " . Is I � , I , I � I " . . � ,.I,, � 11 � P, �­ , i-I I I I ; a � , PAJ Not 'I I . j, � ; � . :,4 ! # . I ., I " � I .I., � J-If if , I �* V, ,:, I I I I I �t t � I . � I I . I I I � I . I . a I .4 Of .1411110�i � ...... NIFIF"w , � , I " I 4, ot , .1 ) , I . I I I I "I j I I I I �l I . � I I t I I I -_ ­­Iolll . " ,I I I , I . . I , II: If I I .I I ti � s, 1 4 , ) I '' I ) (.I so o0 f "t , I - . . I I � . ,I � .. I , � � I I I I , � .. I I I 1. A ) . I . I � I � I � IA I "t I . : I If - I I I � I I � � , , , I "I'll . . I . I # . I I � . � � , , � 4, '� , '. i.o, ff�. 1. 11, ; '.41 1 t , I I - I I I � ,.: " I , . I � I � I I � I I . I . I I I I - � ", , , - ij oft, I o_ ooliltol, 4, to i1i iI � )"It , " is / s'�141 1!f"Ill lit, I I I 11. ". � I ' " I i , I , i 6, I � I . r i �1 ". '. I . � � I � 4 1, , I, Ill �, : , I 1 �4' I I.* T I I �jv % ;�� I! i ., 4 �f 1) I I ' , I � �. � , , Ill � I I I I I I ii t , I i! � i)� I , ,� I 0 41 If I I f , � I , . L . I I I � It I � I , , I � f , , .1 � I I I I . ; . I I I I I, I . I, I � of I011111 1 4 I ') 1!�,', ; i "Ii " ,,, 1I ; 'I 4, I olf ", , � 4' 1 , � I * I . ; I I � 4, � � I . � 1, . . I I � f �� 'i � " lt I I I I I , , , of I � 'id, 4 I s , q Willi I . : V1. f I It � I , I " I . I 'll, I I * , , 'I ,, i I ,, ,,I , I* I, , . 14. I . � I I I I I I - , I , I � I I � I I I . I I I I I , , I IT , , to ol ot,: I til � I I I I, I , � I . � � i I I I . I I � I " � o� l 1, ,q, ; , " � I I I I I I . I I " I 1�;i � I I, � , 11 I I I t­j 1. . � I il �l,4 , � 6 4 t #A I , j ', I I 1, ,l , . � j , I . I . I . ,; f. I , ! ?, I , , I I I I , I � . I I$. 1Z � I " , li, to 11, � I I I 4 It If i , I 11 : t 'I . III . I I I � 41 � �`l v , , ,I I I � 4. ; I . . i, 1, I: I �v % I ,,, i � ii f I "I . " . I f , I I �� I . . ­ . 4 � I I I . l .1. I . . I I I � � I _ . $ , . I I Is 1 14 t . - , I I I .,l loso'll, I I . I J` , I , I 1,` Is l!',if I I - I 1. . i, 'i 0 ,I , . �,, i ol,� I, 1, 0 . I. I 1, 1. I I A L . . 4 I Z. � -it lo. ;# I II I � , 4 ) , ") � I, , I I ; ill, Z. I 4) j . ol � I , . I I I 0 4 �� I, I " I I I � I tl�, . I I If t IT 1, I i, lov" `I: ?", I �, I 4, � I ., . I �', � .1 . z � I I 11 " . � 'll I loi � -I - - fo.' f I � .1 I . , I 11 � ( I 0 4 '. so . � � . � 1� I I � I I. I I � I I i :,�, 14, If I "! .s. I I i I *I I I . . ,. . I � At, I I 4 0,,, I I ,),I I I I t I 4 it I I I � I 1. I I f I I I I * .� , , ollo t ,� . , I , , I ; . I I I.. I I., I I I ( I , I I I I . I , . � -4 1, � I I I I . � I . � I ,.Ie I l t , I I , ; , I I ,` i 4 I , , . ; I I -1 I , f o:i l,' � ­ I � ). �, . . I I ) I I � I I I . �.i l, I I I . ol I I , . I Io 'r'l .4 ; #I.,: "I I �Tll .. I � ol t � � " tf,, � 44 I � . , , . : I ,� I , I . , �40 I , , , 1 4- I I . I � - 'i , � I `� , "I ,* I 11 ? I I 11 '.A ! T, � � - . I I � � I , I % . f ,I I, I I � � i � . I '. ) t", ; . . � � I I . I I , l ,; ,� I �.) 11 I 4, il�,# I (I � I I I � ,,iqi �' 4 . , I " I I 'i % . � . * I� �.!, . . . I I I . I �, , I I. i ,:I I I!. , I f � 1 ol I � , I I � i I 11 . I I I . . " l I I . I � l I . I Ti � , , I I � I � ­ . . t � 1. . .1 .. " ,-.r- -01 I" -- i I I t, , . � � 0, #14 WI A I 1� , .11,�v , - � I I , I . 1 4 I I , 4 l I , � I � I Xf , I T "Alls-All � f % ,,I# J. � " I k �l . � I , � o I �11 , I . 1 � I I I I I 1 I . ol I �l ,i) � , � i I , I . I , I ; I I I I , � I-1 , 11 I I " � , I A � . �# poll � � . . - III I . I I " of 1 . it'. � I I I I I � � 1 4 4. � , � I . I . . I I I � � �yj l ! , ll ,,, I ,�, Ii.i ) " , I 4 I t 4 � I I � -, 1*1 � - (so ,.'.' r ". i ii. ,.t " 4 " ' '' � I , � , � A I � Ill , I r4 I ., I i , '' 1. of . to' I 0 � , j ,l , , to : 4 1 I'l *L � � � � . I . � t i" tft, . r ,iii I � I I IA., 'Is. I I 1.1) "Ill it t 'i". , f ., ' , j , � , , I . I I I I , I I � I , I , A . I , . I - I . I 11 I I . . I I #t, I V I I I' I . , It .4 4 1 A .. , ,� I , ioll . " I � � I I I � � , � I I i . 1 4 1, , I ,�6 �, I It., 1 .4 ­ �", . . 10 , I . I fill ,, , Ili �1� I .1 . I 0 . I : � I . I 11 � t ,1,.) is , I I is I 1*1 . 1% I I PA 'i I 9 � I IT ( 41 , "' * �,I 1. 1, . * t it' I of, , " I I I "., "till - I I , , I I I , ; I loto I 1-1 I I ­­__� 4 o2li'l mi" - SW I . I . tf� ,­ I � I a I 1i , It I __. I, I! , st- I I � � I I . I 1, I I � I I i I -11 -1:!k. - lif. I I . , I � . � I . I � � � ), I I . i ,ii--W�0-1 " Will - - lowl � ;� IN j l 11 . I , I I � I- 4 , I � � I � I I I I :, i 6 , 1% � I � . I ­ I % . I I I Ill , 4011I I Ilim I I, , i " ;o, , . I . . :1 4 � I I I I I I ;� I �,, I to ,,� I, I I I � � . I- -_ � . ­­- -- 11 I I III i 1 ! I 1 li ill . I i - ,��,q; ,,�,.,,fl lill I,Io: ,' , , A " l. of � I . . . � ' L - � rw, , I'll " .1 " � %, I ­ . I . I I � . I l I 1 4 I l ''I I I I � I I % I . % ______ —_ - I � i, .. , :1 1� I olitt i 4 1, ,, I il , pill 4 : . � 4 '.. , I 14 I; I I � I . I . nomenwo 0jo I mospammi I I . '� " " � .. " ` I I , , I , jo,fil ­,, , I . I '' � If I , If . I I I I. I I . % Will I L­_" 111114"10I 1% % I I I I 7 �T­ I I I �� Iff I I I . � _____ . I I I . I 0 0 Is I I i I', I , ';J,� � .fl � T I I I � I I I � I % % I , e I ­­ ­ ­­­­_ ___ ____1s, — - I _______­__l_­_ IN I - . I I I I I . I Ill . , I �­ P 11 ) 4 1 %� I lis, I, ; i.4 ­ I . L 1 L ' I N-118 I I i 1 I I �, "'), L . #,I, % I I I , I & 111111 IN I I IN king ION lllmilillellik illis iii'llilli 'ill, 1 Ill I I � : t�, , oI, I 4 I , I ", I � L I � � i ililililolilo "I I II 'll''''I I _ -, � 11 � I I � . ­ 4 I* , I 0 0 0 I � . . i oll 11F wwwompow*Nmqm I . I I 11 is k! � I I " 1, ,, 11 A , , ,; — � , "', IT �, . t of i, of (I . I I - , ­ 1% i I � I � I , , � � w0ammot, - � I I . � I � I I � I , I. ,. ,, � 4 ". ,I " -I" . I I I rwmpp",�g,qmwgwrtpwqmvqwtwm"w"rR,�vwmw�qw,r—imo�,l�!T,!Ii-I .0-1 1 —, I lk it 11 i I I 11111IN i 1 III ill 11 1 1 t It 11 ­ - W i I i If" I I I I I I . , I - �,i ,1,�!:*" �; , , .l : I I k I it '. I i . � ., ,, ,, I mm""Mmmmwwmmlwl7m 1 I I , A I I I I If j� I , 4 1 . I , I , I . I I . � I I I , ­ I I I ) I P I . ,;,ll I I iji , oift, , L'; � I I I . / I � � � I � I I � I I , I , I I I I I . . % I I / or") of 7 ru rurc Z 15, 'Itf000r 1^'10166d / /0//7 \ loos�sss I 0 4L-x/si. 2` "'Itils" or lFl000l filit"lolso I 2' to � IA 'i I ll S Ia // / U fill z " /'­�?/ C k M/�) z till /I o.fi 4-sol 1 . � I �oo5e, /Ol� Hop 76- /`6/?d 6`07"'lom. � . I I : F"'HASE TT I ' PHASE I I . ,,,, '' E ow* � f, 4t, ,,,, I I � I � 11 IT a 0~ #*I,, I.,lis, - 0 I � 1'1'17�,,-'r 1'�!OC&. 0 It% % I 1. "ool I 5ec: ,5/�,Cc/` + 5cc b ciail 5neel/` Z I I I I � I � i , A.~ If— 10"'i"Or 5cciloil Eill L I I I � I 1 ,5 e (/ 0- /_`0 I � (?/, ii,q i"N " (" ^ � I I , I � - 41 cit, ,., / r III ) "It . I old I % % mimm"mill f -Illilo'll, 1111111, I I'd I I % I'llkillillrA I 111111 Milli I of wooly ( -��f - wompl� 00 am 11 I _ ­­­­­ - ­ — ------ � � �-----11,11011 Will" -I - oil, 111110111111 1- ­_11 - � - �- - __­_ ­ .- - - � - — I lippomppqpw %% I 6"0110101100MON" O" 400 Ipm,ma4mmmoowpww ji,40, x",40, is am *oft illigili, willillial"ll limidommildiall 11,11, 011 ,5""'_ry" C,-,;, 1i -� Ai, I 1 I TIt I 4­ -.do 0004. 0 - ­sssl I� __ d.. :���Illlllllll" .., A­_­-e­ ____ e ". -Kio- z I I I ......... I I - -*4w.11 ------ I"- 11111� 14 . 11 - :=,I 1111 -, ;�.#" - - f,p' r4., ­ — - ­ 0 stow."I.I.-Iba, � " - . A -OWWAOMMONAW % _ lip , , 11 It I —f�i -.- ­ Ili mmommW 0000000 q`��i: ,:44`flfl A f _V y I � . .— —, I .........-diffiddid--o"W".. :I1&tI`i1,l,, to:� i,* _____1­%% ­_­ llll!lllllllllillillillllii : I I , 0WW`d_`ddd""""` Is 4F____ � . 'y"i'll", I , I i I, ,,, � I 4 __ I � I ICI,l - � -, _ � 1, r I, � , ,f" l` I 11 I ­ , 1�1��_ I I � ,,io.'4 I, "; ,,� ,i I : 1 4 1 , - '0; I� ", I';-* " l. -.1 I . .." I .1 1. I , 6, 1 1 119 IT . .,,. ,,11 yw"i , 11 oo, I ,,l, *dd!�si....00, I , , I Ick, I*.,-*^ I I it VII, `x .., P I I � I " Is I /-" or - il - I �,f .. 1111111111j, _00"'i /'% - " " � iilkl� llI : 1, . � " - . " I ,ol ­ �, I , . I is - 1, of , � "r,''" I . " I . 'll 11 11 � -, � 'I i C�,, i �I"loI - I _ T ­11 I ill I 1 Assill, % 11 �� ­ I. 6 so <_ \ , I, " �,�`1�111�11 Is � 1 "".... I-- , I., � 11, ; 1, I l s " I— , , I f 1. '.. "Ist. .. se , I . 'i I ,e 11 % I I Al � . I I R 4 *,0:if,!tt o ,I I. t, %i a I .1 � I � I All 49 . ,� % il I -,It% � I . I I , I � -W&ANAS"Wft P .,�t , ,I . e I, I 11 I I . , � I I I , I �� �l .) . � I I flo, l I �. , . ­� � I) I , I" I I '---. jr ", � I , , I , � I I � . � I 1 4% , �, ,1� , i4"", ; I ., ill off. , I � � . I I 1, . � Ilf "'t, , I '. l ­ I I , ' " "I , ", " ; , I I o 11 I , I � I � I " fill, I 0 , 'oss ,l. , i � I - ,.__"­­­__ft, Ix ,, to 1 *4 1 ''I "t rif I &I 1�i,, I . I I I % � I I I I I � 1 P : ,*'', . " I " ,,� , I �,io­oll I � �� fi -0*1 I . - I I % A ft:, ,; I . I 11 , - � - I � � I -- �­ ­­�. - '' . I � o, ,� I r; !;, - . t � I fill , I, 1" ,!",� �4%., , I j; I'll st*-, I " : " I 'I 4 ; 1, � , I '41 , I , "" 000, � .1. ­ I Is , l 1 ,� �, 1, I I . I I I �; 11 I I.,� ��,� I, I I � , " .i�' - � 1% ­ 't,_, , . I :jtq ,�, I 8 I. " � .tI 4 � ��.ti I :� , ,,I ­ "� , I . I o '11* I ,,, I. , I I I , , , ', J� 41*.�Ioll to . I Tj , �: 11 I , �� , sI,d , I , � I I . I % , , I to I f " I I � I , " .� � ". , "I le I , � . 0 , I I I I 'll, I I I I I It , I : I . . ,,, I It,� , ,; I, j-, - I . ,,� I , 'N ,k " I I i 4 ," I , , , I I Is I I , , " I I I , : I I � I I �' ; " " , , -, ­1 I """"""A`l I I � I .1*" I , %,i I , , � l I , I 11 "4 , T,��W , . N', ��j k, 'I 0 1 i I 11 ", I � , , 'Il',,, I t I � . . . ; V - III , I # 0 41 � , I'll , _', 16 /,I, VM-/z I , I . I �! rl�Ii,t I IT I i I 11 A �i' ,,, �' , . ­ 1, I I I , , 4,;%, I/ Z le a 1 4 I , , I I . 0, ,I r � I - A , I It 91 I l I I rltn ,4l 1 \ I �,,v 'i ofl,lol 0 It 11 I I i Vol Vol zz °Cif I •Q'0� � ,� G�•�'9rc'- �/ r ° j i c47 "s �py�ry�••� //�°y� , r /+� p� i /�/ , y /«��«�_�Y ryry °� y y� //��,,,,,,,, p�r►• _ ��r��v t (jS l � a4 2 Qj'"� (-''��', y ,•r r ,2 /�y /q ' 00 V � � " 4d V ♦ t • � • 00* z 00.1: , ° i V O ` Y � 6 � 0' 0' -; +e • .�' 4 V / r • v+ `r+ � .i ~ V 4 � r ° `' / �,: �%�+' � ��,� • .•°" ,;•,. .,, by • r ! r r .. ' ate!, • �Sd it �G.'' w / w '�7''�'�►� • • Ei' is « ° � ° .. i � •r°� � % \_ � �"rw ���1+ 'f Av,� �"'4"q e,rn, � 4�\ ' / / " , � ' e" ,1 ,, .h ' • s • we•T""• � ,,rt !i• • .a. !r+ljw ' � t t.. � � � ` • 'y3 6.J I 't y ��„l� y ° j R r i aC� 3pi 1 • , A • .'i M • � } .• , ,r"' �"' �' • � � yw•b":T• .;t* •� r r •y t9 ,�►( � �• �s. • ' '•1 V' 1 «Rri �). •� Y� r '%•,q:�y'♦P. '' y yaJS�.. 1�.4 ',, ,t�. d ' /�'•' / I Jj , i • �'«� y .lOa/ P�x•� � ` ;�'',�.+Iw•,"�, +� ,.XO�' j4$'�iC �,�}` � + �.,t� r '' A,'^,��" i (. 1 j 1 ' , i wR* ` �°e •�' ls•'"t .\ q+.. ,{}111•V t"Ott.�,.d ,rt�•y'' *r"�*(9 yy. /l�y�, J j • q ////,/w :a �e • �•, � A " V Cy + I(./'( ,Iyt, • _ _/A � w � 7 , 9"ryY � r �« �, ' .,P t'�;+'.4 i 1 � r�'+ � ° ,...��„�" `{+aS99r�"r•"�"if •�.. �, � t ' 4* S� � `dei �•`��.,°,ys � i 'M J '�>tZc.7•.+�[��ry.*�I, /� ###������+ e { 9 . Ri ,,p• i �' "''°I•.�" `i+t� hr. IQ^ae, ".. *.,�'"i 4( • r r 'gYrwr `°'°e.. i '� • • p •�`,, , • ���?•. � � � •• � .* � •,++'+ il, 'S" .� + ...,',r�'� � j/s ,/ ?, R 4, � � �. «.N w+.c �a � •� , �`{4 r° •�� ".. te9 ;w: % '�s r�'R� j � ru7 fe •�}f 1 �+�y •�•�. ° • � • ' • 'f� i�����t•.•{, % r •', .,... w+•.. �1.'iA/�"!..%� f te11.«yr ° . Cod 1 M tl «41i d 'k .i W ♦ A' 'I,w t :1y� ,t �„"}h �n =P .'y},�wr.' r, •+i` f J �1 i • +*•••• T' • • • • • • a s • e • • a • • •• • • • • • a . • • • . a • . , • + • • • • w . • • • • • • • • . • • ♦ • • • . . + * ♦ iy 4 \ R '�t•c{,.,• •ti • . '?''}' ••*,IA ; + � i+ I Z5 +✓4/ y, l • . ♦ '+ Ca ItJ y' R r' • ' i �., p�"'� 1 �� ki+< *,' •�r., ' r r"y� . % .di " '�' 0 � ••' ° � } a 1 � •r r+yf, "°4'•ye'�• . 1 r > '!r�r�'�� ��,"•. F � �! r,� •ra•� .° S p! +j • • r y + I (,t' .... j •r;. � � � • � 1 �'�` • \\ I e' {/rye �{ �' '�y.�` ". i''a ' :� • ',".* ,p � � ! it " M •z;,IL. .. „ . i • ' 1 9 y /�"i•1♦i 1 / v V d i ',C � i �+ •` M �., °,r •; ,i w. 7 " r " f +r 1,7 AL .... . irw •glr`•«n•�. „� 'i rid Y �•. :•.}�+�'''Yay e'e.r�,.�',' a allll• }. . . + K. e.,.' 1 % ' op womwKwo a" elm *OWN~" :# i ° r � R 'i• a::1k t�:• ' � • • , s ��. • �rt ":fir + + , }]r�I f s ll •r t: 1 A i t r- I • w rr < a t pp t e 1 �, .�• ..• rn,rr.rworn • � • � ' .. \ �` � •.,�, � •�" was r , +s • +' • • j. Pa�uaJ�tu� �i,S�X b/PAO #°flub a✓�+�►.�� P;PUC.//u� u01j:)n suca a?>I r qa,�S • ' ClJC7�.0 Auk p + d a j o%r� c 007 1 hr/ f/ ✓v,;�"srx 1 ` v, a(7 -c, • • a F o e -4 7 teal I ! 00 ^•w ( .,1 ` .' - ti y.} t }✓, •1 ,•%y .aY•r +, N � t, *,,•w. } nr �, •1. '!P=� f 'r �«rA. F { • 'C "i r 1 •,i +"• � "-'�}. � +r" y }� `� , : }.....y +: & � •,.4 iY 1,a1a-�i ,•+"': sg, �LrM• ,.� .�.` ;{, , "�',w,iTri�4�� •�.�. t .. , r M 4r r MY #Wpm vnav_ WIN' so �Wgy�7n -q �, �I , �ii,IA 'coat, I 'N "Alf, 1"j§WN tit sl 0- W.- -XIM-1 �wp -it, 0 ve,i KRA I o-, A b Qua cam, j�vs GOV 010 4--m M MIMI- 01"I "' -, , , I I - Amok; 61"1? 1: WTI V x� A NO, MAP av_y 7=1' qw§ 0- id j will T�. ­01 9, , lig�l Rd N*,_ A It 0- AWAN Ao �T ET "00 s� T.� A Q, -g Nov 04 M Jay 4, lit, 0, .0. A 4. we 1 011AVAT, kly I SAM TV 1 5 7 � wx W&W AWNW, Qynv � ku, . I I I? 'I r,711111V �11 " �;1,1�1:1:.11'',"""', �, 11 `4 -, " r _ "0 K"i, "A "d, A 0, "A §04"Toympul Moan 10 7 IV, sage Y­d I" NA4 Zi Qqg "4 704; Ago 1 1 Z�*g V�, X A "'A A], OWN lam= SUN RIO 'Alt, "V 77% v`111 ME ,g 0,44, j,l,l,y`I, , " " , a W. 'Xg Is" mi Tz I v, �041, , - I ­_F1 Roo A % PI POO JA w AI, Mg: 15 lZ 0 Eth S E R V E 1:1 E, 410,11 E (n,40t, I �M 10 ,k7 X R110k '61 41 'zi i 5� ig A, TT �V Ani . .... t%A th 20 TL moon W 00-Aw. 4 ho 0 0 UM 4 t;� Z,, A' �rA l "I Sh b 0 C S S x 511`g,�,­',,� "III q,till, 41 u If V "ISM" W-11,51 ivli�� ggll�q ig�j Igg, �,4 " x; 1 vs yqq ,, EWA: TP a TS? 8- My Ss r Ifn"A 4, 10 ggl V LEI.: 511V" , " " I� , - M A /I im A ,�'j ql 7 `4 d, wayn g, ,,, , I iI 1� I& fir %"I, *4" igN 'e 1­41 j bow E PIT' Vpv_ 'd- N an: onto 6 Ulm on �M A.,NF" ',`l an jonny; or 1, 4 i,,j4,qr,, 3� :Amoco '_"ni�l If, i" EDUPEOF N jig Is E T 11 R E AT N' TA -MIX ton e,Q �X FRAR VENDANG17" WTI& R! 1 - - WACO p "Al MIA, g, Reorwded/Obsonrviod: A FEW 15 Vint 10 ll� 5% IRA, 2 PC- �mltisl: A W G. "i Mr- MW 'E% 1, '.0"TINT PM 12 U lit: bl" g% Pq a K& nil SIGNIFIChb%NT HA,".TA " " - , , " , " �'; mms k omit jWVj:-- MOMM 4-Mb saw A 4m Of WW W 'ME vyjp " "' 5 0, wom As "u WE on, I Z, on- 40 a a ITS: mm W� _W10 A" W R L I i A"i' A -,,I, a , . ..... . .. all, I, 5 Y, ly, E Tl. TV p a Ch -io 4 1 'giq v, A J�& wj &.0 RON COO IV ll, NN 112s; ni I i i c n tj�i 1 -1 y blocked _j 0 Piffil Date� 5-80 N a rt h MK 541 a 1 e '11, A, �p , _01 P 0 T E N T I A 11 L jmg [D -Y Existing Ac,-Uvax 0 a u� 01 N yA,eb(,,)s -10 C ONI Mi,_) N I T OWL! (A I Il"I"'j, E'6itSiN OR ti NE N E 20--2,1-4 ly PV N 11 2 12 Z4� DFUMNAGE: E Pd E R A IWO ES E HI VATIO 1), f3r) S n 1, 10 to Pvc: t, 4an 11 NVOIR Wt tic, d. 1) upp if n I r I P4 V E WT(C) P Y 1- I,�'%T E: S L sv­ IJ11 E T L A 141 tao h: VA 1. U A I Data Wei$ collo'ch'., thal NMI catogt" Itu", '&,Iwwo %hilthin em0i category me ate vuz wiiis avaluatw".i to ;)r0dLAW1 narnarical larawas. coinprisitte 11 Msh ard VIA& '11 IrAcle, C &P M tj aill te 4; values for each cato�xvry vitienre p ro t j t,,4 t,: w j im (wrif nj cotyltizare ("llach wattland to, othor Wetlands in its suh-axislin arld irt King Counvv. 1"he result of thtit corroptu%son a percentile rarik, 'Ilia poicamalls, is, on 1.1 scajo oi'o""a 1"lunc,'o)(1 ariitl Indicate's tflit� 'aorc,n nit of tmetion& ttlat actaiied 13cluad to or that particular site, F tar e),arrq),14, a parcer111111 r11111C of 80 undely sub-balsin 17100118 tho id(I'%A11 to cy batter thUl 80 13orcant of aj� alixwe jAdittlir"I the sub-bamain for thi,,,it 4II'Valum6ol'i catab,"Xi� r),tircoi i ti Ito nons tart; vahu unly vvitilirl t1jej individuall y r4 C) "r f". T 0-VakAa1JW CdWgOry ow Ino intianduld wlol-tr fOl' 1`00rdrlce and coinparison. No I M �3 Rank 'p, ,g" Evaluation Category (only pan",nnf"Adt" IoNg, Big. y rurloff sturincpa polundut vywar quality, polilyinal for rybrijin iz hill daillayp `0 2 MRI, G"I'M 21 "1 quunty (it hathust, abundmillso torld divol'viq/ of plaill 1111d ardinal q1twials P4,14D T )tlll`0V4r',- 4d90 shavien abn,o 'i )vc -Ato In mlat­jTig�j, �)r 'akes, !"a mrsion Nty" sw i owi, jo it I, tjvuaNy cialar Ha-vaosq the M :;4j wan )v wanarsi we ess C17 nCV T-Ira, 'Aq ;-A y "an )"j to P C �Zen occu -I Dvgir 1.)� -,I vin ; a a i one w junion z one�­, F")r a r�,c we eand ;11 And th9 Pi,, Aa diversity and contnast ut watlancd and surroundiry Sound Lowsmas ana y1wiCe jngl� ,ir ti<�rl�� 85 . . . . ,.iu rrou tiding landforrns 62 MY nusT&A (iris, rwiryll 411 ypas of acciess, proxifnity 5rjjoolgVq (ICA I y"'m �,a h Ai on-vi"r,)nMental quality 4 e) E c,)f agriculturt,,,jpaliat Gxtr&,-I-,tion anadrollIMSS or garne fist; 35 f, 19 bilds W ry!W'imals of comniorcite'l value ON, V R AT I 1\1 C VA, ETI_ A Each wyedaind was &sxiQ,)ecj orles (jt qj,`VYII� fs-4110blel VV11111,"In(i "Thu nuatland nitinips, by irmunwall lasks =Cific chate or fNemy,old r.aliss for Individual =kjostiori vistagc"jes, vie ariteric wAx j tth die WVC aland r"ittili l it"re dow,:rihed in tha Intracluction, For 'llown 111611f) d 1`0411bel tit 11MICIN: WK110111naes for dcva,1ck,,,;i--nant in > 11djaccrit to wimstionds `V'i61'l4 Th(,­ �,ipoictahnes are intaoded to malill In kintle"I GMr1wrt,,,l nd othoor wodand ivyllial, T'hety I,,, g sopavato rqmarl twencl ,v� 0�iq N "",x T7 AM Z 5 R RE t 'N 4 Ulm its �,Nffi Ism gq 2 if g 'T, Al"Aa Arl d lie 1 U e " '5"A ;; OR "d, Q14 Z7 R NR a Hy I eb o s I _5 T 0, Tow; Q, "'o "0" V^QA, A 700 y LAC, Ego , , V_ I f I EWA xy,j ..nn-,mit W ............ B S F7 R E D S, 11 E C 1 r cli 0 r 0 5 n An pe n J1 i I I 31,111"I"Ill'! x T r e �,tt 00 ..... ... I . NI K Of ps g N Flo, z igg Chi t b I AnANI" NO E3011. Oslo, Im I'S' 8S SS Al LWA !Poo W' M I ""Igo 41% , 'eI:'1"1'111 '_ I ''I , dt","",- 'a i"I", 1B Aug 0 .4"-AT" not to A Fish: . . . . . . . . . . . . . Q A, I AWFmv row', Y" J 0 h a Iwo P4010 Due: A jMA ox .13c, i R E N [C." A, C 1"] R Ix'" 1-1 P 19E. A T 1c.' N rc: 1:1 SH' 110 CA IIE 1! "S re oft) tri to 1 1* n A 4, 11 d i x INS 1 0"11,111 VIC VT W Iq 0 1 liq 1� 0 AA N! U N I `FY �,r d ti'd 0 1, uwi' nor 0. d wlgq P t_�'AN NI D`1,,1, T( vi t) F T 1-1 i t 1411; 1A rill Z117 i w JA I 1� jig' I IN k"I'l If fill: Ou U? n i On t rni 1; t, r tit 7 Omtnon Name Coo Ful It i o n: U.0131RCIAk"I"104. Fish �ind 'vV',,!c, Sa ry i cn d", 01101"yyy Op a Wa P,z' i J Riil�`l� I ENTI AL SYC)RA(711: Exishng Active act. PO 14telstial Amin: 10, 1 ONS: Is Inti-A c QN t, r in Y A 1,Jj ._I� (":i, IJ qp I G E2 N P, 171 Ah 1__ 0 EE FIV A I ijUd.1 I LIA/ VA E 17 Is U tot cl 115 f1i v k t ir W 'Su 1,�,,�o­ S ji'l Cku 11 so -11 E A1.1U.AVfr,)N SUMP01116"71Y. Viva r, 1014jr: rU;xc)f1 jx?c3rjqjp3 potential, wattor quahl)i, pwtontial for cateuWas sttov".Jrl biahlw- VVithin ench category thte date irvnnz irvaduatzNJ to produco nuniericad v,,,duas, Cornpfrisite in Rah"istreallil., 8911'1�MXIWS val lies Or aw% vat wWory vveoi,,, In o0or to cwnparrw each wathind 0 Whor watleuids W its sukybiIzin anti in King Cotsmy. ria reswit af i �ul ku!"j'y'., ctuialit)j of habint, abundance and divarsitIr ca lift e thot cumpormoi wus m vircmatile rairS. nis p9rciuiti. x is expresswati w 'A scalt' 0f one 11tandred and intolicates Lhe parcant of wethincis t1jalt s4;c,;iir0,,J 11/J A"I", aquad to Inv but,10, tholt joafticuld, sitia. For c,).A&rnj.Agq, a pot,comtilu ranlc tot 00 under sub-baishirneans t1wit the wzatk,�ndarcoroicl acilital t<) tl,)rbo,,ttvr than parwit of ad, ttati lvvlil iirli the suls-busin for theat tavaluatint"I N(,,,)TE: 'The iven tile rawksisru valid orill, waithiel 1,11v 111dit'"AN EIR 1, dhiellaity and ,4 witJ uAruwAIMAI(I `04§00 Woil, livalkintion ano z"ife Iidol,1y for refc,,,renom) ancl caivipairioun. ag NMI i5l 01 3 :2 n"I"), 4", K gl, a I n "s 0 r "'In Vd3 tot birds 0t I'T 9 `2 mill R= Ig" Euch watland wati ossigned ona of threa possible vyindand ratioigs. 'The yqvilland roil by wg,�� I' ining 0111 xotel 0f M8100110! inventary towsh, slNecific date or perc,"ntilIt., "af-0�:s b"I Kidividwd evolwWorl incitaccuia, nie criteria tit, ; to mign tht � i,�W ps ""'i dascribeid in the Flof aw% raining 6o.l f ff,)r nw. )Palant In w JjjC1A1,t t0 VVIdI4101CIS Wadfti t)j0f;Mr0tj, X �,,m l idkIII,) N n cis eare intenoWd W assi:tt in carrying 4 c Ung Couny's 10, Jvwat 1:01olance -,vi�-id o0var 1HAVies. NOW "Cluicialb"i. for Kino Wunry VWwww", U, . .... .. . .... .. .. . . . . . ..... . ""k I W111 W a 1ZZggilAQlZ== lill 11110,111", Ell 196 1111 I C 9 M-, AM mm?"W", QW a no M==.W==MWM==W mammmewwowanOwl'o 'I'M W il�g,,,%, M .1 ,q tA dvt T 1) 1E G M IE D p" . . . . . . .... Ng Eg, t,Egt, 4' "U", *N"Un't", Qi,�, Q, ii�, 70 lll 0 11, V C� P I DA T F cz! U R V Es RS CHRICKED .. . . .. . . 4, t bf ZIN1111ml mum W� 1­111'�Mlofgw wMap m r0%I4I&,A1Itg1 P. 0. 103 1 g'I DRM N /A A ID Of lk 01f 1E ED C K t) PUYALLUP 845-8833 4 0 K F 0 R A N K F. N I N1 Law or 0 '00 Rkrer 2 1 �4rp'l k�, 4 Lower Paget Sound Hylebm; C in e 0; 4 11 39 Who WMI Crook 10 9 1 :3 17 JV I 4ft i cite; VIA: 15 Y", T 2 0 AABa PN 0 ...41 ........... 1 NC. and ENIGINEERS PUYALLUP WA. 98371 SEATTLE 838-3474 Ilylebos 7, wyet ordrif) to F ""`77777-77 K 1_j 0- Ell P 'T, ll�k tI cap, '5 A, 0 'E 49 A,, City (A /�REA NOT INCLUDEC) > W F u 0 a A tk, S tar U1 u" S 2 7 2 ST FIE EIT A; 4", AP A �A, M Sy it Ijj� y1w Ti: T Aq AV ton Ga nx 01 'Y W, 1 " "y " Wig ?A v S 7011? q,, yvs q,, "In - - NOT i�ig 1. 1, ful, "Ply j� Igo 7. MQ JI �x -loan X 44­610? 6 Redloiido �J;5'1 7,,tvi tv W jW41 Mill W Al 5;0 Wilt I P/ �g -r S T R E E T T, iio'o it it x/ 2 1`3 -1- H S, T 45. A�. J J, QR Or MU A /7, V V It, P�, n5ed Z' 0 N E 01 R" < 3 2 T PH S T R EE EE 'r, W &0, Fediir-,ra! Woiy M!l j, A > < C, lit ST R E E! IT A x A s R 1 l,I Owl', fR, EH _41 tot A WWI` ,ell k owns NIv AX, a J Q N ET C A 10 S 336TH) STFP 6 x? t z S sm e �Iq , th ki ZU1 V L. PA 5 J, a d A 001 1 Is� E A C 54 E' g c MCA, y 1, st ("l6g 1 NA MET :31:1 NO D S T VILL MAIN, W. ... I. ... 001 Who 00 11, "w) Y "Y" "V/1 t oh 7 18 V VR) 10�ri /._1 7A / NAG, E` WA, Y D K E Y 'T (0 'It, r lkl I " I If W_­Ypar Flood, .. . .. ... Zone Desi9mvions" tlk!nh 0 wisn"M Al"I"", R, 12/2,174 0 1 01� �l .......................... I 5 3* Y e F o u n dlta r v I, z, %'W11 flewdon In NOW Lase Howl i"Jevation In VC-r? 99 11) Wi cre Uniforp, Wit"hin Ele'vation Rtlerencer Nlti iVer "Referenced it) Me SAW Geodc1h WrlicA Daturn of 1909 E X 1, 1. IA% N A T I i)kj 97 1 1 Z 0 N EE E X 1"I'L A N A "TH N A r e a s n f I Wt y c a r f I () o d ; b �, %,r 111 o o d o�, I i o t a n (I 1`100c] �Iazxcj Wiwi nol No-uldrICT A0 A­x (if 100-yeAr OINK Nodiar wilerr 2 % W t Vi M 0 nC ( I ) c�wi iJ t ": v c ( 3) f , I I ; av c i aMv o c go 1 n ol imindation art, bown, bu! flu HOW havard fawnn, WC (jeternlirmh A FH Areas (A 10(hyeAr sliallow f1vigiding %khvre du&n are 1"ptymn 0, 0 (1) ano Wrry 0) Wel; haW 010(i 1 ovationt, ,re whown, but no nwJ MAN twon) aic dwarrydned. W 400 Areas of 101year f1mi; Aw Nod 0-vatkin; ar"I 11cioci fac tors & tcrnw­v(� A99 Areas of I(Wwar fhoc! to) ok protected its flo(& It> TrOurl sykieni undcr consouvZon; basc f 1 ow! t�,I_vations anc flood hazard faclori not detemvic? &Van ing wiv: average depOs WN, Won onc I ) fool or hCre We (nmidWiling drainagc arc; is hoss than oriv square We; or weas from the tila%e flood. (Meditirn shiacbri,j) Arcas of rninirnai flovd"i& (0, shadkiij Aredn Of LHICHerruMM, but ww1ble, fload tmw�ir&,, Arcob of 104�,Car flood with velocity Ww"., a. 001! 1, hw,,� flokul V10%nowlN and flood W11.1rd 00011) nul citurminvd, V 1 - %13 G Arcias ol, 100-,,,,,var coasial fll�od' vvhii (Yg'll`10,,l(, auion); base fluml chnahuns anti Wood Win.,& h0ar,', kwain areas not in We special flood haia"I arcas (zones A and %V) Puy be r)roteclecl by MAKI COMY01 SHUCILIHA. Iths rnal) is for Hum! insoranue Inirfmses only; it does not neces- S110%V ;T arealt Stit#0 10 000CUrIg itl WC COUIrIlUrdly of all [AZINHICIN fW&JUS (WhitIC f;pC(J,,iI flood il,l/ard For adjoining rnap jwelq see se;)arately [Wriled Inde% I n h0p flarnu',. mrml, 1DL1',4T1f'1C,' � iON JAYMMAY 170 197103 CONVERSiON TO RL�(,UL,AR 'f)R1�0Gi:,t',AN1 S E F'T E M B E R 2 4), 19 ? 8 Refer In IQ CONVENUN I () M GUL AR PROGRAN! (01k: Owson on his map to drtwilibic w0r) Wwhal rates 0A tO "ww"wrus in the mnv% whetu tAmnionA, ot dejOis havv: ben), C1101,11 rieti. To ilitnindric if hood 05,00rIL.0 is available in this conmIL1101', ContijCj y(jin insurmw ,�Cnl, (11 L0 01- 0000rial F006 WISLm Nowarn at (800) 670,4620, to (800) 401-1=2, 011 0, 0 ) "I N .,.,I 7 - yuj) R Eli "Ara H 10) - I D A If EE' ... jg,v�zi g�m,,W� gp tv" on imis ;,;a S. p ","'gggg, V,,, go .. . . .. . �gpq,, g", �.., }�. u a sm�c;� ; � ,r � ii � � "'��" s 4ha���: �s s, �'� �, ' a� , R � a. ' � s ������������ �,-a s �#�'>:,... � i,. 0 WIN., I MI'll _0 OVia, °"� >n ,:�' `'�:�,,. «+�:��» � �"�' ��4 ryy lul, PARKING COUNT: 480 TOTAL -lo- STALLS COMPACT = 120 STALLS (25% of TOTAL) 5r.4 GRAPHIC SCALE 25 50 100 IN FEET 1 Inch we 50 fto KC# II \, IINAV kAMI 1?',) I)W(- III t) I '�',('Al I I" - r i w w" v,y itu i'1 4 w s, c ti ra} rw < a.+ 1 r r 9 � 1 µ al ,� "' �fa .�r =A p l a 3 4 d 1 x yir I�