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Dole.,1082NG $carteKopOeunryRAW -PmMlyWorntafon(hMp:JAvww.melmkrgtvlM&ANP) -- A .. r A Rni 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 + HEATH & ASSOCIATES, INC. WEHRMAN PLAT TRAFFIC IMPACT ANALYSIS KING COUNTY, WA Prepared for: Chris Austin Trinity Land Development 310 29th St NE Puyallup, WA 98373 Transportation and Civil Enginee Exhibit No, Item No. Received L King County Hearing Examiner i� JA�1 i 7 ZOO K,C., a,D 1=.S: MAIN FILE COPY NOVEMBER 2005 G093 ZC/) �66' 2214 Tacoma Road • Puyallup, WA 98371 • (253) 770-1401 • Fax (253) 770-1473 ' WEHRMAN PLAT TRAFFIC IMPACT ANALYSIS 1 1 TABLE OF CONTENTS ' I. II. Introduction..................................................................................................................3 Project Description.......................................................................................................3 111. Existing Conditions......................................................................................................3 ' IV. V. Future Traffic Conditions.............................................................................................9 Conclusions and Mitigation........................................................................................19 1 Appendix LIST OF TABLES 1. Existing Level of Service.............................................................................................8 2. Trip Generation..........................................................................................................10 3. Future Level of Service..............................................................................................1 S LIST OF FIGURES 1. Vicinity Map & Roadway System................................................................................4 2. Site Plan.................................................................................................. 5 3. Existing Peak Hour Volumes.......................................................................................7 4. Trip Distribution & Assignment (No Southerly Connection)....................................11 5. Trip Distribution & Assignment (With Southerly Connection).................................12 6. Pipeline Volumes (No Connection)...........................................................................13 7. Pipeline Volumes (With Connection)........................................................................14 S. 2007 Peak Hour Volumes Without Project................................................................15 9. 2007 Peak Hour Volumes With Project (No Connection).........•...............................16 10. 2007 Peak Hour Volumes With Project (With Connection)......................................17 WEHRMAN PLAT TRAFFIC IMPACT ANALYSIS I. INTRODUCTION This study serves to investigate traffic impacts related to the accesses of the proposed Wehrman Plat residential project. The primary goals of this study concentrate on the assessment of existing roadway conditions and intersection congestion, forecasts of newly generated project traffic, and estimations of future delay. Preliminary tasks include the collection of roadway information, road improvement information, and peak hour traffic counts. A detailed level of service analysis of the existing volumes is then made to determine the present degree of congestion on the network. Based on this analysis, forecasts of future traffic levels on the surrounding street system are determined. Following this forecast, the future service levels for the key intersections are investigated. As a final step, applicable conclusions and possible mitigation measures are defined. ' II PROJECT DESCRIPTION The proposed development consists of 35 single family detached housing units located in ' unincorporated King County just south of the City of Renton. The project site is located at the east end of SE 188th Street, on the south side. Access is to be provided by an internal plat street that connects to the end of 188th Street in a right angle turn. A southerly connection to the Fleuve des Voiles plat is possible, providing access through the plat to SE 192nd Street. Nearby land uses are primarily residential, with some commercial further to the west. Figure 1 on the following page shows the site location and roadway map while Figure 2 shows the site plan and access configuration for the site. IIII EXISTING CONDITIONS ' A. Surrounding Street Network The street network serving the proposed project consists of a variety of roadways. ' Primary streets serving the site are two-lane arterials and multi -lane major arterials. Characteristics for most roadways vary with respect to lane widths, grades, speeds, and function. Differences are based on specific roadway designations and proximity to major employment areas to the north. The major roadways and arterials surrounding the site are listed and described below. ' SE 188th Street is an east -west local road that borders the north side of the project. The posted speed limit is 25 mph across the project site. No center stripe is provided, while 1 1 N T-sv WFIBUd" PROPERTY L am. x rortrloH of of sw v4 of eEc.'IT Yi TowWg" r1 aE v �Nrf s wu rKMcClln7. wASMNa7oH t I. I` � ;�l ti l l I i TAKE FECIFEAWNSPACE TIRE � l 1ILOT{ fy1•r yl...l e =:. 0 i i Illy 71 r 1 I I ! i e TnwcT TAaF `� ��11 1 11 l J J }r"1 1 !. .. if ►�e� 1�\��\�`t�� r 111 I I 1 j y� � � � � 1 y� �� .�..��.� _`�� 711115 w.rr—..�...x,...,..r....�.. o i 1 lr,lf..t,. �� o � e� • _ —� 1 I I I 1 ly' Wf-HRMAN PLAT HEATH & ASSOCIATES, INC Transportation and Civil Engineering 51TE PLAN FIGURE2 ' total roadway width is 20 feet. Shoulders are 2 to 4 feet wide and composed of grass/gravel. Grades are generally in the 0 to 5 percent range. ' 120th Avenue SE is a north -south local road which lies to the west of the site. The posted ' speed limit along this roadway is 25 mph. Total road width is 19 to 20 feet, with no center stripe. Shoulders are comprised of grass/gravel and are 3 to 5 feet in width. Grades are level to rolling with slopes of 0 to over 10 percent. iSE 192nd Street is an east -west, principal arterial that lies to the south of the site. The posted speed limit is 40 mph and lane widths are 11 to 12 feet. Roadway terrain is rolling with slopes up to roughly 10 percent. Surface material consists of asphalt concrete. 1 Shoulders are generally 3 to 6 feet wide and paved. ' B. Roadway Improvements King County has targeted the SE 192nd St & 124th Ave SE intersection for signalization ' due to safety concerns. Project 401004 includes signalization, construction of a westbound left turn lane, and pedestrian improvements. The other nearby project is project 401595, which calls for widening of SE 192nd St from Benson Rd to 140th Ave SE, and includes pedestrian and intersection improvements. C. Peak Hour Volumes ' Field counts for this study were taken during the evening peak period between the hours of 4 PM and b PM. The morning peak period of 7 AM to 9 AM was also targeted for analysis. These peak hours generally represent the worst case scenario for residential developments with respect to traffic conditions. This is primarily due to the common S AM to 5 PM work schedule and the greater number of recreation and shopping trips ' associated with the late afternoon period. Shown in Figure 3 on the following page are the weekday PM peak hour volumes for the ' intersections of 120th Ave SE & SE 188th St, and 120th Ave SE & SE 192nd St. Additionally, an AM peak hour count was taken at the 120th Ave SE & SE 188th St ' intersection as directed by King County. ADT volumes for most roadways are available from the King County Traffic Division. D. Level of Service Description Existing peak hour delays were determined using the Highway Capacity Manual. Capacity analysis is used to determine level of service (LOS) which is an established measure of congestion for transportation facilities. LOS is defined for a variety of facilities including intersections, freeways, arterials, etc. A complete definition of level ' of service and related criteria can be found in the HCM. The methodology for determining the LOS at signalized intersections strives to determine the volume to 1 capacity (v/c) ratios for the various intersection movements as well as the average control i] F i N WEHRMAN PLAT HEATH & ASSOCIATES, INC EXISTING PEAK HOUR VOLUME5 Transportation and Civil Engineering FEGURE 3 1 7- L F- L delay for those movements. Delay is generally used to measure the degree of driver discomfort, frustration, fuel consumption, and lost time. Control delay, in particular, includes movements at slower speeds and stops on intersection approaches as vehicles move up in queue position or slow down upstream of an intersection. Aside from the overall quantity of traffic, three specific factors influence signalized intersection LOS. These include the type of signal operation provided, the signal phasing pattern, and the specific allocation of green time. The methodology for determining the LOS at unsignalized intersections strives to determine the potential capacities for the various vehicle movements and ultimately determines the average total delay for each movement. Total delay is described as the elapsed time from when a vehicle stops at the end of a queue until the vehicle departs from the stop line. Average total delay is simply the mean total delay over the entire stream. A number of factors influence potential capacity and total delay including the availability/usefulness of gaps. The range for intersection level of service is LOS A to LOS F with the former indicating the good conditions and the latter indicating the worst conditions with heavy control delays. Detailed descriptions of intersection LOS are given in the 2000 Highway Capacity Manual. Existing LOS is shown in Table 1. Level of service calculations were made using the computer analysis program known as HCS 2000 which follows unsignalized analysis procedures found in the Highway Capacity Manual. Refer to Chapter 17 of the HCM. TABLE 1 Existing Level of Service Intersection Control Geometry LOS Delay 120th Ave/ 188th St Stop Westbound A 8.8 (AM) Eastbound A 8.8 Northbound A 7.3 Southbound A 7.2 120th Ave/ 188th St Stop Westbound A 9.1 (PM) Eastbound A 9.2 Northbound A 7.3 Southbound A 7.3 120th Ave/192nd St Stop Northbound C 15.5 (PM) Southbound C 22.9 Eastbound A 7.9 Westbound A 9.7 As shown in the table, existing delays are low for the primary 120th Ave/ 188th St intersection during the morning and evening peak hours. The 120th Ave/192nd St intersection has somewhat higher delays at LOS C for the northbound and suthbound approaches during the PM peak hour. 8 i E. Non -Motorist Traffic Volumes Observations for pedestrian and bicycle active were made at several road segments P Y activity � ' serving the site. Little non -motorist activity was noted during peak hour counts and during other visits to the area. Based on the location of the proposed development in relationship to areas which might attract non -motorist traffic, only minor pedestrian and bicycle traffic would be expected along the area roadways. Non -motorist amenities are not currently provided in the site vicinity. F. Sight Distance As directed by King County, an examination of the key intersection of 120th Ave SE & i SE 188th St was made to determine whether adequate entering and stopping sight distance is provided. in accordance with King County standards shown in Table 2.1 of the King County Road Standards, a minimum entering sight distance (ESD) of 430 feet and a minimum stopping sight distance (SSD) of 200 feet is required for a 30 mph design speed. Grades at the 120th Ave & 188th St intersection are generally level except for the southbound approach on 120th Ave with a grade of over 10 percent. As SSD adjustments are required for negative grades but not positive grades, the SSD minimum would remain at 200 feet for the southbound approach but would be increased for the northbound lane of 120th Ave away from the intersection. From interpolation of King County standards, an additional 40 feet of SSD would be required for the northbound movement leaving the intersection. Based on field reviews, adequate sight distance is provided. SSD on the north leg of 120th Ave was measured at 240 feet, while SSD on the south leg was ' measured at 420 feet. ESD from the minor street approach of 188th St from the east was clear through the sag vertical curvature to the north, with ESD greater than 700 feet. Sight was maintained through the sag point roughly 450 feet to the north. A power pole on the northeast corner of the intersection was a minor hindrance. ESD to the south was approximately 700 feet. iAs the project would be located on an extension of SE 188th Street beyond the current dead end, stopping sight measurements could not be made for the new extension. Beyond i the dead end towards the east is a large negative grade. Adequate stopping sight distance must be provided for the new SE 188th Street extension. IIV_ FUTURE TRAFFIC CONDITIONS ' A. Trip Generation Trip generation is used to determine the magnitude of project impacts on the surrounding ' street system. This is usually denoted by the specific number of trips, which enter or exit a site during a designated time period. Generation data was taken from the well-known Institute of Transportation Engineers publication Trip Generation, Seventh Edition. The i specific land use for this site was Single Family Detached Housing under the designation of LUC 210. Table 2 gives a summary of project traffic for the 35 units. Average Daily Traffic and AM and PM peak hour volumes are given. TABLE 2 Trip Generation 35 Single Family Units Time Period Volume AWDT (est) 335 vpd AM Peak Inbound 7 vph AM Peak Outbound 20 vph AM Peak Total 27 vph PM Peak Inbound 22 vph PM Peak Outbound 13 vph PM Peak Total 35 vph As shown in the table, more trips are expected to be generated in the PM peak hour. The inbound/outbound split for the AM peak hour should be 25 percent entering and 75 percent exiting. The inbound/outbound split for the critical PM peak hour is expected to be roughly 63 percent entering and 37 percent exiting. B. Trip Assignment and Distribution The destination and origination of future project traffic primarily dictates how trips will disperse at nearby intersections. Trips generated by the project are expected to follow the general pattern shown in Figure 4. The distribution is based on distributions for other new projects in the area. Note that Figure 4 assumes no southerly connection through the adjacent Fleuve des Voiles plat to the south. Figure 5 shows the expected distribution with a southerly connection through Fleuve des Voiles in place. Easterly and southerly project traffic would be expected to use the connection if available. C. Future Traffic Volumes The owners of the project anticipate a completion date for the build out of this project by 2007. Therefore, 2007 was used as the horizon study year for a 2 year forecast_ Future 2007 traffic volumes without the project were derived by applying a 3 percent annual growth rate to the volumes of Figure 3. This estimate of growth was previously specified by King County for this vicinity. The pipeline projects of Fleuve des Voiles and Cogger were considered for future volumes. The distribution of these projects would also be affected by the presence of a connection through Fleuve des Voiles to the Wehrman Plat. Figure 6 shows the pipeline volumes with no connection, while Figure 7 shows the expected pipeline volumes with the connection in place. 2007 intersection volumes 10 L N 9-1101 P JS HLol4 1 O% 0 -► sroP 111---0 °--tr'�� 0 0 0 WEHRMAN PLAT HEATH & ASSOCIATES, INC Transportation and Civil Engineering INBOUND: 7 VPH OUTBOUND: 20 VPH PM PEAK HOUR TRJP5 INBOUND: 22 VPH OUTBOUND: 13 VPH TRJP D15TRIBUTION # A551GNMENT (WITH 50UThERLY CONNECTION) FIGURE 5 1 1 Cl IIVEHRMAN PLAT HEATH & ASSOCIATES, INC PIPELINE VOLUME5 Transportation and Civil Engineering (NO 50UTHERLY CONNECTION) FIGURE C. 1 1 1 1 1 1 ;�� INEHRMAN PLAT HEATH & ASSOCIATES, INC MFEllNE VOUlME5 Transportation and Civil Engineering (MTti 50UTHERLYCONNECTION) FIGURE 7 I q WEHRMAN PLAT HEATH & ASSOCIATES, INC Transportation and Civil Engineering 2007 PEAK HOUR VOLUME5 WITHOUT PROJECT PIGUKE 8 I 1 N WENRMAN PLAT HEATH & ASSOCIATES, INC 2007 PEAK HOUR VOLUMES WITH PROJECT Transportation and Civil Engineering (NO 50UTHFPLY CONNECTION) FIGURE 9 1 1 u 13 P�1C l0 866� SfUP 4--190 O 141 f 0 0 0 2 WEHRMAN PLAT HEATH & ASSOCIATES, INC 2007 PEAK HOUR VOLUME5 WITH PROJECT Transportation and Civil Engineering (WITH 50UTHERLYCONNECTION) FIGURE 10 1 without the project (background growth and pipeline trips only) are given in Figure 8. This figure is based on the assumption of no connection. 2007 volumes with project ' traffic included are shown in Figures 9 and 10, for the scenarios without and with the connection, respectively. ID. Future Level of Service ' The results of the future level of service analysis are given in Table 3 shown below. These results were again determined using the intersection analysis program HCS-2000. ' As shown in the table, the 120th Ave & 188th St intersection would be expected to have LOS A delays for all approaches during both the AM and. PM peak hour and without or ' with the southerly site connection to 192nd St. The 120th Ave & 192nd St intersection shows LOS C and LOS D delays for the northbound and southbound approaches by 2007 without the project. Similar delays would be expected with the addition of project traffic. However, if a southerly project connection is assumed, delays for the southbound approach should drop to LOS C. 1 E. Left Turn Lane Warrants ' For this impact study, procedures described by the WSDOT Design Manual Figure 910- 8a were used to ascertain left turn lane requirements on SE 192nd Street at 120th Avenue SE. Assessments were made for the PM peak hour for the scenarios without and with the southerly project connection in place. The results of this assessment indicate that a left turn lane would not be needed on 192nd Street at 120th Avenue without or with the ' southerly project connection in place. Summaries of the results with the WSDOT charts are given in the appendix. IV. CONCLUSIONS AND MITIGATION ' The Wehrman Plat project is a 35 single family lot subdivision located on the east end of SE 188th Street in unincorporated King County just south of the City of Renton. Roughly 335 daily trips would be created on a typical weekday of which approximately 35 trips are expected into and out of the site during the PM peak hour. During the AM peak hour, 27 total trips are expected to be generated. Primary access to the project would he via an internal road connecting to the end of SE 188th Street, however, a southerly connection to SE 192nd Street through the Fleuve des Voiles residential project may also be provided. ' Mild traffic volumes currently exist on 120th Avenue SE and SE 188th Street, with moderate volumes on SE 192nd Street. Current delays are low for the 120th Ave/] 88th ' St intersection, while the 120th Ave/]92nd St intersection has some LOS C delays. Future roadway improvements in the vicinity include signalization of the 124th Ave SE & ' SE 192nd St intersection. Pedestrian/bicyclist traffic is currently minor during the morning and evening peak hours. Sight distance at the 120th Ave & 188th St intersection should be adequate despite some vertical curvature and high grades on the north leg of ' 120th Avenue. Future delay conditions in the area are outlined in Table 3. Based on the LOS analysis ' results, the intersections studied are expected to have some increases in delays due to project traffic. Southbound delays on 120th Ave at 192nd St may increase to LOS D by the 2007 horizon year, but should drop to LOS C if a southerly project connection to ' 192nd Street is provided. Left turn lane warrants for 2007 with the project would not be met for Central Valley Road at the project entrance without or with the southerly connection in place. 1 19 Based on the above, the following mitigations are identified for the Wehrman Plat project: ' Provide contribution towards the King County Mitigation Payment System. Wehrman Plat is located withing zone 342, which has a $3765 per residential single family unit cost. The mitigation fee would therefore be 35 units x $3765 = $131,775, Provide adequate stopping sight distance on the easterly extension of SE 188th Street. ' No other mitigations are identified. 1 20 1 1 11 WEHRMAN PLAT TRAFFIC IMPACT ANALYSIS APPENDIX 21 ILEVEL OF SERVICE ' "The following are excerpts from the 2000 Highway Capacity Manual - Transportation � P P ' Research Board Special Report 209. Quality of service requires quantitative measures to characterize operational conditions Q Y q q p within a traffic stream. Level of service (LOS) is a quality measure describing operational conditions within a traffic stream, generally in terms of such service measures as speed and travel time, freedom to maneuver, traffic interruptions, and comfort and convenience. Six LOS are defined for each type of facility that has analysis procedures available. ' Letters designate each level, from A to F, with LOS A representing the best operating conditions and LOS F the worst. Each level of service represents a range of operating conditions and the driver's perception of those conditions. ' Level -of -Service definitions The following definitions generally define the various levels of service for arterials. Level of service A represents primarily free -flow operations at average travel speeds, ' usually about 90 percent of the free -flow speed for the arterial classification. Vehicles are seldom impeded in their ability to maneuver in the traffic stream. Delay at signalized intersections is minimal. Level o service B represents reasonably unimpeded operations at average travelspeeds, f P Y p p g usually about 70 percent of the free -flow speed for the arterial classification. The ability to maneuver in the traffic stream is only slightly restricted and delays are not bothersome. Level of service C represents stable operations; however, ability to maneuver and change lanes in midblock locations may be more restricted than in LOS B, and longer queues, adverse signal coordination, or both may contribute to lower average travel speeds of ' about 50 percent of the average free -flow speed for the arterial classification. Level of service D borders on a range in which small increases in flow may cause substantial increases in approach delay and hence decreases in arterial speed. LOS D may be due to adverse signal progression, inappropriate signal timing, high volumes, or some combination of these. Average travel speeds are about 40 percent of free -flow speed. ' Level of service E is characterized by significant delays and average travel speeds of one- third the free -flow speed or less. Such operations are caused by some combination of adverse progression, high signal density, high volumes, extensive delays at critical intersections, and inappropriate signal timing. 1 22 1 Level of service F characterizes arterial flow at extremely low speeds, from less than one- third to one -quarter of the free -flow speed. Intersection congestion is likely at critical signalized locations, with long delays and extensive queuing. These definitions are general and conceptual in nature, and they apply primarily to uninterrupted flow. Levels of service for interrupted flow facilities vary widely in terms of both the user's perception of service quality and the operational variables used to describe them. For each type of facility, levels of service are defined based on one or more operational parameters that best describe operating quality for the subject facility type. While the concept of level of service attempts to address a wide range of operating conditions, limitations on data collection and availability make it impractical to treat the full range of operational parameters for every type of facility. The parameters selected to define levels of service for each facility type are called "measures of effectiveness" or "MOE's", and represent available measures that best describe the quality of operation on the subject facility type. Each level of service represents a range of conditions, as defined by a range in the parameters given. Thus, a level of service is not a discrete condition, but rather a range of conditions for which boundaries are established. The following tables describe levels of service for signalized and unsignalized intersections. Level of service for signalized intersections is defined in terms of average control delay. Delay is a measure of driver discomfort, frustration, fuel consumption and lost travel time, as well as time from movements at slower speeds and stops on intersection approaches as vehicles move up in queue position or slow down upstream of an intersection. Level of service for unsignalized intersections is determined by the computed or measured control delay and is determined for each minor movement. Signalized Intersections - Level of Service Level of Service A B D E F Control Delay per Vehicle (sec) :510 > 10 and !s; 20 > 20 and s35 > 35 and :5 55 > 55 and < 80 > 80 1 23 F L I� 1 1 Unsignalized Intersections - .Level oj'Service Level of Service A C D E F Average Total Delay per Vehicle (sec) <-10 > 10 and � 15 >15and :s25 > 25 and �05 > 35 and s 50 >50 As described in the 2000 Highway Capacity Manual, level of service breakpoints for all - way stop controlled (AWSC) intersections are somewhat different than the criteria used for signalized intersections. The primary reason for this difference is that drivers expect different levels of performance from distinct kinds of transportation facilities. The expectation is that a signalized intersection is designed to carry higher traffic volumes than an AWSC intersection. Thus a higher level of control delay is acceptable at a signalized intersection for the same level of service. A WSC Intersections - Level of Service Level of Service A B C D E F Average Total Delay per Vehicle fsec) S10 >10and �15 > 15 and <25 > 25 and :s35 > 35 and :� 50 > 50 1 24 Summary of Trip Generation Calculation For 35 Dwelling Units of Single Family Detached Housing November 10, 2005 Average Standard Adjustment Driveway Rate Deviation Factor Volume Avg. Weekday 2-Way Volume 9.57 3.69 1.00 335 7-9 AM Peak Hour Enter 0.19 0.00 1.00 7 7-9 AM Peak Hour Exit 0.56 0.00 1.00 20 7-9 AM Peak Hour Total 0.75 0.90 1.00 --2-fi-27 4-6 PM Peak Hour Enter 0.64 0.00 1.00 22 4-6 PM Peak Hour Exit 0.37 0.00 1.00 13 4--6 PM Peak Hour Total 1.01 1.05 1.00 35 AM Pk Hr, Generator, Enter 0.20 0.00 1.00 7 AM Pk Hr, Generator, Exit 0.57 0.00 1.00 20 AM Pk Hr, Generator, Total 0.77 0.91 1.00 27 PM Pk Hr, Generator, Enter 0.65 0.00 1.00 23 PM Pk Hr, Generator, Exit 0.37 0.00 1.00 13 PM Pk Hr, Generator, Total 1.02 1.05 1.00 36 Saturday 2-Way Volume 10.10 3.68 1.00 354 Saturday Peak Hour Enter 0.51 0.00 1.00 18 Saturday Peak Hour Exit 0.43 0.00 1.00 15 Saturday Peak Hour Total 0.94 0.99 1.00 33 Sunday 2-Way Volume 8.78 3.33 1.00 307 Sunday Peak Hour Enter 0.46 0.00 1.00 16 Sunday Peak Hour Exit 0.40 0.00 1.00 14 Sunday Peak Hour Total 0.86 0.95 1.00 30 Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003. TRIP GENERATION BY MICROTRANS Heath & Associates Inc. 2214 Tacoma Road Puyallup, WA 98371 C:rnifnc Prinla'4_ I 1-hiff-4 File Name : untitled2 Site Code : 00002505 Start Date : 11/08/2005 Page No : 1 120TH AVE SE 1$8TH ST SE 120TH AVE SE 188TH ST SE T Southbound Westbound Northbound Eastbound Start Time Ri ht Thru Left Right Thru Left Right Thru Left aR ht Thru Left Int. Total Factor 1.0 1.D 1.0 1.0 1.0 1.0 1.0 1.0 _ 1.0 1.0 1.D 1.0 07:00 AM 0 6 0 0 5 0 1 2 1 0 0 D 15 07:15 AM 0 2 0i 0 1 1 0 1 0 D 2 0 7 07:30 AM 1 3 0 0 0 2 0 3 0 2 0 0 11 07:45 AM 0 5 0 0 0 0 0 1 0 0 1 0 7 Total 1 16 0 0 6 3 1 7 1 2 3 0 40 08:00 AM 1 3 08:15 AM 3 4 08:30 AM 1 3 08:45 AM 2 3 Total 7 13 Grand Total 8 29 Apprch % 21.6 78.4 Total % 9.4 34.1 0 0 0 0 0.0 0.0 0 0 0 0 5 0 0 1 0 4 0 0 1 0 3 0 0 1 0 3 0 0 3 0 15 0 6 6 1 22 0.0 50.0 50.0 4.0 88.0 0.0 7.1 7.1 1.2 25.9 120TH AVE SE Out In Total ® 37 1 63 8 29 0 Right Thru Ldt ? 1 I`-► Th 1I812005 7:00:00 AAA 1/8/2005 8:45:00 AM Unshifted I r* Left Thru Ri M 2 22 1 ® Out In Tdal � 20TH AVE SE 0 0 0 0 1 0 1 3 0 0 0 0 0 1 0 1 1 1 1 4 2 3 4 4 8.0 27.3 36.4 36.4 2.4 3.5 4.7 4.7 9 17 8 11 45 85 1 Heath & Associates Inc. 2214 Tacoma Road ' Puyallup, WA 98371 File Name : untitled2 Site Code : 00002505 ' Start Date : 11/08/2005 Page No : 2 120TH AVE SE 188TH ST SE 120TH AVE SE 188TH ST SE ' Southbound Westbound Northbound Eastbound Start Time Right Thru Left opal Right Thru Left Ao a� Right Thru Left To at Right Thru Left To al ' Peak Hour From 07:00 AM to 08:45 AM - Peak 1 of 1 Intersection 08:00 AM Volume 7 13 0 20 0 0 3 3 0 15 1 16 1 1 4 6 Percent 35.0 65.0 0.0 0.0 0.0 1000. 0.0 93.8 6.3 16.7 16.7 66.7 08.15 ' Volume 3 4 0 7 0 0 1 1 0 4 1 5 0 1 3 4 Peak Factor High Int. 08:15 AM 08:15 AM 08:00 AM 08:15 AM Volume 3 4 0 7 0 0 1 1 0 5 0 5 0 1 3 4 Peak Factor 0.714 0.750 0.800 0.375 120TH AVE SE Out In Total 19 20 1 39 7 13 0 ' Rf It Thru Left o ~� o ntnn m � 4 c L 11t1=5 8:00:00 AM ? y Cim- O~ 11812WS 8:45:00 AM o w CA 5� r llnstrNed t I Left Thru Po ht '1 11 151 0 17 16 33 Out In Total 1 Int. Total 45 17 0.662 1 1 1 1 1 1 1 1 1 1 1 1 1 Heath & Associates Inc. 2214 Tacoma Road Puyallup, WA 98371 Groups Printed- Onshif -d File Name : untitled2 Site Code : 00002505 Start Date : 11/0212005 Page No : 1 120TH AVE SE 188TH ST SE 120TH AVE SE 188TH ST SE Southbound Westbound Northbound Eastbound Start Time R iYh-tT7TFu-F Leta Right Thee Left Right I Thru Left R' ht I Thru Left Int. Total Factor 1.0 1-01 1.0 1.0 kI 1.0 1.0 1.01 1.01 1.0 1.0 L0 1'0 04:00 PM 0 7 1 0 0 0 0 1 1 4 1 0 15 04:15PM 0 3 0 0 2 0 0 0 0 4 1 1 11 0430 PM 0 1 1 0 0 0 0 0 0 2 1 1 6 04A5 PM 0 3 1 0 0 1 3 5 2 2 1 0 18 Total 0 14 3 0 2 1 3 6 3, 12 4 2 50 05:00 PM 0 2 0 05:15 PM 1 6 0 05:30 PM 0 5 1 05:45 PM 0 1 1 Total 1 14 2 Grand Total 1 28 5 Apprch % 2.9 82.4 14.7 Total % 0.9 25.9 4.6 2 0 1 1 4 2 0 1 2 15 0 2 0 0 3 0 0 1 0 13 0 2 0 0 4 1 1 4 0 18 0 1 1 1 5 1 0 0 1 12 2 5 2 2 16 41 1 6 3 58 2 7 3 5 22 7� 13 10 5 108 16.7 58.3 25.0 14.7 64.7 20.6 46.4 35.7 17.9 1.9 6.5 2.8 4.6 20.4 6.5 12.0 9.3 4.6 12DTHAVE E Out fn Total 28 34 �] E 1 28 5 Right Thru Left i� T O �� F� fJorth o ^ N W i0 m r t1/2/2005 4:00:00 PM 4 =r S 1-V212005 5:45:00 PM ` na ik Unshifted O w no N� 1 T r Left -R. M It 7 22 5 ® 34 78 Out In Total JZQM AVE SE Heath & Associates Inc. 2214 Tacoma Road Puyallup, WA 98371 Start Time I Right I That Left ARP- I Ri h1 g Thru Left APR - Total Total 'eak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 Intersection 064:45 PM Volume 1 16 2 19 2 4 2 8 Percent 5.3 84.2 10.5 25.0 50.0 25.0 05:30 Volume 0 5 1 6 0 2 0 2 Peak Factor High Int. 05:15 PM 0&00 PM Volume 1 6 0 7 2 0 1 3 Peak Factor 0-679 0.667 File Name : untitled2 Site Code : 00002505 Start Date : 11/02/2005 Page No : 2 120TH AVE SE 188TH ST SE Northbound Eastbound Right Thru Leff Right Thru Left 4 16 5 25 3 7 2 12 1&0 64.0 20.0 25.0 58.3 16.7 0 4 1 5 1 4 0 5 04:45 PM 05:30 PM 3 5 2 10 . 1 4 0 5 0.625 0.600 120TH AVL- Out In Total C= 18 39 1 16 2 Right Thru Len •J 1 L. Th 712120054:45:00 PM 11MOO5 5:30:00 PM Unshirted 41 T F' Leff Vu, 521 461 Out In Total 120TH AVE SE Total 64 18 0.889 Heath & Associates Inc_ 2214 Tacoma Road Puyallup, WA 98371 Csrniinc Arintpd- llnchiftM File Name : untitled2 Site Code : 00002505 Start Date : 11/02/2005 Page No : 1 120TH AVE SE 192ND ST SE 120TH AVE SE 192NO ST SE Southbound Westbound Northbound Eastbound Siam Time R ht Thru Left Right Thru Left Ri ht Thru Left fti hk Thru Left Int. Total Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 04:00 PM 3 0 6 2 54 0 0 0 0 0 180 1 246 04:15 PM 1 0 1 0 76 0 0 0 0 0 163 0 241 04-30 PM 0 0 1 0 78 0 1 0 0 0 182 0 262 04:45 PM 1 0 1 5 57 0 0 0 0 0 189 3 256 Total 5 0 9 7 265 0 1 0 0 0 714 4 1005 05:00 PM 1 0 3 05:15 PM 3 0 3 05:30 PM 1 0 3 05:45 PM 1 0 3 Total 6 0 12 Grand Total 11 0 21 Apprch % 34.4 0.0 65.6 Total % 0.5 0.0 1.0 3 76 0 0 1 56 0 1 3 67 0 0 2 62 0 0 9 261 0 1 16 526 0 2 3.0 97.0 0.0 100.0 0.8 25.0 0.0 0.1 0 0 0 215 3 301 0 0 0 220 3 287 0 0 0 182 1 257 0 0 0 186 4 258 0 0 0 803 11 1103 0 0 0 1517 15I 21011 0.0 0.0 0.0 99.0 1.0 0.0 0.0 0.0 72.0 0.7 120TH AVE E Oul In Total 31 32 63 111 01 21 iZTM Thru Left Q Ug w Mwth o LO w �c N N vs t-►1 V212005 4:00:00 PM 4 z ! ~ 102005 5:45:00 PM rn N O M I i UnsFeRad N I F+ LeR Thru Ri h1 0 0 2 2 0 Out In Total 1 ZOTH AVE SE Heath & Associates Inc. 2214 Tacoma Road Puyallup, WA 98371 File Name : untitied2 Site Code : 00002505 Start Date : 11/02/2005 Page No : 2 120TH AVE SE 192ND 5T SE 120TH AVE SE 192ND ST SE Southbound Westbound Northbound Eastbound Start Time Right Thru Left App. Kpght Thru Left ApP' Right Thru Left APP- Right Thru Left APP- InlTotalTotal Peak Hour From 04.00 PM to 05.45 PM - Peak 4 of 1 Total - Total Total Intersection 04:30 PM ' Volume 5 0 8 13 Percent 38.5 0.0 61.5 5:001 D 3 4 ' Volume Peak Factor High Int. 05:15 PM ' Volume Peak Factor 3 0 3 6 0.542 9 267 0 276 3.3 96.7 0.0 3 76 0 79' 05:00 PM 3 76 0 79 D.873 2 0 0 2 0 806 9 815 1106 100. 0.0 0 0.0 0.0 98.9 1.1 0 0 0 0 0 215 3 218 301 0.919 04:30 PM 05:15 PM 1 0 0 1 0 220 3 223 0,500 0.914 120TH AVE SE Out In Trial 18 43 31 5 0 8 Right Thru Leif 1 4 rh 112QW5 4:30:00 PM 1P 2005 5:15:00 PM Unshifted � T r Left Thru Ri M 0 0 2 © 2 0 OW In Tofal f 20TH AVE 5E Performed EXISTING AM PEAK SE 188th Street TWO-WAY STOP CONTROL. SUMMARY I Year 126th Ave SE A SE 1881h pmersecuon unenratron: fvornn-aom IStudy Period hrs : 0.25 chicle Volumes and Adiusttnents "1 flalor Street Northbound Southbound ovement 1 2 3 4 5 6 L T R L T R olume Peak -Hour Factor, PHF 1 0.80 15 0.80 0 0.80 0 0.71 13 0.71 7 0.71 ourly Flow Rate, HFR 1 18 0 0 18 9 ercent Heavy Vehicles 0 — _ 0 _ _ edian Type Undivided T Channelized anes 0 1 0 0 0 1 0 0 onfiguration LTR LTR tfeam Signal 0 0 inor Street Westbound Eastbound ovement 7 8 9 10 11 12 L T R L T R olume 3 0 0 4 1 1 Peak -Hour Factor, PHF Hourly Flow Rate, HFR 0.75 4 0.75 0 0.75 0 0.40 9 0.40 2 0.40 2 ercent Heavy Vehicles 0 0 0 0 0 0 ercent Grade (%) 0 0 Flared Approach N N forage 0 0 RT Channelized 0 0 anes 0 1 0 0 1 0 onfguration 1 LTR _ LTR welay. Wueue Lenntn_ ane r_Pval nt service h NB SB Westbound Eastbound nt r 1 4 7 8 9 10 11 12 nfiguration LTR LTR LTR LTR 1 0 4 13 vph) 1600 1612 959 960 0.00 0.00 0.00 0.01 eue length r6% 0.00 0.00 0.01 0.04 Belay 7.3 7.2 8.8 8.8 A A Ach Delay proach LOS — — — _ 8.8 A 8.8 A Kignts Keservea HCS26w0 VmionUd Copyright 02003 Univmiry of FWkK All Rights Rescued Vasioo tld TWO-WAY STOP CONTROL SUMMARY General Information Site Information ---- Analyst Intersection 120th Ave SE & SE 188th St gency/Co. Jurisdiction Date Performed Analysis Year nalvsis Time Period roiect Description 2007 AM PEAK HOUR VOLUMES WITHOUT PROJECT West Street: SE 188th Street orth/South Street: 120th Aventae SE ection Orientation_ North -South Period hrs : 0.25 cle Volumes and Adjustments Street Northbound Southbound ment 1 2 3 4 5 6 [eak-Hour L T R L T R e 1 16 0 0 14 7 Factor, PHF 0.80 0.80 0.80 0.71 0.71 0.71 y Flow Rate, HFR f 19 0 0 19 9 nt Heavy Vehicles 0 — — 0 — .- edian Type Undivided T Channelized 0 0 ones 0 1 0 0 1 0 onfiguration LTR LTR stream Signal 0 0 inor Street Westbound Eastbound ovement 7 8 9 10 11 12 L T R L T R plume 3 0 0 4 1 1 eak-Hour Factor, PHF 0.75 0.75 0.75 0.40 0.40 0-40 arty Flow Rate, HFR 4 0 0 9 2 2 ercent Heavy Vehicles 0 0 0 0 0 0 ercent Grade (°,6} 0 0 fared Approach N N forage 0 0 T Channelixed 0 0 nes 0 1 0 0 1 0 onfiguration LTR LTR ;;,—ay,Queue Length. and Level of Service proach NB Se Westbound Eastbound Movement 1 4 7 l3 9 10 11 12 one Configuration LTR LTR LTR LTR (vph) 1 0 4 13 (m)(vph) 1599 1611 955 956 Ic 0.00 0.00 0.00 0.01 5% queue length 0.00 0.00 0.01 0,04 ontrol Delay 7.3 7.2 8.8 8.8 OS A A A A proach Delay — — 8.8 8.8 proach LOS — — A A Rights Reserved NC"SI000�K Version 4. ld 1 Copyright 02003 Uft erS ry of Flonda, All Rights Reamed Vwion4_Id TWO-WAY STOP CONTROL SUMMARY [General Information ISIte Information Year nalvsis Time Period 120th Ave 11' riled Descri tion 2007 AM PEAK HOUR VOLUMES WITH PROJECT NO CONNECTION astNVest Street: SE 188th Street orlhlSouth Street: 120th Avenue SE tersectlon Orientation: North -South to Period hrs : 0.25 ehicle Volumes and Adilittmantc 188th St a or Street Northbound Southbound ovement 1 2 3 4 5 6 L T R L T R alume 1 16 6 0 14 7 leak -Hour Factor, PHF 0.80 0.80 0,80 0.71 0.71 0.71 ouriy Flow Rate, HFR 1 19 7 0 19 9 Percent Heavy Vehicles 0 — .-. 0 edian Type Undivided T Channelized 0 0 anes onfiguraWn 0 LTR 1 0 0 LTR 1 0 Cream Signal 0 0 inor Street Westbound Eastbound o ment 7 8 9 10 11 12 L T R LN'4 T R aiurne eak-Hour Factor. PHF 19 0.75 4 0.75 0 0.75 42 0.4040 1 0.40 Hourly Flow Rate, HFR 25 5 09 2 ercent Heavy Vehicles 0 0 0 0 0 0 ercent Grade (%} fared Approach 0 N 0 N torage 0 0 T Channelized 0 0 nes 0 1 0 0 1 0 onfiguration Il L TR LTR sup_lay. r]ttana i anfsth Anrl 1 oval nF Q—i— --- proach N8 SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 a LTR LTR LTR LTR (vph) 1 0 30 15 (m)(Vph) 1599 1601 929 930 IcneConfiguration 0.00 0.00 0.03 0.02 5% queue length 0.00 0.00 0.10 0.05 onlrol Delay 7.3 7.2 9.0 8.9 OS A A A A proach belay — — 9.0 8.9 proach LOS — — A A Hcazuuu- Copyright a 2003 University of Florida, All nights Reserved Version 4.1 d J I or Street Northbound Southbound Ovement 1 2 3 4 5 6 L T R L T R olume T 16 3 0 14 7 eak-Hour Factor, PHF 0.80 0.80 0.80 0.71 0.71 0.71 oury Flow Rate, HFR 1 19 3 0 19 9 ercent Heavy Vehicles 0 _ _ 0 edian Type Un&wded T Channelized 0 0 nes 0 T 0 0 T 0 onfrguration L TR L TR U stream Signal 0 0 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R olume 11 9 0 4 4 1 Peak -Hour Factor, PHF 0.75 0.75 0.75 0,40 0.40 040 1 oury Flow Rate, HFR 14 12 0 9 9 2 ercent Heavy Vehicles 0 0 0 0 0 0 ercent Grade (°%) 0 0 fared Approach N N torage 0 0 T Channelized 0 0 anes 0 1 0 0 1 0 nflguration LTR I LTR n May. Vueue t_.enutts_ an" t PWPI ni -%OMA -n roach NB SB Westbound Eastbound � M 1 4 7 8 9 10 11 12 no Configuration LTR LTR LTR LTR ph) 1 0 26 20 ){vph) [pops', 1599 1607 895 905 I 0.00 0.00 0.03 0.02 queue length 0.00 0.00 0.09 0.07 rol Delay 7.3 7.2 9.1 9.1 A A A A oach Delay - — 9_ T 9.1 F-Pproach LDS — _ `q A ' HC57000n< Copyright C 2003 University of Florida, All Rights Reserved Venion 4 id Venion 4.Id 1 TWO-WAY STOP CONTROL SUMMARY General Infornation Site Information Analyst Agency/Go. Cate Performed Analysis Time Period Intersection Jurisdiction Analysis Year 120th Ave SE & SE 1881h St Project Descri lion EXISTING PM PEAK HOUR VOLUMES EastNVest Street: SE 188th Street orth/South Street: 120th Avenue SE Intersection Orientation: North -South [Study Period hrs : 0,25 ehicle Volumes and Ad'ustments a or Street Northbound Southbound ovement 1 2 3 4 5 6 L T R L T R plume 5 16 4 2 16 1 Peak -Hour Factor, PHF 0.63 0.63 0.63 0.66 0.68 0.68 Hourly Flow Rate, HFR 7 1 25 1 6 1 2 1 23 1 1 Percent Heavy Vehicles 0 1 0 — — Median Type Undivided T Channelized 0 0 Lanes 0 1 0 0 1 0 onfig uration LTR L TR tream Signal 0 0 inor Street Westbound Eastbound ovement 7 8 9 10 11 12 L T R L T R olume 2 4 2 2 7 3 eak-Hour Factor, PHF 0.67 0.67 0-67 0.60 0.60 0.60 ourly Flow Rate, HFR 2 5 2 3 11 4 ercent Heavy Vehicles 0 0 0 0 0 0 ercent Grade (%) 0 0 lared Approach N N torage 0 0 T Channelized 0 0 anes 0 1 0 0 1 0 onfiguration LTR LTR Delay, Queue Len th and Level of Service Approach NB SIB Westbound Eastbound Movement 1 4 7 a 9 10 11 12 Lane Configuration LTR LTR LTR LTR (vph) 7 2 9 18 (m)(vph) 1604 1595 880 876 !c 0.00 0.00 0.01 0.02 5% queue length 0.01 0.00 0.03 0.06 Control May 7.3 7.3 9.1 9.2 LOS A A A A Approach Delay -- — 9.1 9.2 pproach LOS -- — A A Rights Rcscrved MCS2000M Copyright O 2003 University of Florida. All kights Reserved Version 4.ld Version 4.1 d TWO-WAY STOP CONTROL. SUMMARY eneral Information Site Information nalyst gencyiCo. Dale Performed Analysis Time Period Intersection Jurisdiction Analysis Year 120th Ave SE & SE 188th St Project Description 2007 PM PEAK HOUR VOLUMES WITHOUT PROJECT EasSNUest Street: SE 188th Street orth/Soulh Street: 120th Avenue SE ntersedion Orientation: North -South to Period hrs : 0.25 ehicle Volumes and Adjustments 19ior Street Northbound Southbound ovement 1 2 3 4 5 6 L T R L T R Volume 5 17 4 2 17 1 Peak -Hour Factor, PHF 0.63 0.63 0.63 0.68 0.68 0.68 Hourly Flow Rate, HFR 7 26 6 2 24 1 Percent Heavy Vehicles 0 — — 0 — — edian Type Undivided T Ghannelized 0 0 anes 0 1 0 0 1 0 nfiguration LTR LTR stream S' nal 0 0 Minor Street Westbound Eastbound ovement 7 8 9 10 11 12 L T R L T R Volume 2 4 2 2 7 3 Peak -Hour Factor, PHF 0.67 0.67 0.67 0.60 0.60 0.60 Hourly Flow Rate, HFR 2 5 2 3 11 4 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 T Channelized 0 0 Lanes 0 1 0 1 0 1 0 Configuration LTR LTR Delay, Queue Length. and Level of Service Approach NB 513 Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LTR LTR LTR LTR (vph) 7 2 9 18 (m)(vph) 1603 1593 878 875 !e 0.00 0.00 0.01 0.02 5% queue length 0.01 0.00 0.03 0.06 ntrol Delay 7.3 7.3 9.1 9.2 OS A A A A pproach Delay — — 9.1 9.2 proach LOS - -- A A 1 Rights Reserved HCS2000— Coyyeight 02003 University of Florida, All Rights Rmaved Vmsion 4. Id vasion 4.1d 1 TWO-WAY STOP CONTROL SUMMARY eneral Information Site Information nalyst Agency/Co. Date Performed na sis Time Period Intersection Jurisdiction Analysis Year 120th Ave SE & SE 188th S1 ro' ct Description 2007 PM PEAK HOUR VOLUMES WITH PROJECT LNO CONNECTION ast/West Street: SE 18M Street orth/South Street: 120th Avenue SE Intersection Orientation: North -South IStudy Period hrs : 0.25 ehicle Volumes and Ad]ustments a or Street Northbound Southbound ovement 1 2 3 4 5 6 L T R L T R olume 5 17 22 2 17 1 eatc-Hour Factor, PHF 0.63 0.63 0.63 0.68 0.68 0.68 ourby Flow Rate, HFR 7 26 34 2 24 1 ement Heavy Vehicles 0 — — 0 — -- edian Type Undivided T Channelized 0 0 anes 1 0 1 0 0 1 0 onfiguration LTR LTR stream S" nal 0 0 Mor Street Westbound Eastbound Movement 7 8 9 10 11 L T R L T El alume 12 7 2 2 11 eak-Hour Factor, PHF 0.67 0.57 0.67 0.60 0.60 Hourly Flow Rate, HFR 17 10 1 2 3 18 4 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 figuration LTR LTR a Queue Length. and Level of Service roach NB SB Westbound Eastbound ement 1 4 7 8 9 1t? 11 12 are Configuration [(m) LTR LTR LTR LTR 7 2 29 25 (vph) 1603 1556 853 832 0.00 0.00 0.03 0.03 queue length 0.01 0.00 0.11 0.09 ntrot Delay 7.3 73 9.4 9.5 OS A A A A Approach Delay — — 9.4 9.5 [Approach LOS — — A A Rights Reserved HeS2000w Copyright 0 2003 University of Florida, All Rights Reserved Version 4_ Id Version 4.1 d TWO-WAY STOP CONTROL SUMMARY eneral Information Site Information nalyst gency/Co. Date Performed nalysis Time Period Intersection Jurisdiction Analysis Year 120th Ave SE & SE 188th St ro"ect Description 2007 PM PEAK HOUR VOLUMES MTH PROJECT ITN CONNECTION astNltest Street: SE 1881h Street orthl outh Street: 120th Avenue SE ntersection Orientation: North-South]Study Period hrs : 0.25 ehicle Volumes and Adjustments a or Street Northbound Southbound ovement 1 2 3 4 5 6 L T R L T R olume 5 17 13 2 17 1 eak-Hour Factor, PHF 0.63 0.63 0.63 0.68 0.68 0.68 ourly Flow Rate, HFR 7 26 20 2 24 1 ercent Heavy Vehicles 0 — — 0 — — ian Type Undvided T Channelized 0 0 nes 0 1 0 0 T 0 ontguration LTR LTR beam S' nal 0 0 inor Street Westbound Eastbound avemenl 7 8 9 10 11 12 L T R L T R Volume 7 11 2 2 17 3 Peak -Hour Factor, PHF 0.67 0.67 0.67 0.60 0.60 0.60 Hourly Flow Rate, HFR 10 1 16 2 3 28 4 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 T Channelized 0 0 Lanes 0 1 0 0 1 0 figuration LTR LTR elay, Queue Length, and Level of Service roach NB SB Westbound Eastbound ovement 1 4 7 8 9 10 11 12 Lane Configuration LTR LTR LTR LTR (vph) 7 2 28 35 (m)(vph) 1603 1575 842 831 Vic 0.00 0.00 0.03 0.04 5% queue length 0.01 0.00 0.10 0.13 Control Delay 7.3 7.3 9.4 9.5 OS A A A A Approach Delay — — 9.4 9.5 proach LOS — — A A 1 Rights Reserved NC52000M Copyright O 2003 University of Flondk All Rights Reserved Version 4_ Id Version 4.1 d TWO-WAY STOP CONTROL SUMMARY rffePe nation Site Information Intersection 120th Ave SE & SE 192nd St Jurisdiction Analysis Year eriod Project Description EXISTING PM PEAK HOUR VOLUMES ast/West Street: SE 192nd Street North/South Street: 120(h Avenue SE ntersection Orientation: East-West IStudv Period Mrs): 0.25 ehicle Volumes and Adjustments ar Street Eastbound Westbound ement 1 2 3 4 5 6 reak-hour L T R L T R Volume vehih 9 806 0 0 267 9 factor, PHF 0.91 0.91 0.91 0.87 0.87 0,87 Hourly Flow Rate (vehlh) 9 885 0 0 306 10 Proportion of heavy vehicles, PHV 0 0 — Median type Undivided T Channelized? p 0 ones 0 1 0 0 1 0 onfiguration LTR LTR U stream Signal 0 0 inStreet Northbound Southbound ovement 7 L 8 T 9 R 10 L 11 T 12 R olume vehlh 0 0 2 8 0 5 Peak -hour factor, PHF 0.50 0.50 0.50 0.54 0.54 0.54 Hourly Flow Rate (vehlh) 0 0 4 14 0 9 Proportion of heavy vehicles, V 0 0 0 0 0 0 rcent grade (%) 0 0 ared approach N ✓J Storage Io 0 0 Channelized? 0 0 nos 0 1 0 0 1 0 nfiguration LTR LTR Fuontrol Delay. Queue Leneth_ Level nf Sarviro pproach Movement Eli 1 WB 4 Northbound 7 8 9 Southbound 10 11 12 ane Configuration LTR LTR LTR LTR olume, v (vph) Capacity, c,,, (vph) 9 1255 0 773 4 347 23 224 /c ratio 0.01 0.00 0.01 0.10 Queue length (95%) 0.02 0.00 0.03 0.34 Control Delay (s/veh) 7.9 9.7 15.5 22.9 LOS Approach delay (slveh) A — A — C 15.5 C 22.9 Approach LOS - C C HL J2u(m)— Copyright C 7W3 University of Florida All R;gh4s Reserved Version 4.1 d 1 1 1 1 1 1 1 1 1 1 1 1 TWO-WAY STOP CONTROL SUMMARY General Information Site Information intersection 120th Ave SE& SE 192nd St urisdiction ate red ffenfCo. nal sis Year meriod ro"ect Descri tion 2007 PM PEAK HOUR VOLUMES WITHOUT PROJECT astWest Street: SE 192nd Street NorthfSouth Street: 120th Avenue SE Intersection Orientation: Fast -West I§tudy Period hrs : 0.25 Vehicle Volumes and Ad ustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume vehlh 10 874 0 0 294 10 Peak -hour factor, PHF 0.91 0.91 0.91 0.87 0.67 0.87 Hourly Flow Rate (vehlh) 10 960 1 0 1 0 337 11 Proportion of heavy vehicles, PHV 0 _ 0 — -- Median type Undivided RT Channelized? 0 0 Lanes 0 1 0 0 i 0 onfigu ration LTR LTR Cream Signal 0 0 nor inor Street Northbound 5outhbound 7 8 9 10 11 12 L T R L T R plume vehfh 0 0 2 8 0 5 eak-hour factor, PHF 0.50 0.50 0,50 0,54 0.54 0.54 Hourly Flow Rate (vehth) 0 0 4 14 11 0 1 9 Proportion of heavy vehicles, PHV 0 0 0 0 0 0 Percent grade (%) 0 0 Flared approach N N Storage 0 0 T Channelized? 0 0 Lanes 0 1 0 0 1 0 guration LTR LTR rot vela Queue Len th Level of Service ach EB WB Northbound Southbound ment [Lane 1 4 7 8 9 10 11 12 Configuration LTR LTR LTR LTR e, v (vph) 10 0 4 23 city, cm (vph) 1222 725 314 191 tc ratio 0.01 0.00 0.01 0.12 Queue length (95%) 0.02 0.00 0.04 0_40 Control Delay (slveh) 8.0 10.0 16.6 26.4 LOS A A C D Approach delay (stveh) - — 16.6 26.4 Approach LOS — C D rrCS200orm Copyright Q 2003 University or Florida, All Rights Reserved Version 4 Id TWO-WAY STOP CONTROL SUMMARY General Information Site Information intersection 120th Ave SE & SE 192nd St Jurisdiction WDateP,rf,'rnmj,d nal sis Year eriod Project Description 2007 PM PEAK HOUR VOLUMES WITH PROJECT NO CONNECTION EasUWest Street: SE 192nd Street North/South Street: 120th Avenue SE Intersection Orientation: East-West I§tudy Period hrs : 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement i 2 3 4 5 6 L T R L T R Volume (vehfi 19 874 0 0 294 19 Peak -hour factor, PHF 0.91 0,91 0.91 0.87 0.87 0.87 Hourly Flow Rate (veh/h) 20 1 960 1 0 0 1 337 21 Proportion of heavy vehicles, PHV 0 — — 0 — Median type Undivided RT Channelized? 0 0 anes 0 1 0 0 1 0 onfiguration LTR LTR U stream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume vehll► 0 0 2 13 0 10 Peak -hour factor, PHF 0.50 0.50 0.50 0.54 0.54 0.54 Hourly Flow Rate (vehlh) 0 1 0 1 4 24 0 18 Proportion of heavy vehicles. Hu 0 0 0 0 0 0 Percent grade (%j 0 0 Flared approach N N Storage 0 0 RT Channelized? 0 0 Lanes 0 1 0 0 1 0 nfiguration LTR LTR ntrol Bela Queue Len th Level of Service roach rmlo! EB WB Northbound Southbound vement 1 4 7 8 9 10 11 12 Lane Configuration LTR LTR LTR LTR Volume, v (vph) 20 0 4 42 apacity, Cm (vph) 1212 725 314 192 !c ratio 0.02 0.00 0.01 0.22 Queue length (95%) 0.05 0.00 0.04 0.81 Control Way (s/veh) 8.0 10.0 16.6 28.9 OS A A C D Approach delay (stveh) — — 16.6 28.9 proach LOS ILP -- — C D HCS20w- Copyright O 2003 Universiry or Florida, All Rights Reserved Vtmm 4.1d TWO-WAY STOP CONTROL SUMMARY mation Site Information F—Fnalysis Intersection 120th Ave SE & SE 192nd St IC. Jurisdiction Analysis Year eriod Project Description 2007 PM PEAK HOUR VOLUMES WITH PROJECT PITH CONNECTION East/West Street: SE 192nd Street North/South Street: 120th Avenue SE Intersection Orientation: East-West]Study Period hrs : 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h 19 868 0 0 290 10 Peak -hour factor, PHF 0.91 0.91 0.91 0.87 0.87 0,87 Hourly Flow Rate (veh/h) 20 953 0 0 333 11 Proportion of heavy vehicles, PHV 0 — — 0 — — Median type Undivided RT Channelized? 0 0 Lanes 0 1 0 1 0 1 0 Configuration LTR LTR Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h 0 0 2 8 0 10 Peak -hour factor, PHF 0.50 0.50 0.50 0.54 0.54 0.54 Hourly Flow Rate (veh/h) 0 1 0 4 14 1 0 16 Proportion of heavy vehicles, P'V 0 0 0 0 0 0 Percent grade (%) 0 0 Flared approach N N Storage 0 0 T Channefized? 0 0 nes 0 1 0 0 1 0 onfigu ration LTR L TR ontrol Delay, Queue Len th Level of Service proach EB WB Northbound Southbound ovement 1 4 7 8 9 10 11 12 ane Configuration LTR LTR LTR LTR olume, v (vph) 20 0 4 32 apacity, c. (vph) 1226 729 317 236 /c ratio 0.02 0.00 0.01 0.14 ueue length (95%) 0.05 0.00 0.04 0.46 ontrol Delay (s/veh) 8.0 9.9 16.5 22.6 LOS A A C C pproach delay (s/veh) — — 16.5 22.6 pproach LOS — — C C NCS2000- Copyughl 0 2003 Unwmoy orFl—d.. All Righrs Reserved Version 4,Id 1 1 1 1 1 1 1 1 Below curve, a not neadeeeded for may. Above curve, V/ feNOW eralysta rOCOmmended. 60 W" OD µA 25 20 1s 10 5 % TOW DW Tun ft !raft (SkVIS tumin0 moveinw* (1) DHV is total volume from both directions. (2) Speeds are posted speeds. Left -Turn Storage Guidelines (Two -Lane, Unsignalized) Rgure 910-fia 1100 0 ti V 11f 1000 0 V } -.1 04 900 0 0 800^- 2 � os V � U) 4 700 43C W 600 3 4 � 6W > t, W 1 W . w .. 400 z W 4 0 300 A N v H 0 Design Manua! M 22-01 InterseWons At Grade ' January 2005 Page 910.19 1 1 1 1 1 1 1 KEY: t3eiow Cw*V, nape not needed for �P�Y• ��./ fielher snafysie f9own" Kied. reµ rtAµpH l� 60 µpH l 25 20 15 10 5 0 % Total ©HV Tummy Left (single tunic momnenq (1) DW is total volume from both directions. (2) Speeds are posted speeds. Left -Turn Storage Guidelines (Two -Lane, Unsignalized) Figure 910-ja Design Manual M 22-01 January 2005 1200 1100 0 U W z 1000 v w x 900 z In r 8 v � 0 U w 0 700 x � ? w Q 3 � 600 > LLI w w T 4 500 ``� ° ao T w LU •• x 400 z a �- v- 0 LL Intmecfions At Grade Page 910.19 tsweaule, Mitigation rayntent',ysreru, Aoau cervices 1aivis1011, 11u13:lIwww.nleu UKl%-rUViKL:uVuI uauarPiauuukgriupsris:r:s4ueuu�c:_c�m I 1 1 • Home I Hews I services I Comments Search Site index Online Directory Services Bridges Citizen requests Closures & delays Commuter into Construction Contact us Going business Engineering Environment Maps Planning Safety Signs - Traffic Your Roads ' About us Links for ... Businesses Communities Commuters Job seekers Teachers & kids volunteers Other links Regional You are in: Transportation > Road Services > Mitigation Payment System {MPS} > Residential fee schedule Mitigation Payment System (MPS) residential fee schedule The multifamily residential fee shall be determined based on the appropriate single- family fee multiplied by 0.6. The residential MPS fee for any unincorporated area not listed within a zone on the King County residential fee schedule shall be $189. Effective Oct_ 28, 2002.- Zone Fee Zone Fee Zone Fee Zone Fee 70 $24 71 $27 75 $61 85 $1082 86 $330 88 $348 89 $457 90 $865 102 $223 108 $2125 113 $256 115 $451 117 $1078 120 $305 121 $183 124 $130 126 $76 128 $87 129 $80 132 $79 133 $1 134 $4621 135 $3380 136 $4545 137 $4651 138 $3777 139 $3164 140 $1910 141 $1741 142 $1685 143 $1517 144 $791 145 $746 146 $793 147 $617 148 $411 149 $371 176 $42 177 $37 178 $18 179 $11 180 $23 181 $35 182 $48 183 $60 184 $68 185 $147 187 $43 188 $51 189 $63 190 $55 191 $69 192 $85 194 $166 195 $137 196 $262 199 $137 200 $81 215 $1283 216 $797 t�f 4 11/10/2005 C59 PM ree scneauie, mingailan raymem -)�ysiem, KOa(l JCMCCS 1J[V1SIUn,... RIkp.1/WWW.R1GlfUKu.guv;Ki:UUU I UduJ1 p ia1111 III gllupw1CC5Ci1GUU1G.4:11i1 I 223 $143 226 $229 227 $169 232 $166 ' 233 $196 234 $238 235 $178 236 $200 239 $76 240 $50 241 $40 242 $75 243 $75 257 $35 258 $60 259 $65 260 $51 263 $38 264 $2975 265 $889 266 $1581 267 $1845 268 $1402 269 $1082 ' 270 $1020 271 272 $1099 $1023 273 $1161 274 $2034 275 $4311 276 $2400 277 $1080 278 $1045 279 $1291 280 $558 281 $1689 282 $653 283 $518 284 $513 289 $378 ' 290 $421 292 $866 295 $5488 296 $7535 297 $997 298 $2928 299 $6474 300 $1925 ' 301 $2050 302 303 $2018 $6455 304 $1962 ' 305 $4734 306 $6330 307 $6058 311 $1092 312 $1577 313 $1058 314 $1581 316 $258 317 $315 318 $524 319 $427 320 $1207 321 $1402 325 $1374 326 $2295 327 $1901 ' 328 $1256 331 $4748 333 $829 334 $1775 335 $1862 336 $4696 337 $6406 338 $5014 339 $5615 340 $3181 341 $3362 342 $3T65 343 $1246 344 $2931 345 $3752 346 $3959 347 $1812 348 $2957 349 $2997 350 $1669 351 $650 354 $767 355 $1606 356 $695 357 $1552 358 $2200 359 $1711 363 $2562 ' 365 $617 366 $918 367 $2775 369 $2932 370 $495 371 $556 372 $388 373 $497 374 $181 375 $322 376 $368 377 $251 �f 4 11 / 10/2005 4:59 PM Iee scneaule, Mitigation rayment Nystent, Koaa bervices 11iv�su�n,.__ nttp:tfwww.me[roKc_gowKcuouroaas/pianning,tnpstreescncuuie.ctm t378 $447 379 $237 380 $218 381 $172 382 $6200 383 $5584 384 W80 385 $5843 ' 386 $5481 387 $5007 388 $7136 389 $4819 390 $3313 391 $3201 392 $3828 393 $4698 ' 394 $4784 395 $2327 396 $4799 397 $3061 398 $3109 399 $2223 400 $2091 401 $1412 402 $1414 403 $1204 404 $1093 405 $1124 ' 406 $2227 407 $2169 408 $3253 409 $3031 410 $4295 411 $1156 416 $3693 417 $2436 ' 418 $2364 419 $1483 424 $872 425 $836 426 $899 427 $719 428 $1547 431 $991 432 $2303 433 $2367 434 $1540 435 $1328 436 $2293 437 $1222 439 $1213 440 $4597 441 $2164 442 $2918 443 $2129 449 $2750 450 $1565 451 $1675 452 $2139 453 $1485 454 $1565 455 $449 456 $1412 For further information, please contact: Jeff Lee, Transportation Planner King County Department of Transportation ' Road Services Division 201 South Jackson Street MS KSC-TR-0317 Seattle, WA 98104-3856 (206) 263-4759 To find out what the MPS zone and fee is for your residential proposal, contact the King County Department of Development and Environmental ' Services (DDES), Building Services Division at (206) 296-6600. You can link to DDES property research at Parcel Search GiS Application, DDES to determine which zone your development is in. (NOTE: You will want to go to ' the advanced users site, enter a parcel number, address or intersection, then click on the districts button to see which MPS zone your development is in_) Updated: Sept. 1, 2005 ' Top of page King County ' Department of Transportation �f 4 11/10/2005 4:59 PM 1 LEVEL 1 OFF -SITE DRAINAGE ANALYSIS Proposed Wehrman Property Plat NWC — 124th Avenue S.E. and S.E. 192nd Street King County, Washington Prepared for: Trinity Land Development, L.L.C. 315 — 39th Avenue S.W., Suite 6 Puyallup, Washington 98373 December 2, 2004 Our Job No. 11418 1. -A ,f, CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 (425) 251-8782 FAX BRANCH OFFICES ♦ OLYMPIA, WA ♦ TEMECULA, CA ♦ WALNUT CREEK, CA 1 www.bargbausen.com V 1 1 1 1 1 1 1 1 1 1 1 1 1 TABLE OF CONTENTS TASK i STUDY AREA DEFINITION AND MAPS EXHIBIT A Vicinity Map EXHIBIT B Downstream Drainage Map EXHIBIT C Upstream Basin Map TASK 2 RESOURCE REVIEW EXHIB IT D FEMA Map EXHIBIT E Sensitive Areas Folios EXHIBIT F SCS Soils Map EXHIBIT G Assessor's Map EXHIBIT H Wetland Inventory Map EXHIBIT I Basin Reconnaissance Summary Report TASK 3 FIELD INSPECTION EXHIBIT ) Off -Site Analysis Drainage System Table 3.1 Conveyance System Nuisance Problems (Type 1) 3.2 Severe Erosion Problems (Type 2) 3.3 Severe Flooding Problems (Type 3) TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS EXHIBIT K Drainage Complaints TASK 5 MITIGATION OF EXISTING OR POTENTIAL PROBLEMS 11418.008.doe [IPJ/tep] I TASK 1 STUDY AREA DEFINITION AND MAPS 1 ITASK 1 STUDY AREA DEFINITION AND MAPS ' The proposed Wehrman property plat is approximately 14.96 acres located within a portion of the Southwest quarter of Section 33, Township 23 North, Range 5 East, Willamette Meridian, King County, Washington. More particularly, the site is located on the north side of S.E. 192nd Street and west of the 124th Avenue S.E. extension. The enclosed Exhibit A — Vicinity Map depicts the approximate location of the proposed site. The existing topography of the site has slopes ranging from 5 percent up to almost 40 percent. A Bonneville Power Administration (BPA) transmission easement lies on the eastern portion of the project site and then diagonally bisects the northeast corner of the project site. Soos Creek and a ' large wetland area lie approximately 200- to 300-feet east of the project site. The area immediately west of the project site consists of existing residential developments. The existing conditions of the project site are such that most of the site is forested or brushy, and there is a scattering of houses in the southern portion of the project site. The proposal for this development is to construct 68 lots with the northern 26 lots being accessed from S.E. 188th Street, and the remaining 42 lots to be constructed in the southern portion of the project site, which will be accessed from S.E. 192nd Street along an extension of 124th Avenue S.E. to the north. Drainage facilities are proposed to be constructed along the eastern property line of the site adjacent to the existing wetland buffer. Elevation difference across the site is approximately 100 feet vertical difference with elevations at the far west end of the site around 478, and elevations at the far east property line around ±376. UPSTREAM DRAINAGE ANALYSIS Based on the USGS quad map and our site visit, it appears that there is upstream flow onto and through the site. Portions of the area lying west of the project site sheetflow through adjacent properties onto the project site. In addition, portions of the area west of the project site drain into S.E. 188th Street ditches where it is conveyed to the northwest corder of the project site, and then sheetflows through the property down a steep slope under existing conditions. The total upstream basin is approximately 38 acres. 1 114t8,008.doc PPJ/tep] 1 7 U EXHIBIT A Vicinity Map u L n J 1 K _ t sE cr9n P PARK d RIDE S1 1787HYJrsky r FS h SE 180TH T G SE 180TH Si 4� FL '' Se . rr�ty SE�1819 Si SE 119TH el Z x " SE 182N0 SE s P�TH ¢ sE TsE A C ' T C " SE 181s7 PE SE 1RAL0 S __.._ 181ST ST S �`^ f0 SE L8SET St v ST A ry` sr J�1�.,g lt'$ }�i' u W f �J a t - sE 18;A r SF ' f E $4TH " ST Lf it ti y ie1Pn l�°�. ST IMrH J30 pav SE sE Lft4- sr L i st 141 A I83 � Sr � sc lallx nsT � SE 186TH STD seJ�nl 184THCT F s N 3`h��SE 1 � 41N PL 4aE Il sr w ^K S H PL u y Sr SE SE It PL Ir '4 1$S7'H 14'11 (t n h SE 167T31 ST .p 188TH ;gTtH T sE v� lei Te9nl n `', ilk SE p f s1 Iaem 187iH� - PL a a-' S" f� ti SE 188TH S WY SE 188TH ST SE 1$$TH E a' sE �fy Nay PL r t 6 TH ■ SE 6190TH PL 5£ 58 ¢ SE 190TH ST ST f5 JR fr 79157E Wt�` tig m t ■ SE x'w T23N 192ND 5T ",''a 11600 124 PARK dr SE 1931m ST N RIDE I�iI `�2.n 5E `' H 14200 193Em ST _x 193AD Lo - — - - - — K Q m S_/ 't .N�r 195TTIIS£ L sE �y Sr SE 195TH Sr SE 11 a N 196iHf» 199TH _ SE 147TH V' a SE ST ti SE 1971H PL N 19610 1 a ^ SE19�]TH �� l PL 1 7TH SE 19 S T996THL l9g SE 19M CT 19aM ST -�+ _ I� Y,S �Q99 PL 60 5L 19e SE 198TH PL ST 19aTH ST PL g SE 19 3 aeci fu � ST SSE t TH Si 4 �"�iiJ`F a 5 w sr K w mJST 2� E -OL 2 yL r se rr z T SE 201ST ST < SE 203R0 ry 2 E SE 10210 PL�F r SE 202NO ST N - m SI n� .• ~w T Al ti ST a sE 20]HC - AL z aosm PL S N x V Ian It *y SE L O �sT y •� `g SE 204TH PL a �! PL SEA 204TH l �^ 1 is SE 206111 ti' `ik r J4 --Ise 2asm Pc SE 206TH a ST 2071H ifr KENTRIDGE NS ■ SE 201TH F, N i r aL SE 2 TH ST ~• 600 w SE 09TH _ Ssczwlr im sL 12700 -132IX7 14000 •' -5E---- 208TH---ST---- / 14800 as ~ SE 2 OTH� Wp py4 0 z SE 21 210TH y PL a•- TH jam 11c cr t ST N °lH Li! FS �4 N MTH c PL '� -' Sf o< 211 CK V7 tx �� r a f11m i SE 21 1TH 62 O 212TH aW ,L1v PE a t,1„ 4 }sr PLa SE z12Ii1 PL eT SE 21M IT SE 212TH �' ST 'SE 212TH SE 213rH q1 Si ST PL SE "� 11'S M w z t 4,s5 I" F dEm SER Q SE 214TH PL �'•rwr 2DTH ST SE 2 4TH ST TREE1 GT1FfM SE ZI sl sr 9 SS ,npM SE 215 ' ^ sr ?T arH xr I0 _ SE PAW q 216TN ST aj� SE 216TH ��`--- T pr g �-� � L tbM � � SE 217TH 57 z +` SE 216R1 PL 13I00 ST ''i . 'A Il�tlµ" 0 2111H Sr 5^{ 7C E E .i SC 911T�I 2l7 ^• F �N NSE � 218TH 4L` o PL t h rt 217 �ti'se q` SE - PL 1F � �.�-�a vwi ^ PL 218TH 2E9TH PL no Zzr c rP � I �g ¢ E ST ct ' 9 a t4 SE 220T11 ST E 219m PLZzo a x y u'+� 221S1 R ansn $ L <"" n "' N M a m �' S 220TH ST S� �Hp irsHo SE M a ar s¢ 5£ 221 ---fil �4 � •�.. PL sF 42 8 SE w 222N0 ST N F CS SE PL �j a �dYp ti �y SE 126Tk A� 1T p LJ N .•z �"�` USER y'so s w SE z�r 224 y ST 132 5E " a 5T rr �1 ..224TIl 1 VC iNITY MAP A x�G NORTH s - THC)MAc, GUIUL (uSL� BY PERMLISSI-)N) EXHIBIT B Downstream Drainage Map 1 # \ CY) ■ • 0 • ■ • • 1! ■ • ■ r iq s i • ?� ■ 50 - - - �• • Q • a � C . ' ■ o �L • , �! — ■ i I � IF • i �t ■ ■ •. ■ �. ■ r r • ■ O ■ • ■ a ■ ■ • • • ■ ■ ■ ■ • ON • w ■ w ■ • , ■ - • ■ • ■ - ey • r • i■ ■ ■ a • a ■ �I • ■ ■ . _ et ■ �° �36 ... �"" . an a IF ■ i - } it ■ ■ so a as �' , • • f • • _ �� • _ a r o f a ■ IN. an Me � ..rwr. • ■ , 4 •a• • ■ r { •` i r I i • IF■ S ■ +■ • a ■ ■• • • ■ • ■ r Ji , • • ■ a 41 S ■ s ■ ■ • • y EXHIBIT C Upstream Basin Map 11 EXHIBIT C Upstream Basin Map L 11 r ■ c• a • u ■ 60 r C I I I i O ' � / ■ / i • _ _ GJ Is . '�rs I r � • an . I Big COL �a7 AJaA 4 i � r D • • 1y ro ■ ■ i� Q� r ■ ■ "vT14 . ■ i ■ CLago ■ 1 a ■ cn 10 ■ ■a r a ■ • ■ a . ■ • r ■ a • ■ ■ ■ r ■ - ■ • ■ ■ +� ■ ■ • L J • rryN.■. ■, f■ �■• 3 I r r � i i■a r • ■ •■s • � � ■ ■ • •� �ria••I■ • ■ Iar .• ■ 1 1 TASK 2 RESOURCE REVIEW 1 TASK 2 RESOURCE REVIEW 1 • Adopted Basin Plans: The site is part of the Soos Creek Basin. • Finalized Drainage Studies: This is not applicable. • Basin Reconnaissance Summary Report: Once again, the site is located in the Soos Creek Basin. Part of the Soos Creek Basin Reconnaissance Summary Report is to construct a control weir at the bridge on S.E. Lake Young's Way. This project should be justified by a future basin plan. It is not known at this time if that weir is constructed; however, this weir is approximately 1 mile downstream from the proposed project site. • Critical Drainage Area Maps: According to the Water Quality applications reap and the 1999 King County, Washington Surface Water Design Manual (KCSWDM), Basic Water Quality treatment is required. According to the flow control applications map, also in the KCSWDM, Level 2 Flow Control is required as a minimum. • F000dplain and F000dway FEMA Maps: Please see the enclosed Exhibit D — FEMA Map utilized for this analysis (Panel No. 991 of 1,725, Map No. 53033CO991 F, revised May 16, 1995). As indicated by this map, the proposed project site does not lie within a floodplain or floodway of a stream; however, Soos Creek lies 270 feet east of the project site and does have a floodplain associated with it. However, it does not encroach on the project site. • Other Off -Site Analysis Reports: A review of Exhibit I — Basin Reconnaissance Summary Report and a site investigation were conducted in preparation of this Level 1 Drainage Analysis. The United States Department of Agriculture Soils Conservation Service Map is also provided. See Exhibit F — SCS Soils Map. • Sensitive Areas Folios: Based on our review of the King County Sensitive Areas Map Folios, it was found the subject site does lie within a sensitive area, which is an erosion sensitive area. Also, a wetland is located immediately east of the project site, in addition to Soos Creek that is also a sensitive salmon -bearing stream. • Road Drainage Problems: This is not applicable. • United States Department of Agriculture King County Soils Survey: Based on the soils map for this area, the entire site is located within Alder -wood type soils. Wetland Inventory Maps: The Exhibit H — Wetland Inventory Map for this area is included herewith. Soos Creek is coursing through wetland along almost its entire downstream drainage course. However, immediately adjacent to the site, there is no mapped wetland as indicated by Exhibit H — Wetland Inventory Map, even though there are wetlands existing there. • Migrating River Studies: This is not applicable. I 11418.008.doe []Pl/tep] EXHIBIT D FEMA Map 1 C 0 1 a � a o� � "�� a e Q i m 6y� � � d C= d ,,, A z a W` O I M v ^ z Q- 0: dcc p Q ac uW Ln z q ZW Z � A cd r�,] U7 � N Fes' CN jr LL o o 0 � LU v i C Z L J a Dz TA �tu a i Liar LL-� O v O W � 0 V8 O LW a O L Z rt T Q. O C U te� O '° m o 3 c o Q 3 E E y F' .3 m T m Q g c c w « `o w 2 5S [ 5 3 0 ' U o m O O co N� ro� U nm U LL LL .� f- LL U U U m O Q ❑ ' '" a D w Q D ee OE Q > > }3 "' x Q x o w c , Z Z 2 O Z "' Z Z � W N N N N D N N Z m W m y E{[Ft[ c, °o U LL I�` E C . Q pOQ bl� V m m N Q u m L Z Z c EE av c of� r-4 o ooE .0 r`m 013 L) y r m.°- m a = vE 7 u m c o a%i_0. 3= ' C m g C� m o o w z° W� Y m T�- c m m O K O z r m Z A M W $ • .L h C .0 >°� o uj M n�� OO ul m m C, @ m ui o s m to 0 o m m m 6 LL d W W C. m E @ m 4@ m@ J m w@ m CO yo ` ° Q C M 4' LL F m g > n g y b L C N W W O @@@ A L@ O fp O y D ao x O U 7 N ry@ m W p U q m m 7 w w 1 IGI M to 4 p rni E EE .-mo Z co Z o> 5 a � C .0 43 Q a � LL o @ —q, C O d 'D m .O 9 Ol O LL = Q 4 LU L_ Y ��DNgg M p � w of m�W z C — — st p E N N m m ' a ,N-, w O N ✓O ti 'C d C ip 0 wo y m U C O` 0¢ m 1(�1 ,� O w m Q M m xa z p} 6 a,-. w V) » m Q zw c m m b O m �O ,m U� LL w Ci Q a a� 0 p ' Q_ ��„ o ¢ U a Z u m iy Y U «+ O QI Q Lo H o IAL 0' m E m Cp s.�m �, IA E a w Z v@ w Z m [jyfrc iy 9 �i u 0 E t Lou 0 LL O w LL� u0 m 3Q 1O> mcL o o ao LLLL w O �, �@ w n °Up EQ mC � S� o[ w fill „ y, W C C C p001 �.0 m r y @Opp 0 Cm u7_ Oa01 ro 02 $ ag qa -cE� 0Il- E a , 0 °u Z W¢� Ev>i Em §o W Q tea° C mp 0, 0 M E m c U L" E Z. w LL LL ►A S m m m m r r m == m = m == r m r m r= 1 fl 1 EXHIBIT E Sensitive Areas Folios -.I '-. tN pr'' _ �. �.-:{ .. F � E r �. � ,. f POST t a � w=r i � E � r mmkAlilI 1'�: w jy��F ��_.'._ 1 j LN Y - t x � 1 IJ 1 EXHIBIT F SCS Soils Map 1 t ? # e? Ag r I-V 5 r:••� Lvati -o• {3' i 1, k�� °�•�` � h� � .�'. '� � � "�. r ; - L- f� tS - Al. r - • � : J P. r,�y Z �INt f A9B eam sk r -AgC * ? Am6 Cc t r rr �5'ri C S � v iZC '�` _ •� N Am6 AgC '\ ` A96 a Qv A$ 9 a Inc AgG AgC iu EvS Es[S No RkF 'a AmC'j .I Ur Sk No AgB a II o AgB. } 4 AgC EvC AmC t R"}C No 4F.Sk •ri -- -- �- AgC x L NcIx N t -• i A J' fiAG SOILS MAP � NORTH EXHIBIT G Assessor's Map u 1 1 1 I U SE 61-H PL R 619780-0261 619780 " _ - ° 026 0 I,In trul � A>n aw,T 197 j619780E 0197 J3 7 h61978( -02819— 0280 .o --t0285 -0284 aee�- 410M- -OWN. )0�- OOOa2- t 619780-0300 -0gg02- 619960 0100 -00001- v a aa.rv-........ zol- - - + 619960 619960 0160 ee97eaost I �..� 01400 i`7��y« 1 819780 nm. i 619960-0130+ s _ °°°°,- i3V 031s 4197925 2 my i nan, g nmm nsvl n, vl j alai m B19780 +9�e6 i9�e9 i ; 1996� 120 q 0340 fl1 -' 0320 b ' 0323:s�24g { 4 0161 f �.+n m.n mm n:.,� fTm marl { I nat, I eual� n.3n naw fex x0 201619840 �0203 0205 J1022 x02 ,,,,,o = �_ = 0 �0023a 619900 0218 =�� ! pwz„ i 619846-02a4 i e O060 IIwGT uTln ao0o] j � I g etasoo w2i fR�lit Alew40025 IM.V�I 6198-0400222 .L 619200 1 i 61990o-002s � 61990o-otl21 nvu, 1 o i Ks, 619900 nRm �O S 61984"245 oT.n OO�g 40 619840 1241 -000P� ° " 7 -1 - [Ipa,1 f+lu1�5 I -619900 0o4a 2- -0oore- e1eB�e IQ44 a1eBw-czu j 619904 0050 � I s1984o 026a i 619900-0041 �Y it nn na.m i ,zm.T nTTt e num, nam, 619840-0280 = 619900 4 619900 i w°°91 9s0a 0125 = 0126 0127 nnv, aa+e„ ursu.a nwan nrq, w� �1 619840-0300 x ai a 619900 1 619900 _a 619900 F 619900 i 4C0002- '- a i. �i = 0141 = M„ 0142 Hafq 0186 - 0210 AOR, lM1aNi i na,n I,ysT it aiT' i. 619900 ; 6194)DM2- 0 619900 _ j619900-014 s7 619900 0205 ` moox- s j 0140 'r 0185 I-19118' i ti,l n».a2� I A 619900 REM I K ' 0184 ,� a,0900 9ie9 ^ !f r 619840 - 619840 f619900 0341 124 0340 160 021 -00002- -00002- I 619900 j a o161 `a a 619900 0182 i 0180 m i n�wl � 1 I I j 619960 0180 -00001- 619900 0099 619900 0100 619900 0080 1 ;1 0 332305-9039 143.96 AC) 332305 9073 (4.03 Ac. ) A_,SESSOR S VAP A NORM H EXHIBIT H Wetland Inventory Map 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Ce bower Cedar River Gr�� - a 2it � %" 5\7 81 tAs 1 17 775 L16 � 289 20 62 Jealdoa Creek 36 Black River 5 24 � � 80 26 30 2 �$1 33 SOOS 29 Creek 39 s 37 sari . 5 50 87 7. 49 52 84 53' 54 55 56 Lower Green River 58 a-7 Covington Creek Mile N 9 35 1 Middle Green River Soos Creek Green River Basin EXHIBIT I Bann Reconnaissance Summary Report 1 h ' RECONNAISSANCE' REPORT NO. 2 SOOS CREEK BASIN JANUARY 1986 H 1 Natural Resources and Parks Division and Surface Water Management Division ' King County. Washington �l [I King County E=cutive. Tim Hill King County Council Audrey Gruger, District 1 Cynthia Sullivan, District 2 Bill Reams, District 3 Lois North, District 4 Ron Sims, District 5 Bruce icing, District b Paul Barden, District 7 Bob Grieve, District 8 Gary Grant, District 9 Dartstent of Public Works Don LaBelle, Director Surface Water Management Division Joseph J. Simmler. Division Manager Jim Kramer. Assistant Division Manager Dave Clark. Manager. River & Water Resource Section Larry Gibbons, Manager, Project Management and Design Section Contributing Staff Dow, Chin, Sr. Engineer Randall Parsons. Sr. Engineer ' Andy Levesque, Sr. Engineer Bruce Barker, Engineer ' Arne Stonkus, Engineer Rav Steiger. Engineer Pete Rinuen. Engineer ' Consulting Staff ' Don Spencer, Associate Geologist. Earth Consultants, Inc. John Bethel, Soil Scientist. Earth Consultants. Inc. Parks, Planning and Resources Joe Nagel, Director Natural Resources and Parks Division Russ Cahill, Division Manager Bill Jolly. Acting Division Manager Derek Poon. Chief, Resources Planning Secttotl Bill Eckel. Manager. Basin Planning Program Contributing Staff Ray Heller, Project Manager & Team Leader Matthew Clark, Project Manager Robert R. 1~uerstenberg, Biologist & Team Leader Matthew J. Bruengo, Geologist Lee Benda. Geologist Derek Booth, Geologist Deanne Sheldon, Wetlands Biologist Cindv Baker, Earth Scientist Di Johnson, Planning Support Technician Robert Radek, Planning Support Technician Randal Bays, Planning Support Technician Fred Bentler. Planning Support Technician Mark Hudson. Planning Support Technician Sharon Clausen. Planning Support Technician David Tniax. Planning Support Technician Brian Vanderburg, Planning Support Technician Carolyn M. Byerly, Technical Writer Susanna Hornig, Technical Writer Virginia Newman, Graphic Artist Marcia McNulty, Typesetter Mildred Miller, Typesetter Jaki Reed. Typesetter Lela Lira, Office Technician Marty Cox. Office Technician I P.CR TABLE OF CONTENTS I. SUMMARY 1 II. INTRODUCTION 1 III. FINDINGS IN SOOS CREEK BASIN A. Overview B. Effects of Urbanization 3 C. Specific Problems 4 1. Bank failures 4 2. Channel erosion 4 3. Flooding and potential flooding 4. Stream habitat 4 IV. RECOMMENDATIONS 5 A. Inform appropriate Governmental agencies of g the reconnaissance findings B. Reevaluate specific surface water management 5 policies C. Prepare a comprehensive basin plan 6 D_ Construct the capital improvement projects 6 E. Maintain or enhance instream and riparian habitats 6 V_ MAP 7 APPENDICES: APPENDIX A: Estimated Costs A_I APPENDIX B: Capital Improvement Project Ranking g_I APPENDIX 0 Detailed Findings and Recommendations C_I L SUMMARY In The Soos Creek Basin is located north and east of the Green River in King County. While the southern and eastern portions of the basin are rural, the remainder is a rapidly expanding suburban community. This development pattern has not caused serious environmental damage or flooding, however, due to highly pervious soils, an extensive network of streams and wetlands that provide natural storage for stormwater runoff, and the fact that development has only recently accelerated in this basin. Although the overall severity of problems in the Soos Creek Basin was not great at the time of reconnaissance, several significant problems were identified and should be addressed. These include bank failures, channel erasion, flooding in some locations, and poor stream habitat. Recommendations to address these problems include efforts to 1) inform appropriate ageacies of the reconnaissance findings, 2) reevaluate: specific policy issues regarding the management Of surface water, 3) prepare a comprehensive basin plan, 4) construct the capital improvement projects evaluated with citizen advisory committee criteria, and S) maintain or enhance habitat throughout the basin. II. 111,rM IDUCT OM History and Goals of the Program In 1985 the King County Council approved funding for the Planning Division (now called the Natural Resources and Parks Division), in coordination with the Surface Water Management Division, to conduct a reconnaissance of 29 major drainage basins located in King County. The effort began with an initial investigation of three basins --Evans. Soos, and Hylebos Creeks -- in order to determine existing and potential surface water problems and to recommend action to mitigate and prevent these problems. These initial investigations used available data and new field observations to examine geology, hydrology, and habitat conditions in each basin. Findings from these three basins led the King County Council to adopt Resoiution 6018 in April 1986, calling for reconnaissance to be completed on the remaining 26 basins. The ' Basin Reconnaissance Program, which was subsequently established, is now an important element of surface water management. The goals of the program are to provide useful data with regard to 1) critical problems needing immediate solutions, 2) basin characteristics for use in the preparation of detailed basin management plans, and 3) capital costs associated with the early resolution of drainage problems. The reconnaissance reports are intended to provide an evaluation of present drainage conditions in the County in order to transmit information to policymakers to aid them in developing more detailed regulatory measures and specific capital improvement plans. They are not intended to ascribe in any conclusive manner the causes of drainage or erosion problems: instead, they are to be used as initial surveys from which choices for subsequent detailed engineering and other professional environmental analvses may be made_ Due to the limited amount of time available for the field work in each basin, the reports must be viewed as descriptive environmental narratives rather than as final engineering conclusions. Recommendations contained in each report provide a description of potential mititr,ative measures for each particular basin. these measures might provide maximum environmental protection through capital project construction or development approval conditions. The appropriate extent of such measures will be decided on a case -by -case basis by County officials responsible for reviewing applications for permit approvals and for choosing among competing projects for public construction. Nothing in the reports is intended to substitute ' P:SCB 1 Soos Creek Basin (continued) for a more thorough environmental and engineering analysis possible on a site -specific basis for any proposal. ' III. FINDINGS IN SODS CREEK BASIN Reconnaissance in the Soos Creek Basin was conducted in November 1985 by Ray Heller, resource planner, Randall Parsons, engineer,. and Don Spencer and John Bethel, consulting soil scientists. Their findings and recommendations are presented as follows. A. Overview of Soos Creek Basin Geographic and land use features. The Soos Creek Basin is located north and east of the Green River in the eastern portion of the Soos Creek Plateau Community Planning Area. The basin is situated east of the city of Kent, northeast of Auburn, and southeast of Renton. The city of Seattle's Lake Youngs watershed is included in the Soos Creek Basin. 1 The south and east portions of the basin are rural in character, with the north and west portions committed to a suburban development pattern that includes subdivisions and scattered single-family homes. The 1985 King County Comprehensive Plan shows areas east of Big Soos Creek (in the northern part of the basin) and south of Lake Youngs with "rural development" designations that specify 1-5 dwelling units (DU) per acre. The southern area to the east of Soos Creek and north of the Green River is ' designated "transitional." This interim designation will limit development to rural - residential densities until such time as rural/urban designations are made through updated community plans. The King County Parks Department owns more than a five -mile stretch from Southeast 192nd Street to Lake Meridian. along Big Soos Creek. These presently undeveloped park lands are mostly wetlands and lie within the 100-year floodplain. ' Major geologic, hydraulic, and hydrologic features. The Soos Creek drainage area is a � � yd tributary basin to the Green River basin. The area is part of the Puget Sound lowlands and is characterized by a glacial drift plain, covered by small ridges and rounded hills that were formed by continental' glaciation. While the Soos Creek Basin is moderately developed, the degree and amount of channel erosion, slope failures, and other forms of geologic and hydraulic damage are far less than might be expected. Artificial conveyances are also still functioning in this ' basin as they were originally designed and intended. These conditions may be explained by three main factors. First; there is a very effective natural retention and detention (RID) system provided by an extensive network of 52 wetlands and numerous major and minor streams. Most of the wetlands are located in the northern portion of the basin in the upland areas as well as adjacent to streams_ Big -Soos Creek originates in the northeast corner of (lie plateau and flows southeast to the junction of little Soos and Jenkins Creeks, then curves west at its confluence with Covington Creek. Big Soos Creek joins the Green River east of Auburn near State Road (SR) 18 at 160th Avenue SE. These wetlands and streams appear to be functioning well as stormwater control facilities for the current levels of development, as well as sen ine, to prevent damage from surface water runoff. 1 P:SCB 2 Soos Creek Basin (continued) ' Second, the soils in the upland areas generally have a high infiltrative capacity, particularly in the southern portion of the basin. Stortnwater is absorbed into the ground at these locations before it can cause erosion or other damage. Third, development in the basin has only just begun. Properly functioning ontng wetlands and streams have not yet been altered, nor have well -draining soils been covered by impervious surfaces to any great extent. Maintaining these properly functioning drainage systems should be a goal in this basin and will be the focus of recommendations made later in the report. Habitat characteristics. The habitat of Soos Creek Basin is generally good and supports large populations of both native and hatchery anadromous fish. The source ' of the hatchery fish is a State facility near the mouth of Soos Creek. Cutthroat trout reside in stream waters, and anadromous fish spawn and travel in many of the tributaries and the main stern of Big Soos,. according to field observations and reports from local residents at the time of reconnaissance. Habitat is being damaged or ' threatened in some places by bank erosion and degraded water quality associated with land clearing„ livestock feces, and wetland filling for development. One of the more serious instances of habitat -threatening erosion originates at the ' parking lot of the Seattle International Racewav {SIR), which is located on the plateau in the lower portion of the basin. Drainage from the paved parking lot is increasing erosion in nearby tributaries and filling spawning gravels with sediment. Appendix C of this report identifies sites of habitat damage or potential damage. Further water quality information related to habitat in the basin can be found in the Critical Stream Inventory of Soos Creek; published by Metro. B. Effects of Urbanization Low levels of development in most parts of the Soos Creels Basin, together with a well -functioning natural drainage system. have kept serious erosion, sedimentation. and habitat damage to a minimum until now. However, the present and projected rates of development indicate that there could be increasing amounts of damage. as suggested by the types of problems observed during reconnaissance. The expansion of impervious surfaces in the basin is already beginning to accelerate the rates and volumes of stormwater flowing into (and reducing the capacities of) both natural and artificial channels. Impervious surfaces are also reducing the amount of highly pervious soils available to absorb runoff. The predictable impacts are already in evidence: erosion, mass -wasting, sedimentation, and degraded water quality and other habitat destruction. The following section provides a more detailed account of problems found during field investigation. C_ Specific Problems Identified The studv team examined numerous sites along the main stem of Big Soos, Little Soos. and Vest Soos Creeks. as well as 2l small drainages tributary to these main stems. Several of the most significant problems found during reconnaissance are described below. P:SCB 3 Soos Creek Basin (continued) I. Bank fadures. On Tributary 0072A, river mile .30, for example, there exists a major bank failure triggered by bank undercutting. The source of the problem appears to be increased runoff from street construction. Unless flows are intercepted and redirected to storm sewers or other facilities, there will be increased bank erosion and consequential deterioration of property and stream habitat. 2- Channel Erosion. This includes both instream and bank erosion caused by large volumes of runoff emerging from storm drains and washing away highly erodible soils. This creates a new, deeply incised channel that enlarges over time. One example of this problem occurs on Tributary 0072 near the SIR in the lower part of the basin. Large expanses of pavement at this location have contributed to high volume flows and channel erosion. 3. Flooding and potential flooding. In numerous locations, development has increased the amount of runoff entering existing drainage facilities or otherwise impeded the ability of natural systems to carry the amount of runoff. When drainage systems fail to function as thev were intended, flooding can occur. Increased development without concurrent increases in drainage facilities adds to the possibility that serious flooding will occur. On Tributary 0092, river mile 1.20, for example (collection point 11), the Little Soos has been contained and manicured as it passes through a developed plat. Such alteration to a natural drainage channel reduces the stream's capacity in places. The result has been the regular semi-annual flooding of some homes. Further development could aggravate these kinds of flooding problems. 4. Poor stream habitat due to: a- Lack of overhead canopy and streamside vegetation. Overhead canopy stabilizes water temperature, while streamside vegetation protects banks from erosion. b. Contamination by livestock feces. In areas of the basin where livestock have extensive access to streams, water quality has become degraded by animal feces. These cause harmful nutrients to be added to the water which can threaten fish survival c. Erosion. Streambank and channel erosion, already described above, is caused in part by livestock access. On Tributary 0073. river miles 3.60- 3.70. for example, there exists poor stream habitat because livestock have trampled and denuded banks of vegetation; this has led to the sedimentation of spawning areas and caused turbidity. IV. RECOWv T_-NDATIONS FOR ACTION The following recommendations are based on findings of the field team and reflect the original goals of the Basin Reconnaissance Program, as outlined in the introduction of this report. A Inform appropriate governmental agencies of the detailed findings from the reconnaissance of this basin. Project representatives should meet with staff from King IP:SCB 4 In Soos Creek Basin (continued) County Roads Division, Surface Water Management ge Division, Building and Land Development, and other interested agencies to transmit relevant information. B- Reevaluate specific policy issues regarding st daoe water management- These may include the need to: 1- )improve enforcement of wetlands regulations to maintain these areas in their natural states. This will insure their continued function as surface water quality and quantity controllers, as well as preserve their habitat value. If regulation proves ineffective, the County should secure easements or consider other means to preserve wetland areas. 2. Require the establishment of undisturbed buffers and setbacks adjacent to natural drainage swales. Variations in stream morphology and geology indicate the need for stream corridor guidelines that take these into consideration. Improve enforcement of "no clearing" covenants in these sensitive areas or seek Countv easements or actual ownership. Fencing along streams in livestock areas would help water quality and reduce erosion and sedimentation. 3. Investigate and promote the infiltration of surface water where feasible and economical to reduce increased runoff from developed areas. Also, encourage the use of grass swales and open ditch conveyance systems to improve infiltration and water quality enhancement capacity. Areas of high to are identified on final display maps (for the Basin Reconnaissance Program) in the offices of Surface Water Management, Building and Land Development, and Basin Planning. ' 4. Require the tightlin.ing of storm -drainage outfalls down steep or sensitive slopes using state-of-the-art facilities, including high density polyethylene pipe with energy dissipation at the outfall. 5. Reevaluate stormwater rate and volume release regulations for new developments - Current � pments_ Current regulations may be inadequate and result in unacceptable downstream erosion that causes property damage and loss of habitat. 6. Increase current maintenance levels for King County surface water RJD and conveyance facilities. Due to the lack of funding, maintenance of existing facilities is sometimes insufficient and results in facility dysfunction and failure. These will only be aggravated by additional upstream development. L� 1 IP:SCB 5 Soos Creek Basin (continued) D ' C. Prepare a comprehensive basin plan to consider, at a minimum, the need to: I. Enhance and utilize the extensive existing wetlands as regional storm -detention facilities without jeopardizing habitat values. Prepare a schedule for the anticipated need for these hydrologic enhancements as they relate to projected development in the basin and impact the wetland ecology. 2 Examine existing storm-detentioa and conveyance facilities to determine whether their control orifices are properly sized to optimize the detention site and achieve the maximum benefit to the downstream systems. I Establish floodplains in low-lying areas of slight gradient for existing and developed runoff conditions, i.e., adjacent to wetlands, particularly for wetlands proposed as regional detention sites where inundation of adjacent properties may be significant. 4. Identify stream reaches critical to the maintenance of anadromous and trout populations. 5. Review geologic findings from this study in order to identify areas of particular soils' sensitivity and develop special analysis criteria for new developments. D. Construct the capital improvement projects according to the CEP priority selection criteria. These projects, identified in Appendix B of this report, include projects to: 1 Calibrate and retrofit existing detention -control structures and to improve existing conveyance systems. 2 Stabilize channels and slopes. 3_ Provide regional detention facilities, including the utilization of wetlands. where biological assessment has determined that the natural habitat values will not be significantly altered. E. Maintain or enhance the instream and riparian habitats. 1. Maintain wetlands and buffer areas around therm. These provide both valuable wildlife habitat and natural stormwater storage that helps to maintain year-round baseflows in the stream. I Adopt a stream -corridor policy in the Soos Creek Community Plan to protect the stream corridor from damaging types of land uses in adjacent areas. 3. Encourage the Washington State Department of Fisheries to allow use of the natural stream systean for salmon spawning. Maintain a natural run of all the indiaenous anadromous species. 4. Prohibit filling in the 100-year floodplain. The County should establish ' regulations to prevent the loss of floodplains in order to maintain their natural storage for floodwaters and guard against degradatian of itnpartant fish and wildlife habitat. IP:SCB 6 SOOS CREEK BASIN A. Basin Boundary Collection Point Boundary Collection Point T Stream Sr 0072 Tributary Numuer SE I r ._.1.7 _ . ! *5401 Proposed Project J h,dy LabL T CR 14. 5418 T OF SEATTLE WATERSHE Y—� ST IT 9TC .11, IT 'Ail T L A @17 0C)q W, 0� t F 5412 1 Mama 161. IT# J nil, Soro ...... Go z 1, 0 5468 0 Meridian 7 s 0 J J 0 5417 0 . rQ 00 yr 540 4'i 41 T-1 r Ri., r A, V1 xTx Tvl- 54( Cminglon 0 IT a I P� �. is SR r69. r • _ �7 "^^^III ; •lfoma $ Bi Soon sr SOOS CREEK BASIN tE �a NMedianBasin Boundary i_ ,• wl os '•"" OCollection Point Boundaryj •+• "�"�` xi�6 S417aCollection Pointp a114�L•Stream "�' _I �� •1` 0072 Tributary Number .. �I o' iST'• :., "34a1 Proposed Project 5 02 ST a s T.._ •* ! ate j � x� x:_..-� L �,� isf rl s '• � � I i .. � !-, • are - � j F "hT1: I s Si 3:3 00% 576 I I!I �� Low ••• _RI s%rt1 �f [, ^� S . • .•. Nrr,dlun 1<E • A • - S�e ! 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O yea 3 V GO '3 r r c 7 c 0 G - C O tJJ j J f Y f`; f 1 1 1 1 1 1 1 1 1 1 1 1 1 1 APPENDIX B CAPITAL IMPROVEMENT PROJECT RANKING SODS CREEK BASIN Prior to the Soos Creek watershed field reconnaissance, 13 projects had been identified and rated using the CIP selection criteria developed by the Surface Water Management (SWM) Division and the Natural Resources and Parks Division. Following the reconnaissance, 20 projects remain proposed for this area. They include the 7 new, previously unidentified and unrated projects plus the initial 13 projects. The previous SWM capital improvements project list for the Soos Creek Basin had an estimated cost of 53,450,000, while the revised list decreases to an estimated cost of S2,622,000. This 24% reduction in estimated capital costs is due mainly to downward revised cost figures for acquiring, or securing easements over wetlands. The following, table summarizes the scores and costs for the CIPs proposed for the Hylebos Creek Basin. The projects were rated according to previously established SWM Program Citizen Advisory Committee criteria. The projects ranked below are those for which the first rating question, ELEMENT 1: "GO/NO-GO," could be answered affirmatively. The projects can now be considered for merging into the "live" CIP Iist. Any project scoring over 100 points should be considered for incorporation into the six -year CIP plans. RANK PROJECT NO. SCORE COST 1 5415 135 S 156,000 2 5417 127 223,000 3 5407° 113 �28,000 4 5414 105 169,000 5 5409* 100 221,000 6 5416 93 68,400 7 5402- 95 194,000 3 5401 " 59 153.000 9 5406 ' 33 17.500 TOTAL S1,430,000 Indicates project was identified by SWht prior to the reconnaisance_ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r °b °fir � C �4 0.:�•yl o a C M C � • � � C1 � ,C � «+ C 4r � D v E •• 6 - G 6) 6i G H C ,w G v O v O C u H y tl� z ��5 V 0 > C y 0 .--, 0 M Oc b— C W CF tL= ez a� 3 0 J a dC: o .ter v, Ca. 0. -cn 0 = 3 �.c'v c � � •� i.. W y V U J. 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O y C v _ �_ y Q O _ ° O y to � x , � U s -3 � t' .f ci C G il 0 Z •ll — C a = f c - r u 3 � r � C C V � 0 •Y y r � G_ � C C •� ez C C*1 fi TASK 3 FIELD INSPECTION u 1 u 1 7 EXHIBIT J Off -Site Analysis Drainage System Table 1 5 11 L 7 77 1 c c E5 Ir � CL .O o 8 O •p Iwo as IE cu D 0O z z r0 z z a ".2 g z z z z $tl�� 0 0 0 0 �.asj'zzz z o z z z z dr k O � N a d o C o au o..a G'•.tw ( 03 a V 0 3 d) U cd E b Q {y b W m O. 3 c Cb U ° o rn CI tC tu � "�4 j� b A V ' � FF }} V ry � Boa o ITASK 3 FIELD INSPECTION ' There were no major problems reported or observed during the resource review other than the project site lying within the sensitive area known as an erosion sensitive area. Based on the review of the drainage complaints in the downstream drainage course, there were no existing constrictions or lack of capacity in the existing drainage system nor did the field reconnaissance find any potential constrictions or lack of capacity in the existing drainage system downstream from the site. 1 3.1 Conveyance System Nuisance Problems (Type 1) Conveyance system nuisance problems, in general, are defined as any existing or predicted flooding or erosion that does not constitute a severe flooding or erosion problem. Conveyance ' system nuisance problems are defined as flooding or erosion that results in the overflow of the constructed conveyance system for runoff events less than or equal to a 10-year event. Examples include inundation of a shoulder or lane of a roadway. Overflows collecting in yards or pastures, ' shallow flows across driveways, minor flooding in crawlspaces or unheated garages/outbuildings and minor erosion. Based on a review of the drainage complaints provided by King County, there is no evidence of past conveyance system nuisance problems occurring nor is there any evidence of any occurring during our site visit. One drainage complaint dealt with a plugged pipe immediately on the ' southeast corner of the project site, not on the project site. The project site does not drain to this pipe, which was plugged at one time but was cleaned out and the drainage passing through the pipe was allowed to pass through unobstructed. 3.2 Severe Erosion Problems (Type 2) Severe erosion problems are defined as downstream channels, ravines, or slopes with evidence of or potential for erosion/incision, sufficient to pose a sedimentation hazard to downstream conveyance systems or propose a landslide hazard by undercutting adjacent slopes. Severe erosion problems do not include roadway or minor ditch erosion. Based on our site visit and the King County drainage complaints, there is no evidence of, or potential for erosion/incision sufficient to pose a sedimentation hazard to the downstream conveyance system evident anywhere along the downstream drainage course. However, this project site is known to exist in a sensitive area for erosion problems and, during construction when the site is unstable, there will have to be some measures instituted to prevent erosion from occurring on the project site so that the wetlands and Soos Creek are not impacted by sedimentation during construction. 3.3 Severe Flooding Problems (Type 3) Severe flooding problems can be caused by conveyance system overflows or the elevated water surfaces of ponds, lakes, wetlands, or closed depressions. Severe flooding problems are defined ' as follows: Flooding of the finished area of a habitable building for runoff events less than or equal to the 100-year event. Examples include flooding of finished floors of homes and commercial or industrial buildings. Flooding in electricalfheating systems and components in the crawlspace or garage of a home. Such problems are referred to as "severe building flooding ' problems." I11418.008.doc [JHftepl • Flooding over all lanes of a roadway or severely impacting a sole access driveway for runoff events less than or equal to the 100-year event. Such problems are referred to as "severe roadway flooding problems." As mentioned previously, there is no evidence of flooding from the drainage complaints or from ' our site visit downstream of the subject property. The entire downstream drainage course courses through mostly undeveloped land that consists of trees, brush, wetland, and a meandering stream with a couple of street crossings, including S.E. 192nd Street and S.E. Lake Young's Way approximately 1 mile downstream from the subject site. Most of the downstream drainage course occurs underneath the BPA transmission line easement. The portions of the downstream drainage course investigated by this site visit and a review of the soils map indicates that the downstream drainage course occurs through Alderwood, Norma, Everett, and Seattle muck type soils. The held reconnaissance for this off -site analysis drainage report was conducted on November 29, 2004. The skies were partially overcast and the high temperature was less than 40 degrees. 1 LI 1 1 11418.008.doe [JPJltep] 1 TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS F r Li ITASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS ' Runoff leaves the site by sheetflowing off the eastern property line of the site through thick vegetation and a wetland area for approximately 300 feet until entering Soos Creek, which is a meandering stream lying east of the project site. Runoff then courses southerly through Soos Creek until it crosses underneath S.E. 192nd Street though 36-inch CMP culvert at a fairly flat grade. Runoff then courses in a meandering stream known as Soos Creek over 1 mile from the site until it crosses underneath S.E. Lake Young's Way. This entire downstream drainage course occurs through wetland, tall brush, and treed areas. Review of the Exhibit K -- Drainage Complaints show that there are no complaints concerning low conveyance capacity, flooding, or erosion in the downstream drainage course within 1 mile of the site. We investigated the complaints that we believe to be near the downstream drainage course based on the complaint list. After review of each complaint, only one is actually near the downstream drainage course. Complaint No. 96-1550 This complaint concerns a plugged culvert that caused flow to overtop a gravel driveway immediately adjacent to S.E. 192nd Street, which this project site will not drain through after development. This complaint has no impact on the analysis to determine flow control requirements for this project 11418.008.doe [JPJltep] 1 EXHIBIT K Drainage Complaints ill 'I 1 Ll NQV.22.2004 11:05AM KC WLRD King County Water and Land Resources Division 201 S Jackson St, Suite 600 Seattle, WA 98104-3855 l/ I Fate., / ! FAX Fax:. 4(aL If a Phone: FILE COPY Number of pages including cover sheet: From: Candi Me EaLlech WLR Stournwater SeMces Section Phone., 206-296-1900 Fax Number: 206-296-0192. IlVIpORTANT LEVEL I -ANALYSIS NOTE: We do not send copies of certain complaint types that are not relevant such as BCW, F1, FIR, FIR and WQA, and we do not send CL and LS types, See key below. Type S 1, S2 and S3 will not he faxed due to size constraints, The following is a list of complaint types received by the Water and Ladd Resources Division Drainage Services Section, Complaint numbers beginning prior to 1990-XXXX have been archived and a,, no longer in our possession, They can still be retrieved. if necessary, but will take additional time and may not be beneficial to your !research due to their age, development which has occurred, etc. If you are interested in reviewing the actual complaints, they can be palled (time permitting) for your review. Copies can be obtained for $ .15 per page, and $2.00 per page for plans. OrIWC$tl t1QF1 1Wae of Problem C Action Regaogt Bew Business' for Clcat► Warot• DCA ]7avelopmettt/Cons�uctioa DDM D, ago . Miscellatteoa9 CCF R:asponse to Inquity •CL Claim DES Drainage->3rQgiaNSedimentatian . ER Enron meat on Hold ME Drainage-I=ndWidc +EArttiMovement DTA Drainage Teabnieal Assista"M ER &tromement Review FM.PMFCS Facility Complaints M pminage - Gnnaw Ingnity FI swM Fee Iaquny MVIA Mauttanance-Amtha= MW Maintena= - Flooding FIR SWM FM Review lam? SWM Fee on Bold MMG MaimnanGe _ General •IS Lawsuit - MMM MaintaMCO - Mowing RR Fatuity Raginad Roviaw MNM M41ftnum-Needs Nfadntevmce bww Wei NDA Ncighbothood Drainage AWwou o WQC ware sw SWM Fee Qdeadous Qttatity Compiniat WQA Water QtW4y9nfQM=MM WQa W afar Qnality - Beet Miutagammt Practices WQR Water Quality Engineming Review WQD Walm Qua W- Damping WQI W*r Quality - Illicit Canoeodon WQA WaterQuaWAndit WO-0 Water QKwity - other REM SWM Fee -Ramemroment cRr SWM ree-ctmnt SI.M.SM Ensirmd" SWdies NWD SWM Fao-Naw Dlsoount "Sabjom to Public Disci?sure ntqukMEM i. Rocolpt or wttittctt n IUM for documents 2. Rc+1Cy and approval by ProsemUng Anomey's offlee NOV,22.2004 11:06AM KC WLRD NO.660 P.2/5 King CWY WateP and land Ras mus Mom - KrshM SmmqIw Sac" Printed: 11/19/2004 1:50:07 PM CompWal Type mumbir Cella Type at RqM801 AddPaag of Praft Camants Thrns Pago 1975-0076 C FLDG RD WY/FLD'D/i12TH AVE SEISE 166TH ST 686E2 1077-0003 C DRNG 12207 SE 192ND ST 0 GOLDEN HILLS 686F3 1977-0072 C FLDG 12202 5E 192NO ST 686F2 1976-0080 C PONDING 19248 121ST PL SE EAST OF BENSON HWY 686172 1978-0061 C DRNG 19248 121 ST PL SE 686P2 1979-0047 C 11403 SE 204TH ST SOIL BULLDOZED/PANTHER LK AREA 686E2 1981.0061 G DRNG 13917 122ND PL SE 8LOCKEDIEAST HILL AREA 686F3 1981-0215 C DRNG 19918 122NO PL SE C/S CAVING IN 686F3 1982-0539 1983-0424 C X FLDG DRNG 12600 12528 SE 192ND ST 5E 202ND PL EAST KENT AREA SYSTEM MAINTENANCE 686F2 686F3 1984-0298 C FILL 18504 112TH AVE SE ILLEGAL NEAR: 17409 126TH AVE SE 696E1 1984-0310 1984-0314 R C FLDG FLDG 13250 13250 SE 192ND ST TO ROADS DIVA 666F2 SE 192ND ST SE 192NO ST/134TH AVE SE 686F2 1984-0324 C DRNG SE 204TH ST/i24TH AVE 686F3 1066-0702 C DRNG 12240 SE 200TH $T MAINTENANCE OF LOT 686F3 1986-1166 C FLDG 11202 SE 186TH ST STORM OVERFLOW 686E2 1986-1185 C FLDG 11202 SE 186TH ST SEE: 86-1166 BRYANT. BILL 686E2 1986-1190 C FLDG 11001 SE 188TH ST BASEMENT GIrTTING WATER 686E2 1987-0246 C FLDG 20236 127TH PL SE WATER FROM NEIGI-19ORS 87-0918 686F3 1987-0334 1987-0471 C C DRNG FLDG 11202 11202 SE 186TH ST SE 186TH ST CULVERTS BLOCKED 86-1166,1185 SPRING GLEN 88.1166,1105 686E2 686E2 1967-0545 C DANG 18627 109TH AVE SE INADEQUATE SYSTEM 686E*2 11987-0675 1987-1049 C C DITCH 19407 124TH AVE SE DRAINAGE DITCH ON PROPERTY 686F3 TO RD COORD 04/27187. 686F2 1988-0238 G FLDG 18431 120TH AVE SE NEW DREVEWAY WILL IT FLOOD 686F2 1988-0236 ER PIPE i843i 120TH AVE SE NEED EXTENSION OF 42" CULVERT 686F2 1988-0551 C DRNG 20002 124TH AVE SE FILL IN WETLANDS 686F3 1989.0003 C DRNG 18512 120TH AVE SE INCREASED RUNOFF/CHANNEL 686F2 11989-0019 C DRNG 19400 124TH AVE SE DITCH MAINTENANCE 666FG 1989-0192 C DRNG 18612 120TH AVE SE X PIPE NOT WORKING 686F2 11,119-0411, 1989-0650 C C DRNG DRNG 12213 18631 SE 1911TH ST 111 TH PL PONDING IN DRAINAGE EASEMENT 686F3 SE S/W DRNG AND DAMAGE 686E2 1989-0700 X DRNG 18631 111TH PL SE WATER ON SIDEWALK168-0650 FRITON 6861_2 C DRNG 11254 SE 166TH ST PLUGGED CULVERT/STORM 686E2 �1990-0075 1990.0141 C FLDG 18400 112TH AVE SE POND OVER FLOW/90-0149,235,372/STOR 686E2 1990-0149 C FLDG 11202 SE 186TH ST R/D POND OVERFLOWIROBERT/ STORM 686E2 �1990-0231 C DRNG 18425 112TH AVE SE HID POND OVERFLOW/STORM 90.274,37 686E2 Page 1 of 4 NOV.2�!.Z004 11:06AM KC WLRD NO.660 P.3i5 1 iahilut Typo 'i Number l TYPO of ProlloM Address er Pralo Cemmeats Was Paug 1990-0235 G FLDG 11202 SE 186TH ST WATER IN BASEMEvNT/STORM/90-141,149, 686E2 1990-0274 C FLDG 11022 SE 184TH PL H/D POND FLOODED/STORM G86E2 1990-0342 C FLDG 11202 SE 186TH ST RID POND/ROBERTISTORM EVENT 686F'2 1990-0372 1990-0664 X ER DRNG MANHOLE 11202 12400 SE 18eTH ST SE 201 ST PL RID PONDS OVERFLOW9/90-141,149,235,2 6a6E2 FAILURE-LINDA CREST PLAT DIV 1 & 2 686F3 1990.0709 CL FLDG f6604 112TH AVE SE CL#12959 SEE CL#13224 DUE ❑ECEMBE 686E2 '1990-0884 C DRNG 18427 112TH AVE SE R/D POND DRAINAGE/SToRM 68GE2 1990-1061 CL FLDG 11202 SE 186TH ST CL#13224 SEE CL#12959 GAPIAGE FLOO e6.6E2 1990-1063 C DRNG 12025 SE 196TH ST SPRING HILL ONMITCH NOT DRAINING 6E6F3 ' 1990-1186 CL FLDG 11044 SE 186TH ST MEMOIRUDDELLS STUDY TO PA 686E2 1990-1212 C DITCH 11044 SE 186TH ST AD/SIDE DITCH-FILL/90.11Be E86E2 ' 1990-1212 1990-1212 E ER FILL/DIT FILL/DIT 11044 11044 SE SE 186TH ST 188TH ST WILL START WORK 09/20 CHK ON 09/3019 RUDELLS 666E2 STUDY 686F2 1990-1226 C ORNG 18615 107TH AVE SE FLOODED BASEMENTIBAD ROADWAY 6asE2 '1990-1445 1990-1530 C SR DRNG FLDG 18427 18427 112TH AVE 112TH AVE SE R/D POND OVERFLOWING TO STUDY/91-1 686E2 SE STORM EVENT 6$6E2 1990-1531 SA FLDG 18427 112TH AVE SE STORM EVENT NOT NDAP 686E2 C DIING 18624 112TH AVE SE '1991-0150 686E2 1991-0150 SR DRNG 16624 112TH AVE SE NOT NDAP 686E2 1991-0196 C FLDG 18425 112TH AVE SE 1991-0196 SR FLDG 18425 112TH AVE SE NOT NDAP 686E2 686F2 1991-0258 C DRNG 11254 SE 188TH ST 666E2 ' 1991-0299 1991-0299 C SR FLDG FLDG 19835 19835 121STAVE 121STAVE SE OVERFLOW OFF PIPES REFER 686F3 SE TO BALD 686F3 1991-0426 C FLDG. 12100 SE 197THST WASH 0 UT OF ROADIDEVE LOP EMENT 686F3 1991-0488 S1 SPK TO FINISH $1 314 -S2 TO'92 CON 688E2 1991-0667 CL DRNG 18427 112TH AVE SE SEP- 91-04,38 SEE SUDDELLS 686E2 1991-0837 C DAMAGECI3 19001 116TH AVE SE C/B BELOW GRADE 686E2 1901-1005 C DRAINAGE 12213 SE 199TH ST PONOING IN YARDIFENCING 6861-3 1991-1085 C FLDG 11200 SE 186TH ST RUDDELL POND OVERFLOW 686E2 1991-1132 C DRAINAGE 19006 118TH AVE SE INFO TO PM&D 686E2 ' 1991-1149 X FLDG RID 11200 SE 164TH ST CCF# SWM-1031 RID POND CAPICITY 666C2 1994-0038 C PONDING 11430 SE 192ND ST POSS GRADINGIRLLING VIOLATION 686E2 11914,0144 1995-0200 C C PRNG DITCH ?S 17925 1 a204 116TH AVE 116TH AVE SE SE POSE FILLING VIOLIACT PLAT MOANING G LACK OF CONVEYAYNCE ON PVT PROPE 686E1 686E1 1996-0245 C RUN OFF 19526 122ND PL SE SPRING HILL ELEMENTARY INFO RDS DIT 686F3 '1996-0788 C FLDG 12232 SE 200TH ST FLOODING DUE TO STORM AND SUBSTN 686F3 1996-0788 NDA FLDG 12232 SE 200TH ST FLOODING DUE TO STORM AND SUBSTN 686F3 1996-0766 R FLDG 12232 5E 200TH ST FLOODING DUE TO STORM AND SUBSTN 686F3 ,1996-0805 C DRNG 19400 120TH AVE; SE DFIAINCE FLOW QUESTION DEVELOP INF 686E2 Page 2 of 4 11 NCV.22.2004 11.07AM KC WLRD N0.660 P.4i5 1 ' cwf*t Numur TYPE coda TYPII It MOM A S of Prodlam Conlln�tlli Toros Pape 1998-1550 C DRNG 19121 124TH AVE SE PLUGGED D/W CULVERT IMPACT TO PVT 686F2 Tfll- 1996-1564 C DRNG 18908 113TH WAY SE PRIVATE PROPERTY IMPACT TO PVT DRN 686E2 1996-1635 C DRNG 20024 124TH AVE SE ROAD IMPROVEMENT PROJECT IMPACT 686F3 '1996-1906 1996-2071 E C RID PCNI] FLDG 12813 11828 SE SE 232ND 180TH PL FENCE ENCROACHMENP INTO TRACT Gehl-3 ST INADEQUATE CONVEYANCE OFFSITE FLO 68SE1 1996-2071 R FLOG 11826 SE 1 BOTH ST INADEQUATE CONVEYANCE OFFSITE FLO 686171 '1997-1123 C GRADING 18908 113TH WAY SE PVT PROP IMPACT NO DRNG INSTALLED 6861=2 1997-1123 R GRADING 18908 113TH WAY SE PVT PROP IMPACT NO DRNG INSTALLED 686E2 1997-1179 C DRAINAGE 19113 121 ST PL SE INSTALLATION OF DRNG IN R/W OLp/OFF 686F2 'C— ' 1997-1179 NDA DRAINAGE 19113 121$T PL SE INSTALLATION OF DRNG IN R/W DLDIOFF 686F2 1997-1179 R DRAINAGE 19113 • 121 ST PL SE INSTALLATION OF DRNG IN R/W OLD/OFF 686172 1997-1301 1997-1505 C C DRAINAGE TREES 19125 12232 SE 121 ST PL 200TH ST SE SUBSTANDARD INSTL OF DRNG SYS PVT 686F2- DANGEROUS TREES ON COUNTY PROP 686F3 1997-1572 C TREE 12232 SE 200TH ST REMOVAL OF WINDFALLS REQUIRED 686F3 1988-0019 1998-0058 C C DRAINAGE DRAINAGE 19016 18620 116TH AVE 1167H SI= NEW GRAVEL RD POSSIBLE PVT PROP IM 686E2 AVE SE SFR COUNT IMPACTING ADJACENT PROP 68SE<2 1998-0108 WOG OIL SPLL SE 199 ST/124 AVE SE SPILL OF POLLUTANTS ALONG RO R/W 686F3 '1998-0361 C DRAINAGE 12463 SE 198TH PL INFO REOURST RE WETLAND/OPEN SPA 6mF3 ' -- 1998-0926 C DRAINAGE 19133 121 ST PL SE APPARENT OBSTRUCTION IN ROAD DRN 666172 1999-0306 C DRAINAGE 11618 SL= 1BSTH ST ADJACENT PROP PAVED 2500 SO FT 686E=2 ' 1999-0329 FCR BAMBOO 12317 SE 179TH PL NON NATIVE GROWTH IN R/D FACILITY 896F1 1999-0503 C FENCE 12465 SE 198TH PL REQUEST FOR FENCE BOLLARDS AT ACC 686F3 ' 2000-0398 2000-0572 C C bDM DDM 12625 ACROS SE 192ND ST 19029 120TH AVE REQUEST TO DIVERT FLOW DISCHARGIN 686F2 SE APPARENT FILLING OF ROADSIDE DITCH. 686E2 2000-002 R DDM ACRos 19029120TH AVE SE APPARENT FILLING OF RCADS0E DITCH, 686E2 '2000-0713 2000-0713 C NDA- DDM DDM 12232 12232 SE SE 200TH 200TH ST INCREASE FLOWWS IMPACTING DRAINA 686F3 ST INCREASE FLOWS IMPACTING DRAINAGE 686F3 2000-0713 R DDM 12232 SE 200TH ST INCREASE FLOWS IMPACTING DRAINAGE 686F3 12001-0247 FCR MMA 12317 SI~ 179TH PL IDENTIFIED NOXIOUS WEEDS, SLACKSE 686F1 2001-0322 woo 11631 SE 164TH ST APPARENT GFIEY WATER DISC HARGE INT E3E36E1 2001-0322 WQC WOO 11631 SE 184TH ST APPARENT GREY WATER DISCHARGES INT 686E1 2001-0389 WQC WQI SE 18aT & 118TH AVE SE POTENTIAL GRAY WATER DISCHARGE. C 686FI 2001-0389 WQE WQI SE 1SOT & 118TH AVE_ SE POTENTIAL GRAY WATER DISCHARGE, C 686E1 �2001-0389 2001-0416 WQR WQC WQI WQB SE 180T 12232 SE & 118TH AVE 200TH ST SE POTENTIAL- GRAY WATER DISCHARGE, C 686E1 CONCERN OF$CAP SUDS EYEING DISCHA 668P3 2001-0455 WQC WOES 12313 SE 198TH ST APPARENT LACK OF POLLUTANT CONNR 666F3 2001-0455 WQR WQB 12313 SE 198TH ST APPARENT LACK OF POLLUTANT CONTR 686F3 2002-0314 C DDM 18524 114TH AVE SI= SHEETFLOW ONTO PROPERTY FROM UP 686E1 2002-0381 C DDM 11625 SE 184TH ST SOGGY AREA IN YARD. MAY BE THE RES 686E1 2002-0402 C MMA 12235 SE 199TH ST REQUEST TO REMOVE TREES ON COUNT 666F3 Page 3 of 4 11 NCV.22.2004 11:08AM KC WLRD 1 .... NO.660 P.5/5 camphot Typo ' her Coda TYIMhfPraft AdAmsaPProm CammMh Thr as Pape 2002-0553 C DTA 19013 114TH CT SE CONCERN REGARDING POSSIBLE SLOUG 666E2 ' 2003-0545 WOR WOB 18601 126TH PL SE 2003-0762 WQA WQAI 19433 VASHON HWY SW BMPS are ALL IN PLACE 666172 2003-0847 2003-0847 C R DDM DDM 19230 19230 116TH AVE SE 116TH AVE SE APPARENT OBSTRUCTION OF OFFSITE C 686172 686E2 APPARENT OBSTRUCTION OF OFFSITE C 666E2 2003-0909 WQC WQDFj 18601 126TH PL SE AUTO FLUID RESIDUE ON STREET AS A R 666F2 '2004-0223 2004-0286 FCR E THE MNM 18004 18004 124TH AVE SE 124TH Trees removed From Facility D92162. Investga 666F1 AVE SE Facility D92182 dispersion trench tlled/graded 686F1 2004-0286 FCA MNM 18004 124TH AVE SE Faciity D92182 dispersion trench riled/graded 686F1 2004-0286 R MNM 18004 124TH AVE SE Facility 092182 dispersion trench tilled/graded 686F1 2004-0337 SUP REC 12462 SE 198TH PL PARKS REQUEST TO INSTALL TRAIL AND 686173 2004.0337 SUPF REC 12462 SE 198TH PL PARKS REQUEST TO INSTALL, TRAIL AND 686F3 ' 2004-0389 FCS MNM 12232 SE 200TH ST 2004-0453 WQC WQDR 12212 SE 199TH ST Possible WQ problem of gasoline in storm cyst 686F3 686F3 2004-0745 C DTA 18418 127TH AVE SE 2 pipes From neighbor drain onto complainant's 686F'1 i 1 Page 4 of 4 DEU . 1 . �kUU4 10; � (HM KC: WLHL) NO.839 P.1/18 1 1 LI In L� FIL King Cou= Water and Land Resources NIZI Division 201 S Jackson St, Suite 600 Seattle, WA 98104-3855 FAX • - ill .! /_/.: �f'/� Fax-. 62air- I- 72a Phone: Date: f! L? Number of pages including cover sheet;, From: Candi McKgy, Eng Tech 11 WLR Stormwater Services Section Phone: 206-296-1900 Fax Number: - 206-296-0122 "OR.TANT LEVEL 1 •ANALXSM NOTE: We do not send copies of certain complaint types that are not relevant such as BCOV, FI, FIR, FIST and WQA, and we do not send CL and LS types. Seeley below, Type S 1, S2 and S3 will not be faxed due to size constraints. The following is a list of complaint types received by the Water and Land Resources Division Drainage Services Section. Complaint numbers beganning prior to 1990-XXXX have been archived and are no longer in our possession. They can still be retrieved, if necessary, but will take additional time and may not be beneficial to your research due to their age, development which has oecurmd, etc. If you am interested in reviewing the actual complaints, they can he pulled (time permitting) for your review. Copies can be obtained for $ . I5 per page, and $2.00 per gage for plans. 'a0. Adh Tym of Inve0imation IM of Problem C Amon Roquost DCA DevelopmentlConatra don BCW $uaipcw' for Goan Water DDM Drainage - Miscellaneous CCF Response to Inquiry DgS Dr4nagv--9mion/5edm=tatldn - *CL Claim DLE Dmira—rAndsli&42arthMovwmt EH 13ufocoement an Bold DTA Drainage Technical Assismaw ER Enforcement Review . INQ Ihcsi.Aw — Geneml rnquiry FOC,PCRXS Facility complainta MMA Maintenance - Aesthetics F1 swM Pee Inquiry MMF Mainwi m:t - Flooding FIR SWM Fee Review MMG Maintaaancc - Gcnaal FM SWM Pot on Hold MMM Maintenance - Mowing *LS Ilnwaull MNM Mamtenams—Needs Maintenance . . . RR Ratillty Aegin6mia6 Review h3lr w Maiutonanae-Noxious Weeds NDA Ne➢thbodtood Drainage Assisr nm SWF SWM Fee Qvaatious WQC water Quality Campinint wQB water Quality — amt Kmagcmcut Practices wQB Water QUAW Enforcement WQD Water Quality -- Duruping WQR water Quality &tginaating Review WQI Water QUAU1y — Illiolt CanneCdQrk WQA Water Quality Audit REM SWM Pcc-Ranc"MMn nt WQo waterQuaUty—other GIRT SWM Fee -Grant S1.52,91Q Mgiria ttg Studiet NWD SWM Foe -New Discount -Subject to Public Diacl�suro mqulr"wata i, Ropeipi otwiitian n'cgttest for documents I Review and approval by Prosecuting Attorneys office LJ �•�DEC. 1.2804-117 38AI�1"'�KC WLR I`10.839—P.2i1 ' K�t�G CaUNTY DEPARTMENT Of PUBLIC WORKS SURFACE WATER MANAGEMENT DIVISION. NATURE OF COMPLAINT: 9:1 LOCATION: • oe COMPLAiNANT:_ COMPLAINT INVESTIGATION REPORT .. giAo r ' 1 PL 0(4,A-- a-� Address )WtM ~ 1�` Vic. e{r------ City State zl DETAILS 0_F-COMPLAINT: z14.. SGu4S�- 01 .C6 - CONIPI HINT RECEIVED HY: ' DETAILS OF INVESTIGATION: 11 1 1 a� I Sketch on reverse Side: Yes © No ❑ Photos: Yes No ❑ oA00ty I� r rs �h I f- SEC -�-- TWP2 RGE _ KROLL PG, COUNCIL DIST, PNQNE NO ' WORK _ C� - 25 t-7 O I6MPI4,[NT INVi;STIGATEA RY; - _ __ __ __ _ DATE: ACTION TAKEN: Complainant -advised of actloIn possible or taken by: Phone 0 Letter ❑ Personal Contact Q _ - Complaint Action Handled By Closed: OK'd: ULC:. 1 . l 1UU4 1b: WLKD NO. 839 P. :�/181 �•- KING COUNTY SURFACE WATER MANAGEMENT D VISION DRAINAGE R ESTIGATION REPORT M Page i; INVES`fIGATION'REQUEST necelved by: Type .. 1 Date: g�� `� �a 'OK'd by: 1) File •N o. .� Received from: � `_ .,�. r'' - (Plaas� pant plainly for scannln8). {Davy NAM[_: j T (Eva) � e ✓ �� PHONE ate. ADDRESS; i ! 1--�- 2 Clty a l state zlp'o5S Location of problem, rf different: '�v ' Reported Frobfern; � L.o ¢ 2 o99 $f Z 719 /f-3 Plat Warne: �%/�, u1e 5 ��►� ��..�e.✓I _TAS bl' ✓ S Lot No: 13 Black Na: Other egencles involved: No Field investigation Needed ° {infual:) 33 Parcel 9 4 o z6z.:..._ ,. eI No. 4 1/4 S T Kroll St Th.Rros: New � Old 1 + Basin _a_z Council Dist Charge No: -'SPONSF.• Citizen notified on by ---------,--. �� photle , letter in person 9�?-?4 C4�e c z-0 LL,�r 1�%5r5ivG t Cs� L L +7 0I it Z F-A/ 'f� � r 7 T 7 'eO 5 sr`1 r Ii d C4 R? C (J T 14-1 O L4LG` ,y-,C '� 5. Cu t " IsposirrION; Turned to , on' by Lead agency has bean notified: Problem has been corrected. No problem has been Identifif Private problem - NDAP will not consider because: _ Water originates onsle and jor on neighboring parcel — Location Is outside SWM Servlae Area. ATE~ CLOSED; 7 7, by, _711y OR: No further action recommended because: See File Other (Specify): I T A61-0 69-7-b on addresses problem. - DEC. 1.2004 10:39AN KC WLRD -_wi10urvnoJ .HH19 P.41lc, 1 1 1 1 1 1 1 1 1 1 1 1 1 SurKinCounty Surface nua NO. 96-1550 iGa Water Management NAB JEANNI� RILEY �h•o•,e lh.r ds�ara..� ADDRESS 19121 - 124TH AVE Sr DRAINAGE INVESTIGATION REPORT IM]PHOra asa.gsaT TB PAGE gee— �? FIELD INVESTIGATION MAII�AINS p IS 4 sas DATE 9.13-96 � DIVISION4 TrirMus - MAM 'DETAILS OF INWSUGATION: SITE VISIT ON 9.01E-9s. PLUGGED DRAINAGE CROSS CULVERT . INVEBTIGATION FOUND GIGNS Ot DRIVEWAY BEING WASHED GUT AT 19121 - 124TIl AVE SE, AN IS- CONCRETN DRIVEWAY CULVERT WAS FOUND TO BE FULL OF SEDIMONT AND GRAVEL WHICH 19 RESTRICTINa PLOWS. DURING INVBSTIGATIOH ONLY A SMALL AMOUNT' ON WATER WAS PABSING THROUGH THE PIPE. PHOTC4 TAKEN * 1 LOOKING AT DRIVEWAY AND SIGNS OF WASHING OUT CAUSED BY PLU0121!b CULVL'RT. A 2 LOOKING AT UPSTREAll END OF CULVERT IMPACTED WITH SXETCH- HOURE 10421 1°OWEA POLR ROADSIDE I)RAIRAGE r r SE 192ND ST 4 GRAVEL_ ORIVwAY AREA MINA WASH® OUT CROeE CULVERT ie' come PIPE r r 4 FLAW tiIREcnow DEC. 1.2004 10=39AM KC WLRD NO.839 P. 5i13 - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 TO TONY LEDBETTER SUPERVISOR FROM LA� ROARS DIVISION 4 GETfiLIE 81= RENTON SURFACE WATER MAC MAIL STOP sA LOCAL DRAINAGE SEAVIGE King County MAIL STOP C22 Surface water Management a.ob.. a.or da..Krr.. a,. „ MESSAGE DATE 9-27-96 POR YOUR RESPONCE, DRAINAGE PIPE AT 19121 - 124TH AVE SE APPEARS TO BE WITHIN THE 120- RIGHT-OF--WAY AS SHOWN ON THE ACCESSORS MAP. PIPE APPEARS TO BE PLUQGED. PLEASE REPLY IF ROADS WILL CORRECT. IF NOT POSSIBLE NDA. I w. SR 10MUD ST llEC. 1 . EQ84 1A 4�A KC WLRD N0.839 P. 6i1�7 !G i.:OUNTY WATER Arm LAND RESOURCES l rMOX �DkAMAG9 INVESTIGATION REPORT' ' Page 1: INVESTTGATIONRP,QUPST PRoBLEMy,,� Type lt£CEYVEDBY: Received #'rom: i (Day) (Eve) PHONE ADDRESS; f- 4 ' Location ofproblem, if different: State dip Reported Problem: CALL FIRST ' ❑ (Would Like To Be I'lresaAL) . ✓77V 1/eG�'� ��c` j /•v N , �j."'�(}ft.vJ1 �u 'T 49 i��c��I�'fl �� c�J � t�7c-�,7'ii Lr�o t7�. �•�. IV�= - c ley /c_s a 77A Plat name: K)or - i-v- Kx o �5 Lot No: Block No: Other agencies involved: No field investigation required (initials) �� S T R Parcel No, 1 $ r� Kroll � Th-Bros: New p FZ Diswct Old 4z a5 Council Charge No. RESPONSE) »Citizen notified on """"'.�...».....» ._ __ .� _ �..»» ...�_� .» _ ..__ _ ..._.,................. bY:phone lever in person . �'.s�t�� B•�- �� No r�is�t�z tip; DiSP©9ITtoN: Turned to I�� i , on U 1 b Y OR: No further action recommended because: Lead agency has been notified: Problem has been corrected, No problem has been ident%fied, — prior. investigation addresses problem: Private problem - NDAP will SZE ftg p not considea because; --_Rater originates onsite and/or on neighboring parcel. Location is outside WLRD Service Aiea. / / Other (Specify); DATE CLOSED: ULU. I.ZUU4 10:40AM- KC WLRD NO.889 P.7/12 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 KING C Ovrrrx DOPartmen# of Natural Resources �.�...... Water and Land Aesource DIvlalon DRAINAGE INVESTIGATION REPORT FIELD INVESTIGATION FIE No. 97-1179 NAME S EVE SKOALS ADDI�ESS 19113 • 12 ST PL SE PRONE 564.4201 TB PACYR 648-F2 XROLL PAG13 _ BOSW DATE 7-25- 97 11 AIN� DrvnION 4 IE`1ITDI-Ls - MAM DETAILS OF INVES11GATION: SITE VISIT OIV 7-24-97, PROPERTY OWNER AT 19126 - 121 ST PG SE FILLING IN DRAINAGE DITCH WITH W PERF INVESTIGATION FOUND 121ST PL, SE IS A PRIVATE ROAD WITH AN OPEN DITCH ON THE WEST SIDE OP THE STREET. N THE PROPERTY OWNER AT 19125 IS IN THa PROCESS OF INSTALLING A 6' PP.RF PIPE WITH DRAIN BOXES IN THE DITCH IN FRONT OF THEIR PROPERTY THE E)OSTING DRIVEWAY CULVERTS ARE 12' CONCRETE. FURTHER INVESTIGATION FOUND A CONTROL STRUCTURE WHICH SERVICES THE DRAINAGE DITON. IT APPEARS TI♦E PROPERTY OWNER AT 1913* - 121 ST PL SE HAS FILLED IN HIS PORTION OF DITOIJ WITH 6- PERF PIPE. PROPERTY OWNERS MAY aE REDUCING THE STORAGE VOLUME WITHIN THE DITCH BY FILLIN3, PHOTO$ TAKEN * 1 LOOKING NORTH bOWN 121 ST PL SE, 2 LOOKING AT THE 6 PF-RF PIPS INSTALLED BY PROPERTY OWNER AT HOUsg IV165, #, SHOWING INSTALLATION OF PIPE IN FRONT OF HOUSE 1212B. #� 4 SHOWINQ INSTALLATION OF a' PSIiF PIPE IN FRONT OF HOUSE 10126. # a LOOKING SOUTH DOWN 121ST PL SE FROM IN FRONT OF HOUSE 1911& SKETCH: 1� I Iq, r�IWA �QO ljI ff o 9. *4 �t t cil 1 louse 19' CdlIO HOUSE 10125 + 'job 0 I V a' Pith +0 DRAM B Ur ADS I L 1GHOUSE 7 1 ep CONTROL gmUCTURQ a• Ir CONC Ly —1 a N Sue Tdd SE 192ND ST hid s D•� S �yv DEC. 1.2004 10:41W KC WLRD NSI(UMOUGOD 33RAIXAGS ASATST Arres PROGRAM cOMPLAXNANT EVALUATION wM0 DATE, September 2, 1997 TO: FILr% I' JEFF JACOBSON NO.839 P. S'/I RE! ENCIINE$RING UVAL ATION FOR COMPLAINT No. 97-3,179, Skoa.ls COMPLAINT CI3RQNOLo(3y: ORIGI]x -'. 7/21/97 FIELD INV: 7/24/97 FIELD EVAL: 9/03/97 OLD FIL-zS ; N/A BACKGROUND: 'rhe complainant lives along a private roadway part of short Plat e79062. The original drainage plans for the short plat sbow the open ditch system on the west side of 1218t Place SE mao designed for infiltration/retention as well as conveyance. The Open ditch conveys r=Off to a control structure located at the intersection of 1212t Place SE and SE 19231d Street. The open ditches have 3-2-inch driveway culverts located intermittently, connecting them to one another. The complainant isconce=ed with the recent development in the area and the intrusioxy upon the open ditch system. Last year the resident at 19133 121st Place S8 filled in the open ditch fronting the Property as part of their detached garage addition, A 6-inch Perforated conveyance pipe was installed before the ditch was filled., According to the complainant surface water from the Open ditches overtopped the roadway and flowed east affecting the residents living on the east side of 1215t Place SE. This summer the residents at 19125 121st Place sE are filling in their open ditch while adding a 6-inch perforated conveyance line connected by a series of lawn drains as part of their detached garage'construction, The complainant believes the integrity of the drainage system will he severely compromised and future aativitiea. flooding may result from these FIND 3:NGS Since the problem meets all of the NDAp project criteria listed below, it qualifies for and has been investigated under the mA,p program. e The problem site is within the S involve a King County (y code v olariice area and floes not 1 DEC. 1.2004 10:41AM KC WLRD NO.829 P. Lj/I x 1 I I 1 1 Ij • The problem site shows eviddnce of or reported localized flooding, erooian and/or sedimentation within the off road drainage system on private residential, and/or commercial property due to'later upstream development. • The problem is caused by surface water from more than one adjoining property, SOILS: According to the KC soils map, the site is located in the following soil association: ALDERWOOD ASSOCIATION: Moderately well drained undulating to hilly scile that have dense, very slowly permeable glacial till, at a -depth of 20 to 40 inches; on UPlanda and terraces. OP71ON'S AND D10Ct7ssI0N: An enforcement letter can be Gent to the aforementioned residents who filled in the open ditch system, The Setter will ask for their cooperation in xamovirig the conveyance systems so the open ditches can be restored to functiO4 as designed. =PORCMWMT 33dPACT SCARS w 40 PROVO= SOLDTZON: An enforcement letter will be sent. MWORCMUMFAXORITY SCORE = 40 VO DEC. 1.2004 10:42AM KC WLRD N0.839 f'.1�7i1=; �� comity U Water and band Resources Division Depar=enr nfNatural Rrsaurcea 700 FifthAvcnue, Suite=o Seattle, WA 9810t-502$ (206) s96-SsiB (206) 296-0192 FAX September 16, 1997 David Gibson, 19125 1214t Place SE Renton, WA 98058-7237 r. ~ On September 2, 1997, Water and Land Resources (WLR) Division' staff invesfigated dmimge problem reported m your nei hbhoocl, oza of the existing storm water facili g Om' ynvestigation found that the capacity ty is being reduced by the instoation of the drainage system found in the roadside drainage ditch fronting established to detain slid infiltrate as w convey sproperty. torm water Ming lthe ditches may detract from their ability to control the conveyance of storm wafer flows in the.din y the roadway and your neighbors' g water onto MY not be aware that, properties. This presents a hazard to public safety. You property owner, you could be liable for any personal injury or Proper"y damage that results from this condition, We recomme,�rid that you remove the closed-piPe cOIIIeyance system found in the- roadside ditch fronting your pr to h adside oP�y help resolve this condition. This letter is not an enforcement action or a notsfication of violation of King County law. Its becompurposes u o Seriling this drainage problem to your attention so you can take action before it becomes more serious. If you would like more information about this drainage problem, or would lilm tech n c g assistance in resolving it, Please call Jeff Y"bson, WI,R Division Local. Drainage Services Unit Engfneer, at 296-1953. "mk you far your attention to this matter. Sincerely, Curt W. Crawford, 9FgIoaDraiSi�eer weem., CC:Jl:inW0 cc. Glenn Evans, P.E., Senior Enguteer, Local Drainage Services Unit x Formerly ,Surface Dater Mawgement (5'WM) Division DEC. 1.2004 10:42AM KC WLRD N0.889 P.11i18 1 1 1 fl cor-�Yi FJUg County Water and iand.Resaurces I)ivision �parm'leh[ ofNetural YZ.EBou['� _ 7D0 Fifth Avenue, SUItC 2,2Q0 Seattle, WA NIN-5= M06) 296-66-19 006) 296-0192 FAX September 16, 1997 Gary Vango 93 1211"Place Souther Renton, WA 98058-7237 Dear Mr, Varga. On September 2, 1997, Water and Land Resouz,� drainage problem ��) I]ivisionl staff investigated a Pmted in your neighborhood. our investigation found the capacity of the existing storm water facility► has been reduced by the installation of the drainage sysxern found in the old roadside dutch system fronting Your ProPe!ty, The drainage ditches were established to detain and infiltrate as well as convey storm water. Filling in the ditches detracts from their ability to control the conveyance of storm water flows, sending water onto the midway and your neighbors' properties. This presents a hazard to public safety. You may not be aware that, as property owner This you could be liable far an Or property damage that =suits from this condition.VA Y personal �nJ Y We recommend that you remove the closed -pipe conveyance system fronting Your property and re-establish the sage ditch system to resolve this condition. This letter is not an enforcement action or a notification of violation of King County law, Its Purpose is to bring this age problem to your attention so you becomes more serious. can take action before it If you would like more information about this drainage problem, or would lilo-- technical assistance in resolving it, please call Teff Jacobson, WLR Division Local Unit Engineer, at 296-1953. hank you for your attention to this matter, ��e Services Sincerely, Curt W. Crawford, P.B.: g Lngineq LAVA Drainage Services nit CC:JT.inB29 cc: Glenn F-Vans"P.E., Senior En ees gut , Y.ocat Drainage Services Unit 1 Former lY Surface Water Managemept (SWM) Division DEC. 1. 2004 10: 43AMM CC WLRI} WATFdt AND NO. B33 P. 1211�=; RESOURCES Di'VXSION DRAINAGE L"TSTZGATION REPORT ! PRDBLEM:- r Page 1: JWES• dAnON REQUEST T�pe RECEIVED BY: 1, �],� OK'd b �`T "� FYL� Na. Received from: _ 13 b I NAME: A to ei g � � fDaY)— (Eve) �? PHONE ADDRE53: Ci 1J"�.0 .�) ' State W A Zip _?!Pe 5� Location of'problem, if different. IPA Se✓ Da�vrcL C,ila5+�i Reported-PrOblem: CALL FMST j� �--1 {would Ulm To Be Present) RP-•,�� 9 $ 41 9 8 -7 2 3•7 1,...1 6-Nw-h- '472- � j' � .r fit r1✓.J � ��,� 5,�-�. Z`�fv n1 �,�.� �/ r'-96 w''e 1 .-AG �d f 1`1� A-4 r e, P r ./.fr,: a S� t 97�II7� Plat name:- +1f • 0 t5hxYt Tg . Lot No: q Block No; Other agencies involved: 97-� 9 (0 - No field investigation required_ ` fa S T R Parcel No, -Q Krell _6&5W Th.Sros: New ° k> 1c Basin Di7 G� Old 4? -�_..�..,......... _� �-. .._ - Council District I Charge No. ------------ RESPON„E: Citizen notified on .... �. �......-_�•....,.....--...._...... by: -- ._ Phone letter _in person T-o q 7 l 1 "i , v ,v v 0, %�irO u !fir � )pisl'osrrtorr: Turned to _ on t I by OR: No further action recommended because: Lead agency has been naiified; Problem has been corrected. No problem has been identified. _ Prior inves ' ation addresses problem: Private problem - NDAP will not consider because; .eater originates onsite and/or on neighboring parcel. Location is outside WLRD 5 Other (Specify): DATE CLOSED: 1 / l7 By; 1 ------..DEC-. 1.2004 1 KING C QUNTY Department of Natural Rascurces Water and Land Resource Division DRAINAGE INVESTIGATION REPORT FIELD INVESTIGATION 10:43AM KC IALRD NO.839 P.1:�i1, rnmNo. 9 7-13 01 NAME ANONYMOUS _-_ ADDRESS 19125 - 121 ST PL SE P39ONE TR PACrE 686-F2 KROLL PAGE 80aw DATE, 7-26-87 MAYNT. DIVISION —4 II%T1AI.s -MAN! DETAILS OF INVESTIGATION: SITE VISIT ON 7-24-97. PROPERTY OWNER AT 19126 - 121ST PL SE FILLING IN DRAINAGE DITCH WITH S• PERF INVESTIGATION FOUND 121ST PL SE IB A PRIVATE ROAD WITH AN OPEN DITCH ON THE WAIST SIDE OF THE STREET N THE PROPERTY OWNER AT 12125 IS IN THE PROCEt;s'OF INGTALLING A a• PERF PIPE WITH DRAIN ISOXES IN THE DITCH IN FRONT OF THEIR PROPERTY. THE 00"NO DRIVEWAY CULVERTS ARE 12' CONCRETE. FURTHER INVESTIGATION FOUND A CONTROL STRUCTURE WHICH SERVICES THE DRAINAGE DITCH, IT APPEARS THE PROPERTY OWNER AT 191*3 - 121ST PL SE HAS FILLED IN His POpTION Or DITCH WITH b" PERF PIPE. PROPERTY OWN> 95 MAY DC REDUCING THE STORAGE VOLUME WITHIN THE DITCH BY FILLING. COMPLAINT CLOSED TO 97-1179 SE 192ND ST DEC. 1.2004^-10:441. 7G N KC WLRD NO.839 P.14i1;, 1k UUNTY WATER AND LAND RESOURCES Daum DRAINAGE IIVVESTIGATi431T ' REPORT PR4SLEM:RRA l Pap 1: INYFEMrYA-RON REQUEST Type C� -5/I RECEf V$p BY: D. J A t JXt c. Date: z-:- p 'd b : I+ IL E No. � .`� Received from: , NAME: FIX S k U V1 L�.�. (Eve) PHONE 7b2. - 7 7-C 21 ADDRESS:'C��- City State ' Zip CP�.�) ' JD S Location of problem, if different:e4� ova. -- Reported Problem; CALL FIRST (Would Like To Be Present) -F-6 V'- s �j A/v �4 10v � G.,a lo � � r � � � 1 46 s / -� k 4 S C4 v-E. ct P xzti/ c �' l Asa I a W h. G � �fI rtr dV T G! �v vh L e s Plat ,name; PAR*- Lot No: . Block No: Other agencies involved: -No field investigation requiredZ,,! , TO $E C4NiPJTED $Y COMP (initials) 1J L' U9T P90GILAM STAFF, � 1A S T R Parcel No..� d 1 Kroll CI Th.Bros: New Basin b i, Council District 9 Old �- 1 �- Chaxge No. RESPONSE. Citizen uoti6ed on 4c-11-171' by: _K phone letter '7t -kU�O 722 C7in person .ryzTiul /yi��vtTR+rn/t, oRA. ,% 7%2�r-"ar ess rf1. �.�&�►r�s ,Sw� �rTCp .�i,PsT F.sLz'�Fn..sra�.�v ,�� Nv�41 # A.5 AloT ra thas'p, �d� j C12c Z~fC i��ic. �rr.� �.v� [yap y. o� •�''�I��.STK/CT/ores <dR 7i2Alcr,'ZR�"Ft�t^-fl � �i�Sir✓�r�►��T_ La c-f4a��7�aivr ISPOSrrION; Turned to on 1 1 by OR:, No further action recommended because: Lead agency ba.s been notified, Problem has been corrgcted. No problem has been identified. Prior investigation addresses problem: Private problem -- NDAP SEE- irLE OF will ztot consider because: Water originates onsite and/or on neighboring parcel. `� .T.oaation is outside WLRD ea. �AOther (Specify); DATE CLOSED,- ! / dp" By: 1 7- rl ;Et I a I DLC. 1.2004 10:44AM ' KC WLRD N0.889 INTO COUNTY WATER AND LAND RESOURCES DIVISION DRA1Nmm ZNwSTIGAnoN REPORT P�tO$LIIvI: /N paSe 1: hFMF 1cATMX REQUEST Received from; �CAL Location of problem, if different: .Reported Problem: CALL yawr l01 :.P P. 15/ 1'3 Type. r (Day) (Eve) PHONE ..Sir �� 4" -7- G S c City �rt1 State Zip I� fJ'V (Would Me To Be Present) Re JG Cj"G L &OJS / T.;r- XaV -771^1, G' ��,g1►ws�c� S fs?cm -�, � � ��?'�' f�v �' 1 � rs� �G . s �� r � _ � � ro �� C �,�o5'�`D l��A• i r►I,lI•�� f YS ��rs? • •� ��-= � ly�..� � ST GJ� � �1 y�to �..! •S r¢2 �' /�/CF/ /� s��' T�� l sty, / 9 2-n: C� � fF �� •,�fi-G�S eJ P /� /'� `[/AT�� SJ✓STc�11. 47--f1"TKI/301 �a�.. A aIA&C j (k. 0-1, 4 C4dm�s 4�c\,,k 9� ,� ��•w� `p S`�' rem -u�+ P w e- (e V'4 " 5� Plat name: I 'Lot No; 12 Block No: Other agencies involved: R No field investigation required initiais) sw... V4 S T R Parcel No. Q Kroll In j TILBros: New Basin 50 Council District C e Old . � hang No. ,REspO : Citizen notified on la Z 9 *f b)r photo Letter �_ in person 6 r?r' .�� 9CO A . y Lea+oSC40 Itg VP DMPOS TIOW Turned to - on by— OR; No further action recommended because: . Lead agency has been notified: 4r Arl-- / L/ 4— Problem has been corrected, ' No problem has been identified Prior investigation addresses problem: Private problein - NDAP wM not consider because: Sim Water originates onsite and/or on neighboring parcel. Location is outside WIM Savi —Other (Specify): DATE CLOSED: I I By.. I DEC. 1.2004_10-45RM----�KC WLRD " Department of Natural Aesourao Water and Land Roscuros Dlvislon DRAINAGE INVESTIGATION REPORT MELD INVESTIGATION NO.839 P.16/I E- Fn�E NO- 98-0926 NAME GARY VANGO ADDRESS 191S3 - 121ST PL SE PHONE e A 6 •26 TB PAGE KROLL PAGE BorW DATE. -22-99 MAINT DIVIsroN a DzrnALS - MAM DETAILS ON INVESTIGATION: $ITE VISIT ON 1-12,09, 6TREET DRAINAQE BLOCKED CAUSING DRAINAGE SYSTEM ON PRIVATE ROAD 7o BACK UP. INVESTIGATION FOUND THE DRAINAQI? SYSTEM ON 121ST PI- SE HAS A CONTROL STRUCTURE WHICH DRAINS TO A CATCH BASIN IN THE ROAD RIGHT -OP -WAY. THE SLIDE GATE FOR THE SYSTEM WAS OPEN WHICH ALLOWS FOR WATER TO FLOW INTO SYSTEM FROM STREET CATCH BASIN, CLOSFD SLIDE GAT$ AT THIS TIME, INSPECTED STREET NTS DRAINAGE ON SE 792ND ST JUST FAST OF 121ST PL SE FOR ANY BLOCKAQF-, WHEN UNE WAS GANDLEb LIGHT REFLECTED SACK. THERE APPEARS To aE A METAL OBJECT ABOLrT SO' DOWN THE LINE, TALKED TO COMPLAINANT IT WAS SUQQESTI?D SLIDE GATE BE KEPT CLOSED TO PREVENT A BACK WASH INTO PRIVATE SYSTEM, MENTIONED A MEMO WOULD BE SENT TO ROADS TO HAVF- THEM INVESTIGATE, OBJECT IN PIPE. NO PHOTOS TAKEN SKETCH, NBtfSE tleiaa SE 192ND ST W 1 IL N C4 T- it CV)DWD PIPE NOTED SOME TYPE OP BLOCKAGE LIGHT RE'FI MTED BACK J DEC. 1.2004 10:45AM KC WLRD NO.833 F.1"riles KJNG 60CINTY WATER AND LAND RESOURCES DIVISION DRAINAGE INVESTIGATION REPORT PROBLEM.INVESTIGATION REQUEST Type RECEIVED BY; V1i Date�5 OK'd ' PILL NO. Deceived from; � 1 (Day) ,l�� 1"LDY�G� D � l �'.:�, �1 (Eve) NAME: PHONE / X56 — , —1 1 A15DRESS: ZCQ 2� SE IV cxtY state zip LOCATION OF PROaLEK IF DIFFERENT: Access Permission Granted � Call First (Would Like To Be Present) al t UPS 161A orrriqt s o! cr.Vho9-5 r_,1-- d ,kV L i1i Nat name: Other agencies involved: A _� 2-7— 5 Lot No: No field i Block No: 4 S T R Parcel No. 0!UZD�5q1* ,? Kroll •, Th.Bros: New �F& g Basin ` Council District 43 Charge No. RTksPONS'E; Citizen notified on 5e ' � - o a _ _ by phone letter ILL in person T� Clol,e: o �:' n i 1^dV�ded, ; �n' salrty, .ar �[. ao ES i,o.rLdou"ts DISPOSITION, Tumed to on ! / by OR: No further action recommended because: Lead agency has been notified; Problem leas been corrected. No problem ltas been identified. Prior investigation addresses problem: v SEE FILE # Private problem - NDAP will not consider because: Water originates onsite and/or on neighboring parcel. Location is outside WLRD Se ice it Other (Specifyp BATE CLOSED: 10C) By: P+e� Dcv , 11-.F1 4' DEC. 1. 2084"10 : 46AP��KC �i:x �i= ;�;`';'� "k �i,,';• ,;,5-;_7?r�� .�, \',��, v��"�'-:; ,; N0.8�9 • n,, . �P .1 �/ 1 �;.r Corrrpiains 00-0398 Mondragon Investigated by Robert Manns on 5-31�00 I met with Richard Mandragon =d X exp4MOd to him that tale e=tmg drainage had been in for some time and the Road Dept. would not change it. Richard eVl,ained to me what he wants to do. He, wants to put in an access road from the street to his garage. I sold him he would have to apply for a grading permft. I gave hirn. the DDES handouU with an information sheet with phone numbers aid address, I suggested that he try to avoid filling in tlo low area where the water backs up from the drainage, as that may trigger a drainage review On his permit. I closed with hira on site" 1 I 1 1 12" O MP 1 1 1 1 1 1 1 Nfondragon 1.2625 SE 192nd $t. Q)% \ 30" MkP NTS 1 n 1 1 1 TASK 5 MITIGATION OF EXISTING AND POTENTIAL PROBLEMS 1 11 1 1 TASK 5 MITIGATION OF EXISTING AND POTENTIAL PROBLEMS ' The area downstream of the proposed project known as Laurel Springs does not exhibit any potential problems, nor is there evidence of any existing problems in this downstream drainage course. Since the KCSWDM has indicated that Basic Water Quality and Level 2 Flow Control are the required means of ' treating and detaining runoff, this project assumes that those are adequate for this site. This project will neither aggravate nor create a problem as specified in the problem specific mitigation requirements as set forth in Section 1.2.2.1 of the KCSWDM as delineated in Task 4 of this report. A Level 2 or Level 3 Off -Site Analysis should not be required for this project site as there is no evidence of existing or potential problems identified in this Level I analysis. In addition, the project site is not flat; however, the downstream drainage course is not very steep compared to the site. There is a broad drainage course with existing wetland areas through which Soos Creek has a lot of room to meander. The 100-year floodplain ' for Soos Creek is a good 6 to 8 feet lower than the lowest point on the project site. The project site does not contribute more than 15 percent of the total peak flow drainage downstream from the site. In addition, since the project site is known to be an erosion sensitive area, special measures will have to be ' instituted during construction to keep sediment from traveling off site. Those measures will be addressed in the Technical Information Report prepared for this development. 1 1 11418.008.doc [7P11tep] 1 1 C0HACE � U i ? a�< 4�• r�NG EFEGIN¢'4 WETLAND DELINEATION REPORT Wehrman Property Section 39, Township 23 North, Range 5 East, W.M. King County, Washington Prepared for: Trinity Land Development, L.L.C. 310 -- 29th Street NE Puyallup, WA 98372 December 10, 2004 Our Jab No.11418 Exhibit No. Item No, C--'- r Received _ C' ; — L King County Hearing Examiner CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 (425) 251-8782 F BRANCH OFFICES ♦ OLYMPIA, WA a TEMECULA, CA WALNUT CREEK, www.barghausen.com L 7 1 7 L 1 n J m z T�MG PN.IX4 6 WETLAND DELINEATION REPORT Wehrman Property Section 39, Township 23 North, Range 5 East, W.M. King County, Washington Prepared for: Trinity Land Development, L.L.C. 310 — 29th Street NE Puyallup, WA 98372 December 10, 2004 Our Job No.11418 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 (425) 251-8782 FAX BRANCH OFFICES ♦ OLYMPIA, WA ♦ TEMECULA, CA ♦ WALNUT CREEK, CA www.barghausen.com EXECUTIVE SUMMARY The findings and conclusions presented in this report are based on an interpretation of information currently available to Barghausen Consulting Engineers, Inc. This summary is for introductory purposes and should be used only with the full text of this report. ' This wetland delineation was based on the On -Site Determination Method described in the Washington State Wetland Identification and Delineation Manual (1997) and the U.S. Army Corps of Engineers Wetland Delineation Manual (1987). Based on the information derived through site reconnaissance and ' readily available documents, one wetland was identified on the eastern boundary of the property. The wetland is located in the Soos Creek Drainage in the Duwamish River Basin. The on -site portion of the wetland is a Palustrine scrub -shrub, emergent, seasonally flooded to saturated system. Soos Creek is ' located off of the site to the east. Soos Creek is a 2S stream requiring a 100-foot buffer. The wetland is classified as a Class 1 Wetland requiring a 100-foot buffer. Agencies with jurisdiction over wetland identified on this site include King County, the U.S. Army Corps of Engineers, and the Washington State Department of Ecology. The Washington State Department of Fish and Wildlife have ,jurisdiction over work in and near Soos Creek. fl. 1 I-i - 11418.009.doc [TRD/dm] 1 i 1 1 1 1 1 1 1 1 TABLE OF CONTENTS 1.0 INTRODUCTION........................................................................................................................... 1 1.1 Scope of Services............................................................................................................... 1 1.2 Site Location and Description............................................................................................ 1 2.0 DOCUMENT REVIEW.................................................................................................................. 1 2.1 U.S.G.S National Map........................................................................................................ 1 2.2 Soil Survey of King County Area, Washington TO DO YET ........................................... 2 2.3 King County iMap.............................................................................................................. 2 2.4 Washington Streams and Salmon Utilization Catalog Review .......................................... 2 3.0 SITE RECONNAISSANCE............................................................................................................ 2 3.1 Site Conditions During Site Visit....................................................................................... 2 3.2 Topography.........................................................................................................................3 3.3 Fauna.................................................................................................................................. 3 3.4 Vegetation...........................................................................................................................3 3.5 Soils.................................................................................................................................... 3 3.6 Hydrology........................................................................... ................................. ... ....3 4.0 WETLAND AREAS....................................................................................................................... 3 5.0 WETLAND FUNCTIONS.............................................................................................................. 4 5.1 Biologic Functions.............................................................................................................. 4 5.2 Hydrologic Functions......................................................................................................... 4 6.0 WETLAND REGULATIONS........................................................................................................ 5 7.0 CONCLUSIONS............................................................................................................................. 5 8.0 CLOSURE.......................................................................................................................................5 9.0 REFERENCES................................................................................................................................ 6 LIST OF TABLES TABLE I Vegetation Species Identified on the Site LIST OF FIGURES FIGURE 1 Vicinity Map FIGURE 2 Site Map FIGURE 3 USGS National Map FIGURE 4 King County Soil Survey Map FIGURE 5 King County Map LIST OF APPENDICES APPENDIX A Wetland Delineation Methodology APPENDIX B Definition of Plant Indicator Status and Data Farms M 11418.009.doc {TRD/dm] t1.0 INTRODUCTION 1 1 1 Barghausen Consulting Engineers, Inc., has completed a wetland delineation on the Wehrman property, located in Section 33, Township 23 North, Range 5 East, Willamette Meridian, in King County, Washington (Figure 1). This work was performed to assist in site planning related to proposed future site development. 1.1 Scope of Services The scope of work for this study was limited to the following tasks: A review of documents readily available, including wetland inventory maps, U.S. Fish and Wildlife Service National Wetland Inventory Maps, the Soil Survey of the King County Area, and the WRIA Subbasin Maps. A visual assessment to observe existing site conditions and to identify wetlands and streams located on or within 100 feet of the subject parcel. Methods defined in the Washington State Wetland Identification and Delineation Manual (1997), a manual consistent with the U.S. Army Corps of Engineers Wetland Delineation Manual (1987), were used to determine the presence and extent of wetlands on the site (Appendix A). Review federal, state, and local regulations pertaining to the wetlands identified on the site. The review was used to classify the on -site wetlands. • An assessment of on -site wetland functions and values. • A report documenting the process, findings, and conclusions for this project. 1.2 Site Location and Description The site is comprised of three parcels located in King County, Washington (Section 33, Township 23 North, Range 5 East, Willamette Meridian). The site is undeveloped, forested for the most part, has power lines across the eastern portion of the site and contains a shrub -scrub, emergent wetland on the site in the power line easement that is routinely maintained by cutting trees and brush. The site is bounded on the north by forest and the power line easement, on the south by forest and residential neighborhood, on the east by a power line easement, Soos Creek and a forested, scrub -shrub, emergent, open water wetland system, and on the west by a residential neighborhood. 2.0 DOCUMENT REVIEW A review of readily available documents was conducted to characterize the site and surrounding area. 2.1 U.S.G.S National Map The U.S.G.S. National Map of the local area (2004) maps freshwater forested, shrub - scrub and emergent wetland on the east boundary of the site and east of the site (Figure 3). 1 - t - 11418.009.doc [TRD/dm] 2.2 Soil Survey of King County Area, Washington TO DO YET The Soil Survey of King County Area, Washington (Snyder et. al, 1973) was reviewed to determine the general nature of soils on the subject site. The site is mapped as containing Alderwood and Norma soils (Figure 4). ' The Alderwood soil series is located on the majority of the site. The Alderwood series is made up of moderately well drained soils that formed on till plains. In a representative profile, the surface layer is a very dark grayish brown gravelly sandy loam about 7 inches thick. The upper part of the subsoil is dark yellowish brown and dark brown very gravelly sandy loam about 23 inches thick. The lower part is olive brown very gravelly sandy loam. Permeability of this soil is moderately rapid and a seasonal perched water table is at a depth of 18 to 36 inches from January through March. As part of the ' mapping of the Alderwood series, the survey has included small areas of McKenna, Norma, Everett, Indianola, Ranger, and Terric Medisaprists soils. The Alderwood soil series and its inclusions (except the Norma inclusion) are not listed by the Natural Resource Conservation Service (1995) as a hydric (wetland) soil. The Norma soil series is located along the eastern boundary of the site. The Norma series is made up of poorly drained soils that formed in alluvium, under sedges, grasses, conifers, and hardwoods. In a representative profile, the surface layer is black sandy loam about 10 inches thick. The subsoil is dark grayish brown and dark gray sandy loam about 50 inches thick. Permeability of this soil is moderately rapid and a seasonal water table is at or near the surface. The Norma soil series are listed by the Natural Resource Conservation Service (1995) as a hydric (wetland) soil. 2.3 King County iMap In the King County iMap system for sensitive areas and the 2002 aerial photograph overlay, the site is depicted as containing forested slopes. The map also indicates a large wetland system that includes Soos Creek and a Wildlife Network Corridor east of the site (Figure 5). ' 2.4 Washington Streams and Salmon Utilization Catalog Review A Catalog of Washington Streams and Salmon Utilization: Volume 1, Puget Sound Region (Williams et al., 1975) maps the site as being in the Soos Creek Drainage in the Duwamish-Green River Basin. Soos Creek is shown to be located east of the site. Soos Creek is used by Chinook, Coho and Chum salmon. 3.0 SITE RECONNAISSANCE 3.1 Site Conditions During Site Visit ' Theresa R. Dusek of Barghausen Consulting Engineers visited the subject site on October 27, 2004. The site visits included a visual observation of the subject site and surrounding area. Vegetation, soils, and hydrologic conditions on the site appear to be stable. Overall the site contains one wetland in the eastern portion of the site and off site to the east. A culvert that drains water from SE 188th Street into an open half pipe and into an 18-inch culvert is located in the northwest corner of the site. Water from this pipe enters a ditch located north of the site. 1 - 2 - ] 1418.Oo9.doc [TRD/dml 3.2 Topography Based on topographic data provided on the Barghausen Consulting Engineers, Inc., 2004, Boundary and Topographic Survey, the site elevations range from approximately 462 feet in the western portion of the site to 376 feet along the eastern site boundary. Overall topographic relief on the site slopes toward the east into the wetland. The wetland slopes very slightly to the south. 3.3 Fauna Squirrels, flickers, Steller's Jays, several species of songbirds, have been observed on the site. Evidence of various animal species on the site has also been noted. Mole mounds and rodent holes were observed throughout the site. No plant or animal species listed federally or by the state as threatened or endangered have been observed on the site. Soos Creek located east of the site contains salmon and trout. 3.4 Vegetation Four representative data points were established to document plant species and dominance of vegetation on the subject property (Figure 2). The vegetative species composition varied from a mixed evergreen- deciduous forest over most of the site to blackberry thickets to shrub vegetation in the power line easement to a shrub and emergent wetland. Data forms detailing observations for vegetation are included in Appendix B and Table 1. 3.5 Soils During the site evaluation, soil conditions (including color, texture, and relative moisture content) were observed and recorded at four data points on the project site. The indicators used to identify hydric soils can be found in Appendix A. Soil types observed on the site ranged from silt loam to gravelly sandy loam. Field sheets detailing observations for soils are included in Appendix B. 3.6 Hydrology Hydrologic conditions, including saturated and inundated soils, as well as indicators of ' wetland hydrology as defined by the 1987 and 1997 manuals, were observed at one of the four data points (Appendix B). Generally, the on -site wetland contained saturated soils near the surface (within 12 inches) and inundation up to three inches deep during a second site visit on December 6, 2004. The upland portions of the site did not contain ' saturated or inundated soils. A culvert that drains water from SE 188th Street into an open half pipe and into an 18-inch culvert is located in the northwest corner of the site. Water from this pipe enters a ditch excavated in upland soil located north of the site. Water on the site is from local runoff and shallow groundwater. 4.0 WETLAND AREAS Based on the use of the triple -parameter approach defined within the 1987 and 1997 manuals, a wetland is identified on the eastern boundary of the site. The wetland is a Palustrine scrub -shrub, emergent system on the site, and a Palustrine forested, scrub -shrub, emergent, open water system off -site. Vegetation species were identified and classified with a Wetland Indicator Status (WIS), soil conditions were identified and labeled, and observations of hydrologic conditions were made at four data points on the site. Shallow test pits were excavated in other portions of the site but Ifound to be similar to the representative data plots included in this report. The wetland was 1 - 3 - 11418.o09.doc [T1ZD/dm] classified as such because all three wetland parameters were present. The wetlands are located in the Soos Creek Drainage in the Duwamish River Basin in WR1A 9. The on -site portion of the wetland is a Palustrine scrub -shrub, emergent seasonally flooded to saturated system located in the power line easement. In the power line easement trees are routinely cut and shrub vegetation is mowed. The wetland extends off -site to the east and is associated with Soos Creek. The portion of Soos Creek that is nearest to the site was flagged and surveyed and determined to be approximately 25 feet northeast of the site. The wetland on and off of the site contains saturated soils near the surface (within 12 inches) and up to one foot of inundation as you get closer to the open water portion of Soos Creek. Other open water areas may be present in the off -site wetland but were not directly observed during the site visits. The wetland boundary on -site is well defined topographically and via soil types and hydrologic regimes. The wetland contains Norma soils and the upland contains sloping Alderwood gravelly ' sandy loam soils. The on -site portion of the wetland was dominated by red osier dogwood, Douglas spiraea and willow in the shrub community and soft rush and grasses in the emergent portions of the on -site wetland. Off -site the wetland also contained sedges, rushes, buttercups and reed canarygrass in the emergent plant community as well as the same type shrub communities found on the site. The off -site portions of the wetland were dominated by willow and cottonwood. The on -site upland boundary contained blackberry thickets with minor 1 components of red osier dogwood, hazelnut, salal, and sword fern. 5.0 WETLAND FUNCTIONS ' The general biologic and hydrologic functions of the wetland are described below. 5.1 Biologic Functions 1 The wetland has high biologic functions. The general on- and off -site wetland habitat contains forested, shrub, emergent, and permanent opened water habitats. The wetland is associated with Soos Creek and a mapped wildlife network corridor along stream channel. Waterfowl, including mallards and geese, have been observed using the wetland. The wetland does contain downed logs and snags that provide habitat for a wide variety of wildlife. Birds including waterfowl, mammals, and reptiles most likely use the wetland. Salmon species use Soos Creek. The wetland and creek are fairly large for an urban area and have buffers containing forest, residential development, parks, and schools. Vegetation and hydrologic conditions provide a variety of habitat conditions that provide food and cover for many wildlife species throughout the different stages of their lifecycle. 5.2 Hydrologic Functions In general, the wetland has moderate to high hydrologic functions. The wetland is hydrologically connected to up and down stream wetlands and ultimately Soos Creek. The wetland contains saturated soils, inundated soils, and opened water. A culvert that crosses under SE 192nd Street does restrict flows out of the wetland system during large rainfall and flood events. The wetland is large and can store stormwater runoff and discharge it to downstream systems providing nutrients. The outlet of the wetland allows surface water to be stored in the wetland, which may attenuate downstream flooding. The year-round saturated soil conditions and large size of the wetland in an urban setting may allow groundwater recharge to occur in the local area. Trees and shrubs within the wetland do have the ability to slow the velocity of floodwaters during larger flood events. Since the wetland does receive local runoff from sources such as the internal residential roads and yards and the wetland structure includes woody and herbaceous vegetation, the wetland does provide water purification functions. - 4 - 11418.009.doc [TR.D/dm] 6.0 WETLAND REGULATIONS Based on the information derived through site reconnaissance and readily available documents, two wetlands were identified on the site. The on -site portion of the wetland is a Palustrine scrub -shrub, emergent, seasonally flooded to saturated system. King County wetlands in the King County Municipal Code (KKC), Chapter 21A.24, Environmentally Sensitive Areas. According to the KCC the wetland is classified as Class 1 Wetland requiring 100-foot buffer and Soos Creek is Classified as a Class 2S stream requiring a 100-foot buffer. In addition, a 15-foot building setback is required from the outer edge of the wetland and stream buffers. Agencies ' with jurisdiction over wetlands identified on this site include the King County, the U.S. Army Corps of Engineers, and the Washington State Department of Ecology. In addition, King County has adopted a new code that will be implemented in January 2005 that ' regulates wetland and stream systems. This new code will modify the buffers associated with the wetland and stream system if your application is not vested in the current code. 7.0 CONCLUSIONS Based on the 1987 and 1997 manuals, vegetation, soils, and hydrologic conditions necessary for an area to be considered a wetland were found on the site. The wetland is a Class 1 Wetland requiring 100-foot buffers. Soos Creek a Class 2S Stream requires a 100-foot buffer. 8.0 CLOSURE The findings and conclusions documented in this report have been prepared for specific application to this site. They have been developed in a manner consistent with that level of care and skill normally exercised by members of the environmental science profession currently practicing under similar conditions in the area. Our work was also performed in accordance with the terms and conditions set forth in our proposal. The conclusions and recommendations presented in this report are professional opinions based on an interpretation of information currently available to us and are made within the operation scope, budget, and schedule of this project. No warranty, expressed or implied, is made. Wetland boundaries identified by Barghausen Consulting Engineers, Inc., are considered preliminary until the flagged wetland boundaries are validated by the U.S. Army Corps of Engineers and/or the local jurisdictional agency. Validation of the wetland boundaries by the regulating agency(ies) provides a certification, usually written, that the wetland boundaries verified are the boundaries that will be regulated by the agency(ies) until a specific date or until the regulations are modified. Only the regulating agency(ies) can provide this certification. Since wetlands are dynamic communities affected by both natural and human activities, changes in wetland boundaries may be expected; therefore, wetland delineations cannot remain valid for an indefinite period of time. The U.S. Army Corps of Engineers typically recognizes the validity ' of wetland delineations for a period of 5 years after completion of a wetland delineation report. Development activities on a site 5 years after the completion of this wetland delineation report may require revision of the wetland delineation. In addition, changes in government codes, ' regulations, or laws may occur. Because of such changes, our observations and conclusions applicable to this site may need to be revised wholly or in part. Theresa R. Dusek Natural Resource Ecologist 1 -5- 11418.009.doc [TRD/dml 1 9.0 REFERENCES Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of Wetlands and Deepwater Habitats of the United States. U.S. Fish and Wildlife Service Publication FSW/OSB-79/31. ' Environmental Laboratory. 1987. U.S. Army Corps of Engineers Wetlands Delineation Manual. Technical Report Y-87-1, U.S. Army Waterways Experiment Station. Vicksburg, Mississippi. 1 fl I n Federal Register. 1994. Changes in Hydric Soils of the United States. Washington, D.C. Hitchcock, C. and Cronquist, Arthur. 1990. Flora of the Pacific Northwest. University of Washington Press. Seattle, Washington. King County Sensitive Areas Code, Chapter 21A.24. Various dates. Munsell Soil Color Chart. 2000. Munsell Soil Color Charts. Gretag Macbeth, New Windsor, New York. United States Department of Agriculture, Natural Resource Conservation Service (NRCS). 1998. Field Indicators of Hydric Soils in the United States, Version 4.0, Hurt, G.W., P.M. Whited, and R.F. Pringle (eds.). USDA, NRCS, Ft. Worth, TX. United States Department of Agriculture, Natural Resources Conservation Service (NRCS). 1995. Hydric Soils of Washington. 19 pp. United States Department of Interior, U.S. Fish and Wildlife Service (USFWS). 1997. National List of Vascular Plant Species that Occur in Wetlands: 1996 National Summary. A draft revision of: 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). Washington, D.C. United States Geological Service. 2004. The National Map of the Kent Area, Washington. Reston, Virginia. Vepraskas, M.J. 1999. Redoximorphic Features for Identifying Aquic Conditions. Technical Bulletin 301. North Carolina Agricultural Research Service. North Carolina State University. Raleigh, North Carolina. Washington State Department of Ecology. 1997. Washington State Wetland Identification and Delineation Manual. Washington State Department of Ecology, Publication No. 96-94. Williams, R.W.; R.M. Laramie, J.J. James. 1975. A Catalog of Washington Streams and Salmon Utilization: Volume 1, Puget Sound Region. Washington State Department of Fisheries, Olympia, Washington. 1 - 6 - 1141 S.o(19.doc [TRD/dml 1 1 I 1 TABLE 1 VEGETATION SPECIES IDENTIFIED ON SITE TREES Douglas Fir Pseudotsuga menziesii Red Alder Ain us rubra Scouler Willow Salix scouleriana SHRUBS Dewberry Rubus ursinus Evergreen Blackberry Rubus laciniatus Hardhack Spireae douglasii Himalayan Blackberry Rubus discolor Indian Plum Oemleria cerasiformis Red -Osier Dogwood Cornus stolonifera Redtop Bentgrass Agrostis albs Salmonberry Rubus spectabilis Scot's Broom Cytisus scoparius Sword Fern Polystichum munitum HERBS Bedstraw Galium triflorum Bentgrass Agrostis spp. Bittersweet Nightshade Solanum dulcamara Bracken Fern Pteridium aquilinum Buttercup Ranunculus repens Canadian Thistle Cirsium arvense Candyflower Calyptridium roseum Common Horsetail Equisetum arvense Common Plantain Plantago major Curly Dock Rumex crispus Dandelion Taraxacum officinale Fireweed Epilobium angustifolium Foxglove Digitalis purpurea Giant Horsetail Equisetum telmatia Lanceleaf Plantain Plantago lanceolata Large -Leaved Avens Geum macrophyllum Meadow Fescue Festuca pratensis Mullein Verbascum thapsus Orchard Grass Dactylis glomerata Oxeye Daisy Chrysanthemum leucanthemum Pacific Bleeding heart Dicentra formosa Pearly Everlasting Anaphalis margaritacea Quack Grass Agropyron repens Reed Canarygrass Phalaris arundinacea Red Clover Trifolium pratense Sedge Carer spp. Soft Rush Juncus effusus Stinging Nettle Urtica dioica Velvet Grass Holcus lanatus White Clover Trifolium repens Youth -on -Age Tolmiea menziesii Note: This listing represents the major plant species identified. There may be other species present on within the subject site that are not listed. 1� 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 =L PI,BFX P.A P p f iLJ fill J PEf REFERENCE: United States Geological Survey (2004) Scale: Hon2arilak N.TS. Vi A C U Vertical: NIA 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 (425) 251-8782 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES Wetlands Freshwater Forested/Shrub wetland Freshwater Emergent wetland Freshwater pond Estuarine and Marine wedand ■ Riverine Lake Estuarine and Marine Dilater Other Freshwater wetland or., WEHRMAN PROPERTY I Job Number KING COUNTY, WASHINGTON 11418 Title: FIG. 3 U.S.G.S. NATIONAL MAP DATE: 12/10/041 REFERENCE: Snyder et. al (1973) Scafe: f-forizontaf: N.T.S. Verticaf: NIA ¢Cy4'1A 18215 72ND AVENUE SOUTH *,44uwa ►� KENT, WA98032 mZ (425) 251-6222 c (425) 251-8782 .el ° CIVIL ENGINEERING• LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES LEGEND: No = Norma sandy loam AgD = Alderwood gravelly sandy loam, 15-30% slopes AgB = Alderwood gravelly sandy loam, 0-6% slopes For: WEHRMAN PROPERTY KING COUNTY, WASHINGTON Title: KING COUNTY SOIL SURVEY MAP Job Number 11418 FIG. 4 DATE: 12110/041 I I I I I I I I I I I I INN LM QPL; .C. '4 Ar..- E 74" hi uaj L P. 10 j 0is 7, 41 24 j 13 1? 11 c f:4irTI. Pon INA?, 1CSC l"r—M 1 .7 I - j, 4 r 1 • ' 5i.•.r . f `7 1 10 L . it) r 1,�r rN rA it i-1 nfI zl� xy REFERENCE: King County (2003) I JJ Y .2 jr P -L3.-) :, j i, i : r i Hc(izontak MTS, Vertical, MIA C, VA A q- 18215 72ND AVENUE SOUTH 'r TrA KENT, WA 98032 (425) 251-6222 s U (425) 251-8782 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES For WEHRMAN PROPERTY KING COUNTY, WASHINGTON Title: KING COUNTY MAP Job Number 11418 FIG. 5 DATE: 121101041 I 1 APPENDIX A WETLAND DELINEATION METHODOLOGY 1 1 APPENDIX A WETLAND DELINEATION METHODOLOGY The triple parameter approach of the Washington State Wetland Identification and Delineation Manual (1997) and the U.S. Army Corps of Engineers Wetland Delineation Manual (1987) was used to delineate the extent of wetlands on the site. Under this methodology, vegetation, soils, and hydrology are each evaluated to determine the presence or absence of wetlands. Based on the use of this method, an area is considered to be a wetland if each of the following are met: (1) dominant hydrophytic vegetation is present in the area, (2) the soils in the area are hydric, and (3) the necessary hydrologic conditions within the area are met. The Routine On -Site Determination Method was used for the evaluation of triple parameter criteria for this project. This methodology was selected because differences in vegetation types were easily observed, aiding in the identification of areas likely to meet the hydrology and soils criteria of this approach. Wetland boundaries were determined by conducting a walking inspection of the property. As part of this ' inspection, species of vegetation, soil conditions, and hydrologic conditions were noted at several data plots to more accurately determine the boundaries of on -site wetlands. Wetland Vegetation Hydrophytic plants are plants specially adapted for saturated and/or anaerobic conditions. The U.S. Army ' Corps of Engineers and the U.S. Fish and Wildlife Service has assigned an indicator status to many plant species that is based upon the estimated probability of the species existing under wetland conditions. Plants are categorized as Obligate (OBL), Facultative Wetland (FACW), Facultative (FAC), Facultative ' Upland (FACU), and Upland (UPL). Species with an indicator status of OBL, FACW, or FAC are considered to be adapted to saturated and/or anaerobic (i.e., wetland) conditions and are referred to as hydrophytic vegetation (Appendix B). ' Trees and shrubs within a 30-foot radius and herbs within a 5-foot radius of each data point were identified and noted. The approximate percentage of cover for each of the different plant species occurring within the tree, shrub, and herb strata was determined. Dominant plant species are considered to be those that, when cumulatively totaled in descending order of abundance, exceed 50 percent of the area cover for each vegetative stratum. Any additional species individually representing 20 percent or greater of the total areal cover for each vegetative stratum are also considered dominant. The indicator status of the dominant plant species within each of the vegetative strata are used to determine the presence of hydrophytic vegetation near each data plot. A data plot was considered to have ' hydrophytic vegetation if greater than 50 percent of the dominant plant species within the area had an indicator status of OBL, FACW, or FAC. ' Hydric Sails Hydric soils are defined as those soils which are saturated, flooded, or ponded long enough during the growing season to develop anaerobic conditions that favor the growth and regeneration of hydrophytic vegetation. As a result of anaerobic conditions, hydric soils exhibit characteristics directly observable in the field, including high organic matter content, greenish or bluish grey color (gley formation), accumula- tion of sulfidic material, spots of orange or yellow color (mottling), and dark soil colors (low chromas). ' Throughout a large portion of the area delineated as wetland, identification of hydric soils was aided through observation of surface hydrologic characteristics and indicators of wetland hydrology (i.e., ' drainage patterns). The areal extent of hydric soils was defined through direct soil observation within 1 A-1 11418.009.doc [TRD/dm] 1 several data plots placed both inside and outside the wetland. Soil observations were completed within soil data plots dug with a shovel to a depth of at least 16 inches below the existing ground surface. Soil samples were examined for the presence of hydric indicators. Soil organic content was estimated visually and textually. The presence of sulfidic material was determined by the presence of sulfide gases (i.e., a "rotten egg" odor). Soil colors were recorded after being determined through use of the three aspects of color in the Munsell Soil Color Chart: hue, value, and chroma (e.g., a soil designated as IOYR 6/2 has a hue of IOYR, a value of 6, a chroma of 2, and a soil color name of light brownish gray). A soil chroma of two in combination with soil mottling or a soil chroma of one without soil mottling typically indicates a hydric soil. Wetland Hydrology Hydrologic conditions identifying wetland characteristics occur during those periods when the soils are inundated permanently or periodically, or the soil is continuously saturated to the surface for sufficient duration to develop hydric soils and support vegetation typically adapted for life in periodically anaerobic conditions. Research has indicated that the duration of soil saturation and inundation during the growing season is more influential on the plant community than the frequency of soil saturation and inundation during the growing season. For the purposes of this wetland delineation, the wetland hydrology criterion was considered to be satisfied if it appeared that wetland hydrology was present for at least 5 to 12 percent (12 to 29 days) of the growing season. The growing season begins when the soil reaches a temperature of 41 degrees Fahrenheit in the zone of root penetration. The hydrology was evaluated by direct visual observation of surface inundation or soil saturation within lb inches below the existing ground surface in data plots. According the 1987 Manual, 'for soil saturation to impact vegetation, it must occur within a major portion of the root zone (usually within 12 inches of the surface) of the prevalent vegetation. " Therefore, if saturated soils or indicators were observed within 12 inches of the surface, positive indicators of wetland hydrology were noted. The area near each data plot was also examined for indicators of wetland hydrology. These indicators include dried water marks, drift lines, sediment deposits, and drainage patterns. It was not possible to observe conditions during the entire growing season. Areas where several positive indicators of hydrology were noted were assumed to contain wetland hydrology. A-2 11416.009.doc n"/dm] 1 1 APPENDIX B DEFINITION OF PLANT INDICATOR STATUS AND FIELD DATA FORMS u 7 L ' APPENDIX B DEFINITION OF PLANT INDICATOR STATUS AND DATA FORMS Indicator Category Definitions OBL Obligate Wetland. Occurs almost always (estimated probability > 99 percent) under natural conditions in wetlands. ' FACW Facultative Wetland. Usually occurs in wetlands (estimated probability 67 to 99 percent), but occasionally found in uplands. FAC Facultative. Equally likely to occur in wetlands or uplands (estimated probability 34 to 66 percent). ' FACU Facultative Upland. Usually occurs in uplands (estimated probability 67 to 99 percent), but is occasionally found in wetlands (estimated probability 1 to 33 percent). UPL Obligate Upland. Occurs in wetlands in other regions (as defined in the National List of Scientific Plant Names), but occurs almost always (estimated probability > 99 percent) under natural conditions in uplands in the region specified. NI No Indicator. These species have not been given an indicator status. They are ' assumed to be upland. Source: National List of Plants That Occur In Wetlands: Northwest (Region 9). U.S. Fish and Wildlife Service Biological Report 88 (26.9). 89 pp. 1 1 B-1 11418.009.doe [TRD/dm Data Point: I of 5 DATA FORM WETLAND DETERIIHNATION Project/Site: Wehrman Date: October 27, 2004 Applicant/Owner: TLD. Investigator: Theresa Dusek Job #: 11418 City: Have vegetation, soils, or hydrology been disturbed: Yes ❑ No Q' County: King Is the area a potential Problem Area: Yes ❑ No E3' State: Washington If needed explain on reverse. VEGETATFON Dominant Plant Species Stratum % Cover Indicator Carpus 5L — ',ZD CLO K2. �.�.� 111��; l 0. 5 h �3a �►4cu 3. ;t4 $• F. 61A S A t'5 � l+� 10 C ut- 6. 7. 8. 9. 10. Percent of Dominant Species that are OBL, FACW or FAC (except FAC- . *-Dominant species. 3376 Cowardin Classification: hi D n — w -f-I 0. rl Remarks: HYDROLOGY X Recorded Data (Describe in Remarks): Stream, Lake, or Tide Gage X Aerial Photograph — Other _ No Recorded Data Available Wetland Hydrology Indicatorsi a y� Inundated Saturated in Upper 12 Inches Water Marks Water Lines Sediment Deposits Field Observations: /J a Drainage Patterns in Wetlands Oxidized Root Channels in Upper Depth of Surface Water: (in.) 12 inches Depth to Free Water in Pit: (in.) Water -Stained Leaves Depth to Saturated Soil: (in.) Local Soil Survey Data Other lain in Remarks Remarks: Po.` n o r� 0. V i OJ "-a 6 0 �► � 5 h � o� I� r` � �t a,� `I-4t-x— n +1wn ec1ye e-le'sa.-1`4'V\ 2-99/DATA.FRX4n1W-trh AF.787.wpd Data Point: I of 1 1 1 1 1 1 1 SOILS Map Unit Name: --LLA e-rwo,, Taxonomy (Subgroup): Proiect Descriation: Depth., Matrix Color Mottle Colors inches fMunsell Moist) (Munsell Moist) a— t; 1 D'[f Q Z f2 I0-18 toy le y l 3 Hydric Soil Indicators: N r? yLk_ I-hstosol Histic Epipedon Sulfidic Odor Probable Aquic Moisture Regime Reducing Conditions Gleyed or Low-Chroma Colors Remarks: WETLAND DETERABNATION Drainage Class: Moc� Wel I Field Observations Confirm Mapped Type? Yes 9-No ❑ Mottle Texture, Concretions, Abundance/Contrast Rhizosnheres, etc. --glc�veit� 5aA11,k J,aLV ar-Ltetl SA Sind oat —~ a rive i t 50-nd a 1 o a r7 Concretions High Organic Content in Surface Layer Organic Streaking Listed on Local Hydric Soils List Listed on National Hydric Soils List Other (Explain in Remarks) Hydrophytic Vegetation Present? Yes ❑ No 0J 1 Hydric Soils Present? Yes ❑ No C}^ Is this Data Point Within a Wetland? Yes ❑ No Wetland Hydrology, Present? Yes ❑ No Remarks: 2-99iDATA.>~ xMrfxH-trh AF.787.wpd I Data Point: '2" of -S DATA FORM WETLAND DETERMINATION Project/Site: Wehrman Date: October 27 2004 Applicant/Owner: TLD Investigator: Theresa Dusek Job #: 11418 City: Have vegetation, soils, or hydrology been disturbed: Yes ❑ No ff— County: Kin Is the area a potential Problem Area: Yes ❑ No� State: Washin on f needed explain on reverse. VEGETATION Dominant Plant Species Stratum % Cover Indicator 1. Rabu5 a,'scalor' ''k l8 FaCCJL. 2. ['v r rt u S S j o l o r� r e� 5' �(O PA C W 3. p• f i x It O r r+ C LJ 4. 5 i f eces �a� log S � F Ae U) 5. 6. 7. 8. 14. Percent of Dominant Species that are OBL, FACW or FAC (except FAC- . *-Dominantspecies. 1 007fl Cowardin Classification: KLALLS*r- r1'—o Remarks: Se,,Le g� +�,`vr� ho�S bp-tn MOV-+-c' 'Xnclen 1- +-0 - 5or1e;� esles`Ir;dn-��a,1S Ja0. no .rQct��d �`drl �� HYDROLOGY X Recorded Data (Describe in Remarks): Wetland Hydrology Indicators _ Stream, Lake, or Tide Gage X Aerial Photograph _ Inundated _ Other 1-�Saturated in Upper 12 Inches _ No Recorded Data Available _ Water Marks _ Water Lines _ Sediment Deposits Field Observations: _, Drainage Patterns in Wetlands _ Oxidized Root Channels in Upper Depth of Surface Water: (in.) 12 Inches Depth to Free Water in Pit: (in.) Water -Stained Leaves Depth to Saturated Soil: 9 (in.) kcal Soil Survey Data Other (Explain in Remarks Remarks: 2-99/DATA.FRMrfM-trh AF.787.wpd Data Point: 2 of 5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 SOILS Map Unit Name: r-rXo-- Drainage Class: _ �aot` +t A r"-; Vjk Field Observations Taxonomy (Subgroup):._ tw 9j S Confirm Mapped Type? Yes B-� No ❑ Proiect Description: Depth Matrix Color Mottle Colors Mottle Texture, Concretions, inches (Munsell Moist) (Munseil Moist) Abundance/Contrast Rhizospheres, etc. R 2 i -- �-- S ,- I f 1,7& nm q t7. 514 fr, Hydric Soil Indicators: _ I istosol _ Histic Epipedon _ Sulfidic Odor Probable Ayuic Moisture Regime _N Reducing Conditions 1=-Gleyed or Low-Chroma Colors Remarks: 1tiUYl/f► RIM D1 M: 6H : M 1 0 _ Concretions _ High Organic Content in Surface Layer Organic Streaking ✓ Listed on Local Hydric Soils List Listed on National Hydric Soils List _ Other (Explain in Remarks) Hydrophytic Vegetation Present? Yes L�—No ❑ // Hydric Soils Present? Yes 11'No ❑ Is this Data Point Within a Wetland? Yes Q"No ❑ Wetland Hydroloay Present? Yes IYNo ❑ Remarks: 2-99/DATA.FRMf=-trh AF.787.wpd Data Point: '3 of -5 1 1 1 1 1 1 1 i i 1 1 1 1 1 1 1 1 1 DATA FORM WETLAND DETERMINATION Project/Site, Wehrman Date: October 27, 2004 Applicant/Owner: TLD Investigator: Theresa Dusek Job #: 11418 city: Have vegetation, soils, or hydrology been disturbed: Yes ❑ No County: Kin Is the area a potential Problem Area: Yes ❑ No �� State: Washington f needed explain on reverse. VEGETATION Dominant PIant Species Stratum % Cover Indicator 1. C I r'S % ukvvl a r-.rC ns S k r0V" rACLk- 2. C )Vx Co V.n 1k�0. :5 3. �ornlu aEo+v�eoc� iL 1 p �J i�Cit� 4. 5. 6. 7. 9. 14. Percent of Dominant Species that are OBL, FACW or FAG (except FAC- . *-Dominantspecies. -�'v Gowardin Classification: Remarks:nd�* western — 1��v4t 1�f� cL a � � e a� f S "� r � � a�►'� old d I McLdj6ed acce55 FkL po(�EF `ff'rtv151�;is5iov `Bola-^_orS d�'�£`1a`Ii �n �5 2a+ �u�i Tv Pa�ra�It�ca4l�.� `tit "'."'L -rtQ w4RO-na -s @ l e Je F ��► . HYDROLOGY X Recorded Data (Describe in Remarks): Wetland Hydrology Indicators D y� Stream, Lake, or Tide Gage ` �L x Aerial Photograph Inundated Other Saturated in Upper 12 Inches No Recorded Data Available Water Marks Water Lines Sediment Deposits Cield Observatimis. Drainage Patterns in' Wetlands Oxidized Root Channels in Upper Depth of Surface Water: (in.) 12 Inches Depth to Free Water in Pit: (in-) Water -Stained Leaves Depth to Saturated Soil: (in.) Local Soil Survey Data Other (Explain in Remarks Remarks: 2-99/DATAFRM/1RH-trh AF.787.wpd Data Point: 3 of5 1 1 1 1 1 1 1 1 1 1 1 1 SOILS Map Unit Name: --L4_f-v.-)o D A Taxonomy (Subgroup): I: ,n �+c ' 0 u- rot k re Ft3 Proiect Description: Depth Matrix Color Mottle Colors inches (Munsell Maist) (Munsell Moist) S i2 241 - -- -3— Iq ID�fz' C 2 1 c0 10 `i �-- Hydric Soil Indicators: OCR mt— Hissol 111toc Epipedon Sulfidic Odor Probable Aquic Moisture Regime Reducing Conditions Gleyed or Low-Chroma Colors Remarks: WETLAND DETERMINATION Drainage Class: inoJ we Arm vta-d Field Observations / Confirm Mapped Type? Yes tar No ❑ Mottle Abundance/Contrast Texture, Concretions, Rhizospheres, etc. S 14 /0CLrvi a CyL Lie LA Sort 02; Concretions High Organic Content in Surface Layer Organic Streaking Listed on Local Hydric Soils List Listed on National Hydric Soils List Other (Explain in Remarks) Hydrophytic Vegetation Present? Yes ❑ No C' Hydric Soils Present? Yes ❑ No C- Is this Data Point Within a Wetland? Yes 0 No lg-' Wetland H drolo Present? Yes ❑ No Remarks: 2-99/DATA.FRNVrRH-trh AF.787.wpd Data Point: � of 5 1 1 1 1 1 1 1 1 DATA FORM WETLAND DETERMINATION Project/Site: Wehrman Applicant/Owner: TLD Investigator: Theresa Dusek Job #: 11418 Have vegetation, soils, or hydrology been disturbed: Yes © No G-- Is the area a potential Problem Area: Yes ❑ No 0-- VEGETATION Date: October 27.2004 City: — County: King State: Washington Dominant PlantSt)ecies Stratum % Cover Indicator 1. 4 e t- �na-ct-opku I Ittwi a FAc.t- 2. 0rn le�t0. C�ra.s; orrn S% f--A cLk- 3• Pha1��;5 arur�%�rta+o� `tea FI4CV� 4. t?tk s �� oi+'%k5 5►� �O �iaCuL 5. 6. 7. 8. 9. 10. Percent of Dominant Species that are OBL, FACW or FAC (except FAC- . *-Dominantspecies. 70 Cowardin Classification: iJo A ` W,,--� a-ri d Remarks: 0`1 andA)eeLt- `4-% aten )ia1 e ri 44-!'s � 6v-+ Sow -Ft'aos da eko A- ►,puke vl-40 �e- 0-Y1A 4-low iA a- ski -r(0 ) r--- 10, *- +4u- e-asD0-4- - Pd,n 5e1& r-*-d b01ow +k� CLACO - ri--r- Same. Plea HYDROLOGY X Recorded Data (Describe in Remarks): Stream, Lake, or Tide Gage X Aerial Photograph Other _ No Recorded Data Available Wetland Hydrology Indicators Inundated Saturated in Upper 12 Inches Water Marks Water Lines Sediment Deposits Field Observations: ;k) d v p '� Drainage Patterns in Wetlands _ Oxidized Root Channels in Upper Depth of Surface Water: (in.) 12 Inches Depth to Free Water in Pit: (in.) Water -Stained Leaves Depth to Saturated Soil: (in.) _ ` Local Soil Survey Data Other lain in Remarks Remarks: 2-99/DATA.FRMi1RH-trh AF_787.wpd Data Point: f of SOILS Map Unit Name: P-rt0.0a d Taxonomy (Subgroup): FK C C- �y r o c- 4 r-coS Proiect Description: Depth Matrix Color Mottle Colors inches (Munsell Moist) (Munsell Moist) 0-1 - 1 10 Xt R Z I ----�- I - I`I (64Rz/Z ty - 167 10 m y 3 Hydric Soil indicators: f1 p Histosol Histic Epipedon Sulfidic Odor Probable Aquic Moisture Regime Reducing Conditions Gleyed or Low-Chroma Colors Remarks: WETLAND DETERMINATION Drainage Class: fqoj We 1 s r"; n4 Field Observations Confirm Mapped Type? Yes IT' No ❑ Mottle Texture, Concretions, Abundance/Contrast Rhizosaheres. etc. a r`uu�il�t__Sari�iu �UarY) Concretions High Organic Content in Surface Layer Organic Streaking Listed on Local Hydric Soils List Listed on National Hydric Soils List Other (Explain in Remarks) Hydrophytic Vegetation Present? Yes ❑ No N-- Hydric Soils Present? Yes ❑ No L7" Is this Data Point Within a Wetland? Yes ❑ No Wetland Hydrology Present? Yes ❑ No Remarks: 2-99/1)ATA.FRMfM-trh AF.787.wpd Data Point: 5 of 5 DATA FORM WETLAND DETERMINATION Project/Site: Wehrman Date: October 27 2004 Applicant/Owner: TLD Investigator: Theresa Dusek Job #: 11418 City: Have vegetation, soils, or hydrology been disturbed: Yes ❑ No ❑-- County: King_ Is the area a potential Problem Area: Yes ❑ No CT--- State: Washington If needed explain on reverse. VEGETATION Dominant Plant S ecies Stratum % Cover Indicator 1. Acer- rnac ry kjuCn T- C. L�' 2. aCar riLo 0. S Jl D ►4 C Lk 3. 9't. 6u5 �!:%�` aliuS Sk cLk 4. ,4 r-o 5 i 5 14 `�. a f�i1 C *0 ';�ft Cc l 5. 6. 7. 8. 9. 10. Percent of Dominant Species that are OSL, FACW or FAC (except FAC- . *-Dominant species. 90 Cowardin Classification: 00 y" — We+(d—rt k,,_k � a U) r- c_ U � vLe ru.e4 r- Remarks: Tri tW rJI +1',L j l5 HYDROLOGY X Recorded Data (Describe in Remarks): _ Stream, Lake, or Tide Gage X Aerial Photograph — Other _ No Recorded Data Available Wetland Hydrology Indicators 00 Inundated Saturated in Upper 12 Inches Water Marks Water Lines Sediment Deposits Field Observations: /} Drainage Patterns in Wetlands Depth of Surface Water: (in.) Oxidized Root Channels in Upper 12 Inches Depth to Free Water in Pit: (in.) Water -Stained Leaves Depth to Saturated Soil: (in.) Local Soil Survey Data Other lain in Remarks Remarks: 2-99/1)ATA.FRM/TM-trh AF.787.wpd Data Point: 5 of S i 1 1 1 1 SOILS Map Unit Name: A-j S e r W0c5 d Taxonomy (Subgroup): _&%4 iA c u Proiect Description: Depth Matrix Color inches (Munsell Moistl D - b to 4 IZ QI 'j 6—cG 161R-Y13 Drainage Class: _M o ct W- w Field Observations Confirm Mapped Type? Yes M-- No ❑ Mottle Colors Mottle (Munsell Moist) Abundance(Contrast Texture, Concretions, Rhizosl2hercs, etc. Rx l lit 5and�{ loa rq Hydric Soil Indicators: D Histosol _ Concretions Histic Epipedon High Organic Content in Surface Layer Sulfidic Odor Organic Streaking Probable Aquic Moisture Regime Listed on Local Hydric Soils List Reducing Conditions Listed on National Hydric Soils List Gleyed or Low-Chroma Colors Other (Explain in Remarks) Remarks: WETLAND DETERAUNATION Hydrophytic Vegetation Present? Yes ❑ No [�— Hydric Soils Present? Yes ❑ No Imo-- Is this Data Point Within a Wetland? Yes ❑ No B-` Wetland Hydrology Present? Yes ❑ No EL — Remarks: 2-99MATAYRNYM-trh AF.787.wpd Em' Lwlj I N I N N1 I FJ WASTI y4 ' 1 enton NEGHBORHOOD MAP I-ivision SE 188th STREET D NORTH ACCESS VIA SE 188TH STREET WEHRMAN PLAT PROPOSED - 122ND PL SE PROPOSED 122ND AVE SE _- . D 1 1 PROPOSED FLEUVE DE VOILES AND COGGER :1 'r PLATS UNDER SEPARATE PERMIT LLJ i r I SOUTH ACCESS VIA 0CL PROPOSED EXTENSION OF 124TH AVE SE BY I �Q� FLEUVE DE VOILES PLAT CITY OF R NTON BOUNDARY � SE 192nd STREET` CITY OF KE'NT N � 0 100 200 i SCAM: 1" = 200 ft. PPP-SS-TTTT R,I IS v R:a %W1 uA 8 A �g POL �j INN s CD 0 I2M, A✓E SE b 12isr ALgCC �E - m I N y d ffffffl /!!, z [n s w R v ORO 171 s '2 � q & qA -q o ygg b � I� r � •fr JAI pp � 4,.f1��_ n m o lot m11111M 6 z vu Ell U SF ��Ti7 9'�.I 1 m 5 GZ 3sem,s PPP-SS-TTTT I' I� I � T t 14�5ra.f � R�A.15. f IM]]D�� q SPn.W a .S1P as I M1' ,O,W n m ti 3 555SSSii7ii7 k IZ I r� a j11 II IIIC i I _ 0o m O � IMi� jf _U i v rn Zv:" 4 rsqq m r 1 PPP-SS-TTTT an m W gi9 2 fix 6 le�l 8 S 6 a i 1 ZO v � N � m v 1N' Ev 7A INA -erc a i Env .... KAT TLI, 6 •q� E,CSin IIa10 � f If + i- / MY[ stA 12a16Y 9YC EI£Y IIi.M ' 1 S* ..if11l ..... ............ .. .., pAj1 . . . ...... .... . _ g �� .................. . ...... .... 3� i' 2 �444y �T s 1 1- ..- - ....... .............. — .... \1. .. .... ... ... ., .. .. . .� ...:... '. ......:.. .......... ... .,, .. ...:...,,, ;. wr. rcl Maw,•, t..Et. lu . U _ srA I{.s�n 17+ rt srt . PY S1A:,6 n2) S .'e : - ` HF� Pam/ +, . pig $ ... -.' -.... - ....... ....... ...... I EVC 4rv190,19 y _ N A PP P- 55-TTTT g oy 81 FISH t jdn . j SF $t / i o o 'm In �� -u 8 q Q Sx M.2+ m : : a1C F.... J 'dJC FIkY I01I1 x: hEx 1 a' ExC Sfv ]Ax,59 R-.-- iii,,........ ... .... ........... . . ii S.... '�' .. --- g 2. � � srxia+een ..... .Esc EY Saw ... .... }1i B& I...... ...... .............. .... I Its i s ................... ... i ` g .. ... .... ..... .. k �— f5 b 81 O o � { E v ry � $Y �l _ 1 - ST _... .. �� 9rc F,Eu 1tit13.. } �IL, _..... . �1 _ yc aye PPP-SS-ITTT PPP-SS-TTT-r rp-- ro LO ji Y PPP . SS-TTTT s PPP-SS-TTTT letr a O :,. f -t GRif x Y a I� z' J. q 0 0 CITY OF RENTON DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT MEMORANDUM Date: February 11, 2015 To: City Clerk's Office From: Stacy Tucker Subject: Land Use File Closeout Please complete the following information to facilitate project closeout and indexing by the City Clerk's Office. Project Name: Wehrman Preliminary Plat Modification LUA (file) Number: LUA-09-025, ECF, PP, V-A, MO❑ Cross -References: AKA's: Summit Homes Project Manager: Rocale Timmons Acceptance Date: July 3, 2012 Applicant: Marvin Wehrman Owner: Same as applicant Contact: William (Bill) Taylor PID Number: 6199000101; 3323059010 ERC Determination: Date: Appeal Period Ends: Administrative Decision: Approved Date: December 21, 2012 Appeal Period Ends: December 21 2014 Public Hearing Date: Date Appealed to HEX: By Whom: HEX Decision: Date: Appeal Period Ends: Date Appealed to Council: By Whom: Council Decision: Date: Mylar Recording Number: Project Description: Request for modification to internal road and lot layout. Location: SOUTH OF SE 188TH ST AND WEST OF 124TH AVE Comments: File 2 of 2 of LUA09-025. ERC Determination Types: DNS - Determination of Non -Significance; DNS-M - Determination of Non -Significance -Mitigated; DS - Determination of Significance. • ! P��=s Dep-F. t1 DEPARTMENT OF COMMUNITY D City oe AND ECONOMIC DEVELOPMENT M E M O R A N D U M DATE: July 3, 2012 Ir TO: All Reviewing Departments FROM: Rocale Timmons, Planning Division SUBJECT: Wehrrnan Plat, LUA09-025, PP, MOD Attached you will find the following documents: • Revised Project Narrative + Revised Critical Area report • Preliminary Plat Plan + Grading Plan • Grading profiles • Drainage Control Plan • Landscape Plan • Tree Retention Plan • Wetland Assessment Plan • Drainage Report Changes were made to the approved plat in order to redesign the stormwater pond and lot/road layout. Please review these plans and provide comments by July 17, 2012. Feel free to let me know if you have any questions, ext. 7219. Thank you. Cr�u�'7 hAcedlplanninglcurrent planninglprojects12009 projects109-025_kc104p0027.rocalelrevision int=mw oc 7 t %�. 0 DEPARTMENT OF COMMUNITY D City of Y AND ECONOMIC DEVELOPMENT M E M O R A N D U M DATE: July 3, 2012 TO: All Reviewing Departments FROM: Rocale Timmons, Planning Division SUBJECT: Wehrman Plat, LUA09-025, PP, MOD Attached you will find the following documents: • Revised Project Narrative • Revised Critical Area report • Preliminary Plat Plan • Grading Plan • Grading profiles • Drainage Control Plan • Landscape Plan * Tree Retention Plan • Wetland Assessment Plan • Drainage Report Changes were made to the approved plat in order to redesign the stormwater pond and lot/road layout. Please review these plans and provide comments by July 17, 2012. Feel free to let me know if you have any questions, ext. 7219. Thank you. hacedlplanninglcurrent p1anrdaglprojectsU009 projects109-025.kc104p002Trocalelrevision memo -doe 0 • �' r-C DEPARTMENT OF COMMUNITY D City of `� AND ECONOMIC DEVELOPMENT0 F M E M O R A N D U M DATE: July 3, 2012 TO: All Reviewing Departments FROM: Rocale Timmons, Planning Division SUBJECT: Wehrman Plat, LUA09-025, PP, MOD Attached you will find the following documents: • Revised Project Narrative • Revised Critical Area report • Preliminary Plat Plan • Grading Plan • Grading profiles • Drainage Control Plan • Landscape Plan • Tree Retention Plan • Wetland Assessment Plan • Drainage Report Changes were made to the approved plat in order to redesign the stormwater pond and lot/road layout. Please review these plans and provide comments by July 17, 2012. Feel free to let me know if you have any questions, ext. 7219. Thank you. - 71�2-112 11 /01-0 '2 e, vas[ p rsu.R..d,� f Cv r' c r te-A0 pfGJAvS 1 i/1bs•1 ivs�� hacedlplanninglcurrent planninglprojects12009 projects109-025.kc104p0027.rocalelrevision memo.doc 0 0 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT M E M O R A N D U M DATE: July 16, 2012 TO: Rocale Timmons FROM: Bob Mac Onie t1 SUBJECT: Wehrman Plat, LUA-09-025-PP Format and Legal Description Review G Cltyof I have reviewed the above referenced final plat submittal and have the following comments: There are errors in the legal description as presented. The parcels at issue are no longer in "the unincorporated area of King County" and the name of the underlying plat is "Northwestern Garden Tracts" rather than "Northwestern Garden Tract." Note the City of Renton land use action number and land record number, LUA-09-025- PP and LND-XX-XXXX, respectively, on the final plat submittal. The type size used for the land record number should be smaller than that used for the land use action number. Please note that the land use action number provided will change when this subdivision changes from preliminary to final plat status. Show two ties to the City of Renton Survey Control Network. The geometry will be checked by the city when the ties have been provided. Provide sufficient information to determine how the plat boundary was established. Include a statement of equipment and procedures used, per WAC32-130-100. Note the date the existing city monuments were visited and what was found, per WAC 332-130-150. Provide lot closure calculations. Indicate what has been, or is to be, set at the corners of the proposed lots. hAftle sysAnd -land subdivision & surveying recordsInd-10 - plats10492(wehrman)1rv120716.doc 0 Page 2 of 2 July 13.2012 Note discrepancies between bearings and distances of record and those measured or calculated, if any. The lot addresses will be provided by the city as soon as possible. Note said addresses and the street name on the plat drawing. On the final plat submittal, remove all references pertaining to utilities facilities, trees, concrete, gravel, decks and other items not directly impacting the subdivision. These items are provided only for preliminary plat approval. Do note encroachments. Remove from the "LEGEND" block all tree items, utilities facilities and mailbox references, but do include in said "LEGEND" block the symbols and their details that are used in the plat drawing. Do not include a utility provider's block, an owner's block, an engineer/surveyor block and an architect block. Do not include any references to use, density or zoning on the final submittal If the abutting properties are platted, note the lot numbers and plat name on the drawing otherwise note them as 'Unplatted'. Remove the building setback lines from the proposed lots. Setbacks will be determined at the time that building permits are issued. Note the research resources on the plat submittal. Note all easements, covenants and agreements of record on the plat drawing. The City of Renton "APPROVALS" block is signed by the City of Renton Administrator, Department of Public Works. A pertinent approval block is also needed for the King County Assessor's Office. Provide signature lines as required. All vested owner(s) of the subject plat, at the time of recording, need to sign the final plat. For the street dedication process, include a current title report noting the vested property owner. The final plat document must be prepared under the direction of and stamped by a licensed "Professional Land Surveyor." hafile sysllnd - land subdivision & surveying recordsllnd-] 0 - plats10492(wehrman)1n120716.doc przr� 'Svn s DEPARTMENT OF COMMUNITY D c�fyJl AND ECONOMIC DEVELOPMENT �C3U M E M Q R A N D U M DATE: July 3, 2012 TO: All Reviewing Departments FROM: Rocale Timmons, Planning Division SUBJECT: Wehrman Plat, LUA09-025, PP, MOD Attached you will find the following documents: • Revised Project Narrative • Revised Critical Area report • Preliminary Plat Plan + Grading Plan • Grading profiles • Drainage Control Plan • Landscape Plan • Tree Retention Plan • Wetland Assessment Plan • Drainage Report Changes were made to the approved plat in order to redesign the stormwater pond and lot/road layout. Please review these plans and provide comments by July 17, 2012. Feel free to let me know if you have any questions, ext. 7219. Thank you. h_Iced%planninglcurrent p1anninglprojects12009 projects109-025_kc104p0027.rocalelrevision memo.doc V City DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT M E M Q R A N D U M DATE: July 3, 2012 TO: All Reviewing Departments FROM: Rocale Timmons, Planning Division SUBJECT: Wehrman Plat, LUA09-025, PP, MOD Attached you will find the following documents: Revised Project Narrative • Revised Critical Area report • Preliminary Plat Plan • Grading Plan • Grading profiles • Drainage Control Plan • Landscape Plan • Tree Retention Plan • Wetland Assessment Plan • Drainage Report Changes were made to the approved plat in order to redesign the stormwater p9nd and lot/road layout. Please review these plans and provide comments by July 17, 2012. Feel free to let me know if you have any questions, ext. 7219. Thank you. bAcedlplanninglcurrent planninglprojects12009 projects109-025.kc104p0027.rocalelrevision memo.doc 0 0 DEPARTMENT OF COMMUNITY D /--,% City of AND ECONOMIC DEVELOPMENT M E M Q R A N D U M DATE: July 3, 2012 TO: All Reviewing Departments FROM: Rocale Timmons, Planning Division SUBJECT: Wehrman Plat, LUA09-025, PP, MOD Attached you will find the following documents: • Revised Project Narrative • Revised Critical Area report • Preliminary Plat Plan • Grading Plan • Grading profiles • Drainage Control Plan • Landscape Plan • Tree Retention Plan • Wetland Assessment Plan • Drainage Report Changes were made to the approved plat in order to redesign the stormwater pond and lot/road layout. Please review these plans and provide comments by July 17, 2012. Feel free to let me know if you have any questions, ext. 7219. Thank you. hacedlplanninglcurrent p1anninglproject<512009 projects109-025.kc104p0027.rocalelrerision memo.doc Denis Law ty o Mayor Ci � �.�j�, AF 8 VL Department of Community and Economic Development July 9, 2012 C.E. "Chi p"Vin cent, Interim Administrator William Taylor, P.E. TEC, Inc. PO Sox 1787 Issaquah, WA 98027 Subject: Notice of Complete Application Wehrman Preliminary Plat Modification, LUA09-025, MOD Dear Mr. Taylor: The Planning Division of the City of Renton has determined that the subject application is complete according to submittal requirements and, therefore, is accepted for review. You will be notified if any additional information is required to continue processing your application. Please contact me at (425) 430-7219 if you have any questions. Sincerely, Roc e Timmons As ociate Planner cc: Marvin Wehrman/Owner(s) Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 . rentonwa.gov City of Renton LAND USE PERMIT MASTER APPLICATION PROPERTY OWNER(S) NAME: Marvin Wehrman ADDRESS: 5115 33' Avenue W CITY: Everett, WA ZIP: 98203 TELEPHONE NUMBER: 425-347-1472 APPLICANT (if other than owner) NAME: COMPANY (if applicable): ADDRESS: CITY: ZIP: TELEPHONE NUMBER: CONTACT PERSON NAME: William N. (Bill) Taylor, P.E. COMPANY (if applicable): TEC, Inc. ADDRESS: P.O. Box 1787 CITY: Issaquah, WA Zip: 98027 TELEPHONE NUMBER AND EMAIL ADDRESS: 425-391-1415 btaylor@teccivil.com PROJECT INFORMATION PROJECT OR DEVELOPMENT NAME: Wehrman Plat PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: Immediately south of the easterly extension of SE 188t' Street, and west of the northerly extension of 124"' Avenue SE - 98058 KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): 6199000101 & 3323069010 EXISTING LAND USE(S)- Vacant PROPOSED LAND USE(S): 30 residential lot subdivision EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: RLD PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable) EXISTING ZONING: King county R6 (vested) PROPOSED ZONING (if applicable): SITE AREA (in square feet): 315,430 sf SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE DEDICATED: 40,500 sf SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS: PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET ACRE (if applicable) 4.1 NUMBER OF PROPOSED LOTS (if applicable) 30 NUMBER OF NEW DWELLING UNITS (if applicable), Z:UOBS14004991495-mwladminU_and Use Permit masterapp.docx - 1 - 03J11 r-I PROECT INFORMA7 NUMBER OF EXISTING DWELLING UNITS (if applicable): SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL BUILDINGS (if applicable): SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN (if applicable): NET FLOOR AREA ON NON-RESIDENTIAL BUILDINGS (if applicable): NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): ION (contirRPed PROJECT VALUE: '.•�� of IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable): ❑ AQUIFIER PROTECTION AREA ONE ❑ AQUIFIER PROTECTION AREA TWO ❑ FLOOD HAZARD AREA sq. ft. ❑ GEOLOGIC HAZARD sq. ft. ❑ HABITAT CONSERVATION sq. ft. ❑ SHORELINE STREAMS & LAKES sq. ft. ® WETLANDS 3,886 —sq. ft. LEGAL DESCRIPTION OF PROPERTY Attach legal description on separate sheet with the following information included SITUATE IN THE SW QUARTER OF SECTION 33 , TOWNSHIP 23N, RANGE 5E , IN THE CITY OF RENTON, KING COUNTY, WASHINGTON AFFIDAVIT OF OWNERSHIP 1, (Print Namels) Marvin Wehrman , declare under penalty of perjury under the laws of the State of Washington that I am (please check one) _.ZL_ the current owner of the property involved in this application or the authorized representative to act for a corporation (please attach proof ofauthorization) and that the foregoing statements and answers herein contained and the information herewith are in all resimpts true atid Co rect to the best of my knowledge and belief_ Si ature of ner/Representative Date Signature of Owner/Representative Date STATE OF WASHINGTON ) SS COUNTY OFiEM ] I certify that I know or have satisfactory evidence that MOdO n signed this instrument and acknowledge itto be-Nslhedtheir free and voluntary act for the uses and purpose mentioned in the ipistrumenly, Dated Notary Public in and for the State of Washington Notary (Print): �_4vhmY1 f"lY�..1 My appointment expires:._ Z:U0BS140049914&5-mwladminlLand Use Permit masterapp.docx - 2 - 03/11 0 0 Legal Description of the Project Property: REAL PROPERTY IN THE UNINCORPORATED AREA OF COUNTY OF KING, STATE OF WASHINGTON, DESCRIBED AS FOLLOWS: PARCEL A/B: TRACT 5 OF NORTHWESTERN GARDEN TRACT DIV. NO, 5, ACCORDING TO THE PLAT RECORDED IN VOLUME 47 OF PLATS AT PAGE 90, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 150 FEET THEREOF, A5 MEASURED ALONG THE SOUTH LINE OF SAID TRACT 5. TOGETHER WITH A PORTION OF THE NORTHERLY 30 FEET BEGINNING AT NORTHEAST CORNER OF TRACT 4 OF SAID PLAT, THENCE S 01"08'10" E, 120 FEET; THENCE S 89°34'39" E, 150 FEET; THENCE N 01°08'10" E TO THE NORTH LINE OF TRACT 5; THENCE N 89°34'39" W, 103.38 FEET; THENCE S 00°25'21"W, 30 FEET; THENCE N 89°34'39" WEST 46.89 FEET TO THE POINT OF BEGINNING, SAID PORTION PER DEED #20080521000774 & LETTER FROM CITY OF RENTON DATED 05-06-08, TOGETHER WITH AN EASEMENT FOR INGRESS AND EGRESS AND UTILITIES OVER AND ACROSS THE SOUTH 10 FEET OF THE WEST 345 FEET OF LOT 9, NORTHWESTERN GARDEN TRACTS DIVISION 6, ACCORDING TO THE PLAT RECORDED IN VOLUME 46 OF PLATS AT PAGE 100, IN KING COUNTY, WASHINGTON. PARCEL C: THAT PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., LYING EAST OF TRACT 5 OF NORTHWESTERN GARDEN TRACT DIV. NO. 5, ACCORDING TO THE PLAT RECORDED IN VOLUME 47 OF PLATS AT PAGE 90, IN KING COUNTY, WASHINGTON. TAX PARCEL NUMBER: 6199000101 AND 3323059010 NOTE: AN OIL AND GAS LEASE EXTENDS ACROSS A PORTION OF PARCEL C AS RECORDED UNDER RECORDING NOS, 8111160296, 8404240524, 8404250533, 8409170718, 8511130748, 8610130956 AND 8610130957. SITUATE IN THE SW QUARTER OF SECTION 33, TOWNSHIP 23N, RANGE 5E, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON PROJECT NARRAT Wehrman Plat Project Name: Wehrman Plat Project Size: 30 residential lots on a gross area of 7.24 acres Project location: 122nd Avenue SE, between SE 1881h Street and SE 192"¢ Street, Renton, Washington Preliminary Plat Minor Revision Summary: The Wehrman Plat was originally approved through Preliminary Plat entptx Approval by King County in 2006, prior to the annexation of the area to the City of Renton. The permit approval for the subsequent portion of the ttrt Dtiv�s�o platting process have been transferred to the City of Renton, with the basic Pla zoning and code requirements, and Hearing Examiner's Conditions �uta, 1.01 "grandfathered" from the 2006 King County approval. This submittal presents a Minor Revision to the 2006 approved plat. The cg [ � � revisions are limited to the internal road and lot layout. The lot count, and ti�_1 the entrance and exit to the plat are not changed. Related impacts to the proposed road and lot layout revisions include the following: • Grading footprint is slightly expended into the wetland buffer are in the northeast corner, resulting in a wetlands mitigation assessment update (included in the submittal documents), • Grading footprint is extended onto the neighboring property to the north -- subject to easements with the neighbor, If the easements are not forthcoming , then this grading slope footprint will be held at the property setback by structural retaining walls, Storm drainage and utility infrastructure are revised to accommodate the new road layout, Additionally, negotiations are underway to accommodate a King County Parks Department proposed trail on the east margin of the plat property. This trail would be outside of the plat limits of construction, and would not impact the plat plan. Land use permits: Preliminary Plat, Final Plat/Site Plan Review, and Fill and Grade Zoning Designation: The zoning designation of the site and adjacent properties is R6 (King County vested) Current Use: Vacant Special Features: The special site features are a wetland located on the adjacent property to the east with a buffer that extends onto the project property Soil Type and Drainage Conditions: A geotechnical study and related report, dated December 22, 2005 was performed/prepared by Earth Consultants. This report describes the soils conditions as "6 to 12" of topsoil and forest duff, over a loose surficial layer of silty sand, over soils that varied between recessional outwash and PROJECT NARRATW_ Wehrman Plat glacial till. Whereas groundwater was not encountered at the time of the soils investigations, there were indications of seasonal perched groundwater at all pit locations. The report states that the USDA Soil Conservation Service maps indicate Alderwood Gravelly Sandy Loam which classify as a severe erosion hazard where slopes exceed 15% to 30%. No special drainage conditions were noted in the geotechnical report. Proposed Use: The site will be developed by the project into a 30 residential lot subdivision. Plat Data: Number of Lots = 30 Net density = 4.1 dwelling units/acre Lot sizes — smallest proposed building lot is 4,265 sf and the largest proposed building lot is 5,761 sf Access: The developed site will be accessed on the south from SE 192ra Street via an extension of 124th Avenue SE through the adjacent, proposed Fleuve de Voiles subdivision project, and on the north from an extension of SE 188tr' Street. Proposed Off -Site Improvements: The project will develop two new public roads, internal to the plat_ The main road improvements will include sidewalk and a planting strip with street trees on one side, 26' of traffic pavement and concrete rub and gutter_ The side road will have 20' of pavement including an asphalt wedge for drainage. Public water and sanitary sewer mains, as well as a storm drainage system will be extended along the new rights -of -way. A sanitary sewer main connection will be extended slightly off the east side of the plat property to make a connection with an existing Soos Creek Sewer District main. Estimated Construction Cost and Fair Market Value: Estimated Quantities: The cost of construction of the plat infrastructure is estimated at approximately $750,000.00. The estimated fair market value of the recorded plat is approximately $1.5 million. The current grading design results in approximately 20,000 cubic yards of cut and 29,000 cubic yards of fill. The current project plans include reusing all of the cut soils on -site and receiving the additionally required fill materials from the adjacent proposed Flueve de Voiles Plat. Trees to be Removed: The project arborist report shows 147 trees within the grading limits that must be removed for this project. This number includes 85 tress that are identified as needing to be removed for health reasons not withstanding the grading conflict. The net removal of healthy trees is therefore approximately 62. � r PROJECT NARRATW Wehrman PlatC� Dedication: The project will dedicate the proposed public rights -of -way for 122"d Avenue SE, and 122"d Place SE as well as the extension of SE 188 Street. The total area to be dedicated is approximately 40,500 square feet (0.93 acres). Job Shacks et al: The construction project for the plat infrastructure will include a job shack and portable toilet facilities. No sales trailers or model homes are anticipated for this portion of the project. Modifications: The project was initially granted Preliminary Plat Approval by King County in 2006. Since then the area has been incorporated into the City of Renton. The Preliminary Approval and related applied King County code is vested based on agreements between King County and the City of Renton. Otherwise, no modifications to the code are anticipated for the project. Changes to the plat for this proposed minor revision include • Revised lot layout and roadway alignment • Addition of 122nd PI SE and resulting grading revisions Proximity to Wetlands: The project is adjacent to a wetland along the east boundary. The wetland buffer is 100'. A portion of the easterly limits of disturbance encroaches into this buffer. The nearest encroachment to the wetland is 65 feet. Prepared by: William N. Taylor, P.E Date: June 5, 2012 TEC Project No. 485-MW ��((�1[IVII�1m;Ta mr k'M I Sewall Wetland Consulting, Inc. _- 27641 Covington Way SE #2 Phone: 253409-0 15 Covington WA 2 Fax:253-852-4732 June 1, 2012 Mary Wehrman 5115 33rd Avenue West Edmonds, Washington 98203 RE: Critical Area Review -- Wehrman Property City of Renton, Washington SWC Job # 12-131 Dear Marv, 111 03 IAenton ,Jlanning Divi§Orl JUN 1 7ti12 MYE10 This report describes our observations regarding the feasibility of your project as depicted on the TEC Plans, as well as the Aspen Design Group Buffer Restoration Plan. I conducted a site visit on May 22, 2012. Although no flags were present, the wetland looks similar to what was mapped and described in the Barghausen "Wetland Delineation Report-Wehrman Property" dated 12- 10-2004. Since this project is now within City of Renton jurisdiction, a review of the applicable Code sections pertaining to wetlands, streams and buffers was conducted. Reviewing the critieria in the Renton Municipal Code, the wetland along the cast side of the site meets the criteria of a Category 1 wetland described in RMC as; L Category 1: Category 1 wetlands are wetlands which meet one or more of the following criteria: (a) The presence of species listed by Federal or State government as endangered or threatened, or the presence of essential habitat for those species; and/or (b) Wetlands having forty percent (40%) to sixty percent (60%) permanent open water (in dispersed patches or otherwise) with two (2) or more vegetation classes; and/or (c) Wetlands equal to or greater than ten (10) acres in size and having three (3) or more vegetation classes, one of which is open water; and/or (d) The presence of plant associations of infrequent occurrence; or at the geographic limits of their occurrence; and/or Wehrman/# 12-131 Sewall Wetland Consulting, Inc. June 1, 2012 Page 2 This is a large wetland > 10 acres in size and has 4-5 wetland classes so it clearly meets the Category 1 rating. Soos Creek is located approximately 25' east of the NE corner of the site. Under the RMC criteria, Soos creek meets the criteria of a Class 2 stream described in Code as; ii. Class 2: Class 2 waters are perennial or intermittent salmonid-bearing waters which meet one or more of the following criteria: (a) Mapped on Figure Q4, Renton Water Class Map, as Class 2; and/or (b) Historically and/or currently known to support salmonids, including resident trout, at any stage in the species lifecycle; and/or (c) Is a water body (e.g., pond, lake) between one half (0.5) acre and twenty (20) acres in size. Class 2 streams have a 100' buffer measured from the OHWM. Most if not all of this buffer is contained within the wetland itself. Proposed Buffer Averaging City of Renton allows wetland buffer averaging under the following criteria; f. Averaging of Buffer Width: Standard wetland buffer zones may be modified by averaging buffer widths. Upon applicant request, wetland buffer width averaging may be allowed by the Department Administrator only where the applicant demonstrates all of the following: i. That the wetland contains variations in ecological sensitivity or there are existing physical improvements in or near the wetland and buffer; and ii. That width averaging will not adversely impact the wetland function and values; and iii. That the total area contained within the wetland buffer after averaging is no less than that contained within the required standard buffer prior to averaging; and iv. A site specific evaluation and documentation of buffer adequacy based upon The Science of Wetland Buffers and Its Implications for the Management of Wetlands, McMillan 2000, or similar approaches have been conducted. The proposed buffer standard is based on consideration of the best available science as described in WAC 365-195-905; or where there is an absence of valid scientific information, the steps in RMC 4-9-25OF are followed. v. In no instance shall the buffer width be reduced by more than fifty percent (50%) of the standard buffer or be less than twenty five feet (25') wide. Greater buffer width reductions require review as a variance per subsection N3 of this Section and RMC 4-9-25OB; and 4_ Welirmani# 12-131 Sewall Wetland Consulting, Inc. June 1, 2012 Page 3 vi. Buffer enhancement in the areas where the buffer is reduced shall be required on a case -by -case basis where appropriate to site conditions, wetland sensitivity, and proposed land development characteristics. vii. Notification may be required pursuant to subsection F8 of this Section. It appears that the proposed averaging on the TEC plans will meet these criteria. It is probable the current mitigation plan will need to be revised or have an additional report attached to it to make it conform to RMC. CONCLUSION The delineation, buffers and plans appear to generally work within the RMC criteria. Additional documentation will be needed to satisfy the City of Renton to include an updated Wetland Report as well as a Supplemental Stream Study. It is also probable the Wetland Mitigation Plan will need to be modified to meet Renton requirements, particularly in regards to maintenance and monitoring. If you have any questions in regards to this report or need additional information, please feel free to contact me at (253) 859-0515 or at esewallgsewallwc.corn . Sincerely, Sewall Wetland Consulting, Inc. 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I , - r7 - -_ / ! � -1 I "I 21�illl .11 �zll \ �l *I � N I - __ �� — ___ .. ____ . _.___ -.--;-- I I � � i � E ). i- ,;I � I r"ALCD�`ULAT�40),NS I ' (PER KING I COUNTY SUBDIVISION DENSITY AND i I DIMEN'�)ION CALCULATIONS WORKSHELT) ! - - - I . .. � -, � i ZONING DESIGNATION R-4 � I � ___._ ____ _� --J ----,-I- _____ ...... .. _. �. - _ - " - �_._l I GROSS HORIZONTAL ARFA 315,829 S.F. = 7.2 5 AC � � __,__._____ � I I TOTAL !:_)UBMERGED LANDS 0 S�F, I � 1; -TER RIGHTS -OF -WAY � PERIMEE 0 S. F. � � . I SITE AREA 315,829 S�F, = 7�25 AC. I � L (KCC�21A.0& I 172) � . � i � ---..---.- ___ __ __ �_, . .- ..------ -----I- _____________ 3 () 1-1 ITS 44 LOTS ALLOWABLE DVIELLIN(7 (KCC�21&11070) !!! - ��______ -___-__- .. �_� __ __ ------- - .-.------ 4 1 SENSITIVE AREAS (TRACT 0 80,439 S.F. i DRAINAGE FACILITIES (TPACTS) 33,220 &F� 1 REQUIRED RECREATION '�PACE (30 LOTS x 390 &F.) 11,700 S.F. � I - ________ ___ __ ;__��___l 1__�� . NET BUILDABLF ARF,'�- 190,468 S,F, = k37 Ac� I (KCC,21A.06.79,7) I � . .. .. . ___ � .. ____� _�__-_lll �� - JMINIMUM URBAN RESIDENTIAL DENSITY (85%) 1 5 LOTS � I (K C C. 2 -1 A. 1 2, 0 60) L .- �� ___ " __ ----.------ - .1. _ .- 1�_l - ____.____ r�� . LOT AREA TABLE RE�.REATI%r.)'N S'r" "A' Cr-�-;E TABLE . . , — .... -_ __ I=- - �... ___ — I . . . . . . . . . . . _____ _�___ LOT ` ARF--J\, (S.F.) LOT #1 : AREA (S.F.) ;I TRACT USE AREA (S. F.) IT ____ ___ 11 - — - 1 7941 16 7892 . A PARK 1 28,575 2 4620 17 4-670 _=`� _____ .. 3 4620 18 3960 1 RC,Q,UlP,l;,-Dk (3',O. TS 0 .390 SF/LOT) 1 1,700 SF. �l 4-620 19 3960 p Rkf,Vl D E, 1) � 2MAlle SF. � 4 11 1 5 4-620 20 3960 I'l 11 6 4-620 21 3960 ! 41-620 il 1- .__ - 7 22 . 3960 1 8 4620 23 3960 1 TRA C�'�l IT TABLE I 1 9 4-620 24 3960 - 71-- -_ I r_ i � I TRACT U s r_ AREA (S.F.) � 10 4620 25 3960 . --.---- ___ �; j 11 4620 26 3960 1 A PARK 38,818 i 12 4620 27 3960 B DRAINAGE FACILITIES 33,222 � i 13 4620 28 3960 1 C SENSITIVE AREA I 80,439 14 4620 29 3960 - - - ��,__. __ - __ 1 15 4620 30 1 3960 - TOTAZ 114RE-01, 142,�_234 2 ,Fe'- ___ _327 X, j i__ml --------" I 'I 7 1 ,00fil VOT AIREA I] 3 it') 6 t&"_-,3 11 1 kiyl_;�,__-:_:�� LEGAL DE%'o3-(__�_-,��,RIPTI rJ.--)N - ____ REAL PROPERTY IN THE UNINCORPORATED AREA OF COUNTY OF KING, STATE OF WASHINGTON, DESCRIBED AS FOLLOWS: PARCEL A: TRACT 5 OF NO PTHW ESTER k] GARDEN TRACT DIV. NO� 5, ACCORDING TO THE PLAT RECORDED IN VOME AGE 90, IN KING COUNTY, WASHINGTON; EXCEPT THE kA/Es"r 150 FEET THEREOF, AS MEASURED ALONG THE SOUTId LINE OF SAID TRACT 5� PARCEL B: AN EASEMENT FOP, INGRESS AND EGRESS OVER THE NORTH 30 FEET OF THE WEST 150 FEET, THE SOUTH LINE OF SAID TRACT 5 01F, NORTHWESTERN GARDEN TRACT DIV� NO� 5, ACCORDING TO THE PLAT RECORDED IN VOLUME 47 OF PLATS AT PACE 90, IN KING N. PARCEL C: E FEAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 33, TOWNSHIP 23 NORTH, RANGE .5 E,AST, WJM., LYIING u\ST OF NORTHWESTERN GARDEN TRACT DIV. NO� 5, ACCORDING TO THE PLAT RECORDED IN VOLUME 47 OF PLATS AT PAGE 90, IN KING COUNTY, WASHINGTON. TAX PARCEL NUMBER: 6199000101 AND 3323059010 NOTE: AN OIL AND CAS LEASE EXTENDS ACROSS A PORTION OF PARCEL C AS RECORDED UNDER RECORDlf--�ly' NOS. 8111160296f 8404-240524, 8404250533, 8409170718, 9511130748, 8610130956 AND 8610130957. ". --�r 1 -7 -7__�. �__ V,vu / %, ; � . 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( � �� 5 - " I , , , � , : : �_- t � C\� \ �_ '4� , a �— c-) ',I z NA '_� lr____9 I ACHTY MAP T) iC) (D 1�1 0 - �% I " . ", LEE ST" DATA- 1. ASSESSOR'S PARCEL NOS.: 3,32305-9010, 619900-01 01 . 2. GROSS SITE AR&\: ,315,629- S.F� (7.25 AC) . 1 3. EXISTING USE: VACANT . 4. PROPOSED USE: 30 LOT SINGLE FAMIU RES)IDENTIAL SUBDIVISON . 5. ZONING- R-6 (6 DU/ACRE) 6. COMPREHENSIVE PLAN DESIGNATION]: URIV (URBAN RESIDENTIAL � . 7. REQUIRED MINIMUM LOT WIDTH: 30 FEET 3 'T 8. PROPOSED MINIMUlv] LOT WIDTH: 30 FEE - I � 9, A , A , r__ L � . � 10. PROJECT DENSITY: 4.1 DU/AC 11. BUILDING SETBACKS: FRONT (STREET): 10 FEET GARAGE: 20 FEET SIDE/REAR: 5 FEET SENSITIVE AREA BUFFERS: '15 FEET . 12� BUILDING HEIGHT MAXIMUM: 35 FEET 13. SOURCE OF BOUNDARY AND TOPOGRAPHY: FIELD VERIFIED BY BARGHAUSEN CONSULTING ENGINEERS, �NC. NOVEMBER, 2004 uu'T � L I T � E S / S E R- � IV �k'��Z, \; E' !E3q*D_ -, - ....." ... WATER/SEWER: EWER DISTRICT 1 14616 S.E. `192ND STREFET RENTON, WA 98053 (25�_3) 630-9900 I., POWER/GAS: I 6905 SOUTH 228TH STRFET 1 (888) 225-577i PHONE: - "Nal SCHOOL: QWEST COMMUNICATIONS 2331 5 -- 66TH AVENUE SOUTH KENT 1 (800) 244-1 1 1 1 KING; CO. FIRE DISTRICT # 40 T (425) 255-0931 KENT SCHOOL DISTRICT NO, 415 12033 S.E, 256TFI STREET (253) 852-9550 "WNER k"'d MARVIN WEHRMAN - 1 __ El) ( D t I TRINITY LAND DB'ELOPMENT 310 - 29TH STREET NE PUYALLUP, WA 98373 CONTACT: CHRIS AUSTIN I E N G � I N E E I `� / P L A � N N LE- R / I ! S`- U R V E Y BARGHAUSEN CONSULTING ENGINEERS, INC. KENT, WA 96032 �425� 251 -6222 425 251 -8782 FAX CONTACTS: DANIEL K. BALM ELLI/IVANA HALVORSENI/DENNIS SALTYS A � .. J A N t- Y ? 0 0 �� . 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M�00 _47 = # EDGE OF WATER E '141 227.2 I'AIDE /bITCH (SOOS CREEK) �aA I _1 Xofr I kwLBOX -0- POWER POLE SANITARY SEWER HOLE (SSMIrl) WATER VALVE (� /) FIRE WDRANT (FH) WATER METER SIGN FOUND REBAR/CAP (AS NOTED) Asplil-T GRAVEL STORM DRAINAGE tJNE ___P(()H)— POWER OVERHEAD _X -- CHAINLINK FENCE __0— HOG WIRE FENCE WOOD FENCE DP (�o V0WD DATA 1?01�ff MERM0 w 6 WETLAND RAG NO. 7 Na 00 xl i �arw rc c xy�\� i'�' 'd-"` .t— 1 > �� a. l�f _. �' ' � 1 I Q) CNC �� IE 12 -A I n��w�ISER W=474.68 i I j I j I I 1EL� RI SER�I I� � VOWID 23' o NE= 5 03IE 1GC W=476035 20' WATER ctfr1E 12'ADSE=477.63 IE 10`1' ri��w�j�'I 'u Em9- IE 12"' CNC E=476.35 SREEIp EN F REC, NO, 711 111114 TER J—DOX � —`{ �. �._ Ir� l �� is � FND RELV%R/(, %�I�� 1, ' I I / / % / I i � � 1 I � I / / I WW� ll,,'� �(f � � 'I � A l i � '� I \ � � � I I j OR.Alt"I w gi � �I!I < / WEHM� �(� . ,' I'll' i I � �' � I � ' � I �" � IE 18" CMP E=464-44 W (OPEN HALF PIPE) � i I �� I � i I j �lll''�u � ��\ 1 T' � i \\ �y �I 1 �I I.ER,�,�� 4P FND REFJAR/CAP— VmipD W// /�j/�/////� / II 1 li 1 1 � � / � fWP 19 HIGH VOIJAGE POWER TOWER Ni �' i1 i , �/�i�/%�� ,�/l;�111(i i � � I Wiff� EASENIElff N01 7861`0175 ;(WULAND W v w 16 'j wl(; ARD 1. OSTS W AAN� w i FI MARKER p0s'r w 0 W114 Cu T' \I�� \ -`�- /v I "El 40 w I j NWE11M9 -W 12 WEILMD W I I f\ �i� ��,�� %,� �� i I � i I I I I ', j, I I i � j � I I j WERrD W 10 v FND 1/2- REIBMAR/ X CIS] IWLW 9 60-L lE �(��.\��{�\\��\a�I(f,l VIE WERM0 w a �l � 11 � 1 '� �%//%�� r�l��jl�� \ � li � i i� � � � � � C� x X, jWEILA.Dw, 'D 4 WEUM D w 6 WaLmo/W2 WOUND W 5 D W 4 WOUND wl wEaMM40 w (cj w vv OL �`�,\ \`��\\ \\ � %// I�iiII II�� I � � � ��I � � III `�I �� FND '1/2- REJ�' \-k....y, � � "' it j I I � I � I-Y lie N Wq w,-,--''�.- ^ I � l y 0 2�0 2; _`.....�" -`--`''.. " t A FND Ip 1vJ1 1-1/2" IP 5.51' fff. I'� I � i l� r£: �I I ill{ �� \. a tail S%111 RIM-1378.45 1IM4 I!,j: NZ � C) C_ U R E A FIELD TRAVERSE USING A "S.'OKIA 3100" TOTAL STATION, AND "TRIM LE RANGER" DiVFA COLLECTOR SUPPLEMENTED WITH FIELD NOTES WAS PERFORMED, ESTABLISHING THE ANGULAR, DISTANCE, AND VERTICAL RELATIONSHIPS BETWEEN THE MONUMENTS, PROPERTY LINES, AND TOPOGRAPHIC FEATURES AS SHOWN HEREON. A "LIET7 0-2A" AUTOMATIC LEVEL WAS USED TO CHECK AND ESTABLISH THE ELEVATION OF BENCHMARKS AND CONTROL POINTS, THE RESULTING DATA MEETS OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-09 - DATES OF SURVEYS FIELD SURVEYS BY BARGHAUSEN CON',SULTING ENGINEERS, INC. CONDUCTED NOVEMBER 2004. ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME. HORIZONTAL DATUM - SAWS OF BEARINGS THE 8FARING, OF THE LINE BETWEEN THE FOUND MONUMENTS AT THE INT. OF 118th AVE. SE & SE 184th ST. (K.C. SURVEY CONTROL PT. 2887)(BCF PT, NOA4) AND THE INT; OF SE 192nd ST. &, 116th AVE. SE (K.C. SURVEY CONTROL PT. 3831) (EICE PT, NO. 15) TAKEN ASE N 02-11'20fj E. VERTIC,AL. AT - BASIS OF ELEVATIONS NORTH AMERI I CAN VERTICAL DATUM OF '1988 — NAVD 86 PF10J9CT BENCHMARK KING CO. SURVEY CONTROL POINT NO. 5789. (8CE NO. 13) TOP OF SURFACE BRASSY IN CONC. MONUMENT 7' N. OF EDGE OF PVMT., Na SIDE OF SE 192nd ST.; 200'--1-. E. OF INT. WITH 120th AVE. E. ELEV. ® 494.70 FEET NOTES 1. UNDERGROUND UTILITIES AND FEATURES DEPICTED HEREON ARE BASED ON FIELD OBSERVKFION, MARKINGS, DEVELOPMENT PLANS, AND/OR AVAILABLE RECORD DOCUMENTS ONLY. THE TRUE LOCATION, NATURE AND/OR EXISTENCE OF BELOW GROUND FEATURES, DETECTED OR UNDETECTED, SHOULD BE VERIFIED. 2. FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT NO. 407160, (DATED NOVIEMBER 10, 2004 AT 7:30 A.M.) WAS RELIED UPON FOR TITLE INFORMATION AND RESEARCH, PLEASE REFER TO THAT REPORT FOR FURTHER INFORNIKHON REGARDING FINANCIAL MATTERS BEYOND THE SCOPE OF THIS SURVEY. LEGAL DESCRIPTION I REAL PROPEF�,`FY IN THE UNINCORPORATED ARE OF COUNTY OF KING, STATE OF WrSHINGTON, DE -SCRIBED A� FOLLOWS: PARCEL A.- TI;6ACT 5 OF NORTHWESTERN GARDEN TRACT DIV. NO. 5, ACCORDING TO THE PLAT RECORDED IN VOLUME 117 OF PLATS AT PAGE 90, IN KIN(,', COUNTY, WASHINGTON; EXCEPT THE WEST 150 FEET THEREOF, AS MEASURED ALONG THE SOUTH LINE OF SAID TRACT 5. PARCEL B. AN EASEIMEN.1- FOR INGRESS AND EGRES'S' OVER THE NORTH 30 REFET OF THE WEST 150 FEET, AS MEASURED ALONG THE SOUTH LINE OF SAID TRACT 5 OF NOffrFIWESTERN GARDEN TRACT DIV. NO. 5, ACCORDING TO THE PLAT RECORDED IN VOLUME 47 OF PLATS KF PAGE 90, IN KING COUNTY, WASHINGTON. PARCEL C: THAT PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE 'SOUTHWEST QUARTER OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., LYING? EAST OF TRACT 5 OF NOrRTFIWESTERN GARDEN TRACT DIV. NO. 5, ACCORDING TO THE PUJ RECORDED IN VOLUME 47 OF PLATS 9f PACE 90, IN KING COUNTY, WASHINGTON. TAX PARCEL NUMBER: 6199000101 AND 3323059010 NOTE AN OIL AND GAS LEASE EXTENDS ACROSS A PORTION OF PARCEL C AS RECORDED UNDER RECQ9DING NOS. 8111160296, 84-04240524, 8404250533, 84091707'18, 85111,30748, 8610130956 AND 8610130957. i-- z w '0 z co 0 (00 Lu W W 0 nc > Lu UJ 10L :z in CL Z 3: co z OL 11SURVOtOR'S CERTIFICATE THE UNDERSIGNED HEREBY CERTIFIES TO TRINITY LAND DEVELOPMENT AS OF THE DATE HEREOF TFJAr THIS SURVEY CORRECTLY DEPICTS THE CONDITIONS OF THIS SITE ON THE :BASIS OF AN FIELD SURVEY PERFORMED IN NOVEMBER, 2004. A 04 King Cour y Hearing Fxqr'TJn6 zJ DENNIS J. SALTY/PLS r - WASHINGTON RE�'ITRATION NO. 27328 1 4 Z004 7 4-j 7 6 II LL_ _rX 42 x L�J CD 04 00 Co C14 t--. (.0 00 z Ld LLI Ld L'2 0 L0 If) it) rZ$�� 5 ry. 0 V) CA 0 co 00 4A t-D z rogs,%Fw� f-RU 50V 0- 215 i0o .......... -- -- - - - - - - - - - - - - ..... .... . ............ fi ............ rJ ... ......... ..... ............ ............ ................. DE[11181li Y (PER KING COUNTY SUBDIVISION DENSITY AND DWIENSION CALCULATIONS WORKSHEET) ZONING DCSIGNATION R GROSS HORiZONTAL AREA 315,829 S.F. 7.25 ACo TOTAL SUBMERGED LANDS 0 F PERIMETER RIGHTS —OF —WAY 0 S1. SITE AREA 315,829 S,F. = 7.25 AC, (KCC.21A.06A 172) ALLOWABLE DWELLING 44 LOTS (KCC2 1 A. 1 2070) SENSITIVE AREAS (TRACT C) 80,439 S.F. DRAINAGE FACILITIES (TRACT B) 33,220 S1, REQUIRED RECR&V'I0N SPACE (30 L®T x 390 S.F,) 118700 S.F. NET BUILDABLE AREA 190,468 S.F. 4'37 AC (KCC.21k06.797) MININIUM URBAN RESIDENTIAL DENSITY (85%) 15 LOTS (KCC.21A.12o060) AREA TABLE i R EEK P A LOT AREA (��.F.) LOT # AREA (S.F.) TRACT USE AREA (S-Frr) AREA 7807 7892 A PARK 28,575 2 6020 17 4670 C730 LOTS5 0 SF/LOT) I I 7DO SF,, 3 4200 3960 -11 4200 19 3960 5 4200 20 3960 6 4620 21 3960 7 4620 22 3960 TRA' T ABLE 8 4620 23 3960 .-_J 9 4620 24 3960 TRACT USE AREA (S.F.) 10 4620 25 3960 11 4620 26 3960 A PARK 38,81 08 12 4620 27 -7960 8 DRAINAGE FACILITIES 33,222 13 4620 28 3960 i c SENSITIVE AREA 80,439 15 4620 30 3960 I I ��'IPTION IN LICIAAL DESC REAL. PROPERTY IN THE UNINCORPORATED AREA OF COUNTY OF KING, STATE OF WASHINGTON, DESCRIBED AS FOLLOWS: PARCEL A: TRACT 5 OF NORTHWESTERN GARDEN TRACT DIV. NO. 5, ACCORDING TO THE PY�T RECORDED IN VOLUME 47 OF PLk['S AT PAGE 90, IN KING COUNTY, WSHINGTON; EXCEPT THE WEST 150 FEET THEREOF, AS MEASURED ALONG THE SOUTH LINE OF SAID TRACT 5. PARCEL D- AN EASEMENT FOR INAND EGRESS OVER THE NORTH 30 FEET OF THE WEST 150 FEET, AS MEASURED ALONG THE SOUTH LINE OF SAID TRACT 5 OF NORTHWESTERN GARDEN TACT DIV. NO. 5, ACCORDING TO THE PLAIT RECORDED IN VOLUME 47 OF PLA:FS AT PAGLE. 90, IN KING COUNJY� WASHINGTON. PARCEL C, THAT PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHNE-ST QUARTER OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., LYING DUST OF TRACT 5 OF NORTHWESTERN GARD[N TRACT DIV. NO. 5, ACCORDING TO THE PLAT RECORDED IN VOLUME 47 -TON� OF PLATS r,V'f PAGI 90, IN KING COUNTY, WASHING TAX PARCEL NUMBER. 6199000101 AND 3323059010 NOTE: AN OIL AND GAS E EXTENDS ACROSS A PORTION OF PARCEL C AS RECORDED UNDER RECORDING' HOS. 8111180296, 8_404240524, 8404250533, 84-09170718, 8511-130748, 006101"')0956 AND 8610130957. PRELIMINARY PLAT FOR KING COUNTY, WASHINGTON IE ACCES NO. 6 6 8 9 3 2 'R F Cks Q\3 3 tit-1 0_8 is .fin' 'a. 5 : '\:M "-ma's �..+- ��s Yr a _ d I i = � " �Y - 7\8 II�N L L CT6R CT6R 0 ROAD EASEMENT INb�6�89;3 I30' ESMT. T6 lqq Ice BE DEDICATE RECm NO. 7806 I-EMENT Jul: II-20 JE$ EAS IREC, NO. 7803310034 I% ? ? `0 TRAc �07 IIEX. INFORMAL rEDESTRIAN BRIDGE \ � � # \ "`\ \ -� �,\ .� \� --,, r F' : ;�� ;: r t �� z � 'TRAIL TO BOULEVARD LANE PARK ....... . ...... (NOT SURVEYED) r• /` r 0, IIII7 I0IJrI I29 20' EASEWE fENf '17 ,r✓ �/f ,'" „f � ,'� st r� _ F r / M`� � .�.� � V � ; s I k i i t •4 R EC�,� )j 1 20: f % 2 12C 20 7j C.�_, 71 2Q? T 2 24 IIIIIfI20' . . .... . .. . . . . . . . ................ -2. . ... ................ II_T TEMOO 1 20AT f / f /• �� F'r 3 i 2 I C DSE SEME�F I k ;:C ! \\ \ ,� .3 t \ pyq } k \ t r � ` 1"�{ -'ktk So9: 3 8, I. ....... .. I.............. 1. ......... . . . ..... . .. . ... ..... ............. .............. ..... . .... . ... ..... ............... I ..... .......... .. ........... ...............O V. I......... .. .............. C) cr_ UP r_ I I TE D A T Ak 1. ASSESSOR'S PARCEL NOS.: 332305-9010, 619900-0101 1 GROSS SITE AREA, 3153 5 AC) 3, EXISTING USE: VACANT 4. PROPOSED USE: 30 LOT SINGLE FAMILY RESIDENTIAL SUBDIVISON 5. ZONING: R-6 (6 DU/ACRE) 6. COMPREHENSIVE PLAN DESIGNATION: URM (URBAN RESIDENTIAL MEDIUM 4-12 DU/,A-C) 7a REQUIRED MINIMUM LOT WIDTH: 30 FEET & PROPOSED MINIMUM LOT WIDTH: 30 FEET 9. MINIMUM LOT AREA: 3960 &F. 10. PROJECT DENSITY- 4.1 DU/ AC 1. BUILDING SETBACKS: FRONT (STREET): 10 FEET GARAGE, 20 FEET SIDE/REAR: 5 FEET SENSITIVE AREA BUFFERS: 15 FEET 12, BUILDING HEIGHT MAXIMUM: 35 FEET 13. SOURCE OF P30UNDARY AND TOPOGRAPHY. FIELD VERIFrIED BY BARGHAUSEN CONSULTING ENGINEERS, INC, �,,IOVEMSER, 2004 WATER/SEWER: SOOS CREEK WATER & 'SE�tIER DISTRICT 14616 S.E. 192ND STREE-T RENTON, WA 98058 (253) 630-9900 POWER/GAS. PUGET SOUND ENERGY 6905 SOUTH 228TH STREET KENT, VIA 900032 1 (888) 225--5773 PHONE: FIRE: SCHOOL: QWEST COMMUNICATIONS A KENT, VIA 98032 1 (800) 244-1111 KING CO. FIRE DISTRICT # 40 10828 SE 176TH STREET RENTON, WA 98055 (425) 255-0931 KENT SCHOOL DISTRICT NO. '12033 S.E. 256TH STREET KENT, BRA 900031 (253) 852-9550 W N E R MARVIN WEHRMAN 5115 33RD AVENUE WEST EVE RE-17, Y./A 98203 VELOPE'.R TRINITY LAND DEVELOPMENT 310 - 29TH STREf NE PUYALLUP, WA 98373 CONTACTz CHRI AUSTIN EN,%`AlNEER,/PLANWR SURVEY BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WA 98032 �425� 25.1-6222 A r25 251 —8782 FAX CONTACTS: DANIEL K, BALM EL.LI/IVANA HALVORSEN/DENNIS SALTYS iYIAIN'r!L't" y SPY A C-J.0 f 3 No. No. 61 ce i v e d King County Hearing Exarniner no 4-i 1 �4�' .- �� . . lil'-.. . ;;; .. _� -7, I - � ; I .. I - :, , , . . I . . . 1. j � , - F7 r, : �� 3 . W L�,, - �, i, - : - -, I 1� ,;, I ii, A .1 "I . � I - , , .1 I ..''., I—: . " "i 0 . I . . . . . 1� I 11, I - 11 � , � I I _ 1.�� I :� . �!l � � i :1 . ; �l I � I Z, , ., , e '. A , I li V, � f . : . , T �1. .. _:lf,' . ��! , - � . I.- I' , ��.. , I . . I I _11.1 N 1.� I _.q .,. .. 11 .. 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I , . I � : � I � . I . . . . : . . . . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . * : * . . . I - - . L : : ; . . . . . 4 . . . . . . . � ' ' L ' I ; - . I I i , � � . . . . � . ; . . . . ; . . . . . . . � I � I L . . . . . . . i . . . . . � . . . . . I . . : . � . . . . . . I . � i I + I I - - I - - i I . . . I . : � L I I - I - - � - : - - - - - : - I L I I I ' ' * : ' * I _L . . . . L . . � . : ' ' ' ' ' . I I . I . I � : . . . . , . . , . : . . L , , I fo . i , I . : . , . � . . . . . : . . . . : , , , , , . . . . � , , : : : . * L - . . I I I I I I . . . . . . . . . I I I . . . . . . : . I . � � . . . L * , � . , i . � . . . - , : , - i ; : , i . . . . . . . , . ; . . . . � , �,�_`_,," k�. . : I I I + I I I I I i . . . . I L I . I i - I I - - � I - I I � - , , . � , , I - : . . . . . . . * , . . � � . . . . . � : : : : . . . " � L j . . . � ' L ' ' � - . I I . . . . . . : . . . I . . . . . i . . . . . . . . . . I I - - - - I - - I I I I I - . . . . 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I � , - - - - - - , , i - - � - , , , . . ; . . , . . , . . . . . . . . . . . . . ; . . . . � , . . . , . . � I . . � . . . . ; , ' : . . . . . .. : : t ,� � : I : : : : : : : : : . . � . . . _ _ : . , - , . . . L L I I L I . I � - - - I I I I I : . . . . . I . : . . , . . , . � . : . . � . . . . . . : . . . � . . . L I : . . I . . . � . �, . . I I . . . . . . � � . . . : . . I I I I . I I : . . . . . . . . . : I I I * I I ' I L ! . . . : . . . . . . . . . : . . . . . . . . . : I ' * I " I I I L : . , . , . , . + , � , , , . , , � . . . : � . . . , . , . , , : , , , , , , , , : , , , , * , , � : ,�', : * * , , , * , , , . I '�o , , * , , , , : * , , , , , " I , , , , , , , , , , , : , , , , , : , , , , , , , , , : : : �t : : : . . . . . . . I I I . : - . , , + , . . � I . . . . . . . . . . . . . . . . : . . I - ' ' ' ' � : ' ' ' ' ' ' ' ' ' i , . . . . . . . . : . . . . . . . . i - - . - - : - I - - - - - � . i � I - I - - - - I i - - - - - - - - . j . , - . . - - . . ." . 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I I I , , , , . , . , . : . . . . . . , , , - 'L I . `�, � I i , . � L ' � ' ' ' ; ' ' . . . . : j '.'. : *. , I : - I I I I I � - - : - I - - - _� * ! . . . . . . . . . . . . . . ; . . . . . . . . - i + - - - - � , - - ; . . . . . . . - - i - - - , � . . . . i , . . . i - - � . . . I j - ' , L - - , - . . . . . . . I . . . . . . . . . . �"Z' - J,�A' , , � . . . � . . . . . . L . . i - - ' - - - - - ' ' ' ' . . . . . . � - . . . . . . . . . . . . . . I . I - - I I I � . � . . L . I . � . . . . : : - - - - - - - . - i - - . - � - . . , - - I I � - . . . : . : . - ____l I . : . . . . . . . . . " : : , - - - I - I - - : . . , . , . . , . � I . . . � I I . I .1 . � . . . . . . . : . . . . . . . . . . I � . � . , . . . . � : , , � , . . . . . : . . . . . . L � � � , . . . . : . . . , , , , � I .. , . I . + + I . . : , , , L - , ' ' ' : , , * , ' " ' , , : , , , , . . . . . : . . . . . . . . ... e4- , , -,*, . . . . . . : , . . . . . . . . : . . . . . . . � . : . L . . . . . . . : � . . . . . . � , : . . . . . . . . , : : , . . . . . . . . . � . . . . , , . . . : , , , * , , , . , - I . . . , � . . . . : . . . . . . . . . : . . . . , , I . I : i, , , � . . . . . : I . I , I I � . . . . . . . . - : I I . . I I I I I I I � I . I I . . : : ., . . . . . . . . . : I -, ,� , , , . : : . I I . . . . . . , � . . i . . . F ,.- �� _ \ : I . . I . . I . . . . . . I . . � . � . . I I . L ,( � E . . . . . N : . . . . . . . . . . � . . . i . . . . . . . . . � . . . . . . . . . : . . . . I - I I I - I I I - I I I � � � � ; . . . . . � . . . ; . . . . . . . . . . . . . . . . . . . . � , - - - - � . . . . . . i - I - I . � � I . I .. . . . . I . . . i I . . . . . I 1 AsWc 3kAb � . : . - . : i i . . . . I . - . i : : : � . � " , : . . . . : , . , . . � . . . : . . . . . . . . . � , , � . . . . , � : . . , - - I . . . I . : . . . . . . . . . I . - . . I R 0A I : . . . . . . . . . . . . . . . I . . I : . . . . . . . . . : . . . . L . . . � : . . . . . . . I . , '!'t-1 . . . . � ' : ' . L � . . . . L . : . . . . . . . . . � + , � . . . . . . � . . � . . . . . . : . . . . . . . . . : . . . . . . . . � : . . . . . L . . . * . . . : . . . . . . . . L � AJAYI I - - � . . . . . . . . * : vl'� � : : : : ,Dv 11 ... : .... I : . . . : : ........ . ...1.1 11:..''. i� ........ : ........ . , i � I I : � I . . . � I . . . . . . � . . E., ..fU . I . . I - . .'I . . . . . . . . . ; . . . . . . . . . ... . . . . � . . . � ; . . . . . . . . . . . . . ; . L � . . � '. . ...: kQ0 : � . . . . . . . . . I . . I i . . . . . . . . � � . . . . . I I . . . . . . . . . � � � i . . . . . . . . I � I . . . . I - I I i . . . . . . . 4 . : - ' - ' ' ' - - - :: . . . A T 9 ,� I I . : . . . L . . . I I � I � I � -1 . . - . . : . . . . . . . . � � . . . . : : � . - : I : : : : , - : * ...... � '' ,� ............. :, � � " � L ..... ........ : ......... � ........... : ............ I I 1. I I I - I I I 1: I � I ....... 1. I... � ........ ----------- : ....... L . 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I - . . i I I I I . I � I + I . . . . . . . I - - � . . . . . . . - . � � - - - � + � - I i . . . . , . . . . . . . . � � � , L � L . . . . . . . i - _�---_�_ - - - i . . . . . . . . � i i . . . . . . . . . � . . . . � . � . . : . . . . . . . . . . - I : . . . . . . . . . : . . . . � . . . . � � . . . . . . L . : . . . � . . . . . : . . . . L I - L . : ' L . . . . . . . : . . . . . . . . . : , L . . . � . . . . . . . . . . . . : :,4, . I . I � . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . � . : , . � . . . . . . : . . . . . . . . . : : . . . . . . . . . : . � . � - --,--_ � . . . . I . . . . : . . . . . . . 5�. .-,;-- . � : . . . . . . . * * , 1�� I I : . . . . . I . : . . . * . . . . . . : _-, - ____ : . . . . . . . ", , __� , : ". � . . . i . . . . . . . . . .. . . . . . : - - . . . . . . . . , - - I I � . � I I . : - . . . . . I . . - - �_____� I . . . . . . . - -----,I- � . . �, . - : i . . . . . . . . . : _ � : i . . . � . . . . . . . . . . . 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I I i I-.__�._'_.----_ __ � � DEN O- ITY ,�o�"-',,�./A'L4ko.*�'-'-'U'LAT,IONrz")' (PER KING COUNTY SUBDIVISION DENSITY AND DIMENSION CALCULATIONS WORKSHEET) . __.'___l'___.l_l' __' � ZONING DESIGNATION __�__ -�,-,�------------..",.--..�..-..,-.-"- _____.__l._.__'____.___._.. ---------.-.- �__'__ R-4 GROSS HORIZONTAL AREA 315,829 S.F. _._____ ___'_"_'___.._ ------ _'___=_�_ = 7.25 AC. ____ I 0 S.F. PERIMETER RIGHTS -OF -WAY 0 . &F� I SITE AREA 3152829 S�F. = 7�25 AC. (KCC.21A.06� I 172) _�__.__'__'.'.'- .I-.--,-.-- . - 1 - _. I ALLOWABLE DWELLING UHITS � (KCC.2 1 A. 1 2,070) � i ! - ----I-- , - .- - _____'..'___ � SINSITIVE AREAS (TRAC-1 C) . _.' , ._'.__� 81,103 �--- H_� S.F� � DRAINAGE FACILITIES (TRACT B) . 34,517 S.F, REQUIRED RECREATION SPACE (35 LOTS x ,390 S.F.) I -13,650 S.F. � _.. .--- __. .--.---- ,---.-.---.--.---, _.___l___.. -, I NET BUILDABLE AREA 182,463 S,F� = 4.2 AC. (KCC.21A.06.797) _"' - �_'_- - ,-."- �-_'!'_�=�_� MINIMUM URBAN RESIDENTIAL DENSITY (85%) �_ - LOTS 1 K � C I A . 1 X-1.06-\ � "' u . 2 )L\ Z_ U) . L�________ . ----...- .__ - ____ ---.-..- -'_._'.______J ' _____.l__ll_'_l__.l.._ _ - - __..____._l_ L �Cjm* T A R E- A T A` B L E -- --- ____..____ ....__..____._'__'_____.'_'__ ______ LOT # ARLA - (S.F.) LOT # AREA (S.F.) i Ii � � 6695 19 3600 � . 21 4620 20 3600 3 4620 21 3600 4 4620 22 3600 5 4 ' 620 23 3600 1 6 4620 24- 3600 7 4-620 25 3600 . 8 4-620 26 3600 9 4-620 27 . 3600 10 4620 28 . 3600 11 4620 29 3600 12 4-620 30 3600 1 '13 4620 31 3600 � 14 4620 32 3600 i � 15 4620 33 3600 16 4-620 34 1 3600 . I � 17 5600 35 8750 . � 18 4800 ;-_--__-_�--..-----.-.-----�---�--,----.---------,--- I TOTAJ_� L.W AIREA 152,745 SF -__ 3.51 I 11 i il Iiiii � � Illilil"ll 1: � 11 Jam, Imi "�' I &I 1-11'�IJN(3111 COU"'NTY, WASHINGTON : �. . I , . ' I " . '� . .: .") . I .. 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A B C .---- ___j__ --- ___-__ PARK DRAINAGE FACILITIES SENSITIVE AREA __ _�_-1 17,483 35,615 8 1,1 �3 _-__ -r------- 10% ARFA 1,34,2011 S F - _ I F_ 3.08 AM, _____��_l � LE""'AL DEE,1,3"CRAPT�10N . REAL PROPERTY IN THE UNINCORPORATED AREA OF COUNTY OF KING, STATE OF WASHINGTON, DESCRIBED AS FOLLOWS: PARCEL A: TRACT 5 OF NORTHWESTERN GARDEN TRACT DIV. NO. 5, ACCORDING TO THE PLAT RECORDED IN VOLUME 47 OF PLATS AT PAGE 90, IN KING COUNTY, WASHINGTON; I EXCEPT THE WEST 150 FEET THEREOF, AS MEASURED ALONG THE SOUTH LINE OF SAID TRACT 5. 1 PARCEL B: AN EASEMENT FOR INGRESS AND EGRESS OVER THE NORTH 30 FEET OF THE WEST 150 FEET, AS MEASURED -ALONG THE SOUTH LINE OF SAID TRACT 5 OF NORTHWESTERN GARDEN TRACT DIV, NO. 5, ACCORDING TO THE PLAT RECORDED IN VOLUME 47 OF PLATS AT PACE 90, 11\1 KING COUNTY, WASHINGTON. PARCEL C: THAT PORTION! -7 OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER , H, RANGE 5 EAST, W.M., LYING EAST OF TRACT 5 OF , TOWNSHIP 23 NORI NORTHWESTERN GARDEN TRACT DIV. NO. 5, ACCORDING TO THE PLAT RECORDED IN VOLUME 47 OF PLATS AT PAGE 90, IN KING COUNTY, WASHINGTON. TAX PARCEL NUMBFR: 6199000101 AND 3323059010 NOTE: AN OIL AND GAS LFASE EXTENDS ACROSS A PORTION OF PARCEL C AS RECORDED UNDER RECORDING NOS. 8111160296, 8404240524, 8404250533, 84091707100, .851-1-130748, 8610130956 AND 8610130957, I � I I I ' ; " ,I ; , � , i � � . .. � I � : � . I I � " 1� : � � : -'� � I " '. : I ! � : : %. � I ll� �' 11 j . I., 11 'A ." . I .' , - � , : � '� -'� " ... "-� ...' ,. ' .. -. ; � , '� ; �: .-! I � n- � - 't : 1. I .. i, � ""'�'q , , I . � ' , � cDt � : ' .. 11 ". ' I ; I \111, r-1 '.' '- % � % " � " , 1 ' i I 11 V" -T-'-'.� . . !; � 11, % , - I � : . . �. -1 11 � I : , "I ff)� " 11 --'q \ .1 I � , . d , � ! I . . � , , ' : I I L . � ; . I �' � � 11 . 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'I 1 - BUILDING SETBACKS: FRONT (STREET): 10 I-EET GARAGES: 20 FEET SIDE/REAR: 5 FEET SENSITIVE AREA BUFFERS: 15 FEET 12. BUILDING HEIGHT MAXIMUM: 35 FEET . . 13. SOURCE OF BOUNDARY AND TOPOGRAPHY: FIELD VERIFIED BY BARGHAUSEN CONSUI_TING ENGINEERS, INC. NOVEMBER, 2004- ' il U"TILITIEd�o��"/,'��-�-"),ERV�,,ESU WATER/SEWER: SOOS CREEK WATER & SEWER DISTRICT ___ 14-616 S�E. 192ND STREET � , . (253) 630-9900 .1 - __ _P _R/ - ...- __ - . - - - - - ---. _. - . __ _ - - - _. - ___._ -.------ _0 Ml E . .. . 6905 SOUTH 228TH STREET . KENT, WA 98032 1 (888) 225--577,3 PHONE: FIRE: SCHOOL: OWEST COMMUNICATIONS 23315 - 66TH AVENUE SOUTH KENT, WA 98032 1 (800) 244-1111 KING CO. FIRE DISTRICT # 40 T RENTON,WA 98055 (425) 255-0931 KENT SCHOOL DISTRICT NO. 415 12033 S.E. 256TH STREET KENT, WA 98031 (253) 852-9550 k"'WNER 1lo TRINITY LAND DEVELOPMENT 310 - 29TH STREET NE PUYALLUP, WA 98373 CONTACT: CHRIS AUSTIN �' EN'%'�.��MINEEFi/P,LANNEF'i'�/`"-O-,URVEY ULTING ENG'INEERS, INC. . KENT, WA 98032 425� 251 -6222 � CONTACTS� DANIEL K. BALMELLI/IVANA HALVORSEN/DENNIS SAL:fYS 11'r � , ..' " I r, �� I t �' , �.UA !'!� �' ( I 111. '- � . , 'I �' .11, " ' Im ": . :'�� 4' ( I -1 I " for'll VEIE Ikk " 4, g _;C_41��* I I 't t - �" , I'll -'. g _ - Al r' - , ", '� A I �-�."'. j'. V; '� '? , 4-Z !'�"' 10, �0�� , .1 .. " . --� , -:� ' , i 1. '; 1. '� � / , �'-.- I " , , 1, �' '....'_, �'! ... �11'1' ll'%."'..<� _ . "'� 11-: 11 "" " �� `-` "---� M v , , , A "��'-' '? "�'_. " .. . �'� �' .l.'. ,-� - I T. 11 � I . �. 1, '. . .. _i""".' , '. %� . , � .i '� "' . ': - f . 11.11, ,,, I �;"'-.�' , 1"A 1, '. .' , i� , - . 1, ,j , '� . :' � � �,_'' .1 .�. I "�;,��1.11'1 � .. lilf �' . , '. � . : , -.1 "�'- � '�" � " �\ "." ' ' \ ", ,-,. i., ' ' _1 I , � , v - I ' ' I'll " - ' 1 ":14 1'1� . .�� 1� . ; - Iq � L , I . . ,� " " I " � . . �.' u , %1. �. � . J" � 11, 'Li �' ':'�.' � � , )'___.."�I� ;.' . , ,�. �' ""'k, "A , . _� �.-v .i� �" , ;' '.' v%l . " ` 1. 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EL=3.89.0 STATIC W.S. EL386.0 BOTTOM OF VVET POND=382.0 38TH ST.) ACCESS ROAD) 17 UA r mmo,_WT O%E'! r_!VqV_V1Fiw Rto�� 1AA #v--Pw & & ^M lamart-" ,amn�� 'AW BARGHAUSEN CONSULTINO ENGINEERS, INC, 18215 72ND AVENUE SOUTH KENT, WA 98032 425� 251-6222 425 251-8782 MIX GONTAGTS,, DANIEL K OALMELLI/VANA HALVORSEN/DEM111S SALTYS jok1k, ESTIMATED Ru"U"C"'H GRADING ;jUAN`T1T1rwt"' CUT- 16,004 cup yds& FILL: 57,446 cu. yds, NET-. 41,44-9 m yds--. f_!LJL CLEARING AND GRUBBING: 3,500 cu. yda, z a Z CL L-1—ig r n Ll C fr EL r Cel. _Zw w 4 1 w 0 w w :> <jr In -� M. 0 OLD, D 4u M) z f-0 Qo -4- (XD 0N Lj 4- Lo U3 CPO x Xe if U li 0 bi _2 L i EN * � 0 CIA (N E 0 0 - CD ks- I CD V10 00 Lq j CT) CD bj Ne, Div/ CT, CL UD 41- 7_1 COPY DISCLAIMER: rhis rnap was crea-I (ed -for reference purposes only and is riot to be construed as a "survey description". RES does not represent ff warrant that this map is complete or free, frorn error, and does i i0t assume, and exprr_,Gs�y dj,-�,clairns, any flabiNty to any person f0i loss or darnage caused by errors or orni,5sions in the map." L E G E R-4 Pj,,Ej 'Ourty Boundary Map SHoundary, P,_arcefl Boundary Hydrdogy rjoundairy "'i,ne-a" ID SE 46TH S-T S L Subdivision ID 2�i 170 0430 U . nplatted- Parce� 0 1 �'2006 D N.Oe: For Matted and Unplatted Parw� IDs, value andosed by dashes (-) is the Block ID APN RECORD LAYOUT-. M a j o r N L,,� irn b e r 9 C�pqr -Jn b., L Minor rAurnbcx 23-0-&33j\1V1f j 23-05-33NIF 123-05-34-IqW 23-M-31-03W I �6-05/S3SP/l Z3-05-343W 22-05-001W I 22-05-04NE 122-05-03NIN 0 50 100 200 Si�l c,' iei I (0c I 10 CY I I �� 120, 0) 41 4POO" % )_411 3 1�1_3 2,'��@ 5 (0.80 Ac SE 1. , 0 -4 TH IS T ya-2305 3 "2 0 94F % U 0_1 (1. 19 Ac.) (0.40 Ac.) 332305,,_�, ii e� 2 0 J (0.3-2 A Z 0 0 (0. 81 Ac.) LU W Ld 2 3 C), � 5 - 9' (®r 8,-` (0. 81 Ac.) 332305 9057 (14.0 7 Ac.) wlly 'k Xr N x., Xl%. 05-90.0 12 -3 N X "N (2.05 AI -Y .v Z Nl� ................ . . ... ...... ... 261940 261940 . ...... 261 M ....... 261 4� 0 W 940 940 A' -to 461) ......... 4 15 0020 OWO 2619,Ao 1C'07 --- - ------ ...... /`00 10 ........... ...... ............. 0050 10 1 .66 A nm. ........... ------- ------- ...... (75.24r� 2 (5 93') -- - (�Y6 rj (71 . 3 4')--- .14) ............ "IT...T.- :-;�" - - ". �7 �._ ---_------ 7- _94 M8,421 0 1 (109-96 ...... -21 00,8421 1�� 0 gin -DIV 4- &�v CD Ce3421 CQ8421 ()98 V, T-,� C) C) 00130 00/40 7 CD r :q��, ��, Do 0 00 Z12i 098421-008 CP-84 42-1 ()o,8421 CD (03421 028421 cyj -DIV4- Co CO 0 '19) 8 4 2 1 -DV4- -DIV 4- 0070 Cos C�l )90 0� C:> r -1 0080 C:) 6 0( C� CD �o v) 01,D8421 0 0 100 -21 008421 DIV 4- 09220 ��P`�, UWZv_1 C 0110 0120 N 10 ... . . -DIV 4- -DIV 4- -DIV 193 El 4 2 1 u �e 42 -DIV 4- ? C:> _� W, Co ---j 4 R 9 TJ30 ONO - - 4- Z:! -DIV4- -DIV 5- Co CQ 2-55') ('18 8 (6 5. 7') U %-- 0 '(o 00 -DIV4 .32'1 D I N/ 5 - 8421 -DIV 5- -DIV5- 8421 J 09,) 'J -DIV5- (61 0050 (70.94') (70-34') (62.86) U 0 140 -3: -DIV 5- -DIV 5- 0970 (69.44') (70-64') % A. 4 �� 184-TH D IV 55 t X! 54") (70.34') CO T 17 (70.84') (70-84") (85.95') 023421 (,19, 12') (5 .14') (71,3T) 098421 (70.23') (70.53) Igo (70,53') (UM 0-98421 0 9] &1" IT 098421 M421 098-4 91 -DIV 4- �M4 .2 0 (y) M42-1 8421 E 184TPI PL 09842 1 21 LID LID Cl� C cy 0 6 0620 0610 0600 X1 0710 -DIV 4- `v 2 C--) 7 F., OCA0 0630 98421 1-07AQ9 6 2 1= CD U -,Is -DIV4 7 '9 �� 1 2 , g c�) (17,30 Old -DIV 4- -DN 4- Z! -DIV4- -DIV4- -DIV4- v- -DIV4- -D 5 DIV 4- .4 IV4- 0 1910 Z (145.32') 08 09, 4 22 1 g`3�� -16 -DIV 4- 0 6.0 441- C) V' j (70.75") P 2T6. 0 0') (69-86) 09842'f CG8421 01,18-1,21 098 (105.93') V4 (70.75') C.) (I 05.� 4P) (57.5� 4 3 093420 IN 098-42-70 - a _& Nj 0984r2_1 -.4i N (91,74" G9,8422 CD -DIV4- Ca (-a ( J-8, L6 0750 0390 T) 1 , 0 08:30 �§098 0 912 0 0700 (98.7 -DIV4- 0420 -DIV 41- 0%_422 CP-8422 co `0 LO -DIV -5- 0 Co j "? �7 0580 -DIV4- IV aj, -10 Co') *� I 5�� __02 Cb' 'U (110.26') 104,36') OW , - '..) ___ ___ _t I.',-,. � .1 --.0- - (126' 1�f 'y - - '0170 003 0 -DIV 4- 096420 -110.26) 1 N 04.36') 98422 42 -DIV 4- WO 09842 098421-0760;� — 00,842'11 C� 0128420 _(67.95') (70- 098421 co, ut OU : �L r, -DIV4 -DIV 4- .. .... CD 42 CG6 -1 Q 0 0 UD 1 �7) -DIV 5- 057 0 V -DIV 4- Al (104.22') -DU 4- --Z E- 145 THI _-S T_, 0 1 rso 0. 61 )4`2305 (12 6 76-f 6� CM421 SE 185TH PL 0870 0820 -DIV 4 Co C690 OOC % IJ yoz) (1 04.02-D -DIV 4- 09842-1 (66.0 7") z 093420 (62,89-; (106 OF) f 098421 . . . . . . . . 098421 '104.02') <1 L 7MG .... A _7(82 94222. 00,8421 _-W 4 261 -40 Q 01320 T 7 CD 0 098421 0 n cc 7 ')6 C� 0770 2N98420 -P_ I V 5 - CO 6\1—\ 0670 ic- 0060 "1 0560 M84-22 U W10 If? N `3 09842-9 -0 0984-21 ___ �11. _-,,(QJV 4- 119 T -Dr,/ 4- 9098 4 --DIV 4- (3 9,43') 7,q �0 b p� 259180 W .6 , - . N 01� M � � , � (L� 1111� - 0110 N . . . . . av 4- Q 0370 04F j .1 6g, osoo 4 i 0984221-� W44 01CO I I.. r /�> -DkJ 4- CG8420 J _UV A 10 7. 6 0090. M410 C28420 26-97) 0460 1,v 7 (N,,8421 0- 2 0 I Ac. % 0280 r� M, *N1 0490 OS8421 (98 W1 .Cc f,4 (6 L 1) 0 0 9+ Z CD (7-3.5 I Of -uv 4- 098422 098410 De470 0 098422 QU 4- q 259180 (79,41� ��A C? 07 80 C198420 9, 008( 0200 0270 �0� 1/ 093420 7` Dv 4- 0,�7 0530 (106.24') 0,08410 �D I I 098410 'Q8 ;> 0360 .00 0 0- 7 0 .-ON 4- 0,03,9420 %11, C� 0%420 NOD "00. 0-%422 Nkz 0510 "098421-0540� �P' 098410 14 0260 ko' 0290 0480 0� X�_ v 098-421 �20_ Q 0130 r -DIV 4- 7 098422 02,50 20 Oc,9420 66' 0 r, 03 098422 0,98410-0240 03,K,0 0210 09842D 14 7 75-44') 0-%,410 W 4 259180 0093/422 0 06.36') 0,54-0 0,08420 08.00 098421-0530;`- 0300 098420 186 U) ')8410 I - �t - , T, IJ330 -DIV 4- ri 0260 1� 098420 .20') CO 098410 9 1 7 (71 ilX320 01,5 0-920 T-1 W8 &98410 7�' � 98410 2� 0231 0 098420 00-8420 098420 11 Cn CID 0310 E3 91� Af 098421 20� 259180 01084920 0310 4,( 098422 0? D 09842_0 to CID W, 75 ,26 � , IIJ �rl �1_ (703.2�� _ 02250 0520 0550 01 9�_ /1-11, N , �� J'-' (0270 /Al, If �37,611 098j,_10 -0 09810 0530 9842 98422 098410 0 16,0 DV 4- 098410 141- - 028407 3 7 ?,), , '4-? z 7 098420 ("0 f.'j 0220 0,52 0-93o -020 V& 09,8410 NA: 0,98421 ,2;�O,I 098420 -DIV 4- 1422 r7 098 Tz 2 8 4110 0320 710 N, -098422 (3nz (716 098410 09842-0 2a9l 80 02210 098420 0190 0170 '2 Co (_P98421 051,10 0300- 05SO '0 I TZ % (j_Ao Nqe 09%8 09,3410 1- j .. .11.1, %0� 0 170 02-40 7 098421 -30 -18610- WO 00,8410 096410 098422 031, '40: C_ 0160 05(yj �0 0,03410 0 1 8o 0 0 5 CJ 63" -DIV4- "e, W 7a 7,8 0-2 30 f 259180-0576 M420 8421 09 lb- b V'L 00,38421 K�, tq6�,, __1 -A -)I M 098421 0220 0-250 098420 a9841 0 -DIV4- 05(o Q) 1 341 M841 0 0984,270 0 7 0 (A)90 4. ((36: 038F, 03410 0 -210 M, 8 4 2 0 1 V DV4- 0 0, 7 0 . ...... . -DIV - 'P' �1,;. ZN - $-4 �L i A ... 13 7.7�` 02100 C ;��_ — - 0%4220 m 098 1 LU/ 7 a N 098421 0620 U9 ? N�) - 8421 0360 AN 0,%6, -�, 0260 "T OID841 0 Ok 161-1 3 � % �- 2 ' 098421 796 9:4 DIV 4 0,98410 % -DIV 4- GO 0, -DIV 098410 098420 (3030 Cv U U �A. D� vj U , 0 -70 002o WPO 4DIV4- -DIV4- -DV4- QTr_�F�,� 09841 0=0350 N 098410 01,30 080 0918410 0580 (122.77) mw. X X� wxl! -i 098420 0olo Q_ Q , 5 CP_8 �,5) AV 098420 N IC9,> 00,8410 098421 iv 06 1 a 0 5 9- 10, ) - 098421 00,90 0190 0350 -0 IV 4- 0%421 .0 cpsm2_1 10 7 CQ % :%.'I M84 10 T091180 X DIV4- C 8420 0100 06 00 Z 0f;318420 098410 .,(,020 '4� -0 v 03� 421 G%_41 0 (7-23" 0120 (W a, � NI,� /0 41� r,9 098410 19j rco� 02820 098410-03,60 P 0400 -DIV 4- 0 '70 x" 8J/ -DIV 4- �o W A CP-8-1,20 ('8 1 0984110 -DIV 4- 98410 �10 "A- , G, 10 0410 09,8421 aV 4- -421 0470 M41 0 41 U U Z �ge -'[f '30= P - 0%421 25918 0.,P. 0480 )8421 098421 -DIV 4- 3 896, -1 ''290 CP_8 joz, 0 P-) U 7 0, W841 0 -DIV4- `4�, 11 �11 1 A 4 _` W, C96420 09 01110 C WC 13 93 -DIV ......... Ak:b -DIV 4- tog A 0180 lt� k- 13 -DIV 4- (76 410 aV4- Cr2841,21 0984CO 0420 (1 �,q -A .02 Z-1 --J'10797' ,3 (76 I II % 9 (6&221) -z- -DIV 4- (6.9.42') 5 25 9 Z� 0430 D `4) 1 vro (r) I jil 098420 09840.) 0981-400 lq'� 32f 0`9 08410 093410 CD 4j1v 4 If v�D R 0 C �A 11 r� It Lyeol4z] 0 00 X Z�- 09-8421 :7- -0 �: 09984Z-33 00 C� Ct 0:1 0,083410 0410 o� Lo 098423 �v 098410 M co -11 N1�011 0170 �_J A v 05 't I I::� W20 vj (a 0 � ()x C- - 9 0-08420 U13910 03c90 ()A 0380 ,20 00 77- 08) (86-21� 03-83) p 098420 GeB 0 03,83") 016,60 WSW 410 0d. (1 0650 (68. 41) (138.95 CD _45') (68, L 0 A, 10 U) 098422 400 ED C I- �0 9 NN115) 0,08420 098 LO 3 1, L CID CID 02-110 K _Q 0220 (102JZ) 098422 ,j 0 0 -1- 028400 41,3 (102.12') '3t (-0 02 X0, 098400 24 321) 8 4 0 O_ :Y) 01 0-98422 09moo 16o r-� r,7 040 C-6910 0510 -490 T_ �1 24 32') cp CS- CP,8422 N N (69.33') Q� Iq 0460 I L nX 0470 1�? --A CG8422 -� -"-- Q . 00,8420 ) ��o 1 0-240 T98422 (0 0 7 0 0 )t CO nX. j T., 098420- 0'' 91 8 4 2 2 0@8400 0150 0250 (69-60) (70.00) (67.91 C7 1.10') (86.20) 32.90') 0,08400 0300 X� 4 1 cD 09,3422 c9 j Fj) 10 390 0%;2 cc LO �0 (107 04') 0350 C-I, C�' 0360 0410 C� ....... . 03 0380 X., 2 0400 L"] 0 04 SE I 88TH PL 'cc 098400 `5 (10 3) 141) 0 0 ro :D OQ8422 27L��, M (108,4- 6) 098A M420 122 f--, 4-A 02,90 4zj 0 (69. (72.701 CP TI- �A 1 (68-83') <,D* 9.051) 1�21 0270 098422 0 (37.5 1 1) 0710 (70.50') (71.60') (69. 0140 "M 0590 098400 Of 2,60 _'S 03423 J 098422 09, U%,423 54,J 9 8 4 0 98400;*- 0 x 8422 02W c� 3 00,8400 098400 098400 �09840 01000 _�6 ello 7 CG8400 0-0 LID 10i Iq '19 84-20 -1 CN N (0 CID Cd (G,0 4 0,%420 0390 609842 -Z-f 02250 0 C? N NU, -UN ckl 05 70 0720 Ni 1_\ /I 3- 0.0 1 �` )2 7 \W6400— PL co `0 05330 0 `0 054-0 co cD 0550 (D �D 0130 098400 w4o 1.3 1, a 0360 036. 0600 04) (3 098422 M8423 'A p U98422 6.00') P (7 (70,50') \11� - - C) S, (44.00') (71.60') 0') % 098422 C', N 10 01,98422 10 03000 (110— 0240 0 9 8 -4292 035( C) 0%42 OTM ....... C, 0360 6,11106 0mg, (105-49 0120 033u) M422 (117.60 '0 0 05.49') 03 1 (117.60 6 10 W.; 098400 R 259136 (70.49') 028423 098423-034 0 X 0 34-96') Q, OT/O X, b 07 0, M42 -0 0230 0 1 -4 0110 -A W 0770 '400-062n W8400 0 0 CR 05.28') 098400-0320 Q 098420 "D Co 098420 098423-0410 _110 cc cc CP_8423 '30 0 09.79') 259166 ............ 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GROSS HORIZONTAL AREA .— 315,829 S.F. ____ , -,--- = 7.25 AC � ______ . � TOTAL SUBMERGED LANDS ... . .. 0 &F� PERIMETER RIGHTS -OF -WAY 0 S, F� I SITE AREA 315,829 S�F, = 7,25 11 AC. � A (KCC,2'Ik06.1 172) . � � I .--- � __ ____ �_� � i i ALLOWABLE DWELLINO UNITS � I (KCC, 2 IA. 1 2.070) 1 � ---,----- - i � ___ I : �� TIVE AREAS (TRACT C) � � SENSI 80,439 S.F. : DRAINAGE FACILITIES (TRACT B) 33,220 &F. � REQUIRED RECREATION SPACE (30 LOTS x 390 S.F�) �� I 1,700 __ __ S.F. i � . .. .... NE7_ BUILDABLE AREA �_ _ .. . ... ... �� 190,468 S.F� _= - � = 4.3 7 � �__, � AC � (KCC.21 A,06.797) I-------- _��=______ -.---- ---; INIJN�MUM URBAN RES10FINTIAL DENSITY (85%) (KCC.21 A, 1 2.060) 1 - ----- __,____________.__ __ _________________,________j1 —_ LOT AREA TABLE � ----------- LOT' # '... -----I---...-,- AREA (S.F.) LOT # . . . AREA (S. F,) 1 - - 1 1 7941 16 70092 1 2 4620 17 4670 3 4620 18 3960 1 � 4 4620 19 3960 i 5 4620 20 3960 6 4620 21 13960 i 1 7 4620 22 3960 1 8 1 4620 23 3960 i 1 9 4620 24 3960 1 10 4620 25 3960 11 4620 26 3960 12 4620 27 3960 'I 1 3 , 4120 28 31110 . 14 1 4620 29 3960 1 '15 —.---- . -, 4620 �, 30 1 3960 ___ .- I . I" 7 L Off M EA 1 13&,663 & 1 4 At _ I------------ _J E7__,3_ 11.1-. .- - A14 L"'y , N L %` � 1 A L r � �'E c' rr- � "' w"I P T � 10 N . I I I � - ". ., �. I I \ i e ,� " i I � �, . - "I -- ---- ��,_ , 11 I \ I . ; , �.,:�,,,�-�--.-;.�.�..",;,;,.:�,',. " ,I' - � �_ , �, , , .,. �_` ;% � � I � I .. � i 1, I . . � - I I L � .\ - 11 � �� '. ,�,-,�, t� \ I I �, I � �, I I , I ` � I i I I 1� I., I I I \ .-,. � _ I.. I I __� i � : . 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I \- ,�.I? .,�,.` I I �j � 30' ESMT. , . : t , , I - : �� I i' � � 11 * I � I . - , ;, � i ,� � � i �, ! " - `�-` -__ ,1 - * , ,I I r_ % . , ! .: 1� � � ; .1 0 a.' � � , � I I � .,;,� 1, Q � �_ I BE DEDICATED : 1 � ,�%z�- I . � . � . � � . i 11 _�� x, 'I ,I �, � : I 1 4 � , � . , I i I ,I . , . ; __� . % � � !� I ? � .� I � � � � ,_��. , , . � I � ! 4 7,� i` ,�; I z : . , i . I �_, R " : � � i � : , �:�� - ,I � � I � I s �' 11 1. 3 � I � , C:::) � � �i \�A� I I , : � �\ I : � 11 ; t * 5 - o* _��-'�','_ 1 h �, ,� � � � :; ? 1 , .1 � " .. , _ � 1 , , � , � 5 P PP M C) 7 k n r-, i P, f) () R " / / �__11 ; . I ! F, � . 111\? (:�) -, � .1 I : \ r V=_ RE%C_]7',RtATDN 8"`r`ACE �`-FrA- rr;�3"L 7.17 F -1 . . . . . - - . TRACT . USE � —_ : AREA (S,F.) A PARK 28,575 _- __ ------. ------- _ Ir % 4 R E. It-,) u I 9 Fa L) � IYU L 0 T S 0 '31 t, -01, 5-1 F / L 0, T) . a 1 1 � 7 0, 01 S.111 fr, �_ P-1w3mDED - -__ . .. __ 341A 1 -8 SIR, - --..---.... . __ . .. �RPAICT TAR...-E USE I A PARK B DRAINAGE FACILITIES c SENSITIVE ARFEA _. ., i___A___,._ - TOTAL AAR E-A .. 14,234 SF REAL PROPERr� JN THE UNINCORPORATED AREA OF COUNTY OF KING, STATE OF WASHINIGITON, DESCRIBED AS FOLLOWS: . PARCEL A: . TRACT 5 OF NORTHW CT DIV. NO, 5, ACCORDING TO THE P1_1\T RECORDED IN AGE 90, IN KING COUNTY, WA',S)HINGTON; EXCEPT THE VVE'--)'-r 150 FEET . THEREOF, AS MEASUR'ED ALONG THE SOUTH LINE OF SAID TRACT 5. PARCEL 8: AN EASEIVE-NT FOR INGRESS AND E- ORTH 30 FEET OF THE WEST 150 FEET, AS MEASURED ALONG THE SOUTH LINE OF SAID TRACT 5 OF NORTHWESTERN GARDEN TRACT DIV, NO. 5, ACCORDING TO THE PLAT RECORDED IN VOLUME 47 OF PLATS AT PACE 90, IN KING COUNTY, WASHING�TOIN. PARCEL C: - THAT PORTION OF THE EAST HALF OF THE SOUTHEAs-r QUARTER OF THE SOUTHWEST QUARTER OF SECTION 33), TOWNSHIP 23 NORTH, RANGE .5 EAST, W.M., LYING a\S'T- OF TRACT 5 OF NORTHWESTERN GARDEN TRACT DIV. NO, 5, ACCORDING TO THE PLAT RECORDED IN VOLUME 47 OF PLATS AT PAGE 90, IN KING COUNTY, WASHINGTON. TAX PARCEL NUMBER: 6199000101 AND 3323059010 NOTE,, AN OIL AND GA-5 LD,SE EXTENDS ACROSS A PORTION OF PARCEL C AS RECORDED UNDER RECORDI11G NOS. 81111602K 8404240524, 8404250533, oc'409170718, 0 851113074.0) CJ 10130957� . I 2 � t t : i . .� � 11 . .� � : I � 1_'1 I 1 1. �%., � : I , 1 -� � / . i �, , ,.,s � � I r . . t I � s I � � 1, I �� :, T u : z � � � � , ,�_'j ., ,I . I I - 11 � - , � . � I ; �1 I V I . I : 11 " I . I . . . ? ; -, I ` -I , 1 ', - � � , I � , " i i I � � ., ; � � - I : . . ?, 11 I I � , , I . 11 , , I � ,�� ... 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PROJEECT DENSITY: 4.1 DU/AC '11. BUILDING SE,TBACKS: FRONT (STREET), 10 FEET GARAGE� 20 FEET SIDE/REAR: 5 FEET SENSITIVF AREA BUFFERS: 15 FEET 12, BUILDIING HEIGHT MAXIMUM: 35 FEET 13. SOURCE OF' BOUNDARY AND TOPOGRAPHY: FiELD VERIFIED BY DARGHAUSEN CONSULTING __ I .- . � . 2 __ U..T�.L.-IT,�E%":�D��'/,�c:j�-'ERV'��; --�'Frv- WATER/SEWER: SOOS CREEK INNFER & SEWER DISTRICT 14616 S.E. 192ND STIRME7 . (253) 630-9900 . POWER/GAS-, . 6905 SOUTH 228TH STREET I . KENT, WA 98032 1 (888) 225-5773 �_ PHONE: QWEST COMMUNICATIONS 23315 - 66TH AVI-NUE SOUTH KENT, WA 98032 1 (800) 244-11-111 FIRE: KING CO. FIRE DISTRICT # 40 1 RENTON, WA 98055 (42-5) 255-0931 SCHOOL: T KENT SCHOOL DISTRICT NO, 415 12033 "').E� 256-FH STREE-T KENT, WA 98031 (253) 852-9550 1 to I CD -1 Q0 . �1 ,�'_ 0 1 11 r�" Im n_ Lj C, C) L-5 0656 --- I 3 0 :3� _j 0� !�Lj �� : bi - _ Cc-- - ME �: :D :�;;, u) :D ��0 , C) 0- cy w >- 0- OL, �, < C, :;_;�, Lu �� V) 71 F� I I o Q:�: ry a - I �_ = :T p- L_)� __ 1��: — :r x � 3 --I 111�r_.) ��V) <-� i ') --> t�� I - to I* C) 0 ,�"T.,--'ID (D 0, _. v__ 40 0) ,,,,-,,, 0 HQ " [IN! Irl- 1�_ — TJ, .12, =__ 1. p — I . - I , . 1� ) , � I �A ' I .. I . TRINITY LAND DF-VELOPMENT .- v . 310 - 29TH STREET NE I'll PUYALLUP, WA 98373 /, CONTACT- CHRIS AUSTIN // / . EN k`03-i1NEER/F'1LA1q': NE- R/ S!"URVEY . / . ' LTING ENGINEEW, INC. / KENT, WA 98032 �425 251-6222 �425 251-8782 FAX BA CONTACTS: DANIE.L K. �ALMF�. 1111VANA HALVORSEN/DENNIS SALTY',:3 . . . __ . - .- ;9.� " - 1 ��._ �D F',2', Cir E, ,I !0. � ..j I F_ , T L . 11�j w � . . . JAN 1 7 Z0(jb - . - . y ., _. 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I-) .. -...- . ... — lid --... . .....—.j i -0 01 0 00 3: 7D E 0-) 0- CIO > - i LANDSCAPE PLANT MAT LEMAL LEGEND Z)17-- E TR E I Su � 1 ggaa 1 gp (CNTORTA G 1TORTA © 6 ( p- S SHOWN SP GUYONE GROWING SEASOMn SHORE PINE NURSERY GOWK UN —CUT LFADER PRUNUS SERRULAT INNZ-Am1 1 35CALL. AS sH0- N 5 STAKE & GUY ONE GROVMG SLA SONA-y KIMANZAN CHERRY NURSM GROWN, BRANCHED AT 6 f r /i ' ei TSt�:'°A ��IENZIEc�i!l � 6 —'J HTo y'�,S SHOWN 15 c��:r� �y� Zia `i�l�•Y� ONE GOVV��,y�'J'�`:J e�yE�7�t�`�.i6 p �y"� �� 3 pq y 8g a �, NURSERY �v��fjftl.) UN —CUT GU EFR THUJA PLIC TA V-7a F 4 X3 SHOWN 10 STAKE & GUY ONE GROWfiNG SEAS01% Y_ f KaTERN RED CEDAR B NURSERY GROVI , UN —CUT 'LIFADE R SF�RUG& aco WHITE ROCKROSE FR� NUS �U OGER60 ENGLISG1 LAUREL /J({'�1'!4jvj9y /�.o I(?g7��F� L'_9' �_10 �,) 19 GROUT GUIERSa I f ''•. �T A�F�H ryph �i as .�' ARCTO �i3'�3 9 1 :J 2' � � B ¢ �tp cS'�'i l �V }0' "��go ^:?' 3 Cf LAa As REQ,D d.=� HOLD23 FROM, O DER' �� OTHER LOW GROW SEED P X HYDROSEEDED LOCAL JAL BLEND Jf V q k�.ww MULCH Elf 401b / I SF ,000 S M A b / `i j 00 M CELLULOSE ' , MP ' � qq 4 A. l LN-NN Pl-AN ER EDGE CUT VtQNSITION S- �M--;AMENME S-' Sl 7 MBOL f 8 Ml 4- 110 20 4- i WT" UfflPFot-w-:m:' Ry/// E "LAND I r f loo lvf� r> 0 4-2 a STATE OF REGISTERED LANDSCAPE ARCHITECT CERTIPIC `E -NO, 7016 (VALID OHILY WITH SIGNA-PURE) Ir�3 z z eS�Pw�sa UJI .._ ce 3 e3 —0 00 — 3 LLI IW_ L-1 nw. �.. € lg3 o �J R3 3 � '+sapr� Ll� 1� 0 3 H o e! LL Q73 1 1 o 1 o� w� U-9 V X z �_ z MD. r--- z LAU �yra\wa.r 1j�p=�, �rryy q�= � Lro L y-� n C-A �Zp§ C si�_Q."._D y ]7 , 1 R. (3) P ..a ZZ — 00 N --1 cI N 4!) X rr) N CU C7 (J Ul C3) 0 W �r i U) C) 0 T 0 25 50 100 POWER POLE z SCALE: 1"=50' w/TRANSFORMER u CHAT xLJNK �'1 -p(Q� MAILBOX ''h �. - Sl ■ 188w;o p 1q1 x9 .- _ M 4:Irn 'n TEL, RISER --J IE 12" ADS E=477.63 = MAILBOX ) -0- POWER POLE 0 SANITARY SEWER MANHOLE (SSMH) p WATER VALVE (WV) ZQ F1RE HYDRANT (FH) E B WATER METER -0••. SIGN 0 FOUND REBAR/CAP (AS NOTED) iiim"",..'.,"L"...,",'.1'.1 I ASPHALT .: '. GRAVEL STORM DRAINAGE LINE P(011) - POWER OVERHEAD X CHAINLINK FENCE ❑ ---- HOG WIRE FENCE // waaD FENCE Dp WETLAND DATA POINT WuLmo W 6 WETLAND FLAG NO. l/ u TE C�AINLINK •.-•- =k r- - - . .. afz�v� �I, �1�*R. .M_� � -� r' �\ k ,� WOOD FENCE �q. IE 12" ADS W= 476.70 IE 12" CNC E-476.35 FND REBAR/GAP ' I SURVEY INFORMATION 1 1 PROCEDURE / NARRATIVE 1 of WP'� A FIELD TRAVERSE USING A "SOKIA 3100" TOTAL STATION, AND "TRIMBLE RANGER" 14N 0 R�GHl DATA COLLECTOR SUPPLEMENTED WITH FIELD NOTES WAS PERFORMED, ESTABLISHING MASS 1 THE ANGULAR, DISTANCE, AND VERTICAL RELATIONSHIPS BETWEEN THE MONUMENTS, FND REBAR/CAP PARCEL B EASEMENT 20' WATER EASEMENT _r,p�INGZON A�' ,,,,'I I PROPERTY LINES, AND TOPOGRAPHIC FEATURES AS SHOWN HEREON. A LIETZ B--2A -�`.E NOr AUTOMATIC LEVEL WAS USED TO CHECK AND ESTABLISH THE ELEVATION OF TRAV. 8O3 1OD29 FA G• (6)MAILBOXES ( } REc, No. 7 3 25o S R�- BENCHM�►RKS AND CONTROL POINTS. THE RESULTING DATA MEETS OR EXCEEDS THE FH W/GUARD P SW-445.a4 r f.,pr HIGH VOLTAGE POWER }\�,,. 1 STANDAFDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332--130-090, IE 1$ CM .�h, rr : , / 41 i # f f ; �'� TRANSMISSION TOWER : x POSTS i f 1 MARKER x"� € 1 ( 3 X(I F , , � # • j # i ! f j �1� �� t � i \ a 1 i 1 I f Y 'r' O rL' ` t i { j i E ? i j E W yam' i i i ,; k. t . i I{ (J j( �, ,,y., PAST W ` �+ # !` ,'+ X _ �'� y`{� e`ri r�,o n"J i `.� f,' 1 •' i ' . i y4 �\ ` r�4�' i S 1 �� , Y' a j s �� L flfl ° J � 1 ! i ; ° DATE � OF SURVEYS '��L,E .6 . t i + i i r ! f r } -'' Cf• •� : - ��♦ o :i- :' \�. 7 iii y1 \ y1 �5 i• r 1 i o `� i i S� ' - y r � J ,yi• !,',_::'-r•: ►' c�• } { ) j f I r i• / �- 'ti e� ' t! "I f •i'" ♦ \ 1 % ! r�` 1 I i /�0 �pyC['ij�` .ti �GF�;VEj.'1 4� ,�4% '� 2t r ; !' ,f f x� ,/ F�p� "h. t ♦i ; f� ; m FIELD SURVEYS BY BARGHAUSEN CONSULTING ENGINEERS, INC. prVE �'.•.' ,1 r / N r i • F 7 f r h. �/ 1'YY I f ,,: i y I c�'�E\FTG. '4\ ,:`.VIS� �'� X*`s6 .................x� ", t :$ t i t i f if + � rXrA� �r,LJiiCi ti`;.q.� i ( .1 \.y ,`\y I t j \q S , '1 m:,x.,...,,� jj 1�� r. . ~� t F { i Y�� .r _ y 3 f CONDUCTED NOVEMBER 2004. X ! r ! i 7 i l i 1 , ) r .• 4 1 w ---- a ❑ z :i ::::::1 ,rrr �. t ''' �' t ri ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME. :��--j,x'; D wx �'t �� } \F kk c tiSc 2 . >s: -•III",st ' 1 i ti D x 88 X �49 � i "r E 5C 71. �, , 7O r r 's t.""""'W7� �r E es_l f ...........:::::::>::::: =�� } l r - i i f%re - X* �v/+p�t r' /r `�� ;r `f�'f,,, X�� -♦ .I wf �� }- v E i` 1 f -t �--: ° . , (�C HOR1� . 4TAL DATUM BASIS OF BEARINGS la"' - •\ • VIV1� h.• �1i- - r! 1 • ti i l i �/ f ! ! ; t i \RT '•, f% r } i } ?"� h` `.""� © p 1D V C. OF WATR r f :'Wl !' r r, r ,r r _ t�.sr r-CWI-r_-w.t_. t 1r_..._r-t�l_I� tn.. ► lr��tt 1 !r- �'rrn �'i•_- rt !r I __ nf- _._ _ D _ - R r r 7 - -, H _ _� , . _ 1 f r I • _ - - - -- - . r -- _ :..............., . .. r 1 __ s _ , . �.- _ FF i _.._ s._- _f_. _. �_...� _ r -. - a._ i .�.�_ _ �^ X' 3- & ,` r �� + F ! i f F f i ! ! /' { ` fS_ \`, � t S THE' B�A;RII�.� 0� Ht L��vtr. DG� VYG GiV TnG I-vV�Vv ,vIVl VlriLiV 1 J A� nc �i�T. yr Z d j ,y.I1R1►L.,y1 X! `� r }"�j r rr r �`-t f t i i 4 {a�� f� 1 f :r. tti3 ( �S (BOOS CREEK) a N t r r_ f � � , --�'~ -�--. �_ ,--_ -- - r- --- ,3�_ js 118th A`JE, SE 8c SE 184th ST. K,C. SURVEY CONTROL PT. 28871)`/BCE PT. N0. 41J �� GAVE - 4 i } 1 # ' # ' 1 J `" I € AND THE; INT. OF 5E 192nd ST. 8c 116th AVE. SE (K.G. SURVEY CONTROL PT. 3831 ) { ,` )(.`.� r F' sJ l ! it ! f f t E Cam. i I ♦r� + (� E i (� �,� , 1 x k f1 �~ • x? y }`} , X' f i �` ! �'O 4" L �! fr i S` i i i i 1 f # j Cf tY. .;:.'. x S} o j I 4 £S fi t f • 1 T/ t : .� } i ! ! !' t ! �, I �i •` t $•f o ♦ 3 jjj t (BCE PT NO. 15) TAKEN AS N 02 11 20 E. IE 2 CNc , � f t r r f i i i! F �� i 1• i ; TEL. RISER W=474.6$ r�i .t r' f! f k~ IE 1 „AMP; ;` r ,� E i i i f i i i i o €'; . �I It � I 1. � i i i� 1 +7 - 1 ° • . !r ! } �i; f + i f i i c # s ! f ( 1 ( ,n, �' Q ; i i 1 I W 23 z ( r NE=50,93i r ! i t i f r IE 12 clvc w-476.03 "j y # ,r '1 ! r i 4� _ `; r 1 t VERTICAL DATUM BASIS OF ELEVATIONS € z ; . f t IE r1$ i CMP� W 454.35 f fi ! ' ` f F I y 20'� WATER E`�SEMENT } 1 _ S REEF SIGN x i I { # FND,, IP (O�EI� �qL , JP0 I r+ - i I i i - ( � i i ; - ; 1 NORTH ��MERICAN VERTICAL DATUM OF 1988 NAVD 8$ i - + & t ! i i ; i,, ; t I REC,•. NO. 7803310034 , TE J-BOX m; °y` { IXt t (% ,� f} f r r f i ! 4 x� I %t t 9 t } j PROJECT BENCHMARK F) ( i # � i ` } ; le ? ? ! i ! i ! f { t i .7� i ? t f ; I m • , _ �<` # i i ! f # ; x� f r; } , KING CO. SURVEY CONTROL POINT NO. 5789. (BCE NO. 13) { \,E, i 1 y, F ! i i i r r .i = i r } _. A. i I ? ; _ { r, - 1 1 i 1 ~� ' TOP OF SURFACE BRASSY IN CONC. MONUMENT r F r { 7 I i "� !!! 7' N. OF EDGE OF PVMT N. SIDE OF SE 192nd ST.; �q' ! %' ,l ' %" 1+ a rr ! i t i f , r 3 11 i 5 S �-�t tt `' J i 1' ! i r e• i ( ti i # f S j wGFVu' W �7 f i ; f , !%' %;. ,r' f ! ,\9, i : ! { f q 2C0 E. OF INT. WITH 120th AVE. SE. ! } iX \ * % . tr r r f f ! x r !t ; ? € f { F f i (.Y k / I I \ I I '\\ `; � X s `' ' ,r' , �� .. { " 11 t # f i s t f ; � i ;` �P 3 `i ce °, ELEV. V. 4�4.7Q FEET i i •\ , r . . f F i i I IE 18 CMP E-464.44 # ;` I \-11 I \ w \\ I1. \ ! r i I t i t , wEruwDE1. w z1 % (OPEN HALF PIPE); ; / /I t :� � `` i III,+ 1. �� :.-\4 ,. l ,\�`♦. \� f : �� )){{I If f i f i f r i �, F { y \. \ \ ''�'. ti .ti. + S i f I i i Y y N O T E S } ' # t t `' •\ .`. `\ \. ` x''�' ,♦-, .,♦ ,-, •• ti , i f f [ i i f , t t t F� t G1 } i i ! : { �j \ •` �. � ` �` �1,,\ �♦", �`,♦•♦ h"\• -•f s f i 7 € i e ii ` 1 1• } : 1` 1 : s i ! i f\ ♦ f { i tt. r F y ! zx t ( \ ti~ f ; S r\ �� \. \ , \ ♦'\ `y ` , ♦\',75� 44 Bq + ` i r` + '+ ! { : f ! f ! i '` r , ; ; 1 X f ; } f \� \\ ; �� i x f, ;' } ,,`: I , ► x t I Z WET�Ah�D;w20 5 '� 1. UNDERGROUND UTILITIES AND FEATURES DEPICTED HEREON ARE BASED ON i ! i ! +' \ y \ / r r+ i f h f I 1 t L 3 } 1h- S \ r r i 3 r F r e- \ \ \. f f r : i \ e } I g t r f i i i } `r ! t FIELD OBSERVATION MARKINGS DEVELOPMENT PLANS AND/OR AVAILABLE / � x •i ! / r I/� r / f , 1 � . r r { i % 1 rS \ 1.♦' s✓ r P < i I t I S i r f ;' ; ! l i , F F ; /; /; t X ` € i # t ► I $, s,* RECORD DOCUMENTS ONLY. THE TRUE LOCATION, NATURE AND/OR EXISTENCE I ! !{ ! r / f i 1 1 : : i 1 r 1 ! f /' i f X , t , i J ( OF BELOW GROUND FEATURES, DETECTED OR UNDETECTED, SHOULD BE VERIFIED. FND REBAR/CAP ` : ' f i` /i' ; ` : ,' / ;' '; t i ; i i f , I : I 3 i} w r�arrD w 1s it { /` i f + / /` i, / / /r t { 's'p`+; t i ; f i * i { t ; ; } ! 5. F , /,` ,/ :° ; . / ;/ �i , /r ) X' e� t f i I I i t / HIGH VOLTAGE POWER 2. FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT NO. 4071601 / / ; i r ;> / . / ,/ j / /� ! r / / . : ,r i•i - t { _ x t TRANSMISSION TOWER (DATED NOVEMBER 10, 2004 AT 7:30 A.M.) WAS RELIED UPON FOR TITLE , / / / A j ; l /`� j I I � i I i '_• t r INFORMATION AND RESEARCH. PLEASE REFER TO THAT REPORT FOR FURTHER + / / ,; r _ . , - ' I { ' /wEuN6 w 18 INFORMATION REGARDING FINANCIAL MATTERS BEYOND THE SCOPE OF THIS r / i / % t f X 1 e r! ! . `/ ! / �,(/ / ` J s_� /f/ :♦ x I ' \ 3 ( i t E ! , �f %r j f! ` �' %XAy♦ ; + `�,. ~"1%1, ` I I 4 I } 4} ' f I t GV' IfAT R EA7 MENT ! I / / / SURVEY. r i i ; % `� `.. e, \ \ t t i ' \ � ! t \ \ \ I i ! 1 , , , r?1� ( '\ `\ �,. \ r ! R C. N0 786160175 ; 4 \ f i i ? `t '; `'♦♦ �' ♦� `.` _ .� : .r'o ? i e F11 f j € 1. 4 'i i tElWD w 7 \ \ ( /-• x i % 1%i , ;�' ,♦` ♦- , �"''ti \\ � \'� S f ? j! S it +1° ; E i 1.+p1�� i i % i 1. t4 l;� 1 i e;� .., \��\�♦. �`,"•,�,�\ *`1. -1 r\ k�%4�+,•'\ 11. x*� { k sf ! f f t if r s { 1 LEGAL DESCRIPTION i \ \.,h 1 , , ,+ S 1 �ti , i \ 11 ,; l 1 :} , t t . Y r t 1'� i i i `�.10 WERAD 17 6 1 x'�' , `� y ` ;___.� ~•' : � ; �: �, '� =1 } ; ; :s , f , x� ; 1yl{ ; �'� .� � I DP 2 REAL PROPERTY IN THE UNINCORPORATED ARE OF COUNTY OF KING, STATE OF WASHINGTON, \ y\ ,\ ` i -,`10". lil l ,, •V, } c�7 ! , r ° ! , i ' $ , + } ; i r i f f 1 -. I `, �, x ,.,_ , A, f r , : 1 � i � '; z' i � cr .`I `77 I DESCRIBED AS FOLLOWS: \ y 11 \\ y4 x , I _11, r r r i i! } i 1 ,1 .�. i _ ' f tt F w%G I AR D re \ } 1 •\ \ \ \ 1 � u I i t ! i r ...-} �.., .•.-� ....a tl�) E j ♦.3 � 1 I f r 1 r f 7 `• 1 l } Q 4� , - •f • % % ! f r r ;.. \,��i...., ,`-.,y\ `3i;t, r i 1 i /"" t { � \ : f {'' / r ! x oi�„�. � �+o t o ! r POSTS F 1 PARCEL A: \ \ , \ s r ` A f` i + t f r \ % ? ~. lq• \ 4p t; t �ti, r :} O ;p 1 \ \ :)� ? ' .y'�y ti; / / / l j %}'Iri ii 2 ` i •� is i f' y�' y. x r j r. ' 1 '\` "i•� •'w•'•i i': i /f + r•' / + / / % 1 ; �6 1 , a' : +a> 1 f .M, ' r x'� t i[ w w`+ c\ , �� i�• / /t / ///,11 ` r�/ '. . ti + ! r ;' t f f t ; _ > TRACT 5 OF NORTHWESTERN GARDEN TRACT DIV. N0. 5 ACCORDING TO THE PLAT RECORDED 1N +� S •" _140 } �J /ky4 �' 4. ;• %'r«r.' \ f ;' r` `r ' ;:, r� f t { 1.O L� MART\ER .\ VOLUME 47 OF PLATS AT PAGE °0, 1N KING COUNTY, WASHINGTON; I ° i i / / \ \_ \ :q,.. ; i i r # ,�' -�ti POST , _ \•.. - - __ - -- - (1.r \ t -. - - - .._ \_ > 1 2 'S i 1 _. _. _ \ i - \ \ \ S - r .f } ( x* , _ ` '..:y 0y �\ •.• '\ 1 �r t !J 1 rrr• ! f S ; - j • t ` ^'- t.. �..�? - �- Y f ; W • D w ...� A -r -_.�- Z , r / t :\ X.�,� \ ti i ; , , , i i jIS r` `s � T EXCEPT ; HE WEST 150 FEET THEREOF, AS MEASURED ALG'It.' THE SOUTH LINE OF SAID TRACT 5. �� / 'L 11 \ %\ ,''`\ ,,s r i i i ` i sy 3 .S'\`r <`y • (y,.O V ! + , 3+ .-'\., \\ �, X- r t !f ,, 4` t , ff- ?; i �) r Ct�l JiZJ i �... ( \ y\\ 0. \\ \ •\ \\ ` t { + ( i k i , (k , y lS e, i, 11 I % { '^�.-,..- l 3 : PARCEL B• 41 '� `:,\ \ xJ' I { . { { I 1 i t ( . i N ty + x� ;t +f l \%11 4. \ ? ! r I 1 1 ? � } } \ t '; €� i} � � � `, � � ; � WETLAND W 13, ; WMAND W 12 AN EASEMENT FOR INGRESS AND EGRESS OVER THE NORTH 30 FEET OF THE WEST 150 FEET, kQ 'e: I { t � ' 1 �\ t1 y' ,�Q11 i I :X� ' : _j jt wETLANO w 11 AS MEASURED ALONG THE SOUTH LINE OF SAID TRACT 5 OF NORTHWESTERN GARDEN TRACT k 1 , \ X ! } t ! ; f t i 2 t ( ( � 1 ' i ' x 7 1 �: rt 's , `� �4 / `f'r f 3 I r �'� ; '' t I x # f `' DIV. NO. 5, ACCORDING TO THE PLAT RECORDED IN VOLUME 47 OF PLATS AT PAGE 90, IN KING FND 1 f 2 REBAR/CAp ` x / .1 r 1 ! ,� } . I ; I '� ,I i' i WETLM0 0 ',, f �/ �, ' / )."j i ;� �° ; ; I : I i �S ;t `y r I € W 1 COUNTY, WASHINGTON. yv`` � . /� i f! , / rr , / ,/` . , / f,.e !'r r .�'/ + J `` � 11 /r; �ryq.\ ;+ ;1.+ . { ! ` i S it x p f /� � / ,' i/ f f �,!' �� / f,r , /// / sI 1. i s iI ,I fI IL t �:� PARCEL C. /� r/'// /• /;/ i f �f ff' E /f{,lrf `,/r f! /ry /: i F r i } i ; t i j jxya`� ! t t c V°k 0. f /! /i ; . ��41 .1r f- I I i t . f THAT PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER x i /' f` 1 , / ,f '+, '' . 1 �s ' ' ',4 I I i I I X '' ' } ,,,p c ! '1 ,� i E ` p ? �� w OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., LYING EAST OF TRACT 5 OF Jp % I \.. ,\ \` i} tip. ,,.? t � ,,X\ i�l \♦ �;, ,,\� �\ ;; `'i 11 ;' ,` i, f ! # s ! ! ; NORTHWESTERN GARDEN TRACT DIV. NO. 5, ACCORDING TO THE PLAT RECORDED IN VOLUME 47 \ : she \ N. ♦ \, { ; g i ; C� \ \..\`\ \ \• X ',, ♦., 'N.-♦,♦, \• '�-, --♦, \� \. ~� i 1 r + i I i f i r t W D•1. dp t OF PLAT$ AT PAGE 90, IN KING COUNTY, WASHINGTON. X \ y �. \ \. '♦ \ 1, I 1 t l r i t t i ', f f f i ! t { + r e ` i 1. t xI -i\WETLMD p TAX PARCEL NUMBER: 6199000101 AND 334, ,\ \ \ x \ .,- N , \ ~''\ \ �`` �'♦ \ l s s .i (%t ' 1 1 •i { i ! ! it ! i f +' f l W 8 \ \ :\ 1%, \ y i iM1 1 1 t 1 +% i : r r f 1 if t \ \ \\ \ X Sikh `\. ' i i% e } ,1 t } f + r , X f { ! i \ \ \\ i x .; �'e \ \ 5 ' >> i i i t h' { i i f F i r i J ■■ ►\b11 ,i ` x ph 5 tis% `�. , ` 1 I 1 f ti 1 i 1 i ; + x ! # f i 3 '' J`• N 0 E X f lj ! ;f } *4� ,, 1 11 t .' 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I 1 SURVEYOR'S CERTIFICATE THE UNDERSIGNED HEREBY CERTIFIES TO TRINITY LAND DEVELOPMENT AS OF THE DATE HEREOF THAT THIS SURVEY CORRECTLY DEPICTS THE CONDITIONS OF THIS SITE ON THE BASIS OF A FIELD SURVEY PERFORMED IN NOVEMBER, 2004. DENNIS J. SALTYS, PLS WASHINGTON REGISTRATION NO. 27328 �\ S J ' S,q QF w A sy/ ��,� QA-_, G�, 0 V = _0 0_� 0 27328 � � L ANC � EXPIRES 01---1 5---06 .5 0 w c a r V 1 �■ ce ■■ 0 t4" I-- z >0 w 2 + Lu 04 r*I 1'- CL a co 0 co W .j 0> cL � ui 0Lju cr W CC 9L 0 F- a 0) 11 � Z = 2 < � .j CC .j C 4 X I a IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IL Ix Y ■ Lm LL v v o Ln 6 1:'� N u t"' z v- �ql LL v I I I x N v c o r c x 3 o �. a) 0 o U - o V) w LJ = 0 0 ,I',-? F_-` Z 5; = Z W k W o �(1) b L ' �~ try --''•� ., J v z Q W 11 r Ld Ld CN _`S Z Wd Q N 00 Z Z� w CD 00 w � I I Z L0 L0 Z L0w 0--1 01_1�% I.a..I ' 1 N Z N 04 J W , N (b 4 3N/,r Sd, °_ Q) :!�,:_ IN b 1. _-* w 0 . A�% � NS�� ;4# :tl- 41 C O Qom] i- L. 04 *` r o z 0 o 0 .r- d � m T V) .. T LL a1 Li