The URL can be used to link to this page

93-100386CITY OF � 1 ■ j 33530 1 ST WAY SOUTH April 6, 1993 Mr. Ronald Melnikoff Sr. Environmental Specialist Division of Roads and Engineering Department of Public Works King County Administration Bldg. 500 Fourth Avenue, Room 900 Seattle, WA 99104-2339 Re: Military Road South and 31st Avenue South Dear Mr. Melnikoff: FEDERAL WAY, WASHINGTON 98003 The City of Federal Way's Development Review Committee met this past Thursday, March 4, 1993 with you, Mary Harenda and Joe Sumulong of King County to review proposed improvements to the intersection of Military Road and 31st Avenue South. This letter is to provide you with the City's comments as well as to outline requirements specific to this proposal. The following information is segregated by department for utility and clarity of responsibility. Land Use Issues The proposed roadway improvements will take place within close proximity to several identified wetlands. The City of Federal Way through its City Code restricts any type of land use from occurring within 100 feet of a wetland. However, in the case of roadway improvement projects, the Federal Way City Code makes a special provision. Section 22-1359, Chapter 22 Zoning, Federal Way City Code, allows the placement of essential public facilities and utilities within the 100 foot required setback from a regulated wetland. The Code directs that the intrusion into any setback must constitute the minimum necessary encroachment. A wetland study prepared by a qualified professional will need to be submitted. The report shall address all the points outlined in section 22-1356(b). The City is requesting that the County and City share the responsibilities of lead agency. Shared lead agency status will ensure that both agencies concerns and comments are reflected in the SEPA determination to be issued. Pursuant to WAC 197-11-944 states: "the agencies involved shall designate one of them as the nominal lead agency, which shall be responsible for complying with the duties of the lead agency." Since the County is the agency initiating the action, the City is deferring nominal status to the County. An agreement outlining the responsibilities as well as establishing the coordination of the review of the SEPA Checklist will need to be constructed upon your acceptance of shared agency status. A meeting in the near future between the City and King County will need to be to arranged to discuss the various SEPA responsibilities each agency will assume. Mr. Melnikoff April 6, 1993 Page 2 For this particular action, the City's fee ordinance does not identify a specific review process fee. Therefore the review fee will be calculated based on an hourly review rate. The total will be incorporated into the cost of the right-of-way permit. Public Works The Public Works Department has the following comments: 1. King County will be required to obtain a right-of-way permit prior to conducting any construction within the City of Federal Way city limits. 2. Runoff from the site shall be treated prior to release into the wetland area. Treatment will be by means of a biofiltration swale. Because runoff from the new pavement area cannot be separated from the old portion of the street, the swale shall be designed to treat the runoff from the entire street tributary to the swale. Should the increase in runoff rate or impervious surface area exceed the threshold of the King County Surface Water Design Manual, storm water detention shall be required as part of the improvements. A calculation to support the determination shall be provided with the application for a ROW permit. 4. Military Road is three lanes wide to Station 53+10. This would be a final street configuration and should have the vertical curbs, gutters and sidewalks on both sides of the street extended from the intersection to the beginning of the taper reduction at Station 53+10. The location of the curbs and gutters should provide for 3-foot wide bike lanes in the street adjacent to both curbs. 5. Interconnect conduits and wiring should be provided between the intersections of Military Road and 31st Avenue South and Military Road and South 304 Street to intertie the signals at each intersection. A new cabinet controller box should also be provided at the signaled intersection of Military Road/South 340th Street making it a master controller. 6. The poles to be installed for lighting of the street shall be aluminum. Tim Miller of the City's Traffic Engineer (661-4133) should be contacted for further specifications. If you have any question regarding Public Works comments, please contact Ron Garrow, Senior Development Engineer at 661-4137. Any other questions regarding this project should be directed to my office at 661-4104. ' We appreciate your patience during the preparation of the above comments. Sincerely, Michael Thomas Associate Planner cc: Kathy McClung, land Use Administrator Ronald Cratrow, Sr. Dev. Engineer CITY OF d=FqY33530 1ST WAY SOUTH �YwY July 22, 1993 Ms. Susan Meyer W & H Pacific 3025 112th Avenue NE P.O. Box C-97304 Bellevue, Washington 98009-9304 (206) 661-4000 FEDERAL WAY, WA 98003-6210 Re: King County Road Project 1 Military Road S. and 31st Ave. S. FW File No. PRE93-0008 Dear M yer: Please find attached a wetland and stream study that was prepared for the above referenced project. The Wetland Analysis'Report prepared by B-twelve Associates describes the impact of the roadway improvements as it relates to several adjacent wetlands. As you know, the FWCC section 22-1359 allows the placement of essential public facilities and utilities within the 100 foot required wetland setback. The Code provides further direction by requiring that any intrusion into any setback must "constitute the minimum necessary encroachment." Given the code direction outlined above, please review the wetland document for adherence to the wetland report requirements outlined in FWCC section 22-1356(b). Additionally, assess the impact of the project on the affected wetlands to determined if the proposed improvements will adversely impact their function and values. Any other comments regarding the SEPA Checklist would be appreciated. I will be on vacation from July 26th to August 4th. If you have any question or need additional information, please leave a message on my work phone (661-4104) or contact me after August 3rd. Sincerel , ichael Thomas Associate Planner attachment: Wetland Report cc: Ron Garrow Kathy McClung CITY OF re�- 1*000F33530 1 ST WAY SOUTH August 27, 1993 Mr. Ronald Melnikoff Sr. Environmental Specialist Division of Roads and Engineering Department of Public Works King County Administration Bldg. 500 Fourth Avenue, Room 900 Seattle, WA 98104-2339 RE: Military Road South and 31st Avenue South Channelization and Signalization Project Dear Mr. Melnikoff: Fil_F FEDERAL WAY, WA 98003-6210 This letter is to provide you with additional comments regarding the draft SEPA checklist and the wetland report prepared by B-Twelve Associates. The roadway configuration that has been agreed to between our respective public works departments is also outlined below. Roadway Design The following design changes have been made or agreed to since the original submittal: 1. Wood poles for the street lights; 2. No sidewalk, curb or gutters are required; 3. City will install a new controller at 304th Street; and, 4. County shall be responsible for installing interconnect conduit and wires for a future signalization tie-in with the Military Road South and South 304th Street intersection in Federal Way. Wetland Report The Wetland Analysis Report prepared by B-Twelve Associates, Inc. was reviewed by the City's wetland consultant for its content. The report complies with the requirements set forth in the Federal Way City Code for wetland reports. The only concern I have relates to the areas that will be disturbed as a result of construction the retaining walls. A landscape/enhancement plan using native plant species should be prepared that addresses revegetation of these disturbed areas. SEPA Coordination will be needed to ensure compliance with notification of adjacent property owners. All property owners within 300 feet of the project is required by the City's SEPA Ordinance. In addition, the Federal Way City Code requires that the subject property be posted and that notification be placed in a public place. The notice should include a contact person for the City of Federal Way. 2. The following SEPA comments should be incorporated into the final SEPA checklist: 7.b.2. Pursuant to section 22-956(a), the City adopted by reference the maximum environmental noise levels established pursuant to the Noise Control Act of 1974, RCW ch. 70.107. See WAC ch. 173-60. Section 22-1006(a)(b), FWCC restricts heavy equipment operations between the hours of 8:00 p.m. and 7:00 a.m. , Monday through Saturday. No development may occur on Sunday or holidays which are observed by the City unless written permission has been obtained by the Director of community development. 8.e. The current zoning designation is RS 7.2. 8.f. The current comprehensive plan designation is Suburban Residential. After review of the checklist and the wetland report, it does not seem necessary to arrange a meeting to discuss SEPA issues or responsibilities as discussed in my letter of April 6, 1993. Right -of -Way Permit As we discussed previously, the plans and drawings for the obtaining a right-of-way permit can be submitted at anytime for review by the City. Any questions regarding right-of-way permits should be directed to Karen Lancaster at 661-4127. If you have any questions or are in need of further assistance, please contact my office at 661- 4104. Sincerely, ichael Tho s Associate Planner cc: Ron Garrow Kathy McClung Ken Miller KINGREP.LTR COMMU 44TY ElV�f pwpHy b mw DES Z 11993 King County Department of Public Works Yesler Building 400 Yesler Way, Room 700 Seattle, WA 98104-2637 (206) 296-6500 DETERMINATION OF NONSIGNIFICANCE Name of Proposal: Channelization and Signalization of the Intersection at Military Road South and 31st Ave South. Description of Proposal: The project is located on Military Road which generally is a north -south thoroughfare. However, in the project location, the road runs in a east -west direction. The project is designed to improve safety. Project features include traffic signals, illumination and a left turn lane. A signal trip device for emergency vehicles will be installed on Military Road west of the intersection. Left turn lane channelization will be provided for east bound traffic on Military Road South turning north on to 31st Avenue South. To allow for the turning lane width, each leg of Military Road will be widened. Military road will be widened for a distance of about 500 feet west of the intersection and 600 east of the intersection. The third intersection leg, 31 st Avenue South, will not be improved. Crosswalk markings will be provided at the intersection. Raised sidewalks will be provided at the northwest and northeast comers as well as along the south side of Military Road. Otherwise, asphalt paved 5 - 8 foot wide shoulders will be provided on each side of the road. Two gabion walls will prevent the placement of a fill into two wetland areas. Other project impacts include removing or replacing at least 2 utility poles and some fences. Three large evergreen trees located on the north side of Military Road just east of the intersection will be removed. During construction temporary delays may occur for traffic crossing the area. Flaggers , signs or barricades may be used when applicable to divert, slow, or temporary halt passing traffic in accordance with Section 07.23 of Washington State Dept. of Transportation standard specifications. Washington Administrative Code (WAC )173-420 requires a carbon monoxide (CO) conformity analysis for principal arterial channelization and signalization projects. However, only the east leg of Military Road is classified as a principal arterial. This leg will only include a tapered center median. The tapered median will be striped to prevent vehicle usage. A tapered median is a safety improvement which WAC 173-420-110 exempts from conformity analysis. Location of Proposal: The intersection of Military Road South and 31st Avenue is located just east of Interstate 5 overcrossing of Military Road between South 304th Street and South 312th Street. Part of the project is located within unincorporated King County and part lies within the City of Federal Way. The project site is located in Section 9 of Township 21 N, Range 4E. Proponent and Lead Agency: King County Dept. of Public Works, Roads and Engineering Division. The City of Federal Way participated in the development of the environmental checklist. The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request (for a nominal photocopying fee). - This Determination of Nonsignificance (DNS) is issued under WAC 197-11-340(2); the lead agency will not consider this determination as final until after "n a ry f�, �_9..�4 . The public comment period is fifteen (15) days from the date of issuance for the DNS per WAC 197-11-500. Any comments regarding this project must be submitted by telephone or in writing by ,7 a n u a r y 19 9.4 if you have any questions, concerns, or require additional information, please contact Senior Engineer listed below at (206) 296-3728. Responsible Official: Paul Tanaka Position/title:- Director, King County Department of Public Works Address: 900 King County Administration Building 500 - 4th Avenue, Seattle, Washington 98104-233 Contact Person: Lydia Re olds, Senior Engineer, 206/296-3728 Date: � I 3 Signature L__t t Paul Tanaka, Director Public Works Department You may appeal this determination to the Zoning and Subdivision Examiner by filing a Notice of Appeal with the responsible official of the lead agency given above. A Notice of Appeal is a letter stating the following: 1. The name of the proposal; 2. The action to which you object (in this case the County 's Determination of Nonsignificance); 3. The agency taking the action (in this case the King County Department of Public Works); 4. The basis for the objection (that is, why the proposal would likely have a significant adverse impact on the environment) and; 5. That you are appealing the County's determination to the Zoning and Subdivision Examiner. The letter should identify you and how you can be reached. Any Notice of Appeal for this Determination of Nonsignificance must be received no later than J a n u a r y FS 14 . Notices of Appeal must be accompanied by a $125.00 filing fee. Checks should be made payable to King County. You should be prepared to make specific factual objections. Contact the Zoning and Subdivision Examiner at (206) 296-4660 to ask about the procedures for SEPA appeals. For other questions relating to this project, please call Senior Engineer listed above. Attachment: Vicinity Map RRM:DNSMVX.doc MILITARY'.'R'OAD S./31ST S. VICINITY MAP t4 j-,5, 00 Steel Lake `J PROJECT LOCATION �R7 CA :ram - % r Fi IJ • rn:.Y +x. :r•�l: • •ior� I a�° fc • � ,mow. ,•�:�-. _ _ .�z . �[[(......___..., ,� �+.i �� f�i `• 7 �'{-` V;- I,_.ry...JsTs pis .� �7�� North CZ - fir._•:'-'- .•, �• ,. t` .. rz-7 ••3i` ��• • r �ir�ifr - S �i [ S } I o Vi 397 f ,f ♦♦ C 1 •1 . �.01y��O V S � i h r. L///''�� Q � . . o a King Count• Roads and Engineering Division Department of Public Works Yesler Building 400 Yesler Way Room 400 Seattle, WA 98104-2637 ENVIRONMENTAL CHECKLIST A. BACKGROUND RECEIVED By COMMUNITY DEVELC)PMEW dEPAMiuIEIV DEC 2 7 1593 1. Name of Proposed Project: Channelization and Signalization of the Intersection at Military Road South and 31 st Ave South. Capital Improvement Project (CIP) 500492. 2. Name of Applicant: King County Public Works. Part of this project is located within the City of Federal Way. The City of Federal Way has participated in the development of this checklist. 3. Address and phone number of applicant and contact person: King County Public Works: Lydia Reynolds, Senior Engineer 206/296-3728 Department of Public Works Roads and Engineering Division King County Administration Building 500 Fourth Avenue- Room 900 Seattle, WA 98104-2339 Attn: Ron Melnikoff, Senior Environmental Engineer 206/296-3735 City of Federal Way (for comments on Federal Way regulations or requirements): Mike Thomas, Associate Planner 206/61-4127 City of Federal Way 33530 First Way South Federal Way, WA 98003-6210 4. Date Checklist Prepared: December 10, 1993. 5. Agency requesting checklist: King County 6. Proposed timing or schedule: Construction is currently scheduled to occur in Spring of 1993 and Will last approximately 2 months. 7. Plans for future additions, expansion or further activity related to or connected to -this proposal: None 8. Environmental information that has been prepared, or will be prepared, directly related to this proposal: Sensitive area delineations have been completed for wetlands adjacent to the project site in accordance with Federal Way Code and King County Sensitive Areas Ordinance requirements. A Wetland Analysis Report was prepared by B-Twelve and Associates, Inc. in April 1993. The report discusses the wetlands and a small stream crossing. It was written meeting Federal Way code section C22-1355(b) and King County code chapter 21.54, sensitive area documentation requirements. (A copy is available on request.) 9. Applications that are pending for governmental approval of other proposals directly affecting the property covered by the proposal. None 10. List of governmental approvals or permits that will be needed for the proposal: The section of the intersection west of 31 st Avenue South lies within both the corporate limits of the City of Federal Way and the Washington State Department of Transportation (WSDOT) Interstate 5 right-of-way. Right-of-way use permits are required from the City of Federal Way and WSDOT. Several wetlands have been delineated near the project site. Wetland buffers extend to the roadway. However, since all work is being done on terrain previously altered for road construction, the King County Sensitive Area Ordinance (SAO) exempts the project from obtaining a Clearing and Grading permit. The City of Federal Way has determined that the project meets special provisions, in Code Section 22-1359, allowing essential public facilities within the 100 foot buffer setback from a regulated wetland. WSDOT also requires a review of possible impacts to wetland sensitive areas and buffers located within the WSDOT Interstate 5 right-of-way. 11. Brief, complete description of the proposal,_ including the proposed uses and the size of the project and site: The project is located on Military Road which generally is a north -south thoroughfare. However, in the project location, the road runs in a east -west direction. The project is designed to improve safety. Project features include traffic signals, illumination and a left turn lane for east bound traffic at the intersection of Military Road and 31 st Avenue South. A signal trip device for emergency vehicles will be installed on Military Road west of the intersection owing to visibility problems created by the I-5 overpass. An interconnect conduit and wires will be provided to allow for a future signalization tie-in with the Military Road South and South 304th Street intersection in Federal Way. Left turn lane channelization will be provided for east bound traffic on Military Road South turning north on to 31st Avenue South. To allow for the turning lane width, each leg of Military Road will be widened. Military road will be widened for a distance of about 500 feet west of the intersection and 600 east of the intersection. The widened road will have a maximum paved area width of 50 feet at the intersection. The third intersection leg, 31st Avenue South, will not be improved except for some new pavement at the immediate intersection. Road widening and shoulder paving will require additional right -of way only at the immediate intersection where a radius take is needed. The expanded radius will allow for curbs, sidewalks and signal pole placement. Temporary construction easements will be required. Crosswalk markings will be provided at the intersection. Raised sidewalks will be provided at the northwest and northeast corners as well as along the south side of Military Road. Otherwise, asphalt paved 5 - 8 foot wide shoulders will be provided on each side of the road within the project limits. The project will realign an existing drainage ditch located on the south side of Military Road near the intersection. A 50 foot section of the ditch will be replaced by a culvert. A combination of Best Management Practices (BMPs) will be used to treat water runoff. See response to question B3cl. Two gabion walls will prevent the placement of fill into two wetland areas. The walls will be placed on existing graded terrain which extends downward from the road elevation to the wetland areas. The walls have been designed to minimize impacts to an existing water main during construction. The gabion walls will vary from about 3 to 12 feet in height. Guard rails projecting about 2.5 feet above the road pavement will be placed on the walls. A wall about 200 foot in length will be placed along the north side of Military road in an area just east of the intersection. The other gabion wall about 80 feet in length will be placed along the north side of Military road west of the intersection. Other project impacts include removing or replacing at least 2 utility poles and some fences. Three large evergreen trees located on the north side of Military_ Road just east of the intersection will be removed. During construction temporary delays may occur for traffic crossing the area. The traffic control guidelines outlined in section 1 - 07.23 of the Washington State Dept. of Transportation (WSDOT) standard specifications will be adhered to. This includes signs, flagging and barricades if applicable. 12. Location of the Proposal: The intersection of Military Road South and 31 st Avenue is located just east of Interstate 5 overcrossing of Military Road between South 304th Street and South 312th Street. The east right-of-way line of Interstate 5 forms the east corporate limits of the City of Federal Way. Therefore, the area west of the intersection lies within the City of Federal Way. The area east of the intersection lies within unincorporated King County. The project site is located in Section 9 of Township 21 N, Range 4E. (See attached vicinity map.) B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): Flat, ollin hilly, steep slopes, mountainous, other. b. What is the steepest slope on the site (approximate percent slope)? The project area slope has a maximum grade of less than 6.5%. c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? Specify the classification of agricultural soils and note any prime farmland. The King County Soil Survey completed in 1973 has mapped the soils in the project area as Alderwood gravelly sandy loam (AgC). The soil is found in areas with rolling terrain which contains with 6% to 15% slopes. In general, in these soil conditions, permeability is moderately rapid in the surface soil layer and very slow in deeper soil layers. Runoff is slow to medium and erosion hazard is slight. Some soil will have to be excavated and replaced underlying the existing roadbed. The existing road has interrupted drainage flows creating some areas of wet soils which are unsuitable for new road construction.. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No e. Describe the purpose, type and approximate quantities of any filling or grading proposed. Indicate source of fill. The project will require about 675 cubic yards of excavati6n and about 350 cubic yards of fill. Some of the fill would be derived from the excavated material. f. Could erosion occur as a result of clearing, construction or use? If so, generally describe. Owing to the rolling topography and sand, gravel and loam composition of the surface soil, some erosion may occur if storm water runoff were allowed to run over newly exposed soils. g. About what percent of the site will be covered with impervious surfaces after the project construction (for example, asphalt or buildings)? The increase in the total amount of impervious surface will be about 15,500 square feet which represents an increase in project impervious area of 29%. h. Proposed measures to reduce or control erosion or other impacts to the earth, if any: Exposed soils will be covered or mulched, and storm water will be diverted away from areas of exposed soils. Measures used will meet standard sediment erosion control requirements. 2. Air a. What types of emissions to the air would result from the proposal (i.e. dust, vehicles, industrial, wood smoke, odors) during construction and when the project is completed? Generally describe and give approximate quantities if known. There will be some additional emissions to the air from heavy equipment during construction, and there could also be some airborne dust during construction. WAC 173-420 requires a carbon monoxide (CO) conformity analysis for principal arterial channelization and signalization projects. However, only the east leg of the Military road portion of the project is classified as a principal arterial. This leg will only include a - tapered center median (See Al 1, project description). The tapered median will be striped to prevent vehicle usage. The tapered median is a safety improvement which WAC 173- 420-110 exempts from conformity analysis. b. Are there any off -site sources of emissions or odors that may affect ,your proposal? If so, generally describe. No offsite sources of emissions have been identified. c. Proposed measures to reduce or control emissions or other impacts to the air, if any: Exposed surfaces may be sprayed to reduce air borne particulate matter. When appropriate, paved surfaces will be swept clean to control airborne dust. Trucks will have covers over transported materials. 3. Water a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site, including perennial and seasonal streams, lakes, ponds, wetlands or saltwater? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. Five wetlands located adjacent to the project site have been delineated. They were labeled Wetlands A, B, C, D, and E in a wetlands delineation report completed by B-Twelve and Associates, Inc. in April 1993. Wetland A is part of a large wetland complex which extends to Lake Dolloff. The other wetland areas are relatively small. Wetlands A and D which are located in unincorporated King County were rated as Class 1 and 2 wetlands using the King County Sensitive Area Ordinance wetland classes. Federal Way does not use wetland rating classifications. A major forested wetland area, designated as wetland A, is located on the north side of the project site east of 31st Avenue South. This Class 1 wetland adjoins the nearby Lake Dolloff wetland area and provides water flow into the lake basin. The Class 1 Lake Dolloff wetland is listed in the 1990 King County Wetlands Invento as Mill Creek Wetland 94. The wetland extends westward from Lake Dolloff and covers a total of 27 acres. A Class 2 wetland, designated as wetland D, is located in unincorporated King County just south of Military Road near the east end of the project. This is a narrow wetland corridor which follows a small intermittent stream. The wetland supports a deciduous forest community dominated by red alder. Three wetland areas, designated as wetlands B, C and E, are located within Federal Way City Limits. Wetlands B and C are located north of Military Road South and are dominated by reed canary grass. Runoff from Interstate 5 reaches both wetlands. Water passes through a culvert under Military Road from Wetland B to Wetland C. Wetland E is located south of Military Road and is dominated by a red alder forest community. 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. Project work will be confined to terrain already altered in previous road construction. Work will be completed immediately adjacent to buffers of wetland sensitive areas. 3) Estimate the amount of dredge and fill material that would be removed from or placed in surface waters or wetlands and indicate the area of the site that would be affected. State the source of fill material. No dredge of fill material will be placed within any of the wetland sensitive areas adjacent to the project. 4) Will the proposal require surface water diversions or withdrawals? Give general description, purpose and approximate quantities, if known. No surface water withdraws or diversions will be required. 5) Does the proposal lie within a 100-year flood plain? If so, note location on the site plan. No, the FEMA Flood insurance Rate Map No. 53033C0435 D and King County Sensitive Areas Map Folio indicate that the project is not within the 100 year flood plain of Lake Doloff. 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and estimate discharge volume. No waste materials will be discharged. b. Ground water 1) Will ground water be withdrawn or will water be discharged to ground water? Give general description, purpose and approximate quantities if known. Some ditches which convey surface water runoff will discharge water which will enter wetland areas. The wetland areas may discharge to ground water flows. 2) Describe any waste material that will be discharged into the ground from septic tanks or other sources (i.e. industrial, agricultural, etc.). Describe the general size of the system, the number of such systems or the number of houses to be served, or the number of humans or animals the system(s) are expected to serve. No, this project does not involve the withdraw of ground water and does not involve the discharge of water to ground water. c. Water Runoff (including storm water) 1) Describe the source of runoff (including storm water) and method(s) of collection and disposal, if any. Include quantities, if known. Will this runoff water be discharged or flow into surface waters or -ground water? If so, describe. 7 Runoff will come from the existing Interstate 5 overpass, the paved roadway and adjacent shoulder. It will be treated by using both biofiltration and a combination of Best Management Practices (BMPs). Proposed BMPs include: a (1) an 85 foot biofiltration swale (length limited by site constraints), (2) an 80 foot sod filter strip, (3) tightlining of I- 5 runoff to prevent soil erosion and (4) installation of a type II catch basin with an oil - water separator. Some storm water, which is not infiltrated, may eventually enter nearby Lake Dolloff. Calculations have been completed which inidicate an increase in peak discharge resulting from project improvements. The change in peak discharge for the 24-hour, 100 year event is significantly less than the 0.5 cfs threshold established in the King County Surface Water Design Manual. Therefore, retention/detention facilities are not required for this project. 2) Could waste materials or toxic materials enter surface or ground waters during or as a result of this proposal? If ,yes, describe. Toxic materials could enter the storm water conveyance system as a result of equipment malfunction or accidental spillage of petroleum products during maintenance operations or refueling. d. Proposed measures to reduce, control or prevent surface, ground and runoff water impacts, if any: A wetland swale, a filter strip and a catch basin with an oil separator will be used to improve runoff water quality (See question B3 c 1). Refueling and maintenance operations will be conducted away from areas where spills would easily enter the storm water conveyance system. 4. Plants a. Circle types of vegetation found on the site: deciduous trees' alde ma 1 birch, ash, other X_ conifer trees: cedar pine other X shrubs blackbe s mon erry spired other grasses pasture crops wet soil plants rushe , orset ' cattail other water plants: water lily, milfoil, eel grass, other other types of vegetation b. What -kind and amount of vegetation will be removed or altered? Three large, mature evergreen trees and other landscaping plantings will have to be removed to accommodate the roadway widening and shoulder paving. c. List threatened or endangered species or critical habitat known to be on or near the site: A letter has been be sent to the Washington State Natural Heritage Program requesting information. Information has been received indicating that no critical habitat is located on or near the site. d. Proposed landscaping, use of native plants or other measures to preserve or enhance vegetation on the site, if any: Areas disturbed during project construction will be replanted with native plants when appropriate. 5. Animals a. Circle any birds and animals which have been observed on or near the site, or which are known to be on or near the site: invertebrates msect mollusks, other fish: salmon, trout, other o s sa aman er , toads, other amphibians: reptile n e lizards, turtles, other birds it owls, hawks, eagles, heron, other mammals: deer, bear, beaver, a i proe the b. List any threatened or endangered species or critical habitat known to be on or near the site: A letter has been sent to the Department of Wildlife requesting information. Information has been received indicating that no critical habitat is located on or near the site. c. Is the site part of a migration route? If so, describe. The project site is not part of a migration route. d. Proposed measures to preserve or enhance wildlife, if any. None - 6. Energy and Natural Resources a. What kinds of energy ( electric, natural gas, oil, wood, solar) will be used to meet the completed project's energy needs? Describe if it will be used for heating, manufacturing, etc.) Project will require electric line connection for the operation of traffic signals and illumination. b. Would the project affect the use (potential or actual) of solar energy by adjacent properties? If so, describe. No c. Are energy conservation features included in the plans for this proposal? Generally describe. List any other measures to reduce or control energy use, if any. Me 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals or hazardous wastes, risk of explosion or fire, or other health hazards that could occur as a result of this proposal? If so, describe. ii.7 1) Describe special emergency services that might be required. None 2) Proposed measures to control or prevent environmental health hazards, if any: None b. Noise 1) What types of noise exist in the area which may affect your project, e.g., traffic, heavy equipment, industrial, etc.? None 2) What types and levels of noise would be created by, or -associated with your project on a short-term or long-term basis (for example: traffic, construction, operations, other)? Indicate what hours noise would come from the site. 10 Noise will be generated by the following: - truck traffic hauling construction materials - back hoe used to excavate slopes - asphalt sawing operations - asphalt paving operations - use of generators and compressors According to King County Code 12.94.020, Part B-1, the following sounds are exempt from provisions of the County noise ordinance: "Sounds created by construction equipment, including special construction vehicles and emanating from temporary construction sites, if the receiving property is located in a rural or residential district of King County." Work within the Federal Way city limits will meet ordinance requirements, i.e., FWWCC Section 22-1006(a)(b). This regulation restricts heavy equipment operations between the hours of 8:00 p.m. and 7:00 a.m., Monday through Saturday. .No development may occur on Sunday or holidays which are observed by the City unless written permission has been obtained by the Federal Way Director of Community Development. 3) Proposed measures to control or prevent noise impacts, if any: To control construction noise impacts to adjacent residents and home owners, the construction will occur during daylight hours determined by King County Construction Services. The hours typically are from 7:00 AM to 7:00 PM; however, hours are determined on a project -by project basis. Work within the Federal Way city limits will meet ordinance requirements, i.e., FWWCC Section 22-1006(a)(b) 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? The project site is a principal arterial road right-of-way and all improved, adjacent properties have residential uses. The project area also includes an Interstate 5 overcrossing structure and adjacent property which is part of the highway right-of-way. b. Has the site been used for agriculture? If so, describe. The project area has not recently included any agricultural land uses. c. Describe any structures on the site. 11 There are no occupied, residential structures which will be directly impacted by this project. d. Will any structures be demolished? If so, what? As discussed in 8 c above, no residential structures will be demolished, e. What is -the current zoning classification of the site? Properties adjacent to the road right-of-way in King County are zoned Suburban Residential classification S-R. In Federal Way the classification is RS 7.2.. f. What is the current comprehensive plan designation of the site? In King County Comprehensive Plan the designation is Urban. In Federal Way the designation is Suburban Residential.. g. If applicable, what is the shoreline master program designation at the site? Not applicable h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. The site is adjacent to 5 wetlands. See question 133al. i. Approximately how many people would reside or work in the completed project? None j. Approximately how many people would the completed project displace?. None k. Proposed measures to avoid or reduce displacement impacts, if any: None. 1. Proposed measures to ensure the project is compatible with existing and projected land uses in the area: None 12 9. Housing a. Approximately how many housing units would the project provide, if any? Indicate whether high, middle or low income housing. None b. Approximately how many housing units would be eliminated, if any? Indicate whether high, middle or low income housing. None c. Proposed measures to reduce or control housing impacts, if any: Not applicable 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building materials(s) proposed? The project will include six illumination fixture poles. The poles will be about 34 feet in height. The poles will also support two signals as well three cables which will across the intersection. The cables will support additional traffic signals. A guardrail will be placed on top of one gabion wall located on the north side of Military Road.. (See response to Question A.11.) The guardrail will project 2.5 feet above the road surface. A jersey barrier will be installed parallel to the wall located on the south side of Military Road. The barrier will project 2 feet above the road surface. . b. What views would be altered or obstructed by the proposal? Placement of the poles, guardrails, and jersey barrier should not alter or obstruct views. c. Proposed measures to reduce or control aesthetic impacts, if any: Except for impacts discussed above, the area adjacent to the project will be returned, as far as feasible, to its original appearance. 11. Light and Glare a. What type of light or glare with the proposal produce? the project produce light or glare? What time of day it would mainly occur? Provision of turn lanes should not create additional headlight glare. 13 b. Could light or glare from the finished project be a safety hazard or interfere with views? 1M c. What existing off -site sources of light or glare may affect ,your proposal? None d. Proposed measures to reduce or control impacts from light or glare, if any: None 12. Recreation a. What designated or informal recreational opportunities are in the immediate vicinity? There are no designated recreational facilities located near the project site. Closest developed public park is Steel Lake Park. The park is located 1/2 mile northwest of the site and I-5 in Federal Way. There is a public boat launch area on Lake Dolloff. b. Would the project displace any existing recreational uses? If so, describe. No. c. Proposed measures to reduce or control impacts on recreation. Include any recreational opportunities to be provided by the project or applicant, if any: None 13. Historic and Cultural Preservation a. Are there any sites or structures listed on, or eligible for, any national, state or local preservation registers known to be on or near the proposal site? If so generally describe: There are no historic structures within one mile of the project site. b. Generally describe any landmarks or evidence of historic, archaeological, scientific or cultural artifacts of importance known to be on or near the site: The project has not been identified as one which would need cultural resource review. There are no known cultural sites located within one mile of the project site. c. Proposed measures to reduce or control impacts, if any: 14 If any archaeological remnant is uncovered/discovered during construction, the State Historic Preservation Officer (SHPO) and King County Historical Preservation Officer will be notified immediately. No work will be performed on site until all archaeological investigations are completed. 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to existing streets. Show on site plans, if any: See A.11 b. Is the site served by public transit? If not, what is the approximate distance to the nearest transit stop? The nearest transit service is provided by METRO bus routes 192 and 902. Route 192 serves Military Road. The route. has a northbound stop 120 feet north of the intersection. The route has a southbound stop 120 feet south of the intersection. Route 902 is a shuttle van which serves the Federal Way Park and Ride Lot. The van uses both Military Road and 31 st Avenue South crossing the intersection. It has flag stops. c. How many parking spaces would the completed project have? How many would the project eliminate? The project will not create or eliminate parking spaces. d. Will the proposal require any new roads, streets or improvements to existing roads or streets (not including driveways)? If so, generally describe, and indicate whether public or private: As discussed in the project description (see question A.11), the project only includes improvements to existing roads. e. Will the project use or be in the immediate vicinity of water, rail or air transportation? If so, generally describe: No f. How many vehicular trips per day would be generated as a result of the project? Indicate when peak traffic would occur, if known: The project itself will not generate additional vehicular traffic. The improvement will reduce waiting at the intersection during peak hours and reduce congestion. There are no published traffic counts available for this intersection. 15 g. Proposed measures to reduce or control transportation impacts, if any: During construction, signing, barricades and, if appropriate, a flagger will be used to control traffic through the constriction area. 15. Public Services a. Would the project cause an increased need for public services, e.g., fire and police protection, schools, etc.? If so, generally describe: No b. Proposed measures to reduce or control direct impacts on public services, if any: None 16. Utilities a. Circle utilities currently available at the site: a ectrici , water natural ga telephon sewer, refuse service, other. Water service is provided by Federal Way Water and Sewer District. Natural Gas service is provided by Washington Natural Gas. Electricity is Provided by Puget Power. Telephone service is provided by U.S. West. b. What utility service will be needed by the project? Who (which utility) will provide the service, and what utility construction will be required on or in the immediate vicinity of the site? Electric service is needed for the traffic signal. Widening of the intersection would have no major impact on existing underground natural gas line. The gabion walls have been designed to minimize construction impact on an existing 14 inch water line which is located on the north side of Military Road. C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to ake its decision. Signature: Louis I Haff, P. E., County Road Engineer Date submitted. I Z /2 A Z 16 M.ILITARY!R'OAD S./31ST S. VICINITY MAP, s T PROJECT LOCATION North From: KEN MILLER (KENM) To: MIKET Date: Thursday, August 19, 1993 2:17 pm Subject: K.C. Road Project 31st and Military -Rep Mike When Tim and I talked to the County we agreed to the following: - Wood poles are okay for the street lights. - No sidewalk or curb and -gutter required (since 5-lane future). - The City would install a new controller at 304th Street. - County needed to install interconnect. PACIFIC 3025-112thAvenue N.E. P.O. Box C-97304 Bellevue, WA 98009-9304 MEMORANDUM RECEIVED By CGmMUNITY DEVELOPMENT DEPARTMENT TO: Michael Thomas, Associate Planner, City of Federal Way FROM: Susan Meyer, Wetland Ecologist, W&H Pacific --r° DATE: August 9, 1993 RE: Military Road at 31st Avenue South - Wetland Issues Job No: 3-420-0207-1.25 AUG 10 1993 This memo is written to provide comments on the Wetland Analysis Report for Mifita R ad at 31st Avenue South prepared by B-Twelve Associates, Inc. in May, 1993. The following comments are based on review of this report. A site visit has not been made at this time. • The report meets the requirements set forth in the Federal Way City Code Section 22-1356. • The proposed retaining walls between the wetland setbacks and the roadway are an effective measure to minimize impacts to the wetland and its buffer. However, some disturbance to the setback is likely during construction of the walls. A landscape/enhancement plan should be required that addresses revegetation of the disturbed areas with native plant species after construction. 204200207\Military. mem (206) 827-0220 Fax (206) 822-5341 Planning • Engineering • Surveying 9 Landscape Design • Environmental Services King County Division of Roads and Engineering Department of Public Works King County Administration Bldg. 500 Fourth Avenue - Room 900 Seattle, WA 98104-2339 June 29, 1993 Mr. Michael Thomas Associate Planner Land Use Division City of Federal Way 33530 First Avenue South Federal Way, WA 98003 RE: Military Road South and 31st Avenue South Dear Mr. Thomas: This letter is written in response to your April 6, 1993 letter concerning the channelization and signalization project at Military Road and 31st Avenue South. The following responses are organized in two sections: land use issues and public works issues. Enclosed are the items you requested in your April 6 letter including a wetlands report, draft checklist, and memorandum from the Surface Water Management Division (SWM) on the project drainage facilities. The SWM memorandum includes supporting calculations. Land Use Issues Enclosed is a wetland study report completed by B-12 Associates. The report addresses points outlined in Federal Way Code Section 22-1356(b). A draft checklist is enclosed for Land Use Division staff review and input. As noted in your June 15, 1993 telephone conversation with Ron Melnikoff, the section of the checklist on air pollution remains to be completed. Questions in this part of the checklist cannot be answered until carbon monoxide modeling is completed. This modeling is required by new Washington State Department of Ecology regulations. Public Works Issues Our Project Development Unit will prepare the right-of-way permit application. Pete Ringen, Supervising Engineer, will be responsible for the permit application. His phone number is 296-3705. Mr. Michael Thomas June 29, 1993 Page Two Proposed storm water treatment facilities include a combination of elements designed to treat water quality at the site which has lim�t�dna�vdesignnplans�e.TheThe treatmentfacilities will be included in th facilities will include a biofiltration Swale, adfilter a strip, and Interstate 5 drainage tightlining g catch basin with an oil and water separator. These facilities are discussed in the outenclosed themratedof flowafrom by SWM. The memorandumpoints project impervious areas does not warrant the use of detention or retention. supporting calculations are attached to the memorandum. Sidewalks, gutters, and aluminum illumination poles will not be included as requested in your April 6, 1993 letter. Mike Gillespie, Managing Design Engineer, discussed this request with Tim Miller. TaffofrtheiFederaleway'snd Ken miller, Department, Systems Manager who agreed to rescind these requirements. The Roads and Engineering Division will provide an interconnect conduit and wires between the signals at the project intersection and South 304th Street as requested in point 5 in your April 6, 1993 letter. The Roads and Engineering Division will also provide a controller capable of interconnecting with a Federal Way system at the project intersection. The interconnect wire will run to a pull box at the South 304th Street intersection, leaving 200 feet of wire coiled in the box. We believe that the information providedbydthisletter and enclosures should meet Federal Way p jc vlopment requirements. Ron Melnikoff, Senior Environmental Engineer, will work with Federal Way staff preparing the final checklist and determiantionpnandusematters sacicRon korf at 296-3735 if you have y questions wish to arrange a follow-up meeting. Mr. Michael Thomas June 29, 1993 Page Three If you have any questions concerning addressed in the Public Works portion call Mike Gillespie at 296-6530. Sincerely, �P William S. Vlc , P.E Manager Engineering Services Section WSV:RRM:fq the requirements of your letter, please Enclosures cc: Ken Miller, Traffic Engineer, City of Federal Way Ron Garrow, Senior Development Engineer, City of Federal Way M a er City of Federal Way Tim Miller, Street Systems an g , Louis J. Haff, County Road Engineer Mark Madden, Traffic ❑perations Engineer Michael A. Gillespie, Managing Design Engineez King County Surface Water Management Division Department of Public Works Yesler Building 400 Yesler Way - Room 400 Seattle, WA 98104-2637 (206) 296-6519 April 20, 1993 TO: Mike Gillespie, Supervising Engineer, Environmental Unit, Roads and Engineering (Roads) Division VIA: Larry Gibbons, Supervising Engineer, Project Manage me and Design (PM&D Unit FM- Mike O'Neil enior Engineer, PM&D Unit RE: Military Road South at 31st Avenue South - Roads Project #100292 f This memorandum presents our surface water facility design for the Military Road South project. Mr. Michael Thomas, Associate Planner for the City of Federal Way, listed criteria for water quality and quantity treatment of the roadway runoff in a letter to Mr. Ronald Melnikoff dated April 6, 1993. The increase of flow caused by the widening of Military Road South does not warrant a quantity control structure (detention or retention). The change in the peak discharge for the 24-hour, 100-year event is significantly less than the 0.5 cfs threshold established in the King County Surface Water Design Manual (SWDM), Core Requirement Number 3. The calculations to support this conclusion are provided on pages 1 and 4 of the enclosed calculations. The increase in impervious surface area subject to vehicular traffic exceeds the 5,000 square foot threshold and, therefore, requires biofiltration. It is our intent to meet the SWDM water quality goals for roadway runoff. The steep slopes, shaded areas, limited right-of-way, and small length of the project site all combine to restrict the area for construction of a standard 200 foot biofiltration swale. Equal or better water biofiltration and Bes The actual impervious (12,510 square feet) (9,670 square feet). areas and a schematic list of the proposed quality treatment has been achieved by using t Management Practices (BMPs) to reduce existing erosion. surface area captured and treated by biofiltration exceeds the proposed increase in impervious surface area Please see the enclosed calculations for tabulation of plan of the project (pages 2 and 3). The following is a BMPs and improvements: Mike Gillespie April 20, 1993 Page Iwo 1) a limited biofiitration swale (85 feet long); 2) a three foot sod filter strip along the edge of the paved shoulder (80 feet long); 3) avoidance,of erosion potential by diverting runoff around non-grasse areas (i.e., ,under the Interstate 5 (1-•5) bridge deck), and tightlining existing subdrains from 1-5 off of exposed slopes and on .A'��' to the ed a of the propo ed shoulder. A biafi� tration swale designed to' SWOM requirements would be 1.1 feet wide aqd Qdb''wtt* 200 feet long for a surface area of 220 square feet. The proposed-tR!P-" f4 biofiltration swale is'2 feet wide and 85 feet long for a surface area of 17 Ok square feet. The 3 foot sod filter strip provides an additional (80'x3') 240 square feet for a total of 410 square feet of surface area (see enclosed calculations). The existing shoulders under the 1-5 bridge deck receive no sun and have become exposed and erosive, We propose to bypass the exposed areas and to tightline existing 1-5 subdrains off of the exposed fill to the new paved shoulder. We feel confident the proposed design provides equal or better water quality treatment than the required 200-foot-long, 1.1-foot-wide biofiltration Swale. 1f you have any questions, please call Adrian Lee, PM&D Unit Engineer, at 296-1956, MO:AL:je C/WP1:MM28 Enclosures cc: Adrian Lee, Engineer, Project Management and Design Unit �1 L.-i-CD.tzY �,c> sr� . i �+�x_ �tS 1 µp arn'E�►�C s I A ��93 N Gx, l 3 , (o I o sr- , DF><, t PA P, SOet:�A� = 23, 2&DF- CNAt�t« IN IMPE��lIDVS S�RPAf� _ 1�0705F = 0,22At, T- SE wNsSRY1�T1�1E Ps�u�C t'� cReo%-- r-O�Z-e:-(L!6T tZ-UKIOFt= �- q-cpm S KLST, Neel v. kz tPc o,2z. Ad-, 5gU I-k W/ kC 101-1 COUr - %Y INFG I(A 1)1 %TP-18UTto►� 'W O , TG - j�,pp �P �z.r ► rE �� s1 �L.r✓ EvG l�s� 2��u1GZ �O�L W 1i1-� f�TIWt1V `ST�� dF 114.1�1,11JUT� G cuc..5MIrlOTes =�tor-t k/aT t2S b\� E 100 s SU R f=A r-c TG = 10 MI►JIiT�S CSL-� Qrf30JE� �otii W � ►2W1J�bLs C,sE� k�T�f�{�j� 6WE Q =a, 1z Gf--Il O 7: ZDo = .0.02. r-T( Fr r\ - 0. 5S Car��sr. I�'C, = Co" IZt72l.� Era r►'1 �k� � � �i� _ � r I Aj (-SGe A�1i`/ N�� T�PR�za Et7p�� GkaNr, i. Aa ipa,Yslsl Q S1Tc C�NST :-f► ' LarJ6wr4 ONLY aS' tc ' St TaT 4l0 SL >y ZZD S 4, is ,q Z 8'888< mom,_ a ��-\�-�ct.�11DJ5 SJRP%��s SVMllphzY F=o�t 1=�p�=Rl��n/A`( ToTAeI- GX4S7. \MPjaVLNj . SF CsTFf. Sl + 3o To STA, . ---7 0 SF T oTl�- Nsvj 1MPEIZV, SurzFp�ce _ T\DtJ T t-,TMIE-,rl-T CZSQvk�e-fl po rL-n o N o t✓ �� P OPa � ��( C1�J Now W \`-�- � M�1rJ 1, �l t-ir-O praz> ToT M., (--,TN, s3+-c)o -rd *�CD*L• 1MPel2V, Su2.�A�E Nod' TREp`T�p = �a� `Z7o SF�S,�glabsFCo��j (sTf�. Sl+3a To L-Xefjs&-\- NET N67 -CEO; 47c-G ; 131 CPk -770sF = 2f` I rn Q Jjj} I �4 Ql' Ern 3� I ►r - � N T G fO ul �i .n �xt 0 u I 4/16/93 Ki , County Surface Water Man ement -pa-ge-4- MILITARY RD. SO. @ 31ST AVE. SO. BIOFILTRATION DESIGN FLOW CALCULATION AND DETENTION THRESHOLD CHECK BASIN SUMMARY BASIN ID: bio NAME: DEVEL. BASIN TRIB. TO BIOSWALE SBUH METHODOLOGY TOTAL AREA.......: 0.29 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: USER1 PERVIOUS AREA PRECIPITATION....: 1.95 inches AREA..: 0.00 Acres TIME INTERVAL....: 10.00 min CN....: 89.00 TIME OF CONC.....: 10.00 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 0.29 Acres' CN..... 98.00 PEAK RATE: 0.13 cfs VOL: 0.04 Ac-ft TIME: 480 min BASIN ID: devl SBUH METHODOLOGY TOTAL AREA........ RAINFALL TYPE....: PRECIPITATION....: TIME INTERVAL....: TIME OF CONC.....: ABSTRACTION COEFF: NAME: DEVEL. BASIN TRIB. TO FED. WAY 0.22 Acres USER1 4.10 inches 10.00 min 10.00 min 0.20 PEAK RATE: 0.21 cfs VOL: 0.07 BASEFLOWS: 0.00 cfs PERVIOUS AREA AREA..: 0.00 Acres CN.. 89.00 IMPERVIOUS AREA AREA..: 0.22 Acres CN..... 98.00 Ac-ft TIME: 480 min I TRAPEZOIDAL CHANNEL ANALYSIS NORMAL DEPTH COMPUTATION April 16, 1993 BIOFILTRATION SWALE DESIGN FOR MILITARY RD. SO. PROGRAM INPUT DATA: DESCRIPTION VALUE Flow Rate (cubic feet per second). .................... 0.1 Channel Bottom Slope (feet per foot) .................... 0.0200 Manning`s Roughness Coefficient (n-value)............... 0.3500 Channel Side Slope - Left Side (horizontal/vertical).... 2.00 Channel Side Sloe - Right Side (horizontal/vertical)... 2.00 Channel Bottom Width (feet) ............................. 1.1 PROGRAM RESULTS: DESCRIPTION VALUE Normal Depth (feet).......... ......................... 0.33 Flow Velocity (feet per second). ..................... 0.22 Froude Number (Flow is Sub -Critical).................... 0.080 Velocity Head (feet) .................................... 0.00 Energy.Head (feet).... ... ...... .............. 0.33 Cross -Sectional Area of Flow (square feet) .............. 0.58 Top Width of Flow (feet) ................................ 2.43 TRAPEZOIDAL CHANNEL ANALYSIS COMPUTER PROGRAM, Version 1.3 (c) 1986 Dodson & Associates, Inc., 7015 W. Tidwell, #107, Houston, TX 77092 (713) 895-8322. A manual with equations & flow chart is available. My BJ PUBLIC WORKS MEMORANDUM TO: Mike Thomas FROM: Ron Garrow For Your Information DATE: March 30, 1993 Respond By: SUBJECT: King County Road Improvements to Military Road I have comments on the same subject as a result of input from the Public Works staff. These comments pertain to the signalization of the intersection of Military Road and 31st Ave. S. 1. King County will be required to obtain a right-of-way use permit prior to conducting any construction within the City of Federal Way city limits. 2. Runoff from the site shall be treated prior to release into the wetland area. Treatment CLe will be by means of a biofiltration swale. Because the runoff from the new pavement t meµ.. k area can not be separated from the old portion of the street, the swale shall be designed to treat the runoff from the entire street trubutary to the swale. `. --- 3. Should the increase in runoff rate or impervious surface area exceed the threshold of the King County Surface Water Design Manual (KCSWDM), storm water detention shall be required as part of the development. A calculation to support the determination shall be provided with the application for a ROW permit. 4. Since Military Road is three lanes wide to Station 53+10 (see sheet 10), this would be a final street configuration and should have the vertical curbs, gutters and sidewalks on both sides of the street extended from the intersection to the beginning of the taper reduction at Station 53+10. The location of the curbs and gutters should provide for a- foot wide bike lanes in the street adjacent to both curbs. 5. Interconnect conduits and wiring should be provided between the intersections of Military Road/31st Ave. S. and Military Road/S. 304th St. to intertie the signals at each intersection. A new cabinet controller box should also be provided at the signaled intersection of Military Road/S. 304th St. making it a master controller. 6. The poles to be installed for the lighting of the street shall be aluminum. Tim Miller, the City's Traffic Engineer (661-4133) should be consulted for further specifications. �k� 7Y ROA-t> TV-j�- A-WqCkT-7 0^� �ikv-,C,4 11 lqq6 A�DAJ ym : Ve- -g-ICJL , ? -4 o� F, c --f — 2�6 a V. 11 La, 50M q kt U c cz - A70 OU C- WO a-L-.5 IZV 4z - 3 72 Pp-cr��T wIc4 F-r-j /-0-06L-f-C t-joo-� Z,W�- C l ec/ 13 -7 ?/-O)e-c-Pjl&�Kt,r ((-LooY IF,-L.ao 6.) L,) A aA � q 4 Lzags COMMUNITY DEVELOPMENT TECHNICAL REVIEW COMMITTEE AGENDA OF: March 4, 1993 ATTN: Michael Thomas Associate Planner FROM: Federal Way Water and Sewer_ SUBJECT: Agenda Item No. 3 - Military Road and 31st Avenue South Traffic Control Improvements -- Meeting with Applicant COMMENTS: General: The District's comments of February 29, 1993 are still applicable. Based on our review of the county project, no substantial cuts or fills are planned in close proximity to our water facilities and no adverse impacts are anticipated to our facilities. The District has no sewer facilities in the proposed project area. By: Date: 9'_ 4-- q3 February 16, 1993 TECHNICAL REVIEW COMMITTEE PROJECT PLANNER: Mike Thomas PLEASE RESPOND BY: March 4, 1993 -Pre-Application Meeting February 25, 1993 - Internal Review TYPE OF PERMIT REQUIRED: Process I FILE NUMBERS: PRE93-0008 PROJECT NAME: Military Road & 31st Avenue S. roadway improvement project. PROJECT ADDRESS: Military Road South and 31st Avenue South PROJECT•DESCRIPTION: King County Department of Roads is planning on improving the intersection of Military Road South and 31st Ave South. Improvements will include left -turn land channelization, paved road shoulders, curbs and sidewalks, and illumination. Some of these proposed roadway improvements will be within 100 feet of a regulated wetland, and are therefore, subject to City of Federal Way review. CONTACT: Ronald Melnikoff (206) 296-3735 APPLICANT: King County Roads Division Department of Public Works 900 King County Administration Building Seattle, Washington 98104 ATTACHMENTS: Project Maps R50 IVED BY COMMUNITY DMLOPMENT DEPARTMENT FE 9 9 1993 King County Division of Roads and Engineering Department of Public Works King County Administration Bldg. 500 Fourth Avenue - Room 900 Seattle, WA 98104-2339 February 5, 1993 Ms. Kathy McClurg Land Use Administrator City of Federal Way City Hall 33530 First Avenue South Federal Way, WA 98003 RE: Military Road South and 31st Avenue South Dear Ms. McClung: King County Public Works Roads and Engineering Division is planning to improve the intersection at Military Road South and 31st Avenue South. Part of this project lies within the corporate limits of the City of Federal Way and within Washington Department of Transportation Interstate 5 right- of-way. The Roads and Engineering Division will obtain City of Federal Way and WSDOT right-of-way permits. This project includes left-turn.lane channnelization, paved road shoulders, curbs and sidewalks at the intersection, traffic signals, and illumination. Additional project features include provision of a drainage swale, other drainage improvements, and retaining walls. All work is on terrain previously graded for the existing road; however, some project features are adjacent to wetland buffers. We understand that your preapplication review will determine if the project is exempt from Federal Way wetland mitigation requirements or if some mitigation is required. We are submitting eight sets of plans, a draft checklist, and a Federal Way application form for a preapplication review. We would appreciate completion of possible. If your determination weeks, please contact us. the review as soon as period will exceed three Ms. Kathy McClurg February 5, 1993 Page Two If you have any questions, please call Ron Melnikoff, Senior Environmental Engineer, at 296-3735. Sincerely, William Vlcek, P.E. Manager Engineering Services Section Enclosure cc: Louis J. Haff, County Road Engineer CrrY OF FrY OF V Fry: DUARTAU24i OF OAD4UNM DEPELQPuiEhT"P. • • r . -..Ma TER LAND USE APPLICATION APPLICATION NO.- r'• ` i- DRtE r f �^• e Name of Applicant 1C� w 7 `i75' D( •s . 7 - Owner _ - Address, 1{irrG "'r ML F r AN4 3A� ES' • s-n-rt�E' 4s�r ' _ one (�DG) i96.= `7'35 Signature + 1 ht 'v C+E Y = Property Location :-,y :, - T _.; bN.:.o'' Z. Zone 7 R f _ , Z- • ' Legal Description =I' -' r: {I.4 - WUt t7Ei7 . fl 1 Wi t; N C z7ti t7yti��' .S 'T)4 OPP -)45 ftomDFio ON • filr AT4V >zal _-AND , v`�- - MpENs - Project Description ZA i L - - •� �• - .. ' ' - � ' A�'• -� 1~ � 6rrCYj'ibN�; �3l �- _AV�E • �. - - _:. • . -.: :. Parcel Number(s): - - F= _ F - MASIiRIAJRM 33530 1ST WAY SOUTH . FEDERAL WAY, WASHINGTON 9B003 . (206) 661-4000 Aecycled Paper COMMUNITY DE ELLOPMEENT DEPARTMENT FEB 1 1 1993 King County Division of Roads and Engineering Department of Public Works King County Administration Bldg. 500 Fourth Avenue - Room 900 Seattle, WA 98104-2339 February 5, 1993 Ms. Kathy McClung Land Use Administrator City of Federal Way City Hall 33530 First Avenue South Federal Way, WA 98003' RE: Military _Road South and 31st Avenue _South Dear Ms. McClurg: King County Public Works Roads and Engineering Division is planning to improve the intersection at Military Road South and 31st Avenue South. Part of this project lies within the corporate limits of the City of Federal Way and within Washington Department of Transportation Interstate 5 right- of-way. The -Roads and Engineering Division will obtain City of Federal Way and WSDOT right-of-way permits. This project includes left -turn lane channnelization, paved road shoulders, curbs and sidewalks at the intersection, traffic signals, and illumination. Additional project features include provision of a drainage Swale, other drainage improvements, and retaining walls. All work is on terrain previously graded for the -existing road; however, some project features are adjacent to wetland buffers. We understand that your preapplication review will determine if the project is exempt from Federal Way wetland mitigation requirements or if some mitigation is required. We are submitting eight sets of plans, a draft checklist, and a Federal Way application form for a preapplication review. We would appreciate completion of the review as soon as possible. If your determination period will exceed three weeks, please contact us. Ms. Kathy McClung February 5, 1993 Page Two If you have any questions, please call Ron Melnikoff, Senior Environmental Engineer, at 296-3735. Sincerely, William Vlcek, E. Manager Engineering Services Section Enclosure cc: Louis J. Haff, County Road Engineer "'rDEC-10-1992 "� 15 2B ` FROM-:' flSSOC I ATES ==='. ; : -' - ; TO mpfoxrtw 41711z• ,Lam es � Y,�'- Cr G/P _'296056'7 :-" P. 02 �Ir j D SCALE a -nA V9 '+ � .moo T: �c �_ T- •� �" �Y1 �' r� �� .�� ..•� 1 . -3 lL 101 r TtA�� D is CIAO ;L r Yl2�Al14 jF is ot GLASS 3 o+r �RSS 2. • �'j, . -till' ;� ,Do 0)4 ct * I- s3 •il/ W CLAW \Vl ( A Kr O ffALL oazie, 4L-T) KING COUNTY FIRE PROTECTION DISTRICT NO. 39 FEDERAL WAY FIRE DEPARTMENT 31617 - 1 ST AVENUE SO. FEDERAL WAY, WASHINGTON 98003 February 25, 1993 Mike Thomas PRE 93-0008 Military Road South Improvements The Fire Marshal's Office has no comments regarding this project. Respectfully submitted, Patrick D. Kettenring Assistant to the Fire Marshal Business Phones: Seattle 206-839-6234 Tacoma 206-927-3118 FAX: 206-946-2086 COMMUNITY DEVELOPMENT TECHNICAL REVIEW COMMITTEE AGENDA OF: February 25, 1993 ATTN: Michael Thomas Associate Planner FROM: Federal Way Water and Sewer SUBJECT: Agenda Item No. 5 - Military Road and 31st Avenue Roadway Improvements COMMENTS: Water: This project was reviewed with King County by the District. A copy of our letter stating our interpretation that the project will not impact our water facilities is attached. We have no additional comments. Sewer: The District has no sewer facilities in the immediate project area. By: Date: Z"' Z'5 0 Fe d e ra l Islay Water & Sewer ,,. •� P.O. Box 4249.31627 -1 st Avenue South • Federal Way, Washington ton 98063 `1Seattle: 941-1516 - Tacoma: 927-2922 • Engineering: 941-2288 • Fax: 839-9310 February 9, 1993 Mr. William S. Vlcek, P.E. Manager, Engineering Services Section King County Division of Roads and Engineering Department of Public Works 900 King County Administration Building 500 Fourth Avenue Seattle, Washington 98104-2339 Re: Project: Military Road South at 31st Ave South (30,600 Block) Limits: Intersection Improvement Dear Mr. Vlcek: Enclosed is a set of the County's Intermediate Plans for the above project which have been signed by the undersigned. Also included is a counter -signed copy of your January 21, 1993 letter, as requested. We have shown the District's existing water facilities in green on the plans. No District sewer facilities exist in the area. You will note that there is apparently some system appurtenances that were not picked up by the survey crew, or a misunderstanding occurred during the plotting process. Please refer to the notes on the plans to resolve these discrepancies. We also note that no profile is provided on these plans, but it appears from, the typical cross -sections that there will be no significant change in the finished grade over the District's pipelines. If this is the case, the District has determined it unnecessary to relocate and/or replace the water main, even though a portion of it will be under the northbound through travel lane. During construction, District forces can construct a localized lowering of the main where new storm drain pipes would cross it ( if necessary). They can also extend and/or relocate fire hydrants and water meters as necessary. If your road design engineer considers it necessary, we can also pothole the main to determine its "true" location and depth at "points of interest". Donald L.P. Miller Dale A. Cap Beverly J. Tweddle Commissioner Commissioner Commissioner Mr. William S. Vlcek, P.E. February 9, 1993 Page two Your expeditious response to our inquiries would be appreciated. If you have any questions or comments, please call us. Very truly yours, Bertram L. Ross, P.E. Engineer III BLR/krb Enclosures c: Steve Wieneke Don Young Rick Gilmore WETLAND ANALYSIS REPORT FOR MILITARY ROAD AT 31ST AVENUE SOUTH PREPARED FOR KING COUNTY DEPARTMENT OF PUBLIC WORKS KING COUNTY ADMINISTRATION BUILDING 500 FOURTH AVENUE, ROOM 900 SEATTLE, WA 98104-2339 BY B-TWELVE ASSOCIATES INC. 521 SOUTH WASHINGTON AVE. KENT, WASHINGTON 98032 DATED MAY 109 1993 JOB #92-304 521 South Washin-ton Ave. - Kent, WA 98032 0 206/859-0515 - Fax: 206/852-4732 REVISED KING COUNTY WETLAND ANALYSIS REPORT FOR MILITARY ROAD AT 31ST AVENUE SOUTH 1.0 ABSTRACT B-twelve Associates, Inc. was hired by King County Public Works to conduct a wetland study along Military Road near 31 st Avenue South. The proposed road improvement project includes a stretch of Military Road that is approximately 1,200 feet long. The project straddles the east border of Federal Way. The area to the west of the eastern limits of the right of way for Interstate 5 falls under the jurisdiction of Federal Way, the area to the east is under King County jurisdiction. To the east of I-S in the unincorporated section of the project we identified and delineated one Class 1 wetland, one Class 2 wetland, and one Class 3 stream (King County rating system). In the Federal Way section of the project there are three regulated wetlands (Federal Way does not rate wetlands). 2.0 INTRODUCTION 2.1 Site Description The study area is located along a stretch of Military Road where it intersects 31 st Avenue South (see Exhibit A: Vicinity Map and Exhibits B-1 through B-3). The site is between Steel Lake and Lake Dolloff, lying both in Federal Way and in unincorporated King County. It occupies portions of Sections 9 and 10, Township 21 North, Range 4 East, Willamette Meridian. The proposed project begins at road station 45 +00 and extends to the northwest along Military Road, crossing under Interstate 5 to end at station 57+00. The total length is approximately 1,200 feet. The study area extends out 100 feet from the edge of the pavement on both sides of Military Road. Both the north and south bound lanes of Interstate 5 cross over the study area. 2.2 Topography and Drainage The east half of the study area is a fairly level stretch; the land slopes gently to the east on the west half of the project, west of 31st Avenue South. Most of the study area drains into the roadside ditches leading into the wetlands in the east half of the project. It appears that there is a significant amount of drainage running off of Interstate 5. The wetlands and drainages in this area appear to flow into Lake Dolloff. Lake Dolloff lies in the Duwamish River Basin. The outlet from the lake flows into Hill Creek which is tributary to the Green River. The Green River flows into the Duwamish River Waterway and on into Elliott Bay in Puget Sound. 2.3 Land Use Most of the study area is vegetated with a mixed deciduous/coniferous forest community. Areas have been cleared for small pastures, lawns and gardens. The major land use in the area is low density single family residential. 521 South Washington Ave. • Kent, WA 98032 • 206/859-0515 • Fax: 206/852-4732 KC Public Works/Military Road ® 31st Ave S./Job #92-304 B-twelve Associates Inc. May 10, 1993 Page 2 2.4 Project Description The main goal of the project is to install a traffic signal at the intersection of Military Road and 31st Avenue South. Military Road will be widened both north and south of 31st Avenue South to allow for the installation of a left -turn channelization onto 31st Ave. South. It is hoped this will reduce the frequency of accidents involving southbound vehicles on Military Road stopping or slowing to make left turns onto 31st Avenue South. The project will include pedestrian facilities, illumination and advanced warning for southbound traffic. 3.0 FIELD METHODS Kim Harper and Ed Sewall marked the wetland boundaries and stream centerlines on December 3, 1992. All wetlands found within the study area were delineated. A combination of field indicators, including vegetation, soils, topography, and hydrology, were used to determine wetland edges. Each point on the wetland edge was marked with pink flagging printed with "WETLAND DELINEATION" and numbered sequentially. The same type of flagging was used to mark the centerlines of streams. Soil pits were marked with blue flagging. Flag points were subsequently surveyed by King County, with the exception of the north end of Wetland C (see Section 4.2.3). The wetlands on site were identified using the "routine onsite determination method" in the Federal Manual far Identifying and Delineating Jurisdictional Wetlands (Federal Interagency Committee for Wetland Delineation, 1989). This is the manual currently recognized by both Federal Way and King County for use in wetland determinations and delineations. These areas would also be considered wetlands using the methodology described in the Corps of Engineers Wetlands Delineation. Manual (Environmental Laboratory, 1987). Please note that professional interpretation of the wetland edge may vary depending on seasonal differences and long-term climatic conditions (i.e. drought or flood). Wetlands lying within King County are rated using the system in the King County Sensitive Areas Ordinance. All wetlands in the study area are classified using the U.S. Fish and Wildlife Service system, as detailed in Classification of Wetlands and D=water Habitats of the United States (Cowardin, et al., 1979). The 1989 Federal Manual requires the use of the three parameter approach in identifying and delineating wetlands. A wetland should support a predominance of hydrophytic vegetation, have hydnc soils and display wetland hydrology. To be considered hydrophytic vegetation, over 50 % of the dominant species in an area must have an indicator status of facultative (FAC), facultative wetland (FACW), or obligate wetland (OBL), according to the National List of Plant Species That Occur in Wetlands: Northwest (Region 9) (Reed, 1988). See Appendix A for the definition of each indicator status. A hydnc soil is "a soil that is saturated, flooded, or ponded long enough during the growing season to develop anaerobic conditions in the upper part" (Federal Interagency Committee for Wetland Delineation, 1999). Anaerobic conditions are indicated in the field by soils with low chromas (2 or less), as determined by using the Munsell Soil Color Charts; iron oxide mottles; hydrogen sulfide odor and other indicators. Wetland hydrology is defined by inundation or saturation to the surface for a length of time during the growing season. Field indicators include visual observation of soil inundation, saturation, oxidized rhizospheres, water marks on trees or other fixed objects, drift lines, etc. Under normal circumstances, indicators of all three parameters will be present in wetland areas. KC Public Works/Military Road ® 31st Ave S./Job #92-304 B-twelve Associates Inc. May 10, 1993 Page 3 4.0 OBSERVATIONS 4.1 Uplands Vegetation in the undisturbed upland areas is dominated byy a mixed coniferous/deciduous forest community comprised mainly of Douglas fir (Pseudotsuga menziesii) and red alder (Alnus rubra) trees. The understory is dominated by salmonberry (Rub spect dis), Himalayan blackberry (Rubus discolor), and sword fern (Polystichum munitum). Upland areas that have been cleared, are dominated by scotch broom (Cytisus scoparius), Himalayan blackberry and pasture grasses such as Kentucky fescue (.Festuca arundinacea). The soils in the area are mapped as Alderwood gravelly sandy loam (mapping symbol AgQ by the Soil Survey King County Area Washington (Snyder, et al., 1973) (see Exhibit C: Soils Map). The Alderwood series consists of moderately well drained upland soils. They formed in glacial deposits and are the most common soils found in King County. The upland soils we observed resemble soil profile descriptions for Alderwood loams. The soil is a very dark gray (10YR 3/2) gravelly sandy loam over a dark yellowish brown (10YR 4/4) very gravelly sandy loam. We also observed some fill soils in several upland areas. 4.2 Wetlands 4.2.1 Wetland A The area flagged as Wetland A is the northwest tip of a large wetland that includes Lake Dolloff. It is located on the north side of Military road and the east side of 31 st Avenue South, near the east end of the project in unincorporated King County (see Exhibit B-1). The wetland extends outside of the study area to the north. It is included in the King County Wetlands Inventory as Mill Creek 4 and is rated as a Class 1 wetland (see Exhibit E). The size estimate given in the inventory for the entire wetland is 27 acres. Wetland A extends to the edge of the road fill for a 100 foot long stretch along the north side of Military Road between stations 48+20 and 49+20. The wetland also abuts the edge of the fill along the east side of 31 st Avenue South starting at station 30+20 and extending to the north. A portion of this edge was delineated to clarify the location of Wetland A, although this part of the wetland lies outside of the study area for the project. Wetland A receives water from a small intermittent stream that flows northward, entering the wetland via a culvert under Military Road. The stream is in a poorly defined channel within the wetland for 70 to 80 feet where it then disperses as overland flow. The water then drains to the north through Wetland A into Lake Dolloff. The lake may also supply water to Wetland A during flood events. At the time of our site visit, we observed saturation at the soil surface throughout Wetland A. The section of Wetland A adjacent to Military Road supports a deciduous forest community dominated by red alder. The mid -canopy is dominated by red osier dogwood (Comas stolon fera). The understory is comprised of a dense growth of salmonberry with herbaceous plants such as slough sedge (Carex obnupta) and lady fern (Athyrium filix femirta) occurring in the more open patches. All of the dominant species observed in Wetland A are facultative, facultative wetland, and obligate wetland plants. The area meets the federal criteria for hydrophytic vegetation. KC Public Works/Military Road ® 31st Ave S./Job #92-304 B-twelve Associates Inc. May 10, 1993 Page 4 The entire wetland is mapped by the soil survey as being Seattle muck, a hydric soil. The soils in the Seattle series are very poorly drained organic soils. They are derived primarily from sedges and are found in depressions and valleys on the glacial till plain and in river and stream valleys. The soil observed in the area flagged as Wetland A does appear to be hydric soil but it does not resemble descriptions of the Seattle series. Digingits at the south end of Wetland A we observed black (10YR 2/1) sandy loam over a dark grayish brown (10YR 4/2) gravelly sandy loam with mottles. In soil pits dug closer to the lake, we observed a black (10YR 2/ 1) silt loam down to 8 to 10 inches below the surface over a layer of dark gray (10YR 4/1) silty clay with mottles. This difference in soil textures appears to be influenced by the erosion and deposition actions of lake waters. The soil observed in the south end of Wetland A resembles descriptions of Norma sandy loam. Small pockets of Norma soils are common to the area but more information would be necessary to make a conclusive call on soil series. This wetland is marked on maps of the National Wetlands Inventory as Palustrine Open Water/Aquatic Bed Permanently Flooded (POW/ABH) (see Exhibit D). This is based on the classification system used by the U.S. Fish and Wildlife Service (Cowardin, 1979). However, the area we flagged as Wetland A would best be classified as Palustrine Forested Broad-leaved Deciduous Seasonally Flooded (PFO1C). According to the King County Wetlands Inventory, the rest of the wetland contains three separate classes: Lacustrine Limnetic Unconsolidated Bottom Mud (L1UB3), Palustrine Unconsolidated Bottom Mud (PUB3), and Palustrine Aquatic Bed Floating -leaved (Yellow Pond Lily) (PAB4). 4.2.2 Wetland B Wetland B is located on the north side of Military Road between stations 52+10 and 52+90, just east of Interstate 5 (see Exhibit B-2). The wetland lies within the right of way for Interstate 5 and is therefore within Federal Way city limits. Wetland B is in a long narrow north -south facing swale. It lies entirely outside of the existing right of way of Military Road. The wetland extends outside of the study area to the north so the entire wetland was not delineated. The total size of the wetland appears to exceed one acre. Water enters Wetland B primarily at its south end where a partly buried culvert and the roadside ditch both drain. The culvert originates in Wetland C and passes under the road fill for Interstate 5. The water flowing east from Wetland C into Wetland B via the culvert is primarily runoff from Interstate 5. Wetland B drains to the north and also appears to drain east through a culvert under 31st Avenue South directly into Wetland A. We noted standing water in the south end of Wetland B where a shallow ditch had been dug. There was also saturation at the soil surface throughout the wetland. The portion of Wetland B that lies within the study area is dominated entirely by reed canarygrass (Phalaris arundinacea). There is a small stand of three or four red alder trees at the south end of the wetland. Reed canarygrass is listed as a facultative wetland species in the National List of Plant Species That occur in 'Wetlands. Northwest {Region (9) (Reed, 1988). The area therefore meets the federal manual criteria for hydrophytic vegetation. This portion of the wetland should be classified as Palustrine Emergent Persistent Seasonally Flooded (PEMlQ. The north end of the wetland, outside of the study area, supports a forest community dominated by red alder, salmonberry, and hardhack. This part of the wetland should be classified as Palustrine Forested Broad-leaved Deciduous Seasonally Flooded (PFO1C). KC Public Works/Military Road ® 31st Ave S./Job #92-304 B-twelve Associates Inc. May 10, 1993 Page 5 The soil in Wetland B is a very dark gray (10YR 3/1) to black (2.5Y 2/0) sandy loam. We observed no mottles in the soil profile. The area is mapped as Alderwood gravelly sandy loam but more closely resembles Norma sandy loam which is a common hydric inclusion in Alderwood soils. This area of hydric soil was probably considered too small to map as a separate mapping unit in the soil survey. 4.2.3 Wetland C Wetland C is a very small depression located just west of Interstate 5, on the north side of Military Road, at the toe of the fill that forms the freeway (see Exhibit B-3). It lies within Federal Way city limits. The wetland is adjacent to the area between road stations 56+50 and 57+30. It lies outside of the right of way of Military Road. Wetland C is a shallow basin, approximately 1,500 square feet in size, lying entirely within the study area. The entire wetland was delineated. After consulting with Kerry Bauman, a wetland ecologist from Surface Water Management Division, the wetland edge was extended approximately 30 feet further north. Unfortunately, this occurred after the surveyors had finished their work. This new edge was not surveyed because the proposed plans made it clear there would be no direct impacts to the wetland. This was approved by Kerry Bauman. Wetland C receives surface runoff from the interstate and from Military Road. A 24" concrete culvert drains the wetland to the east under the freeway, surfacing again in Wetland B. We noted saturation at the soil surface as well as oxidized rhizospheres in the soil. The vegetation in Wetland C is dominated by reed canarygrass, a facultative wetland species. The wetland class is Palustrine Emergent Persistent Seasonally Flooded (PEM1C). The soil in Wetland C is a very dark grayish brown (10YR 3/2) gravelly sandy loam with mottles (10YR 4/4) near the soil surface. 4.2.4 Wetland D and Stream A Wetland D is located on the south side of Military Road near the east end of the project between road stations 48+10 and 48+40 (see Exhibit B-1). It lies partly within the right of way of Military Road and entirely within the right of way of 32nd Avenue South (not an existing road). Wetland D is in unincorporated King County. it is a narrow wetland corridor that follows a small intermittent stream (Stream A) flowing to the north. The wetland extends to the south outside of the study area. The total size of the wetland appears to exceed one acre, however, this is an estimate as the entire wetland was not delineated. We observed saturation at the soil surface throughout most of the wetland. Wetland D supports a deciduous forest community dominated by red alder. The dominant shrub species is hardhack (Spiraea douglasir) and the dominant emergents include reed canarygrass and stinging nettle (Urtica dioica). These species are listed as facultative or facultative wetland plants, thus meeting federal manual criteria for hydrophytic vegetation. Immediately to the west of the wetland, the vegetation has been cleared for a yard and horse pasture. We suspect that the wetland broadens to the west into this horse pasture near the south end of the study area. Immediately to the east, the vegetation has been cleared for a yard and house. Wetland D has one wetland class: Palustrine Forested Broad-leaved Deciduous Seasonally Flooded (PF41C). KC Public Works/Military Road ® 31st Ave S./Job #92-304 B-twelve Associates Inc. May 10, 1993 Page 6 The soil in Wetland D appears hydric, in that it has a low chroma. It is a black (10YR 2/1) silt loam with no mottles. It is mapped as being Alderwood gravelly sandy loam which is an upland soil. We do not have enough information to categorize the hydric series to which this soil belongs. Stream A is not marked on maps of the King County Sensitive Areas Folio nor is it included in A Catalog of Washington Streams & Salmon Utilization: Puget Soured Volume (Williams, et al., 1975). From field reconnaissance, we conclude that Stream A flows out of the King County inventoried wetland known as Hylebos Creek 4. The stream flows north through Wetland D, through a culvert under Military Road, and into Wetland A. The stream disperses into overland flow through Wetland A, which drains into Lake Dolloff. The stream has been ditched and channelized through Wetland D. It is very deeply entrenched and quite narrow. The ditch was probably dug in an attempt to drain a chain of wetlands in the area. Stream maps in A Catalog of Washington Streams & Salmon Utilization. Puget Sound Volume (Williams, et al., 1975) show that the outlet stream for Lake Dolloff has impassable barriers to fish migration. We conclude from this that Stream A does not support anadromous fish populations as they do not appear able to enter Lake Dolloff. As the stream is intermittent, it could provide only seasonal habitat for resident trout swimming up from Lake Dolloff, however the lack of a defined channel through much of Wetland A would rt kesignificante s eac ss difficult throughout most of the year. It is doubtful that this stream supp y salmonid populations. 4.2.5 Wetland E Wetland E lies on the south side of Military Road, just east of the freeway in a north -south facing swale (see Exhibit B-2). The wetland lies within the right of way of Interstate 5 and so is within Federal Way city limits. The wetland extends to the south outside of the study area and lies between road stations 51+60 and 52+30. It is entirely outside of the right of way of Military Road. Wetland E appears to be less than one acre in size. The entire wetland was not delineated. The swale slopes gently toward the north. It receives runoff from the freeway, and possibly from the roadside ditch along Military Road. During our site visit we observed saturation at the soil surface and shallowly eroded drainage channels. The wetland drains to the north into the ditch along Military Road. Wetland E is vegetated by a deciduous forest community dominated by red alder trees. The understory is a dense thicket of salmonberry. The dominant emergent l ant that are during common the winter months is creeping buttercup (Ranunculus repents). p in the wetland include hardhack, read canarygrass, creeping blackberry (Rubus ursinus), large - leaf avens (Geum macrophyllum), and sword fern. All the dominant species in Wetland E are facultative or facultative wetland plants. Wetland E has one wetland class: Palustrine Forested Broad -leaned Deciduous Seasonally Flooded (PFa1C). It is not included in the King County or National Wetlands Inventories. The soil in Wetland E is a black (10YR 2/ 1) sandy loam down to 12 inches below the surface over a layer of dark gray (IOYR 4/ 1) gravelly sandy loam. The low chroma indicates prolonged soil saturation during the growing season. The area is mapped as having Alderwood soils but it appears that this is an inclusion of hydric soil that is too small to have been mapped by the soil survey. The soil may belong to the Norma series but we have too little information to draw that conclusion with any certainty. KC Public Works/Military Road ® 31st Ave S./Job #92-304 B-twelve Associates Inc. May 10, 1993 Page 7 5.0 WETLAND FUNCTIONS/VALUES The area flagged as Wetland A is just the tip of a large complex wetland system that includes a large area of open water, a stream, and a forested plant community. It has high value for wildlife habitat in that it is large, has a significant expanse of open water and provides a diversity of habitat niches. The forest communities provide goad cover, abundant food sources for both birds and large and small mammals, and bird perching and nesting habitat. The open water of the lake and the emergent vegetation in the shallows around its edge attract waterfowl and migratory buds. The system also provides a significant amount of stormwater storage because it is large and is located relatively high in the watershed. The vegetation at the edge of the open water area provides a significant amount of protection from erosion for the lake shoreline. The lake is valued by local residents for recreation tWeflandts esthetic qualities. There appears to be little groundwater exchange taking place Wetland B includes a forested component with a moderate degree of plant diversity and vegetation structure. It is of low to moderate value in providing wildlife habitat. Wetland B provides a small amount of stormwater detention and is of moderate value in improving the quality of the road runoff filtering through it. Weiland B appears to be underlain by low permeability strata and therefore has little value in groundwater exchange. The forested portion of Wetland B is aesthetically pleasing but the wetland is of low value for educational or recreational opportunities. Wetland C is a small depression that has little diversity and little structure to the plans community: The tall grasses may provide some cover for small mammals and certain birds. Wetland C is of low value for stormwater retention and probably contributes little to improving water quality because of its small size. It is a perched wetland over low permeability strata and so has little groundwater exchange. The wetland is of low value in providing open space, educational, recreational or cultural opportunities. The main value of Wetland D is that it provides a vegetated buffer for the stream flowing through it. The vegetation provides cover and food for any fish that may use the stream and helps to control water temperature by providing shade. Perching birds and small mammals are probably the main wildlife that would utilize this wetland. It is so narrow that, despite being forested, it is of low value in providing wildlife habitat. The stream/wetland complex may provide a corridor for movement of wildlife through the area. The wetland appears to provide very little stormwater detention. The emergent vegetation probably provides a small amount of biofiltration and water quality improvement of the runoff flowing into the wetland from surrounding lawns and pastures. The wetland provides little groundwater exchange and is of low value in terms of recreation and education. Wetland E is not large and does not have a high degree of diversity in its forest community. It appears to be of low value in providing habitat for birds and small mammals. The density of the vegetation provides some attenuation of the freeway noise for both wildlife and residential neighbors of the wetland. Because of its slope, it appears to provide little stormwater storage. Wetland E is of low value in improving the water quality of the runoff from the interstate due to the small size of the wetland e an and ex hange and �re�re�at vnal v education opportunities. annels. The d is of low value in terms v groundwater KC Public Works/Military Road ® 31st Ave S./Job #92-304 B-twelve Associates Inc. May 10, 1993 Page 8 6.0 REGULATIONS At the federal level, wetland filling is regulated by Section 404 of the Clean Water Act. Provisions of this act are enforced by the Army Corps of Engineers which serves as the permitting entity. The Nationwide Permit (NWP) 26 applies to filling activities in hydrologically isolated wetlands or wetlands that are adjacent to streams with average annual flows not exceeding 5 cubic feet per second (efs). The filled wetland area may not exceed two acres under NWP 26. Nationwide Permit 14 applies to filling wetlands to construct road crossings. It is limited to projects for which the road length within the wetland does not exceed 200 linear feet and the amount of fill in the wetland does not exceed 1/10 acre (4,356 square feet). Other nationwide permits may apply. The filling of wetlands is rarely authorized under nationwide permits in documented habitat for state listed endangered, threatened, or sensitive animal species. Individual permits are required when filling is proposed in wetlands that are not considered hydrologically isolated or when the proposed fill exceeds the limits of the nationwide permit. The process for obtaining individual permits is much more cosily and lengthy than that for nationwide permits. The Army Corps of Engineers should be consulted whenever wetland filling is proposed. Wetland E is the only wetland within the study area that could be considered hydrologically isolated. The other four wetlands may be considered adjacent to Lake Dolloff. However, the lake is viewed by the Carps as being part of the headwaters of the creek that drains it. As such, these wetlands appear to meet the conditions under which a nationwide permit would apply. However, final determinations on such calls will be made by Army Corps of Engineers personnel. At the local level, wetlands are regulated under the authority of the King County Sensitive Areas Ordinance (SAO) and Chapter 80 of the Federal Way Zoning Code. The King County SAO establishes a system for rating wetlands and setting appropriate buffer widths. Class 1 wetlands are typically assigned 100 foot buffers, Class 2 wetlands receive 50 foot buffers, and Class 3 wetlands are assigned 25 foot wide buffers. Class 1 streams and Class 2 streams with salmonid use receive 100 foot buffers. Class 2 streams (perennial) with no salmonid use receive 50 foot buffers and Class 3 streams (intermittent) are typically assigned 25 foot wide buffers. Buffer areas are to remain undisturbed, with the native vegetation intact. In addition to the buffer area, a building setback area of 15 feet is measured from the edge of the buffer. When altering wetlands, streams, and/or buffers within unincorporated King County, a Variance or a Public Agency & Utility Exception from the Sensitive Areas Ordinance is typically required. Applicants will be required to submit wetland and stream mitigation plans when the proposed project involves degradation of sensitive areas. The SAO requires that Class 1 and 2 wetlands be replaced or enhanced at a 2:1 replacement ratio; the ratio is 1:1 for Class 3 wetlands. No minimum acreage replacement ratios have been developed for mitigation for buffer encroachment, however mitigation for such impacts is typically required. The Federal Way Zoning Code does not rate wetlands but assigns a 100 foot buffer to all regulated wetlands. Regulated wetlands are defined by the Federal Way code as "those areas that are inundated or saturated by surface or groundwater at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions". The code goes on to state that the 1989 Federal Manual should be used to determine the areas that fit this definition. To alter regulated wetlands or their buffers in Federal Way, applicants must apply for a modification or waiver of Chapter 80 of the zoning code. Minimum acreage replacement ratios vary with the KC Public Works/Military Road @ 31st Ave S./Job /l92-304 B-twelve Associates Inc. May 10, 1993 Page 9 type of vegetation dominating the wetland. For forested wetlands the minimum restoration, creation, or enhancement ratio is 3:1, for scrub -shrub wetlands it is 2:1, and for emergent wetlands the minimum replacement ratio is 1.5:1. Mitigation is required for impacts to wetland buffers, as well as to the wetlands themselves. The east border of the City of Federal Way in this area coincides with the east edge of the right of way for Interstate 5. Wetland A and D, therefore, lie within unincorporated King County. Wetland A has been rated by the King County Wetlands inventory as a Class 1 wetland due to its size, the number of wetland classes and the extent of open water. Wetland A will receive a 100 foot wide buffer. Wetland D should be rated as a Class 2 wetland because it supports a forested class. This wetland should be assigned a 50 foot wide buffer. The stream flowing through Wetland D should be rated as a Class 3 stream based on the fact that it is intermittent a 5 footbuffer oes not unless ux�ther resto earch indirt cates salmv d useonid use. The in the strm will peam.ably be assigned Wetlands B, C, and E are located in the City of Federal Way. These are regulated wetlands, according to the Federal Way Zoning Code, and will probably be assigned 100 foot wide buffers. 7.0 POTENTIAL EMPACTS TO WETLAND AND BUFFER AREA The proposed plans for this project indicate that no direct alterations to the wetlands or their buffers are expected. Retaining walls will be used to avoid extending the toe of the road fill. Using this method, we do not expect there to be any permanent encroachment into wetland or buffer areas but some temporary disturbance may occur during construction of the retaining walls. The construction may involve disturbance of forested communities along the roadside in Wetlands A and E. Some trees may be cleared, however, at this time it is not possible to determine the number of trees or the extent of clearing that will be necessary to construct retaining wails. in Wetlands B, C, and D, some disturbance of emergent vegetation may occur during construction. The majority of the disturbance will occur in buffer that lies within the maintained road right of way of Military Road. The vegetation is regularly disturbed by King County road maintenance crews. Therefore, these areas provide virtually no buffer functions for the wetland. Traffic flows are not expected to increase as a result of installing the traffic signal. However, the amount of impervious surface area adjacent to the wetlands will increase when the road is widened to accommodate the turn lane. This may result in a slight increase in volume of road runoff entering the stream and wetlands and some degradation in water quality. A biofiitration swale will be constructed to treat road runoff from the western one -quarter of the project. Potential impacts to the wetlands and buffers during the construction phase include increased sediment deposition in the wetlands and increased noise disturbance to wildlife. 8.0 CONCEPTUAL NRTIGATION Weiland or buffer areas that are temporarily disturbed during construction will be restored by planting native tree and shrub species appropriate to the disturbed areas and by hydroseeding where necessary. Sediment deposition related to construction can be mitigated by using properly installed siltation fencing, mulching exposed areas, and conducting construction KC Public Works/Military Road 0 31st Ave S./Job #92-304 B-twelve Associates Inc. May 10, 1993 Page 10 during drier months. As there will be no new permanent encroachment into the wetlands or buffers, we do not believe any further mitigation should be required. If you have any questions regarding this report, please call us at 859-0515. B-twelve Associates, Inc. Kim Harper Wetland Biologist file 92304-WA KC Public Works/Military Road ® 31st Ave. S./Job #92-304 B-twelve Associates Inc. May 10, 1993 Page 11 - References REFERENCES Cowardin, L., V. Carter, F. Golet, and E. LaRoe. 1979. Classification of Wetlands and Deepwater Habitats of the United States. U.S. Fish and Wildlife Service, FWS/OBS-79-31, Washington, D. C. Environmental Laboratory. 1987. Corps of Engineers Wetlands Delineation Manual, Technical Report Y-87-1. U. S. Army Corps of Engineers Waterways Experiment Station, Vicksburg, Mississippi. Federal Interagency Committee for Wetland Delineation. 1989. Federal Manual for Identifying and Delineating Jurisdictional Wetlands. U.S. Army Corps of Engineers, U. S. Environmental Protection Agency, U.S. Fish and Wildlife Service, and U.S.D.A. Soil Conservation Service, Washington, D.C. (Cooperative technical publication). Federal Way. 1992. "Environmentally Sensitive Areas." Chapter 80, Federal Way Zoning Code. Hitchcock, C. and A. Cronquist. 1976. Flora of the Pacific Northwest. University of Washington Press, Seattle, Washington. King County Council, 1990. Sensitive Areas Ordinance, Ordinance No. 9614. King County, Washington, 9/10/90. King County Planning Division. 1983. King County Wetlands Inventory Notebook, Vols. 1- 3. King County Courthouse, Seattle, Washington. Munsell Color. 1988. Munsell Soil Color Charts. Kollmorgen Instruments Corp., Baltimore, Maryland. National Technical Committee for Hydric Soils. 1991. Hydric Soils of the United States. USDA Misc. Publ. No. 1491. Reed, P., Jr. 1988. National List of Plant Species that Occur in Wetlands: Northwest (Region 9). 1988. U. S. Fish and Wildlife Service, Inland Freshwater Ecology Section, St. Petersburg, Florida. Snyder, D., P.. Gale, and R. Pringle. 1973. Soil Survey King County Area Washington. U.S.D.A., Soil Conservation Service, Washington, D.C. U.S.D.A. Soil Conservation Service. 1988. Soil Taxonomy. Robert E. Krieger Publishing Company, Malabar, Florida. Williams, R.W, Laramie, R.M. and J.J. Ames. 1975. A Catalog of Washington Streams and Salmon Utilization., Vol I, Puget Sound Region. WA. Dept. of Fisheries, Olympia, Washington. KC Public Works/Military Road ® 31st Ave. S./Jobl/92-304 B-twelve Associates Inc. May 10, 1993 Page 12 APPENDIX A: PLANT LISTS Indicator Cate oriel Obligate Wetiand OBL . Occur almost always (estimated probability > 99 %) under natural conditions in wetlands. Facultative Wetland (FACMD, Usually occur in wetlands (estimated probability 67%-99%), but occasionally found in nonwetlands. Facultative AC . Equally likely to occur in wetlands or nonwetlands (estimated probability 34 %-66 %). Facultative U land ACU . Usually occur in nonwetlands(estimated probability 67%-99%), but occasionally found in wetlands (1 %-33 %). Not Listed Q . Do not appear on the list. Usually upland plants, or groups of plants (e.g. mosses) not included on the list. Ni.. Appear on the list, but have not been assigned an indicator status. + More frequently found in wetlands. - Less frequently found in wetlands. Trees Shrubs Alnus rubra Populus balsamifera Thuja plicata Acer circinatum Cornus stolonifera Pyrus fusca Rubus discolor Rubus laciniatus Rubus spectabilis Spiraea douglasii PLANTS OBSERVED IN WETLANDS AT MMITARY ROAD Indicator Status Red Alder FAC Black Cottonwood FAC Western Red Cedar FAC Vine Maple FACU+ Red -osier Dogwood FACW Wild Crabapple FAC+ Himalayan Blackberry FACU- Evergreen Blackberry FACU+ SaI nionberry FAC Hardhack FACW KC Public Works/Military Road ® 31st Ave. S./Job#92-304 B-twelve Associates Inc. May 10, 1993 Page 13 Herbs Lysichitum americanum Skunk Cabbage Oenanthe sarmentosa Water Parsley Ranunculus repens Creeping Buttercup Rumex crispus Curly Dock Tolmiea menziesii Piggy -back Plant Urtica dioica Stinging Nettle Sed =es/Rwshes/Grasses/Ferns Trees Shrubs Agrostis albs Redtop Bentgrass Adgrium filix femina Lady Fern Carex obnupta Slough Sedge Equisetum arvense Field Horsetail Juncus egusus Soft Rush Phalaris arundinacea Reed Canary Grass Polystichum munitum Sword Fern PLANTS OBSERVED INUPLAND AREAS AT MILITARY ROAD Acer macrophyllum Alnus rubra Populus balsamifera Pseudotsuga menziesii Thuja plicata Tsuga iieteropisylla Big Leaf Maple Red Alder Black Cottonwood Douglas Fir Western Red Cedar Western Hemlock OBL OBL FACW FACW FAC FAC+ FACW FAC OBL FAC FACW + FACW NL Indicator Status FACU FAC FAC NL FAC FACU- Acer circinatum Vine Maple FACU+ Berberis nervosa Cascade Oregongrape NL Cornus stolonifera Red -osier Dogwood FACW Cytisus scoparius Broom NL Gaultheria shallon Salal N' Oemleria eerasiformis Indian Plum NL Rubus discolor Himalayan Blackberry FACU- Rubus laciniatus Evergreen Blackberry FACU+ Rubus spectabilis Salmonherry FAC RC Public WorkslMilitary B-twelve Associates Inc. Road 031st Ave. S./Jobi{92_304 May 14, 1993 Page 14 Sambucus racemosa Spiraea douglasii Red Elderberry Hardback FACU Herbs FACW Orsium spp, Ranunculus repens Thistle Rumex crispus Creeping BuMrcup --- Tnlmlea menziesii Curly Dock FACW Trffolium spp. Piggyback Planet FACW Urtica dloica CIover FAC Stinging Nettle Sed es usheslG �e FAC+ Agrostis spp, Athyrium f & femina Bentgrass Equisetum arvense Lady fern -`- Festuca arundinacea Field Horsetail FAC Phalaris arundi►tacea Kentucky Fescue FAC Polystichum munitunr Reed Canary Grass FACU- Preridiwn aquilinwn Sword Fern FACW Bracken Fern NL FACU KC Public Works/Military Road ® 31st Ave. S./Job#92-304 B-twelve Associates Inc. May 10, 1993 Page 15 APPENDIX B: ANIMAL LISTS BIRDS OBSERVED OR EXPECTED AT MILITARY ROAD PODICIPEDIDAE: Pied -billed Grebe Podilymbus podiceps Western Grebe Aechmophorus occidentalis ARDEIDAE: Green Heron Butorides striatus ANATIDAE: Ringed Neck Duck Aythya callaris Canvas Back Aythya valisneria Lesser Scaup Aythya a(jinis Harlequin Duck Histrionicus histrionicus Ruddy Duck Oxyura jamaicensis Hooded Merganser Lophodytes cucullatus Common Merganser Mergus merganser Redbreasted Merganser Mergus serrator Canada Goose Branta canadensis Mallard Anas platyrynchos Gadwall Anas strepara Pintail Anus acuta Green -winged Teal Anas carolinensis European Widgeon Anas penelope American Widgeon Anas americana Wood Duck Aix sponsa ACCIPITRADAE: Sharp -shinned Hawk Accipiter striatus Cooper's Hawk Accipiter cooperii Northern Goshawk Accipiter gentilis Red-tailed Hawk Buteo jamaicensis Swainson's Hawk Buteo swainsoni Marsh Hawk Circus cyancus PANDIONIDAE: Osprey Pandion haliaetus FALCONIDAE: Merlin Falco columbarius TETRAONIDAE: Ruffed Grouse Bonasa umbellus Blue Grouse 4endragapus obscurus PHASIANIDAE: California Quail Lophortyx californicus Ring -Necked Pheasant Phasianus colchicus RALLIDAE: Virginia Rail Rallus limicola Yellow Rail Coturnicops noveboracensis American Coot Fulica americana KC Public Works/Military Road ® 31st Ave. S./Job#92-304 B-twelve Associates Inc. May 10, 1993 Page 16 CHARADRIIDAE: Killdeer Charadrius vociferus LARIDAE: Herring Gull Larus argentatus Thayer's Gull Larus thayeri Bonaparte's Gull Larus minutis COLUMBIDAE: Band -tailed Pigeon Columba fasciata Mourning Dove Zenaidura macroura STRIGIDAE: Western Screech Owl Otus asio Great Horned Owl Bubo virginanus Northern Pygmy Owl Glaucidium gnoma Barred Owl Strix varia Northern Saw -whet Owl Aegolius acadicus Barn Owl Tyto alba Flammulated Owl Otus flammeolus Short Eared Owl Asio flammeus APODIDAE: Vaux's Swift Chaetura vauxi Black Swift Cypseloides niger TROCHILIDAE: Calliope Hummingbird Stellula calliope Black -chinned Hummingbird Archilochus alexandri Rufous Hummingbird Selasphorus rufus ALCEDIAIIDAE: Belted Kingfisher Megaceryle alcyon PICIDAE: Red -breasted Sapsucker Sphyrapicus varius Williamson's Sapsucker Sphyrapicus thyroides Hairy Woodpecker Picoides villosus Northern Flicker Colaptes auratus Pileated Woodpecker Dryocopus pileatus Downy Woodpecker Picoides pubescens TYRANNIDAE: Olive -sided Flycatcher Nuttallornis borealis Western Wood -pewee Contopus sordidulus Hammond's Flycatcher Empidonax hammondii Western Flycatcher Empidonax dtfficilis HIRUNDWIDAE: Violet -green Swallow Tachycinata thalassina Tree Swallow Iridoprocne bicolor Barn Swallow Hirundo rustrea CORVIDAE: Gray Jay Perisoreus canadensis Stellar's Jay Cyanocitta stelleri Clark's Nutcracker Nuc fraga columbiana Common Raven Corvus brachyrhynchos Crow Corvus caurinus PARIDAE: Black -capped Chickadee Parus atricapillus KC Public Works/Military Road ® 31st Ave. S./Job#92-304 B-twelve Associates Inc. May 10, 1993 Page 17 Mountain Chickadee Parus gambeli Chestnut backed Chickadee Parus rufescens Common Bushtit Psaltriparus minimus SITTIDAE: Red breasted Nuthatch Sitta canadensis CERTHIIDAE: Brown Creeper Certhia familiaris TROGLODYTIDAE: Long -billed Marsh Wren Telmatodytes palustris Winter Wren Troglodytes troglodytes House Wren Troglodytes addon Bewick's Wren Thryothorus ludovicianus TURDIDAE: Mountain Bluebird Sialia currucoides Townsend's Solitaire Myadestes townsendi Swainson's Thrush Catharus ustalatus Hermit Thrush Catharus guttatus American Robin Turdus migratorius Varied Thrush Ixoreus naevius SYLVI DAE: Golden -crowned Kinglet Regulus satrapa Ruby -crowned Kinglet Regulus calendula BOMBYCILLIDAE: Bohemian Waxwing Bombycilla garrulus Cedar Waxwing Bombycilla cedrorum STURNIDAE: European Starling Sturnus vulgarus VIREONIDAE: Solitary Vireo Vireo solitarius Hutton's Vireo Vireo huttoni Warbling Vireo Vireo gilvis PARULIDAE: Yellow-rumped Warbler Dendroica coronata Black -throated Gray Warbler Dendroica negrescens Townsend's Warbler Dendroica townsendi Hermit Warber Dendroica occidentalis MacGillivray's Warbler Oporornis tolmiei PLOCEIDAE: House Sparrow Passer domestieus ICTERIDAE: Brown -headed Cowbird Molothrus ater Red -winged Blackbird Agelaius phoeniceus Yellow -headed Blackbird Xanthocephalus xanthocephalus THRAUPIDAE: Western Tanager Piranga ludoviciana FRINGILLIDAE: Pine Grosbeak Pinicola enucleator Cassin's Finch Carpoolacus cassinii Red Crossbill Loxia curvirostra Pine Siskin Carduelis plus KC Public Works/Military Road ® 31st Ave. S./Job#92-304 B-twelve Associates Inc. May 10, 1993 Page 18 Evening Grosbeak House Finch American Gold Finch Savannah Sparrow White Crowned Sparrow Lincoln Sparrow Chipping Sparrow Fox Sparrow Song Sparrow Dark -eyed Junco Hesperiphona vespertina Carpodacus mexicanus Spinis tristis Passerculus sandwichensis Zonotrichia albicollis Melospiza lincolnii Spizella passerina Passerella iliaca Melospiza melodia Junco hyemalis MAMMALS OBSERVED OR EXPECTED AT MILITARY ROAD INSECTIVORES: Masked Shrew Vagrant Shrew Dusky Shrew Pacific Water Shrew Pacific Mole BATS: Little Brown Myotis California Myotis Yuma Myotis Hairy -winged Myotis Silver -haired Bat Hoary Bat Big Brown Bat LAGOMORPHS: Snowshoe Hare Eastern Cottontail RODENTS: Porcupine Mountain Beaver Townsend's Chipmunk Red Squirrel Chickaree Northern Flying Squirrel Deer Mouse Gapper Red -backed Mouse Norway Rat Black Rat House Mouse Pacific Jumping Mouse Bushy -tailed Wood Rat Long-tailed meadow mouse Sorex cinereus Sorex vagrans Sorex obscurus Sorex bendirii Scapanus orarius Myotis lucifugus Myotis californicus Myotis yumanensis Myotis volans Lasionycteris noctivagans Lasiurus cinereus Eptesicus fuscus Lepus americanus Sylvilagus floridanus Grethizion dorsatum Aplodontia rufa Eutamius townsendii Tamiascurus hudsonicus Tamiasciurus douglasii Glaucomys sabrinus Peromyscus maniculatus Clethrionomys gapperi Rattus norvegicus Rams rattus Mus musculus Zapus trinotatus Neotoma cinera Microtus longicaudus CARNIVORES: Raccoon Procyon lotor Short -tail Weasel Mustela erminea KC Public Works/Military Road ® 31st Ave. S./Job#92-304 B-twelve Associates Inc. May 10, 1993 Page 19 UNGULATES: Long -tail Weasel Spotted Skunk Striped Skunk Black -tailed Deer Mustela frenata Spilogale putorius Mephitis mephitus Odocoileus hemionus REPTILES, AMPHIBIANS, AND FISH OBSERVED OR EXPECTED MILITARY ROAD SNAKES: Common Garter Snake Western Garter Snake Western Terrestrial Garter Snake LIZARDS: FROGS AND TOADS: SALAMANDERS: Northern Alligator Lizard Western Toad Pacific Tree Frog Red -legged Frog Bullfrog Pacific Giant Salamander Northwestern Salamander Long -toed Salamander Rough -skinned Newt Ensatina Red -backed Salamander Thamnophis sirtalis Thamnophis ordinoides Thamnophis elegans Elgaria coerulea Bufo boreas Hyla regilla Rana aurora Rana catesbiana Dicamptodon ensatus Ambystoma gracile Ambystoma macrodactylum Taricha granulosa Ensatina eschscholtzi Plethodon vehiculum FISH: Cutthroat Trout Salmo clarki Rainbow Trout Salmo gairdneri EXHIBIT A: Vicinity MaD Reproduced with permission granted by THOMAS BROS. MAPS. This map is copyrighted by THOMAS BROS. MAPS. It is unlawful to copy or reproduce all or any part thereof, whether for personal use or resale, without permission. B-twelve Associates, Inc. Ecological Systems Design & Management 521 South Washington Ave. - Kent, WA 98032 Job No.: q2-30V Date: /! 3 Military Road at 31 Ave. S. Drawn By: _Xj/- Checked By: CIP 500492 Revised: Scale: �.2 k rr.NVEL 0- 49�� 0, i �rL 0 1j, X1 X A3 N vFTLAND D C44W.2 j 3 2 N D AVE. ELA�.D A WT CLASS I WaY Ne. EX:VIRG R'-ff '9K STRENA -A _j 30, PO 7 P T- STk 17 - 7.4 'U CONSTRUCT 5�.NFORC TH S-T Pie N-V- k AND GUAR SURVEY CENTERLINE DOUBLE YELLOW CENTER STRIPE (TYP) CONSTRUCTION CENTERLINE 2 6 CL CURVE DATA: L L 687-60 if R = 716.20 D = 87 37 Jp MIDWAY SUBUReAlq TRACTS vu- 38. P. 4D s LAS, CLI rv-1p. 4:r LULCED � A.,PH.".LT FARRELL'S LK. DOLLOFF TRS ASPHALT YO(- 84. P. 9-4 DRYVENiAy 248250 EDGE STRIPE (TYP) ti Er EXHIBIT B-1 Site Ma WCTLAO 6PC-,F-S -XUA16ATC-D Sy 3TUQ.V6 AS5001AT�5 - -FM&5 s(wo 6y P-14/9 Msc- WAP P&OW gyelA wramffi A - 100 -FEET W&TLAAlb .0 - 5'0 'FEET STrb" A — -2S 4E-Cr 0 SCALE: 1" Ecological Systems Design.& Management 521 South Washington Ave. - Kent, WA 99032 Military Road at 31st Ave. S. CIP 500492 Job No.: 12-30 Date: /103 BEGIN PROJECT STA 45+00--.ex Drawn By: Checked By: IAAXCH E)USTING STWPING W411 BEGIN DOUBLE yEUow CENTER STRIPE Revised: By: BEGIN TAPER SURVEY CENTERLINE CONSTRUCTION CENTERLINE END DITCH CONSTRUCTION STA 51 +70 STA 51 +60 `e BEGIN LM TURN POCKET YL x! C4445S a BEGIN C04ZE STA[PE ,n BEGIN DOUBLE YELLOW STFi O- x- i r �r z C� 1-5 RIGHT OF WAY LINE FEDE WAY CITY UJ►tjTy {' �'��` i '�• r A.C. STA. 51 +07+07(MnLITAR74 j r EQUALS s ' STA_ 2E+43.00(31ST AVE.) SET PK NNL END TAPER STA 511+00 558 START DITCH CONSTRUCTION STA 50+60 315T 4'I_. S i+ . (ONLY TREES INSIDE THE RIGHT—OF—WAY SHALL BE CLEARED AND GRUBBED.) _ CJ�-..__y r •sr 7 �F - aR,rrti+� GRAVEL Cff.=_l7AT Six//]T00,�, t I EXHIBIT B-2 Site Ma 117Ag_D ,cDOC-s Dat N6ATF•D BY g-7u MVE A55'OC,07ES -CIAGS SU► &W--D BY YJA6 C61'NTY' ,9aSE NAP >OOOVL .D ,SY 4AJG CO&WrY' AND BEAM GUARD RAIL �VrEr f T r WETt.ANP A — 100 rrEr f {`•`•' 'r ' r ''� F µI�iLAND B — SO EE?' Vi WfiTUO E — SO fEFr ;�� f: •. �1,� = -•- u--- •----z--"•- ---- - 5QUED 'AI E rE'4�_ �. CIASS a—s, CL CURVE DATA: Q= 31'35'00" L = 314.90' R = 571.26' r '_5 +' r NEAT -LINE CUT O FOG LINE AND µ'<� o` CONST. WIDENING AND OVERLAY 13 t r�•, USING STRUCTURAL SECTION FOR `( C ROADWAY SECTIONS A AND B. WA F S SET G NbdL _ 3 JL?--- ----- -- - - - -`-"f-•.EL_s`riuLCER_--- _^.._.._I.c_.� 5t S - -- --`• .JsC?i_ fCr_�?_. ..UNEy .__...--_-•-__..__ -^ eO;;ENam,-__ __---_•- - e ':r+r'' -r'�- -�_ _-._ ❑ �' END DOUBLE YELLOW CE, ��l -' ` _ - - - - - C f O(�I O ry J p 'f •_,�PPk10XlM SCALE 1 11 _ 4 0' . — .r CONSTRUCT REINFORCED. EARTH 3 EVERGREEN TREES TO BE I REMOVED. f r f HLIC•.E� � 4'r ''r � I ' r � 2 r Z 3 J, ct) � r��1tJ Fr e• ! � � � N 4,9.1,00 f r'• `i�JUSE MLL 30 LAKE DOLLOFF TRACTS VOL. 31) PP. 1-2 401320 CONSTRUCT REINF• EARTH WALL 4i .4 o .kz Erv� yF :vo.TER _ WETL40 A G6A55 1 A B-twelve Associates, Inc. Ecological Systems Design & Management 521 South Washington Ave. - Kent, WA 98032 Military Road at 31st Ave. S. 1 CIP 500492 J Job No.: ,2-3014 Date: fA 1, 113 Drawn By: KY- Checked By: Revised: By: 1-5 RIGHT OF WAY (300' WIDTH) 00 Q. G END OF PROJECT STA 57+00 END LEFT TURN TAPER END DOUBLE YELLOW CENTER STRIPE MATCH EXISTING STRIPING i-5 RIGHir OF FWAY . LIME ',• , Gs R/WCNI` i ref /r: ff `• r� f r� i� r fr f� r� r ' r CON (54+ CONSTRUCT SOE 2 "sa+ID CONSTRUCT__R£INF. EARTH WALL .0 BLkM GUARO RAIL WEST I-0 4F •'�c `j�,I�7i,AlUi� B X �!��N�Y - 4fr iai �r . ,"•' � Yr, i4A*'4.c 'P T. ST SET A PK N! �j .s rrriF� 4 A } ]i! ` 1 R/W yLINE ��uLJ C 501-1D EDGE rHOW3 sv>e wD ponoo DA5HEb frD" DELI►EA s'ED BUT NOT SIVOEYED EDGE STRIPE(TYP) `^--^ SURVEY CENTERU14E CONSTRUCTK)N CENTERUNE DOUBLE YELLOW CENTER STRIPE (TYP) CONST. 60 L.F. OF BEAM GUARD RAIL ;54+90. 2BRT. - 55+50. 24' RT.) 5T. 150 L.F. OF EXTR. AS-. CONC. CURB 75. 27, RT. - 56+25. 21- RT.) CL CURVE DATA, A s 37.10.00' L ■ 714.58' R - 716.20' EXHIBIT B-3 Site Ma wEnAo Ebc-.r--5 mdAG rrt--D Ry Is = TWELvE ASS OaXrle5 . - P AGS SURV'Icvb By KING COrJNrY ,9A. E MAP PkO d 00 gy 4//#& GONITY, BUFFERS! WE- MANb R - 5-0 FEET 6A1Et'C.AAlb G - 100F6E`r V f SCALE: 1" =40' dkB-twelve Associates, Inc. Ecological Systems Design & Management 521 South Washington Ave. Kent, WA 98032 EXHIBIT C: Soils Ma SYMBOL NAME A90 Ald•r..eed 9re.•Ily -My 1— 01e 6 mrc•n1 ,lep, A9C Ald•r...d 91-11y -Mr 1—. 6le 15 p•rc•nr ,lem, A9D AId•r-eed 9ro.•II, "Mr Imn, IS 1e 00 mrc •nl slam, A4F Ald«— MeM KN.Pp .elh,..ry.1«P B•C B.D B=,r• 9r•n•Ily .end, Imn, 61e IS P•m•m ,lee.. 11 1,.9n-•Ily.eM, Imn. IS. 30,- , 1— n Base Map per Soil Survey for King P•F ►DN 0•e,.,l,.9n.•11, ,erdy l...�, /0 •+75I..r.`^, m, B.IIIrg4en cell Imn County Area Washington" (Snyder et al. ►B ►B" B 1.PN ,II11mn 0"e 41•, ,Ih Imn 1973). E. Eml., .III ImT Ed Edq•—k4 Iw ":dy Im- E"B E••..1r 9.—:• y .Pndy lmn4 01, 5 mm-1 .IP E•C E•mn 9.e.d ly ,Prd, Imn, S Ie IS P..c.n1 ,lap•, E"D En•r•11 9.e.•I1y ,erdy Imn. 151e ]0 p«c.n• .lap., InA IMiero4 Imn, I.- Bard, 01e prc•n1 .lam. InC Indlemb Imrn, Ilm .erd, 1e IS p•rcml .lap•. InD IM-1. Imn, Iln• .md, IS 1. JO qrc •nl , leml KPD KIr,eP ,Ih Imn, Ile! p•rc•nr ,lap, KpC K.I,ee ,IN Imn, 0 1e IS mrc•nI ,leer NORTH KPD K.I.— Oh lmn, IS 1, JO Pwc•nr, lap, N.0 N•Ihm .ery V... lly Imny .-1. 7 ro 15 e•rc•nl rlm•r N. N—.end' I mn _ O. bldle; Ih Imn ►A. A'9• IIIy cby Imn W M R„e�4.e Iln• , Iep R N Imn n RN a.4 S—I. B-twelve Associates, Inc. ►$n Si. ke1 —6 —1k Tu4"11e^"4Lit— Ecological Systems Design & Management b. W.H. l lmn 521 South Washington Ave. Kent, WA 98032 Job No.: 92-30Y Date: 11 Military Road at 31 Ave. S. Drawn By: 914- Checked By: '[ -= CIP 500492 Revised: Scale: 2MV NORTH 411ro EXHIBIT D : National Wetlands Inventory Map '�ia�w�a�• i �; Base map per.U.S. Fish and Wildlife Service National Wetland Inventory B-twelve Associates, Inc. st Ecological Systems Design & Management 521 South Washington Ave. Kent, WA 98032 Job No.: 92.-30Y Date: ql 93 Drawn By: �L,f- Checked By: Military Road at 31 Ave. S. Revised: Scale: I t 2Oao' CIP 500492 EXHIBIT E: King County Wetland Inventory a �, wIY� •� Ml�� Photo Date: 05/01/80 WETLAND: Mill Creek 4 LOCATION (S,T,R): NW 10, 21N, 4E NE -NE 9, 21N, 4E ACREAGE: 27.0 CLASSIFICATION: Inventory Date: 08/2-5/81 N < COMMUNITY PLAN AREA: Federal Way BASIN OR DRAINAGE: Green River SENSITIVE AREA MAP#: 6 Fish & Wildlife Service Common Name L1UB3 Lacustrine Limnetic Open Water Unconsolidated Bottom Mud PUB3 Palustrine Unconsolidated Open Water Bottom Mud PAB4 Palustrine Aquatic Bed Floating- Open Water leaved (Yellow Pond Lily) Scale: I" =1000' NOTE: Welland boundaries shown arc approximate. Furlhcr field studies are r!eccssary tr_, confirm the actual dCIML-Jti1111 ,.; the wetland according to the Federal Ifo uralj;;, Irs:-rti;iing and D�lureatingJurisdi ti?r,al' Military Road at 31 st Ave. S . CIP 500492 EXHIBIT E: King County Wetland Inventory (Page 2) Mill Creek 4 OBSERVED SPECIES (refer to Appendix 1): Trees: AR Shrubs: SX SD Herbs: MXPNMALPIPNPNOPH Sedges/Grasses/Ferns: JE Birds: PG MA CO Mammals: Fish: Other: HYDROLOGY. Inlet: Type: Condition: Outlet: Type: Open channel. Condition: Open. Outflow enters: Stream. Water movement through wetland: No visible movement (but water moving from outlet). Observed water quality in wetland: SIGNIFICANT HABITAT FEATURES: Several perches; numerous floating logs. GENERAL OBSERVATIONS: Lake Dolloff. Some scattered litter; jet and freeway noise. Peat extraction occured in past at NW corner of lake. WETLAND RATING (see Introduction for criteria): I (c) NOTE: Species listed are only those observed during field visits. Further field studies are necessary to obtain a complete lis. including rare, threatened, and/or endangered species. Military Road at 31 st Ave. S . CIP 500492 B-twelve Associates., Inc. Job 2-30q _ Wetland._ Upland Other WETLAND DETERMINATION FORM Applicant Application Project L Name:,. I�G� . CL" #: Name: i'Yil&� l State: Iil,� County Sample Name: WET Date: I;�-/3 Plot Determined by:_�,rf, E Vegetation Species Ind. Status S ecies Ind. Status Trees Herbs 7. 2. 8. 3. 9. 5a lin slshrubs Woody vines `l�i�ct 10. 5. 11. 6. 12. % of spp. OBL, FACW, and/or FAC: ?')'1 . Comments: Hydrophytic vegetation: Yes X - No_. Basis: Soil Series and Phase:" Subgroup: On hydric soils list? Yes X No . Depth Munsell Color Texture Remarks (0 in) matrix mottle ?- Y in.L-0 Vol -J in. loype y 2. j in. in. Comments: Hydric soils:.Yes;�( No _ Basis:_ Hydrology Inundated: Yes NoX . Depth of standing water: Saturated soil: Yes js No Depth to sat. soil: Other indicators: -' i4l, "Aw' . r;► E f ,� Wetland Hydrology: Yeses No_. Bass: ,:j46 Atypical situation: Yes -❑ y . Normal circumstances: YesX No Wetland Determination: 11;Rl nd X Nonwetland Comments: -- t lzles 1'9FD(� , /0YR '1/G 13-twelve Associates, Inc. Job # �� _ 30q Wetland k Upland Other WETLAND DETERMNATION FORM Applicant + Application Name: f t[�dlic Wwlam : Project Name: , , /�ii1i`"f� 215� keS- State: WA County ,►� Sample Name: Date: Plot #: 5q �L Determined by: , Vegetation Species Ind, Status Species Ind. Status Trees J / 2. 3. Sa lin s/shrubs s. Herbs j� 7. Ca,,^ex 8. 9. Woody vines 10. 11. 6. 12. % of spp. OBL, FACW, and/or FAC: /-O'D. Comments: Hydrophytic vegetation: Yes X No Basis; Soil Series and Phase: jjrfr On hydric soils list? Yes No Depth Munsell Color (0 in) matrix/mot e 0- 3 in. InUe_ 2 1 in. l)- lgin. in. Comments: Hydric soils: Yes V No Basis: Hydrology - Inundated: Yes NoX . Depth of standing water: Saturated soil: Yeses No Depth to sat. soil: Other indicators: 4,�f,�; _ ,(s ,A #L' At 57, Wetland Hydrology: Yes X No—. Ba!sis: vpy Atypical situation: Yes_ NOA . Normal circumstances: YesAC No Wetland Determination: \Wetland � Nonwetland Coninients: �— PFa1 Subgroup: Texture Remarks sip S Pv�k161S. 1 1 rir 0C II. VAS llwlypkl'it�( 1`7l`%•Y B-twelve Associates, Inc, Job tl_ 12- Wetland X Upland Other WETLAND DETERMINATION FORM Applicant Application Project � Name: , Pahl)c 6�-k #l: Name: f.iI17� Ljf 31 S-' State: KiA, ounty Sample Name: i , Date: L.,/��-. Plot #: Determined by: 4,; iN YMgtation S--aeCie_s Ind. Status Species Ind. Status Trees Herbs 7. 2' 8. 3, 9. Sa lin s/shrubs Wo1dy vines 4. 10. 5, 11. 6. 12. of spp. OBL, FACW, and/or FAC: ; 03. Comments: Hydrophytic vegetation: Yes k No_. Basis: Soil Series and Phase: �r,�;.,� Subgroup: On hydric soils list? Yes No . Depth Munsell Color Texture Remarks (0 in) matrix/mottle - 4 in. 2, SY q-11 in. .1 S Y -2/0 LI- Ig in. sY Ala fr& �Ia�,++ in. Comments: Hydric soils: Yeses( No �. Basis: 1, y'•;a t ' Hydroloy Inundated: Yes Now. Depth of standing water: Saturated soil: Yeses No Depth to sat. soil: . Other indicators: Cla Jg Wetland Hydrology: Yeses No_. Basis: Atypical, situation: Yes_ No X . Normal circumstances: YesX No Wetland Determination: Wetland Nonwetland Comments: ((i �— �f'��C 06,-S5 3 /iE� Sr'y�n�i i'vV�� -F ,��r' �i':L3 .GIST 1��c��•t '` r�I�T3`Z: ,.��1 'i ) G r' G_s .?' , •f S� 13-twelve Associates., Inc. Job Wetland Upland Other WETLAND DETERMINATION FORM Applicant Application Project ,ff 1 Name: ,C, �� Wa�"i S #: Name: if�fr r zr State: {,i,County ,KUT Sample Name: Date:��-/ Plot #: Determined by: LC Ve etation Species Ind. Status Species Ind. Status Trees Herbs 1. 7.a,r l s L�^un e(I,9 er,1'IN 2. g. 3. g Sa lin s/shrubs Woody vines 4. 10. 5, 11. 6. 12. % of spp. OBL, FACW, and/or FAC:�J-0. Comments: Hydrophytic vegetation: Yeses No_. Soil Series and Phase:_ Subgroup: On hydric soils list? Yes X No_, Depth Munsell Color Texture Remarks (0 in) matrix/mottle :min. V 1z") 3 in. �in. in. Comments: Hydric soils: Yes No . Basis: Hydrology Inundated: Yes NoL. Depth of standing water: Saturated soil: Yeses No Depth to sat. soil: Other indicators: Wetland Hydrology: YesZ_ No�. Basis: fir&, . Atypical situation: Yes No X . Normal circumstances: Yes X No Wetland Determination:. 1Vetland K Nonwetland Conments: 13-twelve Associates, Inc. Job # Wetland Upland X Other WETLAND DETERMINATION FORM Applicant � Application Project Name: �.Z' �� Y 6i #: Name: Stater County Sample Name: Date: Plot r: STD Determined by: Vegetation Species Ind. Status Species Ind. Status Trees 1. 2 3. Saplirt s /shrubs 4. Gj�' _Su S SCn�� • U S 5. Herbs 99, 7. 9. Woody vines 1JZ 10. 11. Xal• 6. 12. % of spp. OBL, FACW, a:-,di/or FAC: 0 . Comments: Hydrophytic vegetation: Y-s_._. No X . Basis: /J0 rAc: Soil Series and Phase: o) Subgroup: On hydric soils list? Yes_ No,. Depth Mun-eL Color Texture Remarks matrix mottle 10 . ' 31:-,, s- I _in. yt S 3 f p s I in. in. Comments: Hydric soils: Yes No Basis: 74' - H drolo Inundated: Yes No X . Depth of standing water: Saturated soil: Yes No X . Depth to sat. soil: Other indicators: Wetland Hydrology: Yes` No x . Basis: fitl,r� Atypical situation: Yes No K . Normal circumstances-Yesk-No�. Wetland Determination: Weland A Nonwetlandlk- Comments: B-twelve Associates., Inc. Job €/ 9a-30q _ Wetland-. X Upla,�d Other WETLAND DETERMINATION FORM Applicant ++ Application Project Name: (, Gli: U)4#: Name: ,'� �. T State: County Sample Name: Date: 13./�/ Plot #: 2-d b Determined by: k, , Vegetation S Re Ind. Status Species Trees Herbs �� r r, 1. 7. 16 js CCt�cvr cfj�.ct� 2. g. 3. 9. Saplings/shrubs. Woody vines 4. 10. 5. 11. Ind. Status 6. 12. % of spp. OBL, FACW, ar_d!or FAC: /. Comments: Hydrophytic vegetation: No_. Basis: 0), [,, , Soil Series and Phase: t>, •. On hydric soils list? Yes ' o th M De ,•. P unsell Color (0 in) matrix/mottle Odin. 10Y42 3/�)— in. in. _in. Comments: Hydric soils: Yes_ No —. Basis: Subgroup: Texture Remarks 15 H drol❑ Inundated: Yes No X . Depth of standing water: Saturated soil: Yes jC No Depth to sat. soil: Other indicators: oxid;?27 P .,s.1Za►� c �z4., ', Wetland Hydrology: Yes' NoL. Basis: S Atypical situation: Yes INKo j< . Normal circumstances: Yes X No Wetland Determination: Wetland X Nonwetland Comments: ZZ ,r�,ii 'f t '` aY' f f J�.� r Sid F . '✓11 S CC•C. f'f �_ :. a U/ �:4� : )h i:f,y1 — ��'`1 /i rl��• , i{' i . "111 C10-zet 4 B-twelve Associates., Inc. Job # ID-7 334 Wetland Upland Other, WETLAND DETERMINATION FORM Applicant Application Project Name: _K.(. Pu� I�' '�5 : Name: ��ir= . A7 31 r� IV,-, S tate: WA- County Sample Name: 1 4��/,� Date: Plot n: 7 Determined by: t t �2�✓( Vt etation SS, pecies Ind. Status Species Ind. Status Trees Herbs / 1. 7.S/u 2. 8. 3. 9. Saplingslshrubs Woody vines 4. 10. 11. 6. 12. % of spp. OBL, FACW, and/orFAC: Comments: Hydrophytic vegetation: Y:.s X' No_. Basis: Soil Series and Phase: �!•l &IIJ Subgroup: On hydric soils list? Yes Now. Depth Mun4ll Color Texture Remarks (0 in) 0 -1 o in. matrix/mottle to I I�am aye �� in. �in. ' Comments: Hydric soils: Yes No Basis: Hydrolo v Inundated: Yes No X . Depth of standing water: Saturated soil: Yeses No _. Depth to sat. soil: ,� z � t Other indicators: Wetland Hydrology: Yes x No Basis: �o hw „y ,' ;V & r fM- � Atypical situation: Yes \o x . Normal circumstances: Yes/,< No Wetland Determination: 1� eoand Nonwetland X Comments: � i B-twelve Associates., Inc. Job # Wetland x Upland Other WETLAND DETERMINATION FORM Applicant = ; Application Project Name: f , �F� � ��' Name: ill ��d�^ � 1 � .,, 5 , S tate: `� �4 County Sample Name / Date: Plot #: SO 9 Determined by: Vegetation Species Ind. Status Species Trees L An =v5 P L'blr �k pia L 2. 3. Sa Iin s/shrubs. 4. Herbs fr 7. 8. U ri :;Q 9. Woody vines. 4AcC i 10. 11. Ind. Stars 6. 12. % of spp. OBL, FACW, and/or FAC: Comments: Hydrophytic vegetation: �'es,�L No Basis: Soil Series and Phase: 61r , ,n On hydric soils list`? Yes No_. Depth Munsell Color (0 in) matrix/mottle o min. laye -711 in. ' Subgroup: Texture in. �in. Comments: Hydric soils: Yes_X No �, Basis: a H drolo Inundated: Yes No Saturated soil: Yesk No Other indicators: Wetland Hydrology: Yes, Depth of standing water: Depth to sat. soil: s No�. Basis: Atypical situation: Yes No . Normal circumstances: Yes No Wetland Determination: W_e and Comments: Nonwetland Remarks r f i r r. hJrJl B-twelve Associates, Inc. Job # 4 Wetland X Upland Other WETLAND DETERMINATION FORM Applicant Application Project Name: {C [ . f f, to war #: Name: Ci r �� ' �� ►� S State:—W—&y County Sample Name: f Date: 19 G);�._ Plot #: � Determined by: , ,t,� Vegetation species Ind. Status Species Ind. Status TreesI� Herbs I� 1. 416,5 l^aLert 7. fi b✓ 2. 8. 3. 9 Sa lin s/shrubs W fy vines 4. 6 �'4C= 10. 5. 11. 6. 12. % of spp. OBL, FACW, arid/or FAC: , . Comments: Hydrophytic vegetation: Yes X No —.Basis: 1 �,� • TY Soil Series and Phase: Subgroup: On hydric soils list. Yes)( No . Depth Munsell Color Texture Remarks (0 in) matrix/mottle o- in. Jillo >e 5a1 4 Ita 12-1 in.�, f4 in. �in. Comments: Hydric soils: Yes yNo Basis: Hyd 010 Inundated: Yes No %(. Depth of standing water: Saturated soil: Yes - No ` Depth to sat. soil: r Other indicators: �S- Wetland Hydrology: Yes x No r . Ba is: ' W„�� 5 Atypical situation: Yes No X . Normal circumstances: Yes x No Wetland Determination: Wetland -ice Nonwetland Comments: Gldj/Ctj f� f� i l7ELGrn irct�Y�� 'G•' 40) � ! r/ Ii.:��lrr'. B-twelve Associates, Inc. Job — 3 Wetlandu� Upland Other WETLAND DETERMINATION FORM Namli :ant }j Application Project C. ul�}; .� S: j S State: Name: County_ Sample Name: Date: '20/93 Plot #: f Determined by: , Vegetation Species Ind. Status SpLzies Ind. Status Trees Herbs 1. 7. F.�16va 1'ZeL -R6- 2. g. A�rrs;AoAl 3. 9. Sa linu/shrubs Woodv vines 4. 10. 5. 11. 6. 12. 9 of spp. OBL, FACW, and/or FAC:0. Comments: Hydrophytic vegetation: YesX No—. Basis: I;, -'I d PA ( ttv Soil Series and Phase:tca,r� Subgroup: On hydric soils list? Yes No_. Depth Mansell Color Texture Remarks (0 in) matriVmottle 0�in. q-min.v Yeos in. in. Comments: Hydric soils: Yes_ No Basis: f f U �� L) S. Hykolou Inundated: Yes No,2�_. Saturated soil: Yeses No Other indicators: 41, Wetland Hydrology: Yeses Depth of standing water: Atypical situation: Yes No X . Normal circumstances: Yes NoX 4,w Alw4d 4 4e,,,� 5il Wetland Determination: Weoand Y Nonwetland 4 1 ;,,,:� Comments: — } I�1d 5 :�{zr rr04 �L , 1 L � /�t,,/ 1)6X1-, li9 COi,: S/.� ( %fit•^(,<<r r_ :/ B-twelve Associates, Inc Job"" `1' Wetland Upland 1� Other WETLAND DETERMINATION FORM Applicant Application Project , . Name: K,C • AtUhG G>�� #: Name: A, � i, � S/s� S- State:1�/� County�;�q Sample Name: �W4 C — , r Date: 2/3/93 Plot #: Determined by: Vep,etation Species Trees 1. 2. 3. Saplings/shrubs 4. 1 5. Ind. Status SpLxies Ind. Status Herbs J 8.o�' 9. / Woody vines n/L 10. 11. 6. v 12. % of spp. OBL, FACW, and/or FAC: 67 1. Comments: Hydrophytic vegetation: Yes N6-- Basis: Soil Series and Phase: �/h U! u u; v, Subgroup: On hydric soils list? Yes No . Depth Munsell Color Texture Remarks (0 in) matrix/mottle ,1- 5, in. Sr /7—in. 3 13 in. f in. Comments: Hydric soils: Yes No Y . Basis: m a .� inr Hyrolo—u Inundated: Yes Nox - Depth of standing water: Saturated soil: Yeses No — Depth to sat. soil: r• s Other indicators: Wetland Hydrology: Yes No_C . Basis: v,I r,' � � a::., / ��,-4e4x-e Atypical situation: Yes No Normal circumstances: Yes -No X . Disf Wetland Determination: Wetland Nonwetland X Comments: B-twelve Associates, Inc. Job r 1�— 30 Wetland Up]and )( Other WETLAND DETERNMI ATION FORM Applicant Application Project Name: e. C' �akc "r'k ##: Name: Y Kffl S tate: ' County �`, Sample Name: F J Dater Plat r : 17 Determined by:- � r � � � Vegetation Sys Ind. Status S ies Ind. Status Trees Herbs 7. 2. 8. 3. 9. Sa lin s/shrubs Woodv vines 4 W1Wu eid rj2 �� 10. 5. 11. 6. 12. % of spp. OBL, FACW, end/or FAC: Q . Comments: Hydrophytic vegetation: Yes_ No�. Basis: Soil Series and Phase: p m�.- Subgroup: On hydric soils list`/ e- N6X- Depth Munsell Color Texture Remarks (0 in) matrix/mottle D. 3 in. Y% -q 1p-/ 3-15 in. Iv3�3t 3 3 �L in. . Comments: Hydric soils: Yes " No . Basis: C�► Hvdralagy Inundated: Yes No X . Depth of standing water: Saturated soil: Yes No k . Depth to sat. soil: Other indicators: Wetland Hydrology: Yes_ No . Basis: IV Atypical situation: Yes NoX . Normal circumstances: YesX No Wetland Determinati6n: \`'etland Nonk�etland K_ Comments: ] 65'A, f tke B-twelve Associates, Inc. Job r 1-2- — 30 Wetland Upland x Other WETLAND DETERMINATION FORM Applicant Application Project Name: vif State:_W, _ Cou�,ty , Sample Name: L �1 " C 7 11PA- /'tQi.±j}i{.t/1.i 1Nme 0 / NlC•#V ' Date: Plot #�:^l Determined by: k, fil4�r- Ve etation Species Ind. Status SpLxies Ind. Status Trees Herbs1. % 2. 8. 3. 9. Sa lin slshrubs Wood vines 4. 10. 5. 11. 6. _ 12. of spp. OBL, FACW, a_nd/or FAC: Comments: Hydrophytic vegetation: Yt =1alo-� , Basis: Soil Series and Phase: 1°(�, Subgroup: On hydric soils list? Yes—No Depth Munsell Color Texture Remarks (9 in) matrix/mottle in. /arm in. _in. Comments: Hydric soils: Yes No k`.. Basis:Fyy'r Hydrology Inundated: Yes No X . Depth of standing water: Saturated soil: Yes No Depth to sat. soil: Other indicators: Wetland Hydrology: Yes— N1, w. Basis: Mo 1►,'i,' Atypical situation: Yes Nod r �- Normal circumstances: "es No f% ] f Wetland Determinatiot: 11"etland Nonwetland fJ f r Comments: AyvA B-twelve Associates, Inc. Job P qL:�- 30 / Wetland Upland_ Other WETLAND DETERMINATION FORM Applicant Application Name: . G j/"C- 4/6 4 #: State: WA County ,�_ Date:_-/ --4 Vegetation Species Trees 2. 3. Sa h s/shrubs 4. ab6c5 �!, �Ic 1. 5. Plot #: Ind. Status Project Name: ,' i7'' �%s � ''> . S, Sample Name: U &hw Determined by:AL Herbs 7. 8. 9. _Woody vines Alt, 10. 11. Ski -es Ind. Status NL 6. 12. % of spp. OBL, FACW, a-d/or FAC: 33, Comments: Hydrophytic vegetation: Yes_ No.. Basis: 4&ff Soil , rr Series and Phase: l Subgroup: On hydric soils list? Yes No . Depth Munsell Color Texture Remarks (0 in) matrix mot le 0-ILin.�f�l r is in. ~in. in. Comments: Hydric sails: Yes. No k . Basis: H drolo Inundated: Yes No_A'. Depth of standing water: Saturated soil: Yes -C No . Depth to sat. soil: f Other indicators: ►�,�„ �- ; r Wetland Hydrology: Yes Now'. Basis: VON '41 r�c� -�✓ Atypical situation: Yes 'Noyes. Normal circumstances: Yes NoX Wetland Determination: W-i- and ~ Nonwetland Comments: 134%velve Associates, Inc. Job Wetland Upland Other WETLAND DETERAIDNATION FORM Applicant Application Project Name:+ -t_- cl��ct.1,,VvkS #/: Name: 1�1 W -a'61AwS_ Stater County ,�, Sample Name: o0ld.J 10 L,! Date. Plot #:�_ Determined by: . ,. Vegetation Species Ind. Status S ies Ind. Status Trees Herbs �. *- f T�'4.4• Su ,�u�i�(l1I /'✓� �� I I' /I� L7 rfi�L.�I�� I LIB`■ 2. g. 3. g Sa 1'in s/shrubs Woody vines 4. �y�1Su S ^r"'s /I% 10. 5. 11. 6. 12. of spp. OBL, FACW, and/or FAC:�, Comments: Hydrophytic vegetation: �' s^ Now. Basis: Less 0 Soil Series and Phase: I i Subgroup: On hydric soils list? Yes No_. Depth Munsell Color Texture Remarks (0 in) matrix/mottle in. in. Comments: Hydric soils: Yes No _/ . Basis: Hydrolo-al v Inundated: Yes Nox . Depth of standing water: Saturated soil: Yes No �X . Depth to sat, soil: Other indicators: Wetland Hydrology: Yes NoK_. Basis: Alo ��; Atypical situation: Yes_ \Tox . Normal circumstances: Yes NoX_, fill Wetland Determination: Metland Nonwetlan Comments: B-twelve Associates, Inc. Job r -/ a2'30q Wetland Y Upland Other WETLAND DETERMINATION FORM Applicant Application Project / 1 Name: & W6t�#: Name: State: WA- County , �_ �, Sample Name: � a**,e4 Date:Determined by: Vegetation { Species Ind. Status Species Ind. Status Trees Herbs l 14 u.,S r.ctivrd -F A 7. 2. 8. 3. 9. Saplings/shrubs f Woody vines 4. ,� feu r c �lo� s '— 10. o rz Af �4 5. 11. 6. 12. % of spp. OBL, FACW, aid/or FAC:676 Comments: Hydrophytic vegetation: Yes '" No—. Basis: Soil Series and Phase: v1 Q a&k Subgroup: On hydric. soils list? Yesk No Depth Munsell Color Texture Remarks (0 in) matrix/mottle r !� in. /0 V :�-/1 in. in. in. Comments: Hydric soils: Yes No _. Basis: QV Hydrology Inundated: Yes NoX . Depth of standing water: Saturated soil: Yes X No Depth to sat. soil: Other indicators: �/��.�; , ��[ a•• Wetland Hydrology: Yeses No_. Basis:,1,age �]s Atypical situation: YesNo X. Normal circumstances: Ye-s X No Wetland Determination: NVand X Nonwetland Comments: fS�15 — 5�1'�t" -'�':c�dS�i f �,cicr�'�� A-0/G " J ,� J � F Rc�l C -�r i3r s '.?�,:=.{a�;.�-cam , • � r �'..,�i A44S SI�. 3 oD �qf B-twelve Associates, Inc. Job r � - Wetland_ upland X -Other WETLAND DETERMINATION FORM Applicant Application Name 1c_ 4 �kf - A : State: Count — Date: _-2 Plot ft': 2� _Vegetation Species Trees z. 0) 3. 6 Sa Vl,,'n r/shr-ubb, 4. UrT 5. Project Name: Sample W Determined by: Ind. Status SPLzies Ind. Status Herbs 8. 9. Moody vines fIZ 10. 6. i 12. % of spp. OBL, FACW, and/or FAC:�_ Comments: Hydrophytic vegetation: YesX N - -1 - 0—. Basis: Soil Series and Phase: On hydric soils 1iR_? �o Depth Mu—nsell Color (0 in} matrix/mottle in. .in. in. Comments: Hydric soils: Yes _ Noy .Basis: HydL0_1_09_V Inundated: Yes— Nox Saturated soil: Yes � No Other indicators: NIT I Subgroup: Texture Depth of standing water: Depth to.sat. soil:, -- CA CULU Hydrology: Yes_ M�. Basig:_ Atypical situation: Yes Normal 01—a %, rcumstances: eso Wetland Determination: Wetland Nonwetland Comments: A15o A/. 40 Remarks B-twelve Associates, Inc. Job # 9,9,' —U� Wetland Upland _ Other WETLAND DETERMINATION FORM Applicant Application Project Name: �.C, fi bs : Name: /V, Sa•�y � State: County ) f, Sample Name: Date: Plot n: Determined by: f Vegetation 5necies Ind. Status Sp-ecies Ind. Status Trees Herb s 1. 7. 2. g. 3. g. Sa Iin s/shrubs Woody vines 4.r r 10. S ��: r; ]1�'• rat! r S. 6. 12. % of spp. OBL, FACW, and/or FAC: , . Comments: Hydrophytic vegetation: Yes No Basis: Soil Series and Phase: f ff Subgroup: On hydric soils list? Yes 'No Depth Munsell Color Texture Remarks (a in) matrix/mottle —E in. �/a , / roe in. in. Comments: Hydric soils: YesNo Basis: HYdrology Inundated: Yes No X. Depth of standing water: Saturated soil: Yes No X . Depth to sat. soil: Other indicators: Wetland Hydrology: Yes No�. Basis: �i/-0 „L�,', � Atypical situation: Yes Nox. , Normal circumstances: ''_ Na x �� f �, Wetland Determination: Wetland Nori etland Comments: — �i V� ) l s rnr 0irC:-ir Yv12�'vi.o'•� 4.0 VICINITY MAP S. 304TH ST. I� vi o Q � Q Q J a FEDERAL WAY STA. 67+00 FAD PROJECT FEDERAL WAY CITY LIMITS d V 12 STk 45+W 13E<*4 PFK>JECr INDEX SHEET DESCRIPTION 1 COVER SHEET AND VICINITY MAP 2 SUMMARY OF QUANTITIES AND STRUCTURE NOTES 3 ROADWAY SECTIONS, DETAILS AND NOTES 4-6 PLAN SHEETS 7 PROFILES 8 WALL DETAILS 9-1 1 STRIPING PLANS 12-16 SIGNAL PLANS BOOK' 1324 YED: MAY FED. AID No. PROJECT No. b00492 SURVEY No. 9-21-4-28 - Y BASE UAP REILLY 1 ENTERED: 1($0 IED K NGK RAT 3-92 12-83 12-93 rn UR 12-93 KING COUNTY 1p DEPT. OF PUBLIC WORKS PAUL TANAKA DFECTOR MILITARY ROAD S. AT 31ST AVE. S. ROADWAY IMPROVEMENTS COMMi Nry ECnopmei'BY I'flPAmm DEC 2 7 I93 4a• ,Tti,� KING COUNTY PUBLIC WORKS � PAUL TANAKA, DIRECTOR MILITARY ROAD AT 31ST O�fALR�Y- I ROADWAY IMPROVEMENTS CALL 2 D BEFORE YOi 1-800-424- (UNDERGROUND UTILITY LDS (G)VU-buk; S131HS 91 30 1333HS ('XOaddV 3aV NOlIV301 A11111n ON(108083ONn) SSSS—�Z�-008—L Ola nO k 38OJ38 SA`da Z 11`d0 S1N3w3n0adwl J.VMCIV08 isle id aeod Adeli-11w N01032110 'VNVNVl lnVd s)IdoM onead )UNnoo JNIN H0110 iona1SNOO HO110 13n81SN00 HO110 Ol -A1nO 'J'1 9 an1S (la.yZ)OL+IS YLS O LHOMVO Ol HO110 3NIILHOIl ONY 3dld AVM3N60 '1SIX3 OL 103NNOO '60 '1SNOO 'dVadIN 3SO01 LH011 H1IM 11VJIn0 103108d ONY 3dld AVM3Na0 '1SNOO L-y SANWU21 `JIS3C 3000 a 1 r-- S "IV IVvIJI/NIV JJIVrIVJ11V1Y11 £6-Zl 81 "C 1rHOrS L .� 'Malg £6-il Atla"ONOM 0 ado iisei e o'�eassi��a 9Z-y-lZ-6 ON 13A21f1S £B-LL 0551 03a31N3 Z6VOOS 'ON 103PO8d Z6-r lll1132! •dV'1 35re AYR A -g ~ T S, 'ON OIV '033 4ZZ1 ]13C ! NOIIVOO138 X09 11YW C99L HOr3 1 l9 09L XOIHl 'NI y N1VM30IS 'ONO3 1NROZ) LSOL 'A'SI 0GI 09 091 eano 'ONOO 11VHd5V O30nalX3 l*L9 3'7 0Sl 69 SZZ nuno ONY 9an3 ' rno SOL9 '31 SZZ as SZ 831YM 910L '1V0 W SZ LS Z6400S YUB ON W31I 'O1S LINn A111NVnO 1V101 'ON Y1311 .S pooa A.mlli!W Jo au11441u03 841 UXUJ lraJ 09 01 do pal7ruyruoa aq Ilo4a 4o:4M '1LI 5£+OS '0iS to +Inwtonup a41 ld9axa #u!l AoM.Jo-lq6!+ ayl of do pa}analcooaau aq pm SAaranlip lry 'aunos 401 6u!3opm poLlswD JO 664au1 Z uG alaaxroa ILo4dvu to Sa4au! Z 4]!* pal0n/le%jo�j eq of auo Fagl •1> !oid n41 ul SXD^Dwp L sic aJ941 'Z • wnS dwnl - suoganulcg0 puo cainlonjl5 to "wad_ japun /ol pod oq lto4c laa!ojd a4l to pua 43Da to elanuoa luawa3 6u!lslxe 10 lau0d 0u0 jo !enowaa "l S31ON NOIlOnb1SN00 3.1 1 'j'1 1 '11 1 NOl I 'Jl'0 1 •A•0 I 'YS I •l.'0 ^�4 o��° • �4,ri �•>,� �� c� ay r'1 ^Cr3 a a C) ^�] m -'r N �r C7= 43 .Z Z' AJ* Ais11 FA WM _FA I I M FA VAA1 1Y101 (16)sZ+96 OL SS+ss S-g IN 'OL+ys 01 09+C9 y-9 'la .LZ '9L+£s £-9 'la ,LZ 'OC+CS Z-9 'la ,L£ LZ+£S 1-9 'll .OZ '01+09 I-S IN 'sl+9r Ol 0y+Gr l-4 NOIMS OIS30 3000 I 150d 0 MUL 'iJ 9 X -Nl 9 x •NI H t g 9 L Wit MUNI LUO S919 I HOY3 9 S oea 331ad 03XI3 PW 10NINW OU"81. 603 aOaYl 0969 __9r_10A 090 y GmNoismobav 1vf1NAPKjjb OC69 anOH 009 C WnS drfm 3131driO3 W31SAS NOIIVI S 0169 -S`l MIS dllAl L 09.0 C 3WU U51dM 1143HY Z989 'ONnH 09'0 1 y LL99 H y 0 Z £C9 H3113 f L NY9 dOtS 01LSVId 6Z99 'd'1 OL 6 SOS Wd Wag d Cos L 901 PZ99 A.1 sot c i6 y 3d1aLs LNIYd IZ99 'A.1 or6 r C 00r•t dlals 1l= dli, LC29 ."1 0001 t ON ummlen 37 00C S 091 - dAl 201a2;VB IAUDH0 LSV03ad 9LL9 '31 o9L 2 t F1OV3 1 l 3d.0 irowomyno w3a Isis A.1'1 C I sLyl aos GVK A's 9011 t _61 110SdOl 1SUM00 'A'3 61 S ARS dWn1 ONIN31nW OW ONLZC1LLa33 9NI033S 9LY9 'S"1 VMS cmn1 L oSi l LH W d MG DI 051. 1 1 JY03 )13V1 a(M l.WHdSY img Nol 1 y MOOoy-NV JWHdSV ONNrd oZCS Not t [,•CL'{ 1N3W301JOJN13a OIaaVJ ZZLS A S SCL'C ! Z L ONn V3S )QydZ1 Sots 'r Z I N Y1 V N l OG I MIMS 1j SG'O AVO £ 1N3r(3Ard '3NOO SN30133 03SINIJNn Z L 9SK'A:S OSOS6 3SYS 03LVML f dW 019E ()SS 01 3San d01 D OWNS 0 Sna OZIS OtS09 3San03 3SYa ONI0VJa0S 03Hsna3 0019 S09 ' s£y `JNtaalHD Holm 091L 'A'O SU 0091 S1'9dM a03 111JNOra l3Ara0 -M33dS NOL Mgt Wns 6nm r SSV10 'JNIROHS L M 'S'1 AnS dWn1 00L -V Vl-I 'lONI V WrIO N0ILVAYJx3 3an13nals 90oy '1.13 Cx)L L YtYI -N1 91. MoLywd 110 9ZLC KN3 t ! a3A00 3 t0 WA % ►MO 'NI yS Z dA.L HISYB H31YJ 911 C HOY3 I l NISr l H31YJ -iSIx3 Ol N603061 H3Y3 t y i H 1r L60 H3Y3 ► SL ')Y 'N1 Z d AVGl3N60 I lZ l Al I5[ CS -rm 'NI l A n r OHS l l '1'1 CS '14Y10 'NL ?I Sdid N.M.O.H0Nn C91 L '3'1 1 ydy4dd 3SO01 IHOn £Gat H L y osoL K3 up SCL N(Va0 04 31aaYJ a31113 S 1 oL A's SCZ LE N"o v0d 1IL:mOvo lWyao y '13'OS 00'i Wnri1NIW a '13 'JN1a0Hs ZO L 1nYH NI A ........ r n n s 400E Zo l 301 >31s CINY VNIV210 y L 3 IN .1 a I L ISO 3' 0Qr Z OSC N0110tldW03 INYMNYHY41 Wo AO ow OS£ OIaaYJ N6113naLswo ¢ryo xs os£ SaginwH Is" NM 999 SL9 IMA4 '1ON1 NOILVAVOX3 AYMMU 01 CO SL9 NI OOy'L ONId1a15 A O a 00y'I OLZ Wd0lAr D WV3a 9NIAOW3)J OL10 3'l o1L WnS dWn1 Not3n ma^ ONV WnS dWn't WnS dWnl ONI990110 ONY ONIM13 iwou'lI WnS dWm WnS dAM N011V211180W LD00 •S-1 WnS dr(m N 11VWd Lid ON 1,LI1NVn0 f Z61r0OS IN311 h31l 11Nn IV101 W '01S 11ine-sb OO+LS 'V1S 01 OO+Sti S838wnN 103road IN £Z'0 :HlON31 :SIIW11 LD30 __ - - - - __ -- - . I .. .. ...•L.■.i S133HS SlN3W3A08dWl AYMOVOU AVNO , NO, 91 ISM lb GVOd )JAVA-11W d0 n 801038I0 'VHVNVl l()Vd � ysya''�Jp�' w 'sva �d * s)iuom oriencikWoo owi I A 133HS CXoaddV 3av NOILV001 AL111n aNnaaDa30M) OI4 nO k 3d0J38 (W0ld.;e OL ('001+0s ties SAd(l Z 11d0 HOII❑ 03N131HO1i .r 3d1d NNa0a3aNn -via (dV1a3AO =A I/M ("NNW v0# oniavi WVJJ1 Hl" 03ddYl* lluk5v8 'nYti.7 ONn07i►' 38 OL NiVdO a0! lUJ)IOV9 'AYifO 11V] 3ddVW1l OIaBY! tl311E! NMia a0J nJH34 13AYSS ' ----------------- dVR13A0 II (Ia)ot+rs YIS 01 (ia)09+£C Yls 31`dMS 03N1-I 00S 110S dol Jr aOS lab r Z .9 czi (La)9L+9S NIS OL W099+99 Y1S 3-lVMS 03N13 QOS 110S d01 .r a0S � 00-1 L`�� i �llu I c .0 q 3 �i SIN IWJIdAI NOI103S �1ihno ?y eano 3010, 'ON00 XWIA301S 3L.3d3NO3 1N3r13O �.L 3 '1SNOa SIN lVJIdAI _ IIVJ30 dnVf G�JnD 0NV dMl AWM301S 31180NOO 1N3W30 a3Lln9 "ONOO I 3J 9i-*—IZ-6 'ON A3AdnS Z6i008 -ON 1OW08d SIN (103rOHd d0 ON3 ONd ONINN1930 lb) �I`d130 N011�35 ,SL 0 J.bO 1N3W3/�`dd 313�ION00 1N3W3O j SIX N0113n AdM VO0 l ON1iSIX3 r _ U131i3443L3_;641H3r13a,Deni51%3 3NV1 DNWaa .O'I1 3WI DNWaa .011 0Y0,8 AZIVlIIIW SLN -11VII(I 3ON33 i�IS 'A731VmM 3WR 36 IM6 SWdW C3WW3M ANV TIVJM1IV QWOIOW ONRM A. WO JSV31 IV QW TNt"v H0V3 am" Auv)q" M3 3d5N W TWHS s3NU .Z1WvJ 43-LTIJ 7 'QZR'WVLs A11N7„ viQU N332 SVN V3W I.MVWl 3NI 3WJ3e LON IA6 'MdWW VLMn vaHl 413Av39 3AVM A3NL N3Na OM003W 36 TWHS S30N33 OW0'VJ 113111 'N lVWW) 03HSVA V3LL3NV10 IYMM NON ►/S HIM 03TLDO" 36 TWHS HaN7111 3W ro ,Y"U V 3 LON aWO,WLS JO ShOSMW v340 TN HIM SLUW 311 aL A%33W0 03an ,d OI1dV1S L 39*vJ M2k7J 311L "3M V Ha% It WLVNrrO 39 AVNI 30NL kWddf1S WnR UM 3HL '03Sn 3W ON7Vds ISOd NZ017 OrV 38B1J 1101A W0NI"-TMLV3 N34v 'J L31ML OHi1S0q al a31WLS 3Y 1ON T'NHS 3MIRVJ vi11J -?]VpYIS ONnOIp N323o10 XQ MM S3NO0A In HM 3vCn OHLV3 ION T WId aNIHVJ 3HL IoWtll 3N1 01M QXM3lX3 Id P" 32WA zu 10 53g1V 0E ONr '3)H3J 1W 01 03" vo a3TdVIs is TTV/B 3WVJ vLT1J N17NaMLS OYVONVLS 31H4 "3 '39YlW1S 4W" WAkNW ail 3AOBV rill 7 M 09 NVNL 3NaH DH31X3 LOH Trv16 OW S30M Y JO llftM of V MOKAU 3W 12M 0aLY3 TM4 3vM ILL W*" pW[ v0 0E M 34 '%PQI POR I L" IV 63"WNLS UM AIM-AAV3N OHGn UZOd 3H1 JO XM 3dOl&d 3W at +TItM173S (I)A LSVL V 1WHI 3.3HU LVOLk" NS7n 3YM V 41SA 91 3MVJ VI17J NL*K3v1i aby" WLS NXW '0 'OWnv 339 OL 3DAVJ MLU 3H1 aOTTM OL SLSOd 000M 3HL 01. AN33W VV ON 3dDTsdl1 'd33a S3143M 91 ONV 30M 53H3M R ATHDIXIv '43LLVAVD%3 38 T1V16 HOWL V 'O "(S%c3M OC ►0 Nfwwap1) aNry)ltl 31a 01M A MdOIS N3k%Q4 ON IW04 Lau R A I' JWVN V =V4 32 TNHS SLSOd "P1 3N1 .(3764V3t 3v31w1) SVWINM Ail MOTTO) 01 03T7V1SM 38 TWMS 30HU OREVA v311J 3W T3 'L30d J U 01 0313LSVJ A73WOli SMQ N100 ON '4V'CLi50 IQ" 7 rNMJM M V HLJ% 150d ]v0dd1W V IV AW M3HL7a04 03NI K 39 T WK %4010 ML111 'AVV9S333H 31N SLNv# H31M T if" A3 NA WAY 0I iIvWQ 7W JO 94M31 3NL 01 LM TY,11 SAarMMW0 V M G39VM WW 39 TTv16 OMMVJ M311U IO 'V 43LON sLsad 3N13J T73LS aw 61SOd XWU 73LS :LVNMLTV TVA47 16" 0000k .l"-r Ho -41130 W Oif "XS 'S150d ODOM _!•.L JL Nan F T J l 3yvpAAs 301 N O *%W i s,z- 1?N3J >,[LLL JO 5304 HOK= .40.4 1! 11r1viiv6� 1vOB Iq v cqQ" N I 10LTII JD nWLOM z1M1R TTWg -; — Pft woo" T+ VA ,9-; — ah 30N0vd A.S o.r A.r 11 NOWW OJ 1 37M th r1 Ae .z•.z — "Xwuv/1 ' YJ %alQ .9 IN31MM103 W 0114VJ 38M W ilk AS .z=_r %tw 0I nvIoly# NOVLLV 01 SOUR) 7uv v0 SIAMVLS XA 1.11W JON. _M WMMTM jR MA kM'kI 'aN 01V '033 (QVOa 3HL JO S301S H10B) 33N3J 3WBVJ a31113 ('dAL)0NW301M JO 530IS HL09 NO NOLL33S '10na1S HLnos '3AV LSIC O NOU33S J,VMCIVO�l 3SY8 a31V3a1 llVHdSY Hld3a 'LA St (3San00 DNf13A31)8 "l0 "0NO3 LIVHdSV H1d30 "1J 9LI ( ur= DNIWd.N)9 '13 '3NO3 1lVHdSY HLd3a 1! CLI 1137/M 'IW3kLkL IN3W3AVd LIWdSV ONI1SU13 LSD(3 HaMi S31WA 1 3NVl 'JNWVa 3NVl ONWW I S 1Fl > 'S '3AV 1SI£ 00+LQ YLS OL 01+c4 'VIS 00+19 YLS 01 00+9r WLS 8 NOliO3S )ldM(IVOd 3SVS 031V3a1 fWHdSY Hld3a 'LJ 9Y0 (3SanO3 DM13A31)8 '10 'ONOO IIYHdSV Hi" _IA CLVO 1J31/M 1W3kL&L (3sano3 omw3M)8 'la 'ONOD 1lVHdSN HLd3a '" SLI'O IN3r13AVd '3NO3 1N3W33 ONMX3 aNOA39 .£ LN3n30a0JN13a 3W8'VJ llV1SN11 NOLIVA313a3dnS ONNSW3 OH3!%3 '1a NO 'XTM -9 S3WVn a301(10HS 3WI 'ONWaO A Li 3aN31 alaBVJ a311tJ 1J31/M IYJId.LL Na T 'la NO "XVW ,9 S31WA a3alnOHS .Zl - z 11 (-dA00NIN301M JO S301S HI09 NO NOIL33S 'LanalS 01+Cs Y15 01 00+IG YIS b N01103S kVMGV02J 3SW 031V34L 17V4dSV HLd3a "LJ CYO Men DNIl3A31)8 "la 'ONOO 11VHdSY HLd3a 'LJ CLI'O (3Sbnoo OWWW)8 -13 '0N00 LWHdSV HLd30 '1J SLAT LN3r13AVd 'ONOO 1N3n33 ONIISIX3 ONOA38 .£ LN3rl33a0JNl3a 3kQVJ 11V1SW -1 �1i3CN3Ard 313yanr0�.1N3ix3a.9Ii1151Y� �. 13dns D++1Is1x3 aN31x3 01+£8 Nis Ol OO+IB NIS .LZ 3WI ONWaa A I I 3NJVl ONMUO .11 C6-II I 1VH"!)NON ff ' £6-LI 0$H 1030AH3 N01 FOL-c I-1171M .4" 35118 Ain 0 .s AOOQ 0 SONS S1NW13A08d)91 kVMGV08 ,rNprs CIL ixs1 isle ld aeo)j Addii—liw doaoiO3ala 'VNVNv1 Invd133HS sNwm .nandJl1. oo owi �7A ('%OaddV 3��HY� N(rOliVX1 A,Llllll aNf1UUMNA) S777—vz+—oo9— I oia n0A 38OJ38 SAda Z IWO OZ-, I Ot• Z-1 'dd 6c -MIL SiOVJ-l. JOT00 3AV-1 *MNyMN '*N' LZ'1 `O L '03S v 1331 Ni 3M$ 04 01 oz 0 OS 0z y Nil 3N SZ-: -(Z-S 'ON k3AW)S Z6*009 ON 1O3r08d 'ON 01V '033 OSZ *6 'd '*B '10 'IOh \• Sl11 JAM10a '>i� nsns CJ 1 1 MMU lWaOUM4 NV30 HIM t l.il Oz'Lz fL+LY Y 0300 x (UV130 33S) ~ TIVM NO M N1038 (la.CZ)OO+BY Yls 1 (!-t0S3(l 9-3 NVId 'NVLS) �7pTi5 N01133NN03 Ih4 OWAO TIVLSNI 4314aV88 3�L3dDN0a Z MAI NOW �7 ^ 0, , dVa dla �lp r, �J 3,JW IIOHI q 'd HONI 3PY3 ve i1 m 4b 4 AV7h3Alaa 1lk�HdSV f r may, 03R•:kil lb 113n,T7 + i !6 � �'j `Jr,' 7 r 035155 04 -d 'BE -10A sio"i td'd€ 8ngns xvma1w orrtz - I ol•'►LZ - I oz'91L - a oz'81L - a 10.LS.1Z - V Mis.1Z - V ,viva who YLVa 3Aaf13 -s Awns INOU306iSN03 0610 INN Ad AS 3Nnd3LN33 A3MAS oi'YL+L1 YLS 'I'd 3NI1a31N33 N0IMUISN00 01•'YL+LY YIS 'L'd rr a&/ 8 ,3r:tds ozz 4y "Nod 11MIsU3 ON MOLL LX i sfflU LC - a3NOIs: 13iN3 NOIS: 3SVB A3Aa1 0IVL30 33S) LN3n3AVd 313L.ONO3 LN3I133 03HSINUNf1 HW GZZ x.01 *X0HddV)N01133S 13NVd MONO' ONLLSI%3 3WW3a aNV 3AOM3a 'LA3 MVS ((00+1 OL OarSr) (LHAILOUril, i1 a301f10HS 1-05 N1038 (11.11) MY" .0 NIO38 (00+IS Ol 00tol) N�O/IL�W1iVaL �N0115nNISH03 1 00C NI939 WT� Yls JLOWOdd N103G SANS S1N3AMOWAI AVMUVOa 91 ' �i1rl9 SS a11:rd rd lSIC .Ld (3dod AUVIFIw ay JL 1 30 M u n a0103810 'VNVNYl invd •, a 133HS S)wOM onend uNrK)o JNm +3,7A . $ dy r yk�l (•XOaddV 3dv NOuvw-i ).lnun awouooanat ll 96SS—qZb-008—L Jla f10A 380J30 Sllea Z IWO 'a33NION3 al3U A8 03AOaddr ONV SNOIlIONOO a1313 OL NOL.OV I&NOD A8 031snmv 38 11YHS 53Nna311n0 ONOTY S30Ya0 11V 31AN ozoo .tl31rM 10 3;103 r 0NV113M '!------- -- .3(\4 LS� dM �Or�1 �11�1.06-r1£ - 1 ca,zoL - I o -aic TO �- a rlra 3na viva W75Tvlra NOIJanaISNW 3Aan A3Aans S "3AV iS I £ OVOa JWVi1lin aroa Avyll Uri ON11(>3 ION ON3 15314,-�---�"--' - _•- 3dld 313KImO ,4Z N' 1111- 30hJ33 3a1h1 �038Wd w ' --' 1333 Ni 31VOS 09 Or OZ 0 OI OZ ez-*-Fz-a 'ON k3A6nS L6;aag 'ON 103f06d 'ON 01V '033 �L V ❑P4'771311 4. 4 'dd tit `I0n siov211 .d30i101] 3' I 0£oo -' OkLkL SV NOIL33S ONINM A O NOIJ.035 wdawa15 3Sn -NOIL33S 11VHdSV ON01Y 3Nn 003 now NI j Ln0 MVs :ONIN301M 'S 3AV ISM 31ON L�>' ' r +O9 01 00+Lr v1S r ' lh .9rliSOc3 3AOn3a fF + NO[lO3NN03 1FYJL011W9 11Y1SNI � 3aY13 1rmaarn0 Mr38 NJ038 8314ar8 j1363W3 Z 3dAL ON3 "L+SF YLS y N33W83A3 3AOn3H 35110H r SN33a083A3 3AOn3a � f: � 1 ;1TVM N0181/O GN3 J "-• 1 I0+09 " sx0ff" 3LV3013a f N33a0a33AA3•. A0VGa 3drU JW�' V �r II+OS-Yl (ir(.SZ)d arJi,H� 3 'd ` 3. �0 � r 029 �33UL M011311 a (1IY130k31S)dMW w039 r�-• (n.� k)u'az.az ils rd _M nd 01'99+8Z YLS '� 13[ 3Ki Ol7a- O 3aOO x1VAL301S 01 �3 x08 3AIVA LSnMV- 1 ti� 60.08 - l 00.9► - a cz.as.lak • v ..� (ul•S'6Z)If301 dMW aH333 3ar13 lr owrkO ri113 NI�30 8 QFIVi13A a30 9 yg39 �{3Gln9HS 3O xOYB 'dY nun%kl YfH3e lr✓a0srarn wYJJ: \ (S31aVn H101M) (1n13a �) TI M NOMYS NI03B r AVM JO 1HOIa 9-1 0£+ZS YLS NOILSNVal lwdobvfko 1;9 NI038 fi Aa.6z 8+z9 VIS ti ITEM NOIBVO aN3 06+Z9 vis GrA% iuN 3dld r f .0 a Lo r IN '3 N rr Wm "3t,'d "N [Z'1 66 '03S oo-9r - a 1 1el1 .b£.IISB - v hVM3nJaa l3nVa9 xr3r�Naa�"' ` 313HaNOJ r £a-Z 11 81 -03) £6-ZI MY)IONOH 03h £8-ZI OSN -03a3LH3 N Z6-£ A1113a -dVn 3SV8 A: raze Avg :03C rzZl =No08 AY.Y3Na0 13+aa l O (11r13a 33S)(Ll.£0dYM N1030 ll.l0a30ln0HS 7V .2 ON3 l L9+09 Y15 tl]NN1? 'X�G11hJ 'MN NOWSNM VOW aN3 MS£.913IN-WHY ONWY38 I NourkllSNOO _00+IS -VIS 'dv (-s 'lw IS1£)1r+Oz Yis (11.0tZ10+IS VIS '0'd INOUMUSN00 llVN xd MSZ.80.11N-ONIaV38 1 ; (3AY LSsf)£r+ez XS ,•lr :. 44� UllV 10"L0+19 VIS -Ord r-r--+r!��h10.1 r :7` rrrr-----rr .. ` _ _ Ad r-r-rr _ _ - 3NIl M 30 LHO18 S-+ r, 'r �� 1 :r I r pl f r N1038 1.1I 8301AOHS 'OY .8 N1038 ll.£1 dYJra ON3 L9+19 Y15 '1 .f#f3'Y11W U ON3 11 HOWnO K138 N1030 3aY]3 llVWbW* nY38 ON3 (11,1Z)S'LB+IS -VIS (Hia1M .00£) AVM d 1HOI8 1 NOI 5133H5 S1N3W3lU)21d1"11 IIVMWU21 ZVSla � l eZZ �004 6 f6^Z1 lVaV}I9NQN ;03a31N3 NO a euiai �a o i is ON l3hanS f6-ZI 0SN 91 1SIC ld ddOH ILId1J-11W '� � N a 'ON 133f`Oad -40 zs-r A'171aa d+n+ 3sl8 ran a0i33810 'VNVNVl Invd 9 sNwm onend Nnoo owi 4, 7A 5 w y Silo ON aw •03.A - zz03E3A I u A3HS -Nooa a } 3Y. ('XOaddV 3aV NOI1V301 ALIILI ONn0a0a3aNn) SSSS—I�Z�—SOS— (la.l{ Ol lafZ)L=of NOILSNval a301nOHs !0 NOV9 N1039 JIa f101. 3210d38 a3oinol+s .9 NON3 tla.rz)a3auaLc� .9 ON3 Y (ia.Sikl3d+11 1FiRlOyYfl9 YN39 ON3 01+£S VLS S31UVA HAIM (]ld1S)),VM JO 1HS1 J 9-1 .OZ•BIC - a �DO.OLIS -Q viva 3Aan3 1 a3Aans a3dV1 .00"00f - l .oz9Lc - a .00.00.►z - v vivo 3Aan3 NomDnuLsNo3 (�Ivl3a 33s] 3WMS 0300M LOnSISN03 ("Li) OC+9G Ol ("Li)09+fs -Vis 1 eam '3Nq3 -Ndsv 'dLxl NkSX (1L.Ca'cz) CC+vS IILsdlU f f C1a) Z 1 +SS YLS O1 t- u s YY15 fi r / f! ffi r f f � f 3uoj VaouyINJ 1'IY39 N1939 f , r • - f : r {Mq'fL aS'iS+SS YLS / fl •' r 133d NI rjg Baf13 '3H00 'H�SV -a1X3 ON C19 0► OZ 0 QL aZ 1a.z►'fZ CS+SS Y1S :? f .4�' Ulu3aVld aw lna0in0 (rhr3@ Li; 06+'VIS dYa did NOOa / x73o.., t r q •� , + yr�� d3a N)0a I IfY38 ON ON3 OV+£S 1/1S r (11Y130 33S) 3WAkS 030005 LOna1SNO3 (Le)Gz+9s of Yls • ' `�V ' f 3aVli yVaOaYfM IW36 M93e O ONVl13AS r F� j _JOV - r' (11.6L) S'C9+YS YLS F !' � .a/ r 3dVlj OW InOWAD KV39 aN3 SZ+SS -VIS (]iVlS)/wm h (1a.60hLYal a3(nnOHs ON3 ---------------- _ �•' ' r r �yJ �A� n,,IV-60+99 30d -- , � I11S"i ON3 ,...-----------. --- 3NIl kvM j0 1HDIN q—I ------------------ avM3Alaa 1ar� w; xysisipr�� •'" N r--------- 13Aw210 (1IV130 33S) 1N3r13AVd 31310NOO WAD 03HSINIANn HLIA + .• � •I (.ZZ %.OL-XO4ddV)NOLL33S ANYd 313a3NO3 13S r r3.. y� _ r + ' ONIISIX3 33V1,1U aw 3AOr13a 'Ll3 MCS N �s Iz+es tils rq I IOSMWd :40 ©N3 •' 1-l1HdS! W+L7 VIS r � SZrii d`Y' !O 3003 • _ 4aL I l d } _ -'�c. xvM3r.kfO AQM3Na0` _ 313a3NOJ , � LTTrNdSV ` l � l9Z • � I 4 b3Nf3N 'W°AA 6.3.6-U "KI 1 7' 1 'CZ A3AanS Ol VOSI N0I1JSNYa1 N0113LIalSNO3 .Z M030 01+f6 '0'3'd (H101M .000 JO 1H!Dld 19-1 u�i WNO°, � tirr+a�gs C6-£l IYSOCINOH 03roL L �zu� ,Ls, a —8 °N A3"nS :63a31r13 rqi° r LSLC iv adod Add.j-liw ob � o� -££-It o5� T ; b d Z6�004 °N 1J3f06d 30 ' [s-r Jllli3t! dwn 3518 A3nz L aoi�3aia 'VHVNvl �nvd . P. . w� M co _- Ate, o 133HS s)wm onencj .0 Nnoo omi ��7n 's r 5` '°N QV 'CID vzzl :Hoae o- £a-ZLI lYWMDNOH ujn 3SVs S133HS a1n�n(Jnuaanl nvmuvua trr+ars zvMO.s i o w�ecc dry o s�r i a -ON J3/ 8ns 9[ 1SLE IV JVON J MVJJ e -Z i*oo —s j0 a a t6�004 ON 103(021d Q N=3810 'VNVNVI Invd (la)06+n of of+ZS 18 Lo+ZS of 00+2V 'd1S IIVM N018b0 "Co S£i 1V101 Z6-L£ 4Z ££'L L £ ZL 6 6 I 1 £ 6 H 9.9 01 99"0 1 £ 9 0 OZ 01 Z S-1 £ ZL 3 0 0 S"L 6"L £ 6 3 0 0 L 91 £ 9 0 04£ 59 6 £ £ ZL 0 SL 9 £ £ £ 6 B ZL 9 Z £ £ 9 V 1."0 3ftnlOA 51130 !0 "ON A'0 l LOVdIrJ H1.d30 H101M HIDN31 MOO 1133 (la)LO+zS of 00+9ti •vls TIVM N018d9 'NI11 .Z 511rds Asuvno 00000000000000 J 00000000000000 (1U)06+ZS O1 0£+ZS 0000000000 Le r 0000000 o °° OFaBY3 Nal0Aa1SNOJ 00 IIVM N 018d0 N I 0.00 00 Q-Q 0 00 MOaaoe 13AVa`J s 00 (31WOad 33S)S31VVA 1 o ° NOI1V'dnOL*M NOIM 00000 00000 r❑ �w3rv3n� Moaaoa 13nva0 .£ 3N11 ONf10aO ONI1SDc3 � ° ° o 0 0 0 UB L 1 -Nln .Z a3U V*I1S .10 NOVB .Z r NOI6 d0 dol 3arw Oi aowis10 13Sd30 M3 hs IL383NW NOW!) J0 d01 30SM 01 3ONV1SI0 13SJiO NOILOna1SNO3 N0Ii3( LLSNOO 313aON00 1N3Y130 ONL4Slx3 �u�.o ni acu�ni acio� �r�w�Wo�cw\i,wi 6-VO-60C "AL '® � s �N NO6iAlQ 3ONVN31NIVN � Ag "�" �� S133HS NOLLVNIN11111 ONV NOLLvzn3NN`dHO }re vNo� l x3Azpaay�3Ha,3 mN9ry 9 L 'S '3Ab 1S lC IV 'S '(RI Jl2>7`d IM � _°�-�azwti ea S-6g —'oN �3rWJJANnS a ►z zs �osNwor s :�� H� { HS „ ZBi004 -ON 1�3r021d s 19s _ �VYi 9SVB A3N dO aoia3Lll0 'vHVNv1 1f1Vd r'��,k ft ��a v �' ' Hooa Cr 1 6 smom 3nend d0 'ld3a .IWno3 DNIN °°' r N10 �y r s•� ON MV -ate cXoaddW 3MV Nouvom A1llun QNnou M3dwD oz lY auHrm ONIdIlllS ON115 s5s5-�z�—OOg— WGIMMi 3N0 HIIM �31MM MJVl N21n1 IM NI039 91a nOk 36OJ38 �M QWC -71 \x �IY� OJ � �00+5V `d1S 103f 02�d N1039 sxva z iiva 'HMG 01 SI OMMIS 310d3B SWldl iL lwkyl 01ldRLLS 3H1 AIAM Ol 969"M 1V W**ft,W ON o[d1V!!1 A"= did L'1 MW -S n—H ON C—H SNYM OMOINIS 10OSM 3H1 M IMOM 'lN3VGOY'W 3NV7 OW %-WJW ONIdA" MW 'l 1333 NI 3'1VOS 09 0b 02 0 MN b MN b TVM '*3V8 "N. IZ'1 `O L '03S ` Nil NOLL33S b3Nb 3N 74-AA e.3-V." 1-N. 2.i I �r - ��—V�L^ NOLLVNIVin-nl ONV NOLLvzn3NNVH3 'S '3AV 1S 6i iV 'S *(IN )WVJI-IIV4 a0103a10 I~i lnVd smaom onend 30 •.d3a Awnoo oNi� Oft AM= A M T � M s 'ON NOISV�IO 30N`dN31NIVW ez-i-tz-e 'ON A3nans i8i004 ON 103rOad ON GV 03� 3LV0 AB NOV. IS3a 31VO�+ � sa�rri 7r , �ol� 28 N '� + I�L � NV o� jp °d ' ►��'� ® N • �''I " .- `�% + y 'r 5�� IO34 1�33�OQ5]3HDf3 mNOIS NOSNHOP 's N� drlr 3SI9 A3Aar �an3lr �ooe ari SAMS 9 L 30 o t I L s ('XOaddV 3aV NIIUVOOI kLru.Ln QNn0ammm s555—�Z�-0o8—� bla n0A 3HOJ38 Sllda Z IWO •Ni03E3 OL Sl ONIdUS 3LiOi39 CanON ZL 1310AV1 ONIdmLLS 3NL AAM 0L 9699-96Z 1V omwr d 0NV Oua al ALW= ONOI ININOO Z of-N OW L -N PWW OaVON'dJ8 100SM 3NL 01 a333a 'iN3YC3Vf W MD WM 3WI 0NV V W130 MdUM ao3 I --------------d--- Irail.�s" 30 � - - - :oNn ow 14-3mU1ON6 m-A a 35 ---- - 1 „� M ONIdWIS I �Wn I,+' gNn �,dM 30 1333 NI 3IV3S 09 Ot' OZ 0 01 03 ,9Z' LL9 = N .0VVLC=l „OO,SC.LC =0 :V1Va 3AHnO 10 (S31WA H101M) J.dM -�O 1H01�l 5— '] ,J.,, `' ^r 3'N a 3'N C 0S ,mm a= z I.ON 133N8 NO Nwvfv 41Nw MS � AVM3Na0 1a .SZ 3J LLS 3M aN3 MAVa0 113d91L5 a31N30 M T13A 379 = ON3 I� ti. FAN illll. 11 1� ('d1J) Mown ZL MU 99+19 VIS a��8,� 3�nN� eW O .� kYM3A)H3 Z3AVNO ArML3AR30 1101 S:i Y O V3dll NaRL "31 0N3 00+1s VIS IIVN Nd 13S ('3AV 1SI0O0'L`r+RZ YI3 QYv.Lnv0zO'L0+I9 VIS 'O'd swan )WO .IWlb213033 3N!^1 AVM J0 LHOItaI S—I ll1 .CC 3dialS 3003 mmae ZIVN J 1a .Z1F 3ier NI039 NoLLVnNUNW 33S 3d9Lls 1 i3 I New ZI 'q3 13kIS NO 09+IC V15 NOLLVI1NlIN0O 33S S� tin �Nnml3um NoaonWSNOZ) (H1aIM ,000 ,lb'M AO lHON 5-1 3Nf9L31N3O M✓a l l VO-60C S133HS NOLLVNIINn711 aNV NOLLVZn3NNVHO 9 L 'S '3Ad 1S LC iV 'S *(Al M`d1111W -40 M=3MI0 tiAIVNVl lnVd 133HS sxaoM onend do •.id3a )uwnoo oNDI 'XoaddV 3MV Nonvorn unIlll aNfl@1 nam 9999-1►'D —009— L 91a n0A 380338 W a sa ALWM AM r UM +a aI a rm�d UN IV I s .•ss ,� �, ,aa �,� lP 'NI038 Ol SI ONId US 3HQ:M SHf10H a 1nwi MALLS 3H1 JAM Ol 96GS—POE 1V ONNNVId OW DIi� A1NnO0 ONDI d0 H38WB -" IMN00 Z IK—H OHV RBI sww of14wls 1DOSM W al. %am 'IMPaWM iEi}" 3NV1 QW '6PYM OMdlkU Hod 1 133d NI 31V3S 09 0tr 02 0 0T 02 wW .OI v NO sz lY MIXI'0N 3Dwm UfI UY/A on MA 11 1"C'CS 00+24 vis 'XOYddV 1V 3[Od 000M I SSV'R7 " O£ 'T'M1OS o &"Ras ONII M wim W&MI HWU im am 00+L9 d1S 103PO0ld d0 ON3 3 1,VA�3AMa t C9•aa+Bs VIS 13d d d 1� I �j f7aaml Ai' q -ON N01SINa 30NVN3iNIVN BZ—i—Il—B ON k3 8ns Z6i00. 'ON 103f'OMd S31WA H1aIM .,VM A0 1H01�l 9— t&W 3dRIlS wuN3o Morin 3%vm 3NrPAU l3D H00DrWISN00 — armu iD " 3Nn M/a ON (]IV •03d 31VO AB NOISIA311 31Va �a37Y.]3i V-Li7i I 1133M300s13Hoi3 mND15 NOSNHof 'S 411113' N-4s 4M 3SVB A3Akb a IE 1 •a3,I3n>l -A ON OZ H3Wl HWU lid[ NOW Ot*ts V1S KW .P NV NO .SE lV a311 nm 3W*Mfn UM OW KM 1H U I'OC MIM IV" IUMc V " 310d OOOM I ssm 1d Oc TMSN ,02'9TL M ,8S'1•TL a l ,00,01.LS p w/1Va 3AHnO -13 f- 3Nn M/a Hoina ° NOU.If[d-3Hd 310&M ADM30alfU 3H0 " �} 11 1" ca 00w9 -M -AOLU V 1V 3W 000 A w_ I ssv7,7 ld W TRIM •3'N b'3'N 74-M e.3-V'H 8*N lZ'1 "6 '03S M "*W '" 4I V N0 R lV O31WIOf1 3IIfyNwn llrM oa HHM 11 1" CE "+" YL4 'XOLdW 1V 33Od OOOM I ssm 'li OR TV]SHi li UPALS MM ON3 13PI40d Pcafu LM ON3 D9+L9 qS 11W Iu EI V NO .aE 1V a31Nf1011 3HMNNO 11VM WEY HLM 0 p ll 'ld CE 310d Y15 'XOHd JI IV 99+ DOOM �/c I M, 'ld oc TfV1SNl (H101M 000 ),VM A0 iH01d 5-1 rr,ra,w,cw,o�wi ZO-V — 6 0 C Y C7 -NNOIS OU-Mi 'S '3Ad 1S l lb' ' S ' a 2i J12�`dlllW aola3a[a 'vHVNvl -invd S�IaoM onand do 'id3a ),iNnoo DNDI i awmn zr+ro� �19a�i� o ,�,+��4 d 'r N� �e +mom + q "'ON NOISI/UO 30NdN31NNW ez:::: -a a+ )-vkins ' a8ioos oN laaroad oN OIv 'ate MV0 AS NOISVI3a 31r�O � 9�9 %VNI1j , r `�� o �103V HllYiS '1 mNo1S NOSNHDP 'S traa741J7 N01S +ivn 3sve A3N1r Nooe cm S133HS `90 Z l 133HS [Z I a 1 CXOaddr 3ar NaI1V001 Air in ama smm) sss5—t�Z�'—oos— � oia noA 380339 S)lda z IWO OZCl06 Z-1 'dd BC -10A .W.M ''3-VIJ ''N' 2-i a31VM d0 3003 �o� � Pd .40 3DO 'S '3AV Sl 00d 031NIVd l dV A % S11YYn ALTO AVM IY63a31 133A NI 3-VJS 09 O!• OZ 0 Ol OZ Wa i -ra, M NOIldN}3ad 3- ODC" A.'e0DX313 w— aV31 -MVIS WnLIS303.1 aV3N 70MLS T ODUA - 310N Na .10(W1SNM (D (3'rn*= aNAM 33S) 31M 3MA T dun kloiM m O (Al "M 'JNEHW it IMAad) S3Nm av3Na3A0 ----- S3aIA aNV lI(lDW aW M2N�M I ---- IDR-r a3d )ME NOLLOWIr C 3dA1 0 DR-' aid )0 9 NOilawr a 3"1 p eii-' aid X06 NaIIOW I ULL 310d 3NDHd3UL ao MAW aNLLSD(3 -0- -- 3-Dd WNSM Midral norm a3T[K1NO3 m�3-r a ti a� •� t (Nr[d rnn lur�+rlTs7 aw ?a=VZraNNVHM oI 'W 133f1s N0 Nwivn LLNM 33S AVM3Naa 13AV80 (W-Id NOLIVNDCTU aNV N0UVn-TY#MiW 6 b( 1331S Na NUUvn UNa3 33S ArM3Naa �nraa Avnl3+vaa Or MUM(* I/ 1NIVIIO�WlN3 �103 C L 'ON J]3HS 33S 3 OZ-09 'S 3A 9l N ISM (•3Ar 1S100 M( Ad 13S 'Cf+SZgNa (AlIV1f)IW)LO'L iC NIS 10'd S11WI'i A110 AVM �3� - 3N ['Ta.31.N30 NJti3A=NM -3N17d311i30 n-lO-l.FE11a 8 plop^..8 � c � 3N[1a31N30 mu e 'Me T >s ' 0 r ` (HiOlM 000 )IdM JO 1HOW 5-1 (Nr)d N0L1V aM-r0 aw NO ivzrt*ot*o 3'N a 3'N OI % 111-a Na NOI1V(Y1I11' 32' TCM °'3-b'8 "N L Z'i "6 °03S ` t ❑ _ 6 O WNDIS OLI M1 'S '3A`d ISLC iV 'S *ON Jl2 Vill1W kiom Mla VAMI lnVd s)RIOM 3nend -40 '1.d3a JILNno3 ONIN � scram s �r a=ems r rya *• �a� nd 'r a°' � aw A,� v" r o m NOISInId 3ONVN3INIVW 9Z—f—LZ-5 �N �3nans t61005 'ON 103f Oad ON ON '03J 31Va m NOISvaa 31Va NN01 = � iml $ W ' � ' 'r s'� :O3X031 oH_s "1 xasNHor •s :a3a31w NOIS timv 3sve A3A211 S133HS 9L 30 3Hs a t 1 a &a L a3>3wr :XOO9 al (1(OaddV 38V NOUV001 LLrUln aNnCWH3aNr0 S9S9—t'zt_oo2— l 914 n0A 38OJ38 SJldd Z 11d0 110133130 NMldN3-38d 313I1i3A A0NMMW3 - aV3H IVNOIS NVINIS30d >Y-PW. OV31i IVNOIS 3_131MA —� 31aN H0I10na1SNO0 OI (31na3HOS ONIaIA 33S) 3113N 3WA d0m a010313a ❑t (Al 3IHV0 '3NMHd3l31 'I13AOd) S3NII aV3Ha3A0 S3aIA aNV llnmm aNnnonaNn btt-r aid X139 NaI10Nnr C 3dAl 0 9tt-r a3d X09 N13I13Nnr Z 3dAl W un-ir aid XO9 NOI13" 13dAl 310d 3NOHd3l31 W a3AOd 0NI1SIX3 -(D- 3I0d IVNOIS 0133Va1 13NI6V0 a37MIN00 - 1333 Nl 31VOS O9 Ot 04 0 at 0Z I 9� LO 3�nln� 3bnin-i 'LL - 6 'ON S133HS NO SNOLLYINUN00 aid a310na1SN00 39 OL ONLLHt)n -L33aIS ONV Sa010313a NOLLdH3-311d 3101H34 ADN301343 M3NVAaV 'L 41 'Z-H 'L-H S1WV130 aid a3TW1SNI 39 TMiS Sa0103130 3109f3A TT/ -9 'X0VI9 IYIJ 39 TMiS 3LYWOV9 3H1 30 30V3 3H1 ONV aOSIA 3H1 d0 30ISNI 3H1 'S30V3anS TIV NO MOTL3.l 39 TM -IS SaV3H 3rNH3A TrY 'S 'lWV1dN0V9 H0N1-9 3AVH TM1S SOV3H 3101H3A TIV 't• '(MN) I 'ON 310d T(NE)IS OL (3S) C 'ON 710d TVNOIS Ol 1N30VfW 310d a3MOd NO a3HHOASNYHI ONLLSIX3 14OW aV3Ha3A0 530MAd 39 OL 33VMS IVOUL0313 'C 'NOLLDM SNO3 30 X33M !Saki 3H1 NIHOM 9699-95Z 1V 1133NION3 SNOLLVa3dO 3Ld3Va1 S.AWn00 ONIX ONV £9L9-96Z 1V aOSIMadm NOLmnaLSN00 IVNOIS SJ.1Nn00 ONIX A3LLON TMiS 8010Vd11400 'Z '3NrKUN30 NOILonWSNO3 i10 03NOLLVLS 3W grnOHLN00 ONV STIOd 'L v ° ° rlp.• i �• 111111 © 11� � v `r vI� 1 °3'N '3'N 6 .W.M °.lvb j °'N LZ`1 66 `33S '9L 'ON 133HS NO ,ZS-3.INACI aid 33Na3S 1V01a10313 1Nnon aVd TIV1SNi ONV 3avokld ■ n 'S3HON1 iZ Ol OZ 30 TTVHS 1HOBH Tr15303d 3H1 1d30X9 n-r NVId OaVONV15 31V15 NOIONIHSVM aid NOUVONn03 QVd V NO 13NIHY3 rd. 3d111 V NI '" IA 9.0 Y1 ++LS YlS 'XOaddV 1V uTnodLN00 a3LVnL0V-ATIrw 351Md-9 NV TIVISNI ONV 3avzvd '13 OC lV MY 'ld 9 NV NO UIUM K 3ahNIAM SdH 11VM--OOZ 3NO ONV I-WaYO-"IVIHM '.k-iwa5.SY NOI1n9HSnd 3NO 'C9 'ON O'V3H WVLS303d '91 'ON 133HS NO 11V13a aid AILS NMOa Ram 'll 'ld C'OZ '**ai,+l4 Y15 'XOaddV 1V mod a00M I SSV10 100d-0i TIVLSNI OW 30 A0ad VUCAM NOLLdVG-3ad 31.71H3A A0N3Oa3LY3 3NO 0NV 13NIM IVNIWa31 'A19H3SSY Nctun and 3NO TO 'ON aV3H NVIa1SIOU 'S L 'ON 133HS NO 11VJ.30 aid MO NMOa H11M � 'll '1d 0'OZ 'CL+OS YLS-XOaddV 1V 310d a00A1 I SSV10 100.d-Or Tivism aNV 301AOad 'Ld OC 1V 146V IJ 9 NV NO a31NnOW WYNIVIM SdH 11VM-OOZ V OIW U UM NO"VG-Mad 31OLH3A A4DN30k&43 3NO %3rlgK3SV NO1111aHsnd OML 'L9 ONV *9 'ON 50034 1Ma1S3033d 'SL 'ON 133MS NO IIVi3a aid Am NMoO HSLM � 'lY '13 O'OY 'CL+09 Y1S 'XO&W 1V 310d DOOM I SSVM 100d-01• TTVISNI ONV 30V+Oad '13NI9YJ IVNINa3L aNV 53non3SSV NO11119Hsnd dML 'i9 aw C9 'ON SOV3H %VWIS3033d '9L 'ON J33HS NO IWI3a aid Ans NMOO H11M j 'la 'JA C'Or 'OS+LS Y1S 'XON kN 1V 310d DOOM I SSY13 100d--0i TWISNI ONV 3aIA0ad i9 °£9 'Z9 'L9 °*9 '£9 'ON SOV3H WHIS3a3d 3uHM avNm 30Nrao Orrrl.11lod a LS 'ON aV3H 11MOIS NY 3311B 3OORMO N33a0/a3alYV 3l N33a0 .Z I a3elry ,FL O3a Z& b9 'L9 lc* 'Z-k °L1' 'ZZ 'LZ 'ON SMH WNJIS N3Maa xt a391w Z L ma XL - rxi,resinn\:,umu ---- -V l -V0 — 6 0 C 099 AjW*3 'JM , SM, RVa A9 NotS &" 31Va ■s/!llla swsa �� g 'oN NOISWO 33MdN31NIVYV :a3X33H S133HS NOIIVNirinill (INV NOI1VZf13NNVHO tirzro. IVA . a3NaIS3 r a �ilz1 HllwS 'l 9 L 'S '3A`d 1S L C 1H 'S '(18 .,Wil-llh a � � ,� C�1. 1 eaZ6#009 s 'ON A3nans 6Fz zL WOSNHor -S �303IN3 NDIS3 3O N �, N 'ON 103r0ad A � } A � 9 Zsi•OOS3sre A3nan 80103810 'VNVNVI lnVd �a,8 y�o y ? a3A3nan I SAdom onend J0 'ld3a �j-Nn0O ONIN 133HS N 01V '03! Dowa-13i C'XOWdV 3dV N010301 A11111n awcdoi wwu S 9999—vzk-008— L Oia not 38OA38 S,lda z 3iea <p m 331AN3S dWV 001 A WME 7@ W ❑ fTn Q�zya S]IIIwwm C 2 � ai `ci c 3d/13 V 8� f 0 n Gr2N2[ 9� N01133130 213 YMIN❑O P Ln sg cnn 0f w�L. n�r�inmP'ir�i�n r �m �NQfTp 2 T - "A' ryNm N �2 'xyx' N x�m�y Z i � y , F Ann p I•A1 VI Az r Vi n IA, !1 1fj�.UX =PCiC1 f•1 m gi�aZ=�i�g�m xgn� m� z F3 pp L1yW tigmZWgrom �y r^ m£❑j elmm Dg0m ❑ rg rn LW—'11. 9� Ixlmny �m 2 W nrm�N m rm i yr,�s W m m~ z m y 4= ��gZ i= ti Q o 42 m a gIn rn 4m Q m rrn m m m ru in n n -40 m A ❑ A A 2 'ON 3-10d ELK -Moll IVNDIS d m m Z s S3X09 NDI13Nnr a3110a1NO3 01 .N 19C 21 k1VR 29C � H 3 94C A rs a S9C 8 �9 a311oa1NO3 01 I '❑N 3-10d -IVN9IS XOH N0113Nnr 1VIa3V a 1sL l.+ro 0 29C ?I"IVA A 9g N 0 �4L a s9L. U X0a Nffliowr 1V1a3V S 3AV 1SIC nur r AnNII� IIII NN FFFFT m❑ Cc,A — g �14YQ.sZL1 g�Ll � A 0 Q s N01133130 20 WO XOH Noii3Nnr 1VIa3V 7 IdN9IS £ '❑N 3"1❑d -IVN9IS tr1�0OA o—�wi W �cM•a+wi �+ C �0—V�2, IVNJIS OUJVU 'S '3/�b 1S lC ld 'S 'Q�I Jl2idllllW�a� 11=3ata bHVw.L Invd Smom 3nend 30 'ld3a AiNn00 ONDI is/o�/o _si>�+' ,�No� y a Aso ��y�a °' 'r ° mne VON A ; W='[Ml r mm L �o� , ,�� m o 'r 5� q 'ON NOISIhIO 30Nb'N3INIVW �nan5 Zg;00g °N MrONd ..ON OIV '03d 31V0 a NOISMU 31V0 NO H11Nis 1 mNal NOSNHOr 'S d xGH3Sve AM` aaoe u SMHS 9l �0 IMHS a 1z ` ('XDd.ldV 31V NOIlV31n uriun aNIIOM'maw) 5555—�Z�-008-1 910 nO), 38OJ38 SAVO Z TWO 310d NFV&LS N38WIl SdVNM 1.no NO SMV: no --TSLAONVJS aavn� xns ausrld as 1331S 30M—tl AT (SM0 3-icipm 801 1108 3l� 318n00) 1nN X3H ONV 83HSVM 03ANnO 'NI'bS Z/l—Z '1108 OVI ,Z/L '31V1d Jun 310H OMl KJJM 1108 3A3 310NV .8%s 11VA(l MD NMOa 110,1 ONIH ¢3OV'1d � nVHS SNO HONI 8 Ol 0312Vdf'VQO INNS Tltd SNOLLVOIdI' 310d OC 38 1lVHS WIS 'VI0 ZL—OL 'ON01 13"InON00 AVM-4 1916 521.01.03NN03 1HOLLL3IVM KIM .J7 UMO )aH s�a3s ov_r oL -ON -� 0,8 juK Nal "HSnd •H3V1LV 133A i AY3A3 HOV11V i 3� LnONO3 -031S ("IV I .� S1lOB OVl H11M HOVILV 8L3H�Va9 TI3HSIW10 3sn t� IalnaNOO _TIiHSIW73_T/NIWY3I—ZL 3sn 210 INj3KLYVdNO3 TMINW31 TIVISNI LIU i AN3A3 HOVLLV � f av3►+uiuv3ti+iirisNt _�� —CLLV31ONl 108W' c ONV SLO 31VH333Z 3 301S NOW NO S13X3VHG TTVISNI Noune Hsnd H3DNnld 3N0aHO KLvA Nounamnd aNnow now ,Z4 4010GHSnd TINISNI 1%13a on -is I .,*-0„ lrol3a 9 O -V0—V02. WNOIS 061VIdl 77 AA V w 'S *3AV ISLE iV *S 'CIN MV1�1�►\ J aola3ala 1nfvNvl lnVd smom mend d0 Ud3a uNn03 9NIA )Q s 'ON NOMAIG 30NVN31NIVN Bx�h-lx-C ON J.3Aaf1S Zg;004 'ON 103f'08d oN OIV '033 aLYO As NOIS"a 31VO I ►./nit+ ra+ma IVN , r' a�niiiir " r��O ip d ® 3 lvNO, ,� �'""° ;; $ Lxtil 9 " co 5� ,m S133HS 9 d0 9 ` T 133HS 6 [i L RUNS 'I a3I e I 1 NOSNHOP 'S a31�ucI i dtllr 3sve .a3A :Hone (-XOMddv 3av NaIlv3Ol kiruin amadoM3aNn) SSSS—VZ41-008— l 91a nO), 38OJ30 SJlda Z IWO sna -lVain3N '6 ('93H3S a3HV389 33S) b1113V1NO3 '8 (3lna3HOS 83AV3Nff 33S) N3AUNEI HONVNE1 'L 10KN❑3 0I8133130iOHd '9 (a31VN .1.-110A SZT -dWV OT-iSdS) H31IMS IS31 'S (dWV ST-dS) a3AUNEI 10diNO3 '-V (dWV OS) 63) UNff W31SAS 1VN❑IS 'E (3-ina3H3S 83NV3Nff 33S) N3) UNEI NIVW 'Z dWV OOT - SDn1 NIVW 'T s1mom - 3 a V 8 L V �l311❑�iiN❑❑ � ,VN❑I5 ❑i LEJ O 0 linallo3 UnaNO3 3rrIVI3W-NaN - 3HN 1331s a3ZINVMlV9 - OS!) Smonallo3 I331S a3ZiNVAIV9 - S9 9NIaNnOM9 IN3Wdin03 - 393 M3dda3 - n3 133! 2 Snld 1Hom 3lod 3a x01 01 1tln03 HId3a lywn9 S1N3W3SM03M Hld3a IVRInB aNV 1H9I3H 9NuNnOW M03 IN31OLL 1S H19N31 .10 3l0d H39MI I SSVl3 '06-r NVId aaVONVIS 33S - aNnaND 1V1N3N3lddnS 9NIHSna 9NIaNnOM9 '13VSIN03 33S - SMO13naNO3 H1IA SIInamo S9 M0 smuonawo IVIMnH 133wa H3019 IVNIWa31 310d-2I 0 9fn 9NIaNnOM 61 M3A03 3-EVAOK34 a aw SHnH IH911NIVa HIM XO9 NoI13Nnr Ne vW3N ,bx.8X.6 L l nmw 13315 a3ZINVAltl9 a3ZIS 3a03 9t 'a3MIn03H SV 3ZIS 'aH3Ha3H1V311 'S1MOddnS 1svw H9IH M03 S3Snd dNv Oe 3Sn T62-6 Nailvoi-koids aMVaNv1S 33S - S13-ma3SIa )f31n0 a3SrU N0I133NN03 -111UMdN31VA MO! 3dv1 9NIIVlnSNI 319V3 M39N3SS3W ei M0133NNO3 11a9 Inds n3 '13VHINa0 33S - SM013naNO3 U-1.1W03 SO x3ldlal SSav u dNVM 39a3A 33IAa3S 01 'us-r Ny-w aMVONv1S aid aNnON9 1V1N3H3lddnS 01 133NN00 (INV 'a3ZIS 3aO3 '3S9 NI 393 3SO13N3 3NIl awum WOMB ,0I AO139 3NI1 aNn0M9 WOU ,0I 3AO9V 3l0d al 3.93 3ldVIS 6 `n6-r NVId aatlaNm 33S - 393 'SNOI1V3I3I33dS mNaNVIS 33S - 318V3 13x0vu aNV 310d L 'SNOIIV3IdI33dS aMVONVIS 33S - W3dHnr 9NiaNnH 9 '1nN3A3 MO SIM (INV SS3HSVM HIM (3-WWCI SO 319N1S) 11083A3 3l8HIHl a3ZINVAltl9 ,8/S '13VHIN03 33S - HION31 WMv ISVW H '13va1NO3 33S 'CC3 7• SNOI1VA313 3NIVNIHn-i (INV AVMatlON N33AL39 330a333Ia 3Hl Ol 1NTIVAIn03) IH913H 9NI1NnOH %3ff" ONV 3dA1 Mai laysimo 33s - 3smim-i 7 'd3WI3Vff"W HII11 S3111VA NOIIVHMI3NO3 'WNV 1SVH S9 I 3 1In321I0 OE OE ST ST H IRMI0 V 1In021I0 OOT 33IAN3S saw wu3v. = scw a3)IV3a8 HOM HH SdH'd HIM3aH NIVM S1If1;lal0 7 30IAa3S 3-ina3HOS 83AV38H '1N3Hd1na3 33LAa3S stl 3sn aa3 319VIInS 'oos# aavawis -vi M3d u-roavl aw a3sm 31Iad M3AO WnNiwi-N AXOd3 laud Z -1NIVd WO(I S313W NI ',>• A9 Al 'AWUA SStll9 3211A a3HSll13d 'I3xSv9 3N3ada3N 1-m a3Sol3'iIaNVH 1InVA 319VA3010d '1331S SS3lNIVIS 3dAl id0-I-M '3'3NIH a31tl33Na3 kina AAV3H smoa 'S1N3A a3.L13)iSVO 'I a3N33s3S Z NVd 9NllNnOW 1N3Nd=3 3I9VA0H3a Nm13nM1SNO3 I331S (3ZINVAltl93Md a9 211 '1NnOWavd 'HE VW3N lId13Q ADddnS 3NIdNIWn-1 II3A0d 139nd A9 a33IAM3S N3NA a3Hin03a ION 3SV9 S3I 3SV9 a313W j0 NOIIVIIVISNI of MORN 1H!]I3 A113 MIA IMW TPdHS Solo"1NO3 'NOI133NN03 33IAa3S 3U 9NllIbV93a kNV kn:) MAW 3H1 H11A 31VNIa-d003 TIVHS 413I31041NO3 E�RTd TINIM 3H1 aNv NOI1vem-4 13NI9V3 3H1 N33A139 ltl3S 3NO31.11S 33V-I l 'S ',2 x ,8 x .2/1 a3ZINVA-M a3ddla lOH Loev 3avM9 GINS" 39 TIVHS NaUVTIV1SNI S0H3NV 'SINHYN atld 9N1ISIx3 131 SSUH3NV a3aNO9 k'11V3IW3H3 b91 W O1HSVtl HIM a3HOVIly 39 INNS 13NI9tl0 'b 'AMA NOLL33S 1NVA3l3M ANV (INV NOLLYA313 NVId HIIM Nsism a3sa om V '1vA0addV aoj IIWHIIS TIVHS M013VMINa3 '1N3W33Vld IUMM al 133dS3a HIM 3SVO NO I3NIOV3 3n 113 M3d06d 3anssv of S,M32Y113V-MVW 13NI9V3 3Sn TIVHS W13VaINW -Iv31du SI Noma wicH avd 'E 1n9V xlVM3aIS aNtl dal 3M3HA S331VH3 9NII11H13 3atla9 )nvA3ais HIM HSn-u dot 1Nn011 13na1SNa3 'xlvA3QIS Ni a31tl301 sI 1NnoW atld 3a3HA '2 SNtlld 3H1 NO a31aN 3siMa3H10 Ss3lNn 31343NO3 000E SSb'13 39 TIVHS 1NWH atld 'T (33VdS Ar X .ti NIHIIM) 83NNOO NI a31V001 3E1 01 lIn(IN❑O 30NVNIN3 33IAN3S aNn0N9a3aNn .2 NDI1VQNn03 NI A71VNIN33 S1InaNO3 31V301 1 .9 83N803 1 H3V3 dVa 4# Sd0❑H 4# sEZ 'a381n03a SV S83Hl❑ fdV3 aNV rnaN00 2 38VJS 3N❑ 11V1SNI •9 —.9,T—L •bT J .9 LT 3l❑H NIvNa 3I1SV-Id N313WVIa .8/E 0 f- fI ll b3N2103 HOV3 NVa 4# Sd❑❑H V#-,- aWn1d ❑1 WIHSJ N3mnl3V3nNVW 13NIHV0 AH (13Ilddns na 01 9NIOVdS b❑d Viva 'I Sl30a NIIHON1i S 31❑N 37- 'NIW .2/T AH 13NIHVO 3❑ 3' N31N33 83M❑1 8V3-0 01 lInaN❑3 N❑IIVNIWn1'lI 13VN9IS SDJ 33IAN3S WOU3313 1-10A 02\02T ec S-3s -lIVJL3Q XVW ,OIL � I :ISdg lInaN❑3 330UN3 33I/�3S aNn❑NDN3aNn 'WVIa .Z .17■*, Sl❑1S 1VAO . X . I a3d31N33 39 01 1❑1S a, 1,9 I�� UNIH •�Z II .8t, l rt'� Y ❑ ❑ l J f