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HomeMy WebLinkAboutMiscDRAFT/ SUBJECT TO CHANGE AND MODIFICATION DURING CITY OF RENTON PUD AND SITE PLAN REVIEW AND APPROVAL PROCESS (After riling Return To: Crissa Cugini Davis Wright Trem,ame LLP 777 108°i Street, NE Suite 2300 Symmetra Center Bellevue, WA 98004-5149 DECLARATION OF PROTECTIVE COVENANTS AND EASEMENTS FOR SPRINGBROOK RIDGE PLANNED URBAN DEVELOPMENT (PUD) Grantor(s): 1. Springbrook Ridge, L.L.C. ❑ Additional names on page of document Grantee(s): 1. Springbrook Ridge Planned Urban Development ❑ Additional names on page of document Abbreviated Legal Description (lot, block and plat name, or section -township -range): SE %4 of SW `/4 of Section 29, Township 23 North, Range 5 East, W.M. Additional legal description is on Exhibit A of document Assessor's Property Tax Parcel Account Number(s): 2923059008 and 2923059148 Reference Numbers of Documents Assigned or Released (if applicable): ❑ Additional reference numbers on page of document DECLARATION OF PROTECTIVE COVENANTS AND EASEMENTS FOR SPRINGBROOK RIDGE RESIDENIAL AND COMMERCIAL DEVELOPMENT THIS DECLARATION OF PROTECTIVE COVENANTS AND EASEMENTS ("Covenants") is made this day of , 24_ by Springbrook Ridge, L.L.C. ("Declarant"), a Washington Limited Liability Company, [insert address] Renton, Washington, regarding certain land known as Springbrook Ridge Planned Urban Development (PUD) in the City of Renton, Washington. I. RECITALS A. Declarant is the present record title holder of certain real property situated in the City of Renton (the "City"), County of King, State of Washington, more particularly described on Exhibit A attached hereto and incorporated by reference herein, which real property is referred to herein as the "Property." B. Declarant is desirous of subjecting the Property to the conditions, covenants, restrictions and reservations set forth in these Covenants to insure proper use and appropriate development and improvement of said Property in order to: (1) Promote, encourage and maintain an integrated "community" concept; (2) Protect the Owners, tenants, and occupants of Building Sites against improper development and use of surrounding Building Sites which will depreciate the value and use of their Building Sites; (3) Assure adequate and reasonably consistent development of the Property; (4) Prevent the erection on the Property of structures constructed of improper or unsuitable materials or with improper quality and methods of construction; (5) Encourage and cause the erection of attractively designed permanent improvements which are appropriately located within the Property to achieve a harmonious appearance and function; and (6) Generally promote the welfare and safety of the Owners, tenants and occupants of each Building Site and of the general community. 02/04/2409 DRAFT Springbrook Ridge CCRs II. DEFINITIONS A. Definition of Terms: (1) "Architectural Review Committee" or "ARC" shall mean the committee which reviews and approves Improvements and other matters pursuant to Section 8.2.6. (2) "Association" shall mean the nonprofit Springbrook PUD Owners Association corporation as more fully described in Section 8.B. (3) "Board" shall mean the Board of Directors of the Association. (3a) `Building" and "Building ". [Define Residential and Retail buildings] (4) "Building Site" shall mean any contiguous parcel of land within the Property whose size and dimensions are established either by the legal description in the original conveyance from Declarant to the first fee Owner of said parcel of land, or through a subdivision, short plat, binding site plan or other instrument approved by Declarant in writing, and executed, acknowledged and recorded which designates a parcel of land as a Building Site for purposes of these Covenants (5) "Common Areas" shall mean all areas of the Property not contained within any Building Site, and may include open space, drainage facilities and detention areas, parking, landscaping and other Improvements. The size and configuration of the Common Areas and any Improvements therein may be adjusted pursuant to Section 6.1. (6) "Declarant" shall mean Springbrook Ridge, L.L.C., a Washington limited liability company, with its principal place of business at [ insert address] , Renton, Washington, , their successors and assigns. (7) "Development Period" is defined in Section 8.1 as the period when Declarant exercises certain rights. (8) "Improvements" shall mean and include but not be limited to buildings, parking areas, loading areas, fences, wails, hedges, landscaping, trails, mass plantings, poles, signs, stream crossing improvements, structures of any type or kind, or any other change in the Property from its natural state. (9) "Mortgage" shall mean and include deeds of trust and mortgages. -2- 02r04/2009 DRAFT Springbrook Ridge CCRs (10) "Mortgagee" shall mean the mortgagee under any mortgage, the beneficiary under any deed of trust, and any affiliate of such mortgagee or beneficiary who acquire title to a Building Site at a foreclosure sale or through a deed in lieu of foreclosure. (11) "Owner" shall mean the party or parties owning fee title to any Building Site; provided, an Owner upon written notice to Declarant may assign all or part of its rights, but not duties, hereunder to Owner's tenant. (13) " PUD and Site Plan" approval shall mean that certain Final Planned Urban Development and Site Plan approval covering the Property approved by the City of Renton on , 2009, (reference approval document } prepared by CPH Consultants, Inc, and recorded on , 2009 under King County Auditor's File No. , and any subsequent amendments or revisions thereto. (14) "Tenant." Tenant shall mean either a residential tenant occupying one of the residential units in Building _ and a retail or commercial tenant renting, occupying or using space in the retail building known as Building . III. PERMITTED USES AND PERFORMANCE STANDARDS A. No Offensive Uses. No noxious, hazardous or offensive trades, services or activities shall be conducted on any Building Site nor shall anything be done thereon which is or may become an annoyance or nuisance to the Owner, tenant or occupant of any other Building Site within the Property by reason of unsightliness or the excessive emission of fumes, odors, glare, vibration, gases, radiation, dust, liquid waste, smoke or noise. No hazardous wastes or substances (as defined by federal and/or Washington State laws or regulations) shall be transported to, used or stored on any Building Site. B. Performance Standards, Building Sites shall be utilized only for uses permitted under applicable zoning classifications. The Architectural Review Committee, in its sole discretion, shall have the right to impose more restrictive use and performance standards in order to insure proper use and appropriate development and improvement of the Property. IV. REGULATION OF IMPROVEMENTS A. Improvements Generally. No improvements shall be constructed, erected, placed, altered, maintained or permitted on any Building Site unless it complies with the PUD and Site Plan approval and until plans and specifications thereof have been approved by the Architectural Review Committee as more fully set forth in Article V111 of these Covenants. -3- 02/04.2009 DRAFT springbrook Ridge CCRs B. Setbacks. The setbacks shall be as indicated on the approved PUD as otherwise required by the City through building permits or other regulations. C. Off-street Parking. No parking shall be permitted on any street or at any place other than on the paved parking spaces provided for and described below. Each Owner and tenant shall be responsible for compliance with the foregoing by his employees and visitors. Off-street parking shall be provided on each Building Site by each Owner for tenants and their customers and visitors; provided, however, that the location, number and size of parking spaces on each Building Site shall be consistent with the Binding Site Plan for the Property and further subject to approval by the Architectural Review Committee pursuant to Article VIII hereof, and by the City. All off-street parking, access drives and loading areas shall be paved and properly graded to assure proper drainage and shall be subject to the approval of the Architectural Review Committee. D. Loading Areas. Truck loading and receiving areas shall not be permitted in the front portion of a Building Site. Proper visual screening must be provided between truck loading and receiving areas and any street. E. Outside Storage. No materials, supplies, equipment, finished or semi -finished products or articles of any nature shall be sorted or permitted to remain on any Building Site outside of the building, except as reasonably required during the initial construction of Building and Building . Facilities for waste and rubbish storage shall be properly screened and shall not be installed, constructed or utilized without the prior written approval of the Architectural Review Committee. F. Landscaping. (1) Approved Plan. All Building Sites shall be landscaped in accordance with the PUD and Site Plan approvals as well as a plan submitted to and approved in writing by the Architectural Review Committee prior to any development of each Building Site. Such landscaping plan shall include information regarding the type of sodding, the type of seeding, types and sizes of trees, hedges and shrubs and information regarding other customary landscape treatment for the entire Building Site, including fences, walls and screening. All landscaping plans also shall include an underground sprinkling system for grasses or other plants requiring irrigation. Without limiting the foregoing, the Architectural Review Committee shall have the authority to require installation and maintenance of landscaping and irrigation systems as necessary to comply with the conditions of approval contained in the Springbrook Ridge PUD Approval and individual approvals granted by the City for each Building Site. Further it shall be the responsibility of the Owner of a Building Site to landscape and maintain the area between the Building Site lines of said Owner's Building Site and the curbs of any public roadways adjacent to such Building Site. All landscaping shall be undertaken and completed in accordance with such approved plan and said plan may not be altered, -4- 02/04/2009 DRAFT Springbrook Ridge CCRs amended or revised without submitting the revised landscaping plan for prior written approval by the Architectural Review Committee. (2) Landscape Installation. All landscaping required hereunder, or otherwise to be provided on any Building Site, shall be completed within sixty (60) days after substantial completion of the construction of a building or other Improvement to be constructed on the Building Site or as otherwise required by the City. If weather conditions do not allow timely completion, then such Building Site Owner shall notify the Architectural Review Committee in writing that such landscaping cannot be completed within the sixty (60) day period, and the Architectural Review Committee may issue an extension in writing upon good cause shown. The required landscaping shall be completed as soon thereafter as weather conditions permit, and the Owner shall notify the Architectural Review Committee immediately upon such completion. If any Owner fails to undertake and complete its landscaping within the sixty (60) day period set forth above or any extension thereof, then either the Board, the Architectural Review Committee or Declarant, at its option, after giving the Owner ten (10) days' prior written notice, may undertake and complete the landscaping of the Building Site in accordance with the landscaping plan. If Declarant or the Architectural Review Committee shall undertake and complete such landscaping because of the failure of an Owner to complete the same, then the costs of such landscaping shall be assessed against the Owner. If such landscaping assessment shall not be paid within thirty (30) days after written notice of such assessment from the Architectural Review Committee or Declarant to said Owner, then said assessment will constitute a lien on the Building Site and may be enforced as set forth in Article IX, Section 9.7, hereof (3) Landscape Maintenance. Each Owner, tenant, or occupant of a Building Site shall be responsible for the landscape maintenance of its Building Site in a uniform, high quality, first-class manner, and it may contract to have such work performed by an independent landscape contractor. However, in the event that the landscape maintenance performed by such Owner, tenant or occupant, or its contractor is not in compliance with the landscaping maintenance standards established by the Architectural Review Committee and such landscape maintenance is not brought into compliance with such standards within thirty (30) days (or such longer period of time as designated by Declarant or the Architectural Review Committee, in their sole discretion) of the receipt of written notice from Declarant or said Committee setting forth the particulars of such noncompliance, then Declarant, the Board, or the Architectural Review Committee (directly or through its landscape designer or other agent), it its sole discretion, may enter upon the Building Site and undertake such landscape maintenance. All costs of such landscape maintenance undertaken by Declarant, the Board, or the Architectural Review Committee (directly or through its landscape designer or other agent), shall be assessed against the Building Site upon such landscape maintenance is performed, and failure to pay such assessment shall constitute a lien against the Building Site enforceable pursuant to Article IX, Section 9.7, hereof. -5- 02I04J2009 DR.gFT Springbrook Ridge CCRs G. Maintenance, Compliance with Laws. Each Owner of a Building Site shall keep its Building, improvements and appurtenances thereon in a safe, clean, maintained, neat and wholesome condition and shall comply in all respects with all applicable laws, ordinances, statutes, regulations and codes, including without limitation all health, police and fire requirements. Each Owner, tenant or occupant at its own expense shall remove any rubbish or trash of any character which may accumulate on its Building Site. Rubbish, trash, garbage or other waste shall be kept in sanitary covered containers of either metal or rigid plastic. All equipment for the storage or disposal of such materials shall be kept in a clean and sanitary condition. Rubbish and trash shall not be disposed of on the Property by burning in open fires. H. Signs. (1) Signage shall be only that signage that is approved or designated by the Architectural Review Committee and must comply with all applicable zoning regulations and requirements for signage. (2) Flashing or moving signs shall not be permitted. (3) The maximum height of free standing signs shall be determined by the Architectural Review Committee and must comply with all applicable zoning regulations. (4) All proposed plans for signs to be erected, including details of design materials, location, size, height, color and lighting, shall obtain the prior written approval of the Architectural Review Committee before erection. (5) The provisions with respect to signs contained in this Article IV, Para -graph 4.8, shall not apply to signs identifying Springbrook Ridge or to temporary signs related to the construction, sale or leasing of land or buildings in Springbrook Ridge, provided, such temporary signs shall require the prior written approval of the Architectural Review Committee. 1. Utility Connections. All utility lines and comrections shall be underground exclusively. Transformer and utility meters of any type shall be adequately screened from view and all installations of transformers and/or meters shall require the written approval of the Architectural Review Committee before installation. The Architectural Review Committee shall have the right to require any Owner to grant easements for utilities within the setback area of his Building Site as indicated on the PUD Approval or other recorded survey or documents for the benefit of other Owners. J. On -Site Drainage. (1) Approved Plan. Each Building Site Owner shall be required to provide and maintain adequate stormwater draining facilities, either through individual -6- 02/04r2004 DRAFT Springbrook Ridge CCRs building site facilities or participation in facilities located in common areas. The facilities shall provide for control of water quantity through detention and water quality through treatment. The type and amount of detention and treatment shall conform to the latest version of the stormwater standards adopted by the City. An engineer's analysis of detention and treatment requirements shall be submitted by the Owner to the Architectural Review Committee with plans and specifications for any building as herein provided. The Architectural Review Committee may approve detention through ponding, storage of storm water on roof tops, in parking areas, in the landscaped area, or in graded drainage swales, and/or by other approved methods. All stormwater drainage facilities shall be approved, in writing, by the City. (2) Drainage Installation. Each Building Site Owner shall install the stormwater drainage facilities in accordance with the plans and specifications approved by the Architectural Review Committee and the City and as required to comply with all applicable codes, regulations and permits in a timely manner. If any Owner fails to timely install stormwater drainage facilities as approved by the Architectural Review Committee and the City, then either the Board, the Architectural Review Committee or Declarant, at its option, after giving the Owner ten (10) days' prior written notice, may undertake and complete such installation or maintenance. If the Board, the Architectural Review Committee or Declarant shall undertake and complete such installation because of the failure of an Owner to complete the same, the costs thereof shall constitute an assessment and lien against the Building Site. If such assessment shall not be paid within thirty (30) days after written notice of such assessment from the Architectural Review Committee or Declarant to said Owner, then said . assessment shall bear interest and may be enforced as set forth in Article IX, Section 9.7, hereof. (3) Drainage Maintenance. Each Owner, tenant, or occupant of a Building Site shall be responsible for the maintenance of the stormwater drainage facilities on Building Site so that they will always be in good operable condition in accordance with the plans and specifications therefore approved by the Architectural review Committee and the City, and it may contract to have such work performed by an independent contractor. However, in the event that the such maintenance is not performed by such Owner, tenant or occupant, or its contractor within thirty (30) days (or such longer period of time as designated by Declarant or the Architectural Review Committee, in their sole discretion) after the receipt of written notice from Declarant or said Committee setting forth the particulars of such nonperformance, then Declarant, the Board or the Architectural Review Committee (directly or through a contractor or other agent), in its sole discretion, may enter upon the Building Site and undertake such storm drainage facility maintenance. All costs of such maintenance undertaken by Declarant, the Board or the Architectural Review Committee (directly or through a contractor or other agent), shall constitute an assessment and lien against the Building Site upon which such maintenance is performed. If such assessment is not paid within thirty (30) days after written notice of such assessment from the Architectural Review -7- 02/04/2009 DRAFT Springbrook Ridge CCRs Committee or Declarant to the Owner, then such assessment shall bear interest and may be enforced as set forth in Article IX, Section 9.7, hereof. K. Water and Sewage. Each Building Site Owner shall be required to connect to all water and sewer lines and satisfy all health and governmental water and sewage treatment requirements. V. BUILDING STANDARDS A. Construction. Construction or alterations of all buildings within the Property shall meet the following standards in addition to those set forth elsewhere in these Covenants: (1) Fire Resistant. All building shall be of fire resistant construction. (2) Equipment. No heating, air conditioning, electrical or other equipment or apparatus shall be installed on the roof of any building or structure or hung on the exterior walls unless the same is screened, covered and installed in a manner which shall be first approved in writing by the Architectural Review Committee. (3) Exterior. All buildings shall be constructed with an exterior finish consisting of brick, aggregate or masonry veneer, stucco, glass, or such other materials as are first approved in writing by the Architectural Review Committee. Notwithstanding any provisions contained herein in the contrary, the Architectural Review Committee reserves the right, in its sole discretion, to approve or disapprove all exterior finish materials. B. Existing Buildings. The Existing Buildings and their associated improvements as shown on the PUD Approval are declared to be in compliance with the building standards in this Article V. C. Zoning Restrictions. In the event of any overlap or conflict between any requirements of these Covenants and the requirements of the zoning or building codes of the City, the more stringent or restrictive requirement shall govern. VI. COMMON AREA EASEMENTS AND MAINTENANCE A. Title to Common Areas. During the Development Period, Declarant shall convey to the Association the Common Areas including any which in the future may be designated or identified by Declarant as Common Area in any document recorded by Declarant. During the Development Period, Declarant may modify the size, shape and uses of or improvements within the Common Areas, including but not limited to adding portions of the Common Areas to one or more Building Sites so long as such modifications leave all Building Sites in compliance with City requirements and adequate drainage facilities and -S- 02/04/2009 DRAFT Springbrook Ridgc CCRs easements are maintained for each Building Site. Each Owner shall have a nonexclusive easement for the common use and enjoyment of the Common Areas, consistent with the purposes of the particular Common Area and any legal restrictions or rules and regulations of the Association. Easements to use the Common Areas shall be appurtenant to and run with each Building Site and shall not be assigned or conveyed except upon transfer of title to such Building Site. B. Road and Parking Easements. Declarant hereby declares a nonexclusive easement for the common use and enjoyment of the roads and all surface parking areas (that is, not part of the underground parking spaces of Building _) within the Common Area and all Building Sites by all Building Site Owners, tenants and guests as shown on the Binding Site Plan or as shown in other documents recorded by Declarant. C. Drainage Easements. Nonexclusive drainage easements are hereby declared and shall be conveyed to the Association for existing drainage facilities serving the Existing Buildings, which easements and facilities may be relocated by Declarant so long as the modifications comply with City regulations and do not adversely affect the Existing Buildings. Further, Declarant shall create, establish, grant and convey to the Association any additional nonexclusive drainage easements as determined needed for the purpose of providing storm water drainage for other portions of the Property. The easement if dedicated shall be for the use and benefit of the Property, the Association. and Owners. No Improvement, fill or obstruction (including fences, patios or decks) shall be located in drainage easements unless specific written permission has been obtained from both Declarant (during the Development Period) or the ARC and the applicable governmental entity. All maintenance, monitoring, repair and/or rebuilding of the drainage easement, retention and detention system, flow restrictors and related facilities shall be by the Association, unless and until said facilities are dedicated and accepted by the City or other governmental authority. D. Monumentation Tracts and Easements. Declarant may grant and convey to the Association one or more monumentation tracts or easements across one or more Building Sites, and such monumentation tracts or easements shall constitute a part of the Common Areas. If a Building Site is owned by a party other than Declarant, then the monumentation tract or easement shall require the written approval of such owner and the holder of any mortgage on said Building Site prior to establishment of the monumentation tract or easement, which approval shall not be unreasonably withheld. No Improvements shall be constructed and/or located within the monumentation tracts or easements by any Owner, nor shall the monumentation tracts or easements be used for any purpose inconsistent herewith. Declarant or the Association may build, replace, modify and maintain monumentation, including lighted pilasters and landscaping within the tracts or easements. E. Reservation of Easement. There is reserved to Declarant and to the Association and their agents and employees, an easement over each and every Building Site for entry and access in a reasonable manner and at reasonable times and places for the -9- 02/04/2009 DRAFT springbrook Ridge CCRs performance generally of all their rights and duties as provided in this Declaration. Declarant shall repair any damage caused by its entry. F. Dedicated Right of Ways and Tracts. The Declarant may dedicate to the applicable governmental entity the rights of way for roadway purposes as depicted on the PUD Approval or other document recorded by Declarant, if any; provided, however, that no right-of-way or tract may be dedicated to the City without the City's prior approval and acceptance of the dedication. G. Utility Easements. Various utility easements are designated on the face of the PUD approval for the purpose of providing properties within the PUD approval with electric, telephone, gas, cable television service, wafter, storm sewer and sanitary sewer. These easements give the easement -holders the right to enter upon these Building Sites at all times to effectuate the purposes of the easements. Structures may only be placed on easements with the prior written permission of the Architectural Review Committee and the entity to which the easement was granted. No planting material, fill, or other substances may be placed on utility easements if it will interfere with any utility services. H. No Easement Obstructions. No structure, planting or other material that may damage or interfere with any easement, or the installation or maintenance of utilities, or that may unreasonably change, obstruct or retard the direction or flow of any drainage channels shall be placed or permitted to remain on any portion of the Property. I. Maintenance and Alteration of Common Areas. All maintenance and repair of the landscaping and Improvements in the Common Area, including monumentation tracts and easements, shall be by the Association. Nothing shall be altered in, constructed in or removed from the Common Areas without the prior written consent of the Architectural Review Committee, This restriction shall not require the Association to obtain the consent of the Architectural Review Committee in order to maintain landscaping located in these areas. J. Parking easement between Building _ parking area and Building _. Declarant hereby declares for the benefit of Building (Residential) that The Parking Area constructed to serve Building , as shown on Exhibit B, shall include three (3) parking spaces that are intended for the unreserved but exclusive use of the Tenants of Building . VII. UTILITIES AND DRAINAGE A. Utility Systems; Right to Connect. Utility systems shall be underground exclusively. There is reserved to each utility district or utility company the right to connect improvements upon all Building Sites with the utility service lines. Each Owner shall pay the then -prevailing price for its connections, equipment and meters, as charged by such utility. -10- 02/04/2009 DRAFT Springbrook Ridge CCRs B. Drainage. All Owners shall maintain in proper working order all roof drains and area storm drains on Improvements constructed on their Building Sites and shall ensure that the water from those drains flows into the storm drainage system installed to serve such Building Site. All Owners shall preserve and not alter the natural and man-made drainage courses existing on their Building Sites at the times such Owners obtain their respective interests in said Building Sites. All Owners are prohibited from redirecting, restricting, altering, or otherwise impairing the natural water flow in any manner without the prior written approval of the City (or successor governmental agency) and the ARC. No Building Site drainage shall be directed onto the Common Areas unless such drainage is shown on the approved road and drainage plans for the Springbrook Ridge project. Notwithstanding the foregoing, the Existing Buildings shall have the right to continue using the drainage courses and facilities existing on the date of these Covenants, subject to Declarant's right to relocate or modify pursuant to Section 6.3. The Declarant, Board and/or Architectural Review Committee shall have the right to enter upon any Building Site for the purpose of installing, maintaining or correcting failing drainage systems. All costs of such work undertaken by Declarant, the Board or the Architectural Review Committee (directly or through a contractor or other agent), shall constitute an assessment and lien against the Building Site upon such work is performed. If such assessment is not paid within thirty (30) days after written notice of such assessment from the Architectural Review Committee or Declarant to the Owner, then such assessment shall bear interest and may be enforced as set forth in Article IX, Section 9.7, hereof. C. Water Quality. Each Building Site's surface water drainage system is intended to protect the enviromnent. It is incumbent on each Owner to help protect the water quality of adjoining streams. Owners shall dispose of oils, solvents, cleaners and other polluting substances in a proper manner and in accordance with all applicable laws. Owners shall not apply excessive amounts of lawn fertilizers or other chemicals to their Building Sites. If deemed necessary by the Association or required by the applicable local authorities, the Association shall have the power to impose a program requiring reduction of pollutants, including without limitation imposition of a moratorium on application of fertilizers. D. Maintenance of Sensitive Areas. The maintenance of sensitive areas located on a Building Site shall be the duty of the Owner. Each owner shall fulfill all duties and pay all expenses in connection with the maintenance of the sensitive areas. VIII. MANAGEMENT; DEVELOPMENT PERIOD; ASSOCIATION A. Development Period. 1. "Development Period" Defined. The Development Period shall commence upon the recording of this Declaration and shall end at the earlier of the following: (a) the expiration of 10 years thereafter; (b) sale by the Declarant of all Building Sites to third party Owners; or (c) written notice from Declarant to the Owners of the Building Sites. -11- 02I04M09 DRAFT Springbrook Ridge OCRs 2. Board Members During, Development Period. During the Development Period, Declarant shall elect all members to the Board of Directors of the Association under Section 8.B.5, B. The Association. L Membership. Each Owner shall be a member of the Association. Such membership shall be appurtenant to and held and owned in the same manner as the beneficial fee interest in the Building Site to which it relates. Membership shall not be separated from ownership of the Building Site to which it relates. 2. Powers. The Association's duties and powers, include but are not limited to (a) owning, maintaining and administering the Common Areas and facilities, (b) administering and enforcing this Declaration, and (c) levying, collecting and disbursing the assessments and charges provided for in this Declaration. The Association has the right to promulgate rules and regulations that may further define and limit permissible uses and activities consistent with the provisions of this Declaration. All Owners shall receive written notice of any meeting of the Association at least 5 days in advance of the meeting. 3. Voting Rights. During the Development Period, Declarant shall have all voting rights. After expiration of the Development Period, every Owner shall be entitled to cast one vote in the Association for each Building Site owned. The right to vote may not be severed or separated from any Building Site, and the sale, transfer or conveyance of a Building Site to a new Owner shall operate to transfer the appurtenant vote without the requirement of any expressed reference thereto. The presence at any meeting, in person or by proxy, of at least 66% of the members shall constitute a quorum. If a quorum is present, the affirmative vote of a majority of members shall be the act of the Association, unless the vote of a greater number of members is required by this Declaration or by the Articles of Incorporation or Bylaws. 4. Number of Members and Votes. From the commencement of the existence of the Association, there shall be a total of two (2) outstanding votes in the Association, representing one vote for each of the two (2) Building Sites presently in the PUD approval. The total number of outstanding votes shall be automatically adjusted to equal the total number of Building Sites that may be created from time to time on the Property. 5. Board of Directors. a. Creation. A Board of Directors of the Association shall be established pursuant to the Articles and Bylaws. The Association, by amendment of the Bylaws, may increase the number of directors. b. Terms. The terms of the Board members shall be defined in the Bylaws. -12- 02/04/2009 DRAFT 5pringbrook Ridge CCRs C. Powers of the Board. All powers of the Board must be exercised in accordance with the Bylaws. The Board, for the benefit of the Property and the Owners, shall enforce the provisions of this Declaration, the Articles of Incorporation and the Bylaws. Members of the Board shall not be entitled to any compensation for services performed. In addition to the duties and powers imposed by the Bylaws and any resolution of the Association that may be hereafter adopted, the Board shall have the following powers and be responsible for the following: (a) Obtain policies of insurance as described in Article XII; (b) Obtain legal and accounting services if necessary to the administration of Association affairs, administration of the Common Areas, or the enforcement of this Declaration; (c) Pay all costs of maintaining the Common Areas; (d) If necessary, maintain any Building Site if such maintenance is reasonably necessary in the judgment of the Board to (i) protect Common Areas, (ii) preserve the appearance and value of the Property or Building Site, or (iii) fulfill the conditions of the PUD approval or Building Site approvals by the City. The Board may authorize such maintenance activities if the Owner of the Building Site has failed or refused to perform maintenance within a reasonable time after written notice of the necessity of such maintenance has been delivered by the Board to the Owner of such Building Site. All costs incurred by the Board in doing so shall be a special assessment against the Owner, and shall constitute a lien against the Building Site, which shall have the same effect as and may be enforced in the same manner as other liens of the Association pursuant to Article IX. If the estimated cost of such repair exceeds one-half of one percent of the assessed value of the Building Site and Improvements on that Building Site, the Board shall be required to have the assent of a majority of the members before undertaking such repairs; (e) Pay any amount necessary to discharge any lien or encumbrance levied against the entire Property or any part thereof that is claimed or may, in the opinion of the Board, constitute a lien against the Property or against -13- 02/04/2009 DRAFT 5pringbrook Ridge CCRs the Common Areas rather than merely against the interest therein of particular Owners. if one or more Owners are responsible for the existence of such liens, they shall be jointly and severally liable for the cost of discharging it and any costs or expenses, including reasonable attorneys' fees and costs of title search incurred by the Board by reason of such lien or liens. Such fees and costs shall be assessed against the Owner or Owners and the Building Site responsible to the extent of their responsibility; (f) Pay all utility charges attributable to Common Areas; authorize the installation of utility or service lines that the Board deems to be in the best interest of the Association; (g) Pay all costs deemed appropriate by the Board to ensure adequate security for the Building Sites and Common Areas; (h) Have the exclusive right to contract for all goods, services, maintenance, and capital improvements; (i) Improve the Common Areas with capital improvements; provided that for capital improvements exceeding $5,000, a majority of Owners must approve the addition of such capital improvements; {j) Enter any Building Site when reasonably necessary, in the event of emergencies or in connection with any maintenance, landscaping or construction for which the Board is responsible. Except in cases of emergencies, the Board, its agents or employees shall attempt to give notice to the Owner or occupant of any Building Site 24 hours prior to such entry. Such entry must be made with as little inconvenience to the Owner as practicable, and any damage caused thereby shall be repaired by the Board if the entry was due to an emergency (unless the emergency was caused by the Owner of the Building Site entered, in which case the cost shalt be specially assessed to the Building Site). If the repairs or maintenance activities were necessitated by the Owner's neglect of the Building Site, the cost of such repair or maintenance activity shall be specially assessed to that -14- 02/04/2009 DRAFT springbrook Ridge CCRs Building Site. If the emergency or the need for maintenance or repair was caused by the Owner of another Building Site, the cost thereof shall be specially assessed against the Owner of the other Building Site; (k) Adopt and publish rules and regulations governing the Owners and their tenants, invitees and licensees and establish penalties for any infraction thereof; (1) Declare the office of a member of the Board to be vacant in the event that a member of the Board is absent from three consecutive regular meetings of the Board; (m) Employ a manager, an independent contractor, or such other employees as the Board deems necessary and describe the duties of such employees; (n) Pay for all goods and services required for the proper functioning of the Common Areas and the Association. (o) Adopt budgets and impose annual general assessments and special assessments; (p) Open a bank account on behalf of the Association and designate the signatories required; (q) Commence legal actions for the enforcement of this Declaration or any other legal action that the Board deems necessary for the protection of the Property; defend against legal actions initiated against the Association; (r) Exercise for the Association all powers, duties and authority vested in or delegated to the Association and not reserved to the membership by provisions of the Bylaws, Articles of Incorporation or this Declaration. The Board shall have all powers and authority permitted to it under this Declaration and by the Bylaws. However, nothing herein contained shall be construed to give the Board authority to conduct a business for profit on behalf of all the Owners or any of them; and -15- 02/04/2009 DRAFT 5pringbrook Ridge CCRs (s) In the event of death or resignation of any Board member, the remaining Board members shall have full authority to appoint a successor member. 6. Architectural Review Committee. a. General. The Board shall appoint an Architectural Review Committee. The ARC shall consist of not less than three (3) and not more than Five (5) members. An election to fill either a newly created position on the ARC or a vacancy on the ARC requires the vote of the majority of the entire Board. However, the Board is not obliged to fill a vacancy on the ARC unless the membership of the ARC numbers less than three (3) persons. During the Development Period, the Declarant may elect to exercise and perform the functions of the ARC. If Declarant elects not to perform this function, or at any time elects to no longer perform this function, Declarant shall appoint the ARC to function as herein provided. After termination of the Development Period, the functions of the ARC shall be performed by the Board until such time as the Board shall appoint and designate the ARC. The ARC shall be appointed within one month following the termination of the Development Period. b. Jurisdiction and Purpose. The ARC shall review proposed plans and specifications for all Improvements and alterations thereof to be placed upon the Property. No exterior Improvements or alterations may be made until plans and specifications showing the nature, kind, shape, height, materials and location of the proposed Improvement or alteration have been submitted to and approved in writing by the ARC. C. Membership. The ARC shall be designated by the Board. d. Designation of a Representative. The ARC may unanimously designate one or more of its members or a third party to act on behalf of the ARC or an ARC member with respect to both ministerial matters and discretionary judgments. e. Donation of Time. No member of the ARC shall be entitled to any compensation for services performed on behalf of the ARC. ARC members or representatives shall have no financial liability resulting from ARC actions. f. Address of the Committee. The address of the ARC shall be at the registered office address of the Association. g. Votin . ARC decisions shall be determined by a majority vote by the members of the ARC. h. Submission of Plans. All plans and specifications required to be submitted to the ARC shall be submitted by mail to the address of the ARC in duplicate. -16- 02;04/2009 DRAFT Springbrook Ridge CCRs The written submission shall contain the name and address of the Owner submitting the plans and specifications, identify the Building Site involved, and include the following information about the proposed Improvement, landscaping or alteration: (a) The location of the Improvement, landscaping or alteration upon the Building Site; (b) The elevation of the Improvement, landscaping or alteration with reference to the existing and finished Building Site grade; (c} The general design of the Improvement, landscaping or alteration; (d) The layout of the Improvement, landscaping or alteration; (e) The exterior finish materials and color, including roof materials of the Improvement; and (f) Other information that may be required in order to determine whether the Improvement, landscaping or alteration conforms to the standards articulated in this Declaration. i. Plan Check Fee. All individuals submitting plans to the ARC shall be obliged to pay a reasonable plan check fee to cover the administrative costs of reviewing such development proposals. It will be necessary to pay the plan check fee upon submitting plans and specifications to the ARC. A plan check fee of $25 will be charged for the review of Improvements, landscaping or alterations. j. Evaluating Development Proposals. In evaluating development proposals, the ARC shall determine whether the external design, color, building materials, appearance, height, configuration of the proposed Improvement or alteration, and the proposed landscaping harmonize with (a) the various features of the natural and built environment, (b) the aesthetic character of the other improvements in the Springbrook Ridge project and (c) any other factors that affect the desirability or suitability of a proposed Improvement, landscaping or alteration. The ARC shall decline to approve any design that fails to meet the above recited standards and any other aesthetic standards promulgated by the ARC. The ARC will not approve temporary or non -permanent structures. ARC determinations may be amended by a majority vote of ARC members. k. Approval Procedures. Within thirty (30) days after the receipt of plans and specifications, the ARC shall approve or disapprove the proposed Improvement, - 17- 02/04/2009 DRAFT springbrook Ridge CCRs landscaping or alteration. The ARC may decline to approve plans and specifications that, in its opinion, do not conform to restrictions articulated in this Declaration. The ARC shall indicate its approval or disapproval on one of the copies of the plans and specifications provided by the applicant and shall return the plans and specifications to the address shown on the plans and specifications. I. Compliance with Codes. In all cases, ultimate responsibility for satisfying all local building codes and requirements rests with the Owner and contractor employed by the Owner. The ARC has no responsibility for ensuring that the plans and specifications that it reviews comply with building and zoning codes and requirements and shall have no liability if Improvements or alterations that it authorizes fail to comply with relevant building and zoning codes and requirements. No person on the ARC acting on behalf of the ARC shall be held responsible for any defect in any plans or specifications that are approved by the ARC, nor shall any member of the ARC or any person acting on behalf of the ARC be held responsible for any defect in any Improvement or alteration that was built pursuant to plans and specifications approved by the ARC. M. Variation. The ARC shall have the authority to approve plans and specifications that do not conform to this Declaration in order to (a) overcome practical difficulties or (b) prevent undue hardship from being imposed on an Owner as a result of applying this Declaration. However, a variation may only be approved if the variation will not (1) impair the attractive development of the Property or (ii) adversely affect the character of nearby Building Sites or Common Areas. Granting a variation shall not constitute a waiver of the restrictions articulated in this Declaration. Variations shall only be granted if the ARC determines that the variation would further the purposes and intent of this Declaration. Variations shall only be granted in extraordinary circumstances. D. Enforcement. In any judicial action to enforce a determination of the ARC, the losing party shall pay the prevailing party's attorneys' fees, expert witness fees, and other costs incurred in connection with such a legal action or appeal. IX. BUDGET AND ASSESSMENTS A. Association Budget. The Association's fiscal year shall be the calendar year unless the Board designates another fiscal year. Within thirty (30) days prior to the beginning of each fiscal year, the Board shall adopt an Association budget for the following fiscal year, setting forth the amounts reasonably estimated for Common Expenses. "Common Expenses" mean (a) expenses of administration, maintenance, monitoring, operation, security, repair or replacement of the Common Areas or any improvements thereof, (b) premiums or deductibles for all insurance policies required or pennitted by this Declaration, (c) all real property and other taxes and assessments on the Common Areas, (d) utility and service charges, (e) funding of reserves for anticipated operational shortfalls or for replacement of capital items, (f) legal fees and costs of the Association, if any, and (g) any other expenses established from time to -18- 021042009 DRAFT 5pringbroA Ridge CCRs time as reasonably necessary by the Board. Within thirty (30) days after the Board adopts a budget, the Board shall provide each Owner with a summary of the budget and set a date for a meeting of the Association to consider ratification of the budget, which shall be not less than 14 nor more than sixty (60) days after the summary is provided. Unless at that meeting a majority of Owners reject the budget, the budget shall be ratified, whether or not a quorum is present. If the proposed budget is rejected or the required notice is not given, the periodic budget last ratified by the Owners shall be continued until such time as the Owners ratify a subsequent budget proposed by the Board. Upon adoption of a budget, the Board shall assess all Building Sites with general annual and special assessments as provided in this Declaration. B. Creation of Liens and Personal Obligations. Each Owner, by acceptance of a deed for a Building Site, whether or not it shall be expressed in such deed, is deemed to covenant and agree to pay to the Association (a) general assessments and (b) special assessments. The general and special assessments, together with interest, costs and reasonable attorneys' fees, shall be a charge and continuing lien upon the Building Site against which such assessment is made and also shall be the personal obligation of the individual who is the Owner of the Building Site at the time the assessment comes due. C. Annual General Assessment. Each Owner shall pay an annual general assessment based upon the Association's budget in equal quarterly installments on the first day of each quarter beginning with the first day of each fiscal year. A portion of the general assessment may include fees or charges payable to third parties, including without limitation fees for architectural services provided to the ARC. All increases in the general annual assessment must directly reflect increases in Common Expenses. The general annual assessment may be increased by (a) up to 10% per year without a vote of the Owners; and (b) more than 10% per year only if a majority of the Owners consent to the increase. D. Special Assessments. In addition to the annual general assessment authorized in Section 9.3, the Board may levy in any fiscal year one or more special assessments, applicable to that year only, as follows: 1. Capital Improvements. The Board may levy special assessments for the purpose of defraying in whole or in part the cost of any installation, construction, reconstruction, extraordinary repair or replacement, of any capital improvements upon the Common Areas, provided that any capital improvements costing S must be approved by a majority of Owners. 2. Legal Fees and Damages. In addition to the general and special assessments authorized in Sections 9.0 and 9.D.1, the Board may levy from time to time a special assessment payable in a lump sum or installment basis, as the Board directs, for the purpose of defraying in whole or in part any legal fees, costs and/or damages or awards incurred in legal actions in which the Association is a party, or in which a member of either the Board or the ARC is named as a party (including Declarant when exercising the authority of the Board during the Development Period) as a result of a decision made or action - 19- 02/04/2004 DRAFT springbrook Ridge CCRs performed while acting on behalf of the Association. The special assessment under this Section 9.4.2 may be made by the Board only if approved by a majority of Owners. Notwithstanding the foregoing, no special assessment necessary to fulfill the indemnification obligations of Article XI shall be subject to disapproval. 3. Notice and Quorum for Any Action Authorized Under this Section. Written notice of any meeting called for the purpose of taking any action authorized under Sections 9.D.1 and 9.13.2 shall be sent to all Owners not less than thirty (30) days or more than sixty (60) days in advance of the meeting. Notwithstanding anything in this Declaration to the contrary, at the first meeting called, the presence of fifty-one percent (51%) of the Owners or of proxies entitled to cast votes shall constitute a quorum. If the required quorum is not present, another meeting may be called subject to the same notice requirement; the required quorum at the subsequent meeting shall be thirty-four percent (34%) of the Owners. E. Amount of Assessment. The amount of the general or special assessment attributable to each Building Site shall be equal to the total amount of such assessment divided by the total number of Building Sites for which final plat approval has been recorded. F. Date of Commencement of Assessments; Due Dates. Upon approval of the budget, the Board shall fix the general and/or special assessments, and shall notify each Owner of its respective assessment amount and due dates_ The liability of an Owner for any assessments against its Building Site shall commence on the first day of the calendar month following the date upon which the Owner acquires title to the Building Site. The first general assessment payment shall be prorated according to the number of months remaining in the calendar year. Upon request and for a reasonable charge, the Board shall furnish a signed certificate setting forth whether all assessments on a specified Building Site have been paid. A properly executed certificate as to the status of assessments on a Building Site shall be binding upon the Association as of the date of its issuance. G. Effect of Nonpayment of Assessment; Remedies of the Association. Assessments not paid within 10 days after the due date shall bear interest at the rate of 12% per annum until paid, but not exceeding the maximum rate permitted by law. Each Owner hereby expressly vests in the Association, through the Board or its agents, the right and power to bring all actions against such Owner personally for the collection of such assessments as debts and to enforce lien rights of the Association by all methods available for the enforcement of such liens, including foreclosure by an action brought in the name of the Association in like manner as a mortgage of real property. Such Owner hereby expressly grants to the Association the power of sale in connection with such liens. The liens provided for herein shall be in favor and for the benefit of the Association. The Association shall have the power to bid in an interest at foreclosure sale and to acquire, hold, lease, mortgage and convey the same. The Owner is responsible for payment of all attorneys' fees and costs incurred in collecting past due assessments or enforcing the terms of assessment liens. No Owner may waive or otherwise escape liability for the assessments provided herein by nonuse of the Common Areas or abandonment of its Building Site. In addition to the foregoing, the -20- 02/04/2009 DRAFT Springbrook Ridge CCRs Association shall have the right to suspend the voting rights of an Owner for any period during which any assessment against the Building Site remains unpaid and for a period not to exceed sixty (60) days for an infraction of the terms of either this Declaration, the Articles or the Bylaws of the Association. H. Exempt Property. All Building Sites are subject to the assessments provided for in this Section 9 except that during the Development Period Declarant may elect to exempt those Building Sites owned by Declarant or an affiliate or party related to Declarant, and in lieu of such assessment pay the difference between the amount assessed against the remaining Building Sites and the actual costs for the fiscal year for which the assessments are made. All property dedicated to and accepted by local public authority and all Common Areas shall be exempt from the assessments provided for in this Article. X. SUBORDINATION OF LIENS A. Intent of Subordination Provisions. The provisions of this Article X apply for the benefit of each Mortgagee who lends money for purposes of construction or to secure the payment of the purchase price of a Building Site or for refinancing. The sale or transfer of any Building Site shall not affect the assessment liens provided for in this Declaration except as otherwise specifically provided herein. B. Mortgagee's Nonliability. A Mortgagee shall not, merely by reason of its security interest, be liable for the payment of any assessment under this Declaration, nor for the observation or performance of any covenant or restriction, except those enforceable by equitable relief and not requiring the payment of money or except as hereinafter provided. C. Mortgagee's Rights During Foreclosure. During the pendency of any proceeding to foreclose a mortgage, including any redemption period, the Mortgagee or receiver, if any, may exercise any and all rights and privileges of the Owner of the encumbered Building Site, including without limitation the right to vote in the Association to the exclusion of the Owner's exercise of such rights. D. Mortgagee as Owner. At such time as a Mortgagee, or any other person or entity, shall become the record owner of a Building Site, except as provided herein the Mortgagee or such other person or entity shall be subject to all terms and conditions of this Declaration, including the obligation to pay for all assessments and charges in the same manner as any Owner. E. Title Free and Clear of Liens. A Mortgagee or other entity acquiring title to a Building Site through foreclosure or deed in lieu thereof shall acquire title to the encumbered Building Site free and clear of any lien arising from this Declaration to secure payment of any assessment which had become due but was unpaid prior to such acquisition of -21 - 02/04/2009 DRAFT Springhrook Ridgc CCRs title. Thereafter, assessment liens shall arise against the Building Site for any assessment payments coming due after the date of completion of the foreclosure or deed in lieu thereof. F. Survival of Assessment Obligation. After foreclosure or deed in lieu of foreclosure, any assessment that was due and unpaid as of the date of such foreclosure or deed in lieu of foreclosure shall continue to exist and remain a personal obligation of the Owner against whom the same was assessed, and the Association shall use reasonable efforts to collect the same from such Owner. G. Subordination of Assessment Liens. The liens for assessments provided in this Declaration that are due and payable as of the date of foreclosure of any Mortgage placed upon a Building Site by an Owner to secure a construction loan, an acquisition loan or a refinancing loan shall be subordinate to the Mortgage. Upon request, the Association will execute a written subordination document to confirm the priority of the lien of such Mortgage over the lien for such assessments. XI. INDEMNIFICATION To the full extent permitted by law, each member of the Board, each member of an Association committee (including, without limitation, the ARC), each officer of the Association, the Declarant and any managing agent of the Association shall be indemnified by the Association against all expenses and liabilities, including attorneys' fees, reasonably incurred by or imposed in connection with any proceeding to which he or she may be a party or in which he or she may become involved by reason of holding or having held such position, or any settlement thereof, whether or not he or she holds such position at the time such expenses or liabilities are incurred, except to the extent such expenses and liabilities are covered by insurance, and except in such cases wherein such person is adjudged guilty of willful misfeasance in the performance of his or her duties; provided that, in the event of a settlement, the indemnification shall apply only when the Board approves such settlement and reimbursement as being for the best interests of the Association. Nothing herein shall, however, be deemed to obligate the Association to indemnify any Owner who is or has been a Board member, committee member or officer of the Association with respect to any duties or obligations assumed or liabilities incurred by him or her under and by virtue of this Declaration as an Owner of a Building Site, XII. INSURANCE; LOSSES; CONDEMNATION A. Insurance Coverage. The Board shall procure for the Association and continuously maintain as a Common Expense one or more policies of insurance as follows: (a) insurance against property loss or damage by fire or other hazards to the Common Areas, (b) general comprehensive liability insurance for the Association, the Owners, Declarant and any agents, guests, invitees, licensees, or others, incident to the use and ownership of the -22- 02/04/20N DRAFT Springbrook Ridge CCRs Common Areas, (c) fidelity coverage naming the Association to protect against dishonest acts by the Board or any officers, agents or other persons responsible for handling Association funds, (d) workers' compensation insurance to the extent required by applicable laws and (e) any other insurance the Board deems advisable. B. Casualty Losses. In the event of substantial damage or destruction of any Common Area, the Board shall provide notice to the Owners, and all insurance proceeds received for the damage or destruction shall be paid to the Association for repair, replacement or other disbursement as determined by the Board. C. Condemnation. In the event any part of a Common Area is sought to be acquired by eminent domain or other proceedings, the Association shall give prompt notice thereof to the Owners. All compensation, damages and other proceeds received shall be paid to the Association. XIII. TERM, TERMINATION, MODIFICATION AND ASSIGNMENTS A. Term. These Covenants, including every provision, condition, restriction and reservation contained herein, shall continue in full force and effect until January, 1, 2025 and shall thereafter be automatically extended unless and until otherwise terminated or modified as provided below. B. Termination and Modification. This Declaration or any provision, covenant, condition, restriction, or reservation contained herein, may be terminated, extended or amended as to the whole of said Property or any portion thereof by Declarant alone during the Development Period. After the Development Period, this Declaration or any provision, covenant, condition, restriction, or reservation contained herein, may be terminated, extended or amended by an instrument signed by not less than sixty-six percent (66%) of the votes entitled to be cast by members present or represented by proxy at an annual or special meeting of the members of the Association at which a quorum is present. Any amendment must be recorded before it is effective; provided, no amendment shall impose more restrictive conditions than set out in Article IV of these Covenants as originally recorded; provided, further, no termination, extension, or amendment shall be effective prior to January 1, 2001 without the prior written approval of Declarant, unless Declarant shall relinquish such right of approval in writing prior to such date. Any properly approved termination, extension, or amendment shall be immediately effective upon recording of an instrument in writing, executed and acknowledged by Declarant or by the proper percentage of Owners (and by Declarant to the extent required herein), as applicable, in the office of the Clerk and Recorder of King County, Washington (or other appropriate office for recording of real property records). C. Assignments of Declarant's Rights. Any and all of the rights, powers and reservations of Declarant herein contained may be assigned by Declarant to any person, - 23 - 02/04/2009 € RAFT Springbrook Ridge CCR.9 corporation or association who accepts the same in writing, which assignment and acceptance shall be effective upon recording as a supplement to these Covenants. To the extent of such assignment and acceptance, Declarant shall be relieved from its obligations and duties hereunder. Further, Declarant shall be relieved automatically from all obligations and duties hereunder upon Declarant's sale or other transfer of all its fee interest in the Property, whereupon the Architectural Review Committee shall exercise all rights, powers, and duties of Declarant under these Covenants. XIV. GENERAL PROVISIONS A. Enforcement. The Association, the Declarant and each Owner shall have the right to enforce by any proceedings at law or in equity all rights, duties, obligations, covenants and easements now or hereafter imposed by the provisions of this Declaration. Failure by the Association or Declarant to enforce any right, duty, obligation or covenant herein contained shall in no event be deemed a waiver of the right to do so thereafter. In the event of legal action to enforce this Declaration, the prevailing party shall be entitled to recover court costs, reasonable attorneys' fees and any other expenses of litigation. B. Binding on Successors; Assignment of Declarant's Rights. The provisions of this Declaration shall run with the Property and apply to and bind the successors and assigns in interest and all parties having or acquiring any right, title or interest in the Property or any portion thereof. C. Interpretation. Use of the singular herein shall include reference to the plural, and vice versa, and use of the masculine gender shall include reference to the feminine gender. The captions in this Declaration are inserted only as a matter of convenience and for reference, and in no way describe, define, or limit the intent of this Declaration. The captions are not to be used in interpreting this Declaration. D. Partial Invalidity. All of the conditions, covenants, restrictions and reservations contained in this Declaration of Protective Covenants shall be construed together, but if it shall at any time be held that any one or more of said conditions, covenants, restrictions and/or reservations or any part thereof is void, invalid or unenforceable, then the same shall be severable and no other conditions, covenant, restriction or reservation or term hereof shall be affected or impaired thereby. E. Owner's Liability Subsequent to Sale. Upon sale of a Building Site, the selling Owner shall not have any liability for any obligations which accrue against the Building Site after the date of conveyance, but nothing herein shall relieve an Owner of any Building Site from liability for any assessments or other obligations incurred pursuant to these Covenants prior to such sale. -24- 02i042009 DRAFT springbrook Ridgc CCRs F. Benefits and Burdens. The terms and provisions contained in these Covenants shall bind and inure to the benefit of Declarant, the Owners of all Building Sites, and their respective heirs, personal representatives, successors and assigns. G. Notice. Any notices required or permitted herein shall be writing and mailed, with proper postage prepaid, by registered or certified mail, return receipt requested, and shall be directed as follows. If intended for a Building Site Owner (1) to the address of the Building Site, if improved; (2) to the address set forth in the purchase and sale agreement or purchase and sale agreement application if the Building Site is not improved; or (3) if neither of the foregoing applies, then to the last know address of the Owner. If intended for Declarant, then to the address designated by the Declarant from time to time. INTENTIONALLY LEFT BLANK -25- 02/04/2Q09 DRAFT Springbrook Ridge CCRs H. Applicable Law. These Covenants shall be construed and enforced in all respects under the laws of the State of Washington. I. Other Agreements and Declarations. Nothing in these Covenants shall modify or relieve any Owner or other person from complying with obligations under any declarations for roadway easements or other easements or other agreements affecting the Property or portions thereof which are recorded and/or entered into with such Owner. SPRINGBROOK RIDGE, L.L.C., a Washington limited liability company Its Managing Member STATE OF WASHINGTON } ) ss. COUNTY OF KING ) On this day of , before me, a Notary Public in and for the State of Washington, personally appeared , personally known to me (or proved to me on the basis of satisfactory evidence) to be the person who executed this instrument, on oath stated that he was authorized to execute the instrument, and acknowledged it as the Managing Member of SPRINGBROOK RIDGE, L.L.C., to be the free and voluntary act and deed of said company for the uses and purposes mentioned in the instrument. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. NOTARY PUBLIC in and for the State of Washington, residing at My appointment expires Print Name Exhibit A Legal Descriptions -26- 02/0=4/2009 DRAFT Springbraok Ridge CCRs EXHIBIT A Legal Descriptions [to be added after Boundary Line Adjustment approved] Exhibit B Site plan with all areas labeled, including Buildings, parking areas, common areas, etc. Form WA-5 (6/76) Commitment Face Page y� AM F. '%-2lve COMMITMENT FOR TITLE INSURANCE Issued by File No.: NCS-356568-WA1 0 VZtoP 12009 FIRST AMERICAN TITLE INSURANCE COMPANY First American Title Insurance Company, herein called the Company, for valuable consideration, hereby commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the proposed Insured named in Schedule A, as owner or mortgagor of the estate or interest covered hereby in the land described or referred to in Schedule A, upon payment of the premiums and charges therefor; all subject to the provisions of Schedules A and B and to the Conditions and Stipulations hereof. This Commitment shall be effective only when the identity of the proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A hereof by the Company, either at the time of the issuance of the Commitment or by subsequent endorsement. This Commitment if preliminary to the issuance of such policy or policies of title insurance and all liability and obligations hereunder shall cease and terminate six (6) months after the effective date hereof or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue such policy or policies is not the fault of the Company. This Commitment shall not be valid or binding until countersigned by an authorized officer or agent. IN WITNESS WHEREOF, the Company has caused this commitment to be signed and sealed, to become valid when countersigned by an authorized officer or agent of the Company, all in accordance with its By -Laws. This Commitment is effective as of the date shown in Schedule A as "Effective Date." E IFirst American Title Insurance Company NJ'dpi ti ,'x4 RrBR♦i -' �-�y By: /� tyr President SE9rEMBEB24. f �_�_ . -y Attest: 11"VAt4l Secretary By: Countersigned First American Title Insurance Company Form WA-5 (6/76) Commitment To 1 2 3. rl First American Title Insurance Company National Commercial Services 818 Stewart Street, Suite 800, Seattle, WA 98101 (206)728-0400 - (800)526-7544 FAX (206)448-6348 Mike Cooper (206)615-3107 mcooper@firstam.com CenturyPacific LP 1201 Third Avenue, Suite 1680 Seattle, WA 98101-3029 Attn: Katherine Laird FOURTH REPORT SCHEDULE A Commitment Date: February 02, 2009 at 7:30 A.M. Policy or Policies to be issued: File No.: NCS-356568-WAI Page No, 1 File No.: NCS-356568-WA1 Your Ref No.: Cugini Property AMOUNT PREMIUM TAX Standard Owner's Coverage $ To Follow $ $ Proposed Insured: To Fallow The estate or interest in the land described on Page 2 herein is Fee Simple, and title thereto is at the effective date hereof vested in: Robert Alex Cugini, Crissa Ann Cugini and Cathy Jo Cugini, each of their presumptively subject to the community interest of their spouses, if married on December 6, 1973, the date of acquiring title as to Parcel A and Alex Cugini Jr. and Norma Ann Cugini, husband and wife, as to Parcels B &C The land referred to in this Commitment is described as follows: The land referred to in this report is described in Exhibit "A" attached hereto. First American Title Insurance Company Form WA-5 (6176) Commitment EXHIBIT 'A' LEGAL DESCRIPTION: PARCEL A: File No.: NCS-356568-WA1 Page No. Z THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING NORTHERLY OF THE NORTHERLY LINE OF I.G. CARR ROAD (SOUTHEAST 174TH); EXCEPT THE WESTERLY 405 FEET MEASURED AT RIGHT ANGLES TO THE WEST LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER; ALSO EXCEPT THE FOLLOWING PORTION OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER; BEGINNING AT THE INTERSECTION OF THE SOUTHERLY LINE I. G. CARR ROAD (SOUTHEAST 174TH STREET) WITH THE EAST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER, SAID POINT BEING A DISTANT NORTH 0054'30" EAST 361.37 FEET FROM THE SOUTHEAST CORNER OF THE SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE NORTH 79°41' WEST 453 FEET, MORE OR LESS, ALONG THE SAID SOUTHERLY LINE OF I.G. CARR ROAD TO A POINT WHICH IS DISTANT 450 FEET MEASURED AT RIGHT ANGLES TO THE SAID EAST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE NORTH 0054'30" EAST PARALLEL WITH AND DISTANT 450 FEET FROM THE SAID EAST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER TO A POINT ON THE NORTH LINE THEREOF; THENCE EAST ALONG THE NORTH LINE OF THE SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER TO THE NORTHEAST CORNER THEREOF; THENCE SOUTH 0054'30" WEST ALONG THE SAID EAST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER TO THE POINT OF BEGINNING; ALSO EXCEPT THE NORTH 150 FEET THEREOF; ALSO EXCEPT ALL THAT PORTION THEREOF WHICH LIES SOUTHWESTERLY OF THE NORTHEASTERLY LINE OF STATE ROUTE 515 AS CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED OCTOBER 15, 1974 UNDER RECORDING NO. 7410150288, RECORDS OF KING COUNTY, WASHINGTON. PARCEL B: THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE SOUTHERLY LINE OF LG. CARR ROAD (SOUTHEAST 174TH STREET) WITH THE EAST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER, SAID POINT BEING DISTANT NORTH 00054'30" EAST 361.37 FEET FROM THE SOUTHEAST CORNER OF THE SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE NORTH 79041'00" WEST 453.00 FEET, MORE OR LESS, ALONG THE SAID SOUTHERLY LINE OF I.G. First American Title Insurance Company Form WA-5 (6/76) File No.: NCS-356568-WA1 Commitment Page No. 3 CARR ROAD TO A POINT WHICH IS DISTANT 450 FEET MEASURED AT RIGHT ANGLES TO THE SAID EAST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE NORTH 00054'30" EAST, PARALLEL WITH AND DISTANT 450.00 FEET FROM THE EAST LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER TO A POINT ON THE NORTH LINE THEREOF; THENCE EAST ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER TO THE NORTHEAST CORNER THEREOF; THENCE SOUTH 00054'30" WEST, ALONG THE SAID EAST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER, TO THE POINT OF BEGINNING; EXCEPT THE NORTH 150 FEET THEREOF; ALSO EXCEPT THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., LYING NORTHEASTERLY OF THE NORTHEASTERLY LINE OF I.G. CARR ROAD (SOUTHEAST 174TH STREET) AND LYING SOUTHEASTERLY OF THE SOUTHEASTERLY LINE OF THE IS LINE AS CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED DECEMBER 6, 1973 UNDER RECORDING NO. 7312060244; ALSO EXCEPT THE EAST 50 FEET THEREOF LYING WITHIN SECONDARY STATE HIGHWAY NO. 5C (BENSON ROAD); ALSO EXCEPT THOSE PORTIONS CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED DECEMBER 6, 1973 UNDER RECORDING NO. 7312060244; ALSO EXCEPT THAT PORTION LYING SOUTHWESTERLY OF THE SOUTHWESTERLY RIGHT-OF-WAY LINE OF S.R. 515 AS CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED DECEMBER 6, 1973 UNDER RECORDING NO. 7312060244. PARCEL C: THE SOUTH 120.0 FEET OF THE NORTH 150.0 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING EAST OF A LINE 405.0 FEET EAST AND PARALLEL WITH THE WEST LINE OF SAID SUBDIVISION AND WEST OF THE WEST MARGIN OF BENSON ROAD (SECONDARY STATE HIGHWAY NO. 5C) AS CONVEYED TO KING COUNTY BY INSTRUMENT RECORDED UNDER RECORDING NO. 5574274; EXCEPT THE EASTERLY 293.08 FEET, AS MEASURED ALONG THE NORTH BOUNDARY LINE OF SAID SUBDIVISION; ALSO EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NO. 7312060244. First American Title Insurance Company Form WA-5 (6/76) Commitment SCHEDULE B - SECTION 1 REQUIREMENTS The following are the Requirements to be complied with: File No.: NC5-356568-WA1 Page No. 4 Item (A) Payment to or for the account of the Grantors or Mortgagors of the full consideration for the estate or interest to be insured. Item (B) Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for record. Item (C) Pay us the premiums, fees and charges for the policy. Item (D) You must tell us in writing the name of anyone not referred to in this Commitment who will get an interest in the land or who will make a loan on the land. We may then make additional requirements or exceptions SCHEDULE B - SECTION 2 GENERAL EXCEPTIONS The Policy or Policies to be issued will contain Exceptions to the following unless the same are disposed of to the satisfaction of the Company. A. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. B. Any facts, rights, interest, or claims which are not shown by the public records but which could be ascertained by an inspection of said land or by making inquiry of person in possession thereof. C. Easements, claims of easement or encumbrances which are not shown by the public records. D. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other facts which a correct survey would disclose, and which are not shown by public records. E. (1) Unpatented mining claims; (2) reservations or exceptions in patents or in acts authorizing the issuance thereof; (3) Water rights, claims or title to water; whether or not the matters excepted under (1), (2) or (3) are shown by the public records; (4) Indian Tribal Codes or Regulations, Indian Treaty or Aboriginal Rights, including easements or equitable servitudes. F. Any lien, or right to a lien, for services, labor, materials or medical assistance theretofore or hereafter furnished, imposed by law and not shown by the public records. G, Any service, installation, connection, maintenance, construction, tap or reimbursement charges/costs for sewer, water, garbage or electricity. H. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for value the estate or interest or mortgages thereon covered by this Commitment. First American Title Insurance Company Form WA-5 (6/76) File No.: NCS-356568-WA1 Commitment Page No. 5 SCHEDULE B - SECTION 2 (continued) SPECIAL EXCEPTIONS 1. Lien of the Real Estate Excise Sales Tax and Surcharge upon any sale of said premises, if unpaid. As of the date herein, the excise tax rate for unincorporated area of King County is at 1.78%. Levy/Area Code: 4250 For all transactions recorded on or after July 1, 2005: • A fee of $10.00 will be charged on all exempt transactions; • A fee of $5.00 will be charged on all taxable transactions in addition to the excise tax due. 2. This item has been intentionally deleted. 3. This item has been intentionally deleted. 4. This item has been intentionally deleted. 4 Reservations and exceptions, including the terms and conditions thereof: Reserving: Minerals Reserved By: Northern Pacific Railway Company, a corporation of the State of Wisconsin Recorded: December 19, 1958 Recording Information: 4978462 6. Easement, including terms and provisions contained therein: !! Recording Information: December 7, 1967 under Recording No. 6275643 In Favor of: King County Water District No. 58, a municipal corporation For: Watermain Affects: (Parcel A) as described therein Covenants, conditions, restrictions and/or easements: Recorded: April 23, 1969 Recording No.: 6500066 (Affects Parcel No. C) 8. Covenants, conditions, restrictions and/or easements: Recorded: October 21, 1970 Recording No.: 6705976 (Affects Parcel No. B) First American Title Insurance Company Form WA-5 (6/76) Commitment "" y. 10. 13, 14. 15, 16. 17 18. Reservations and exceptions, including the terms and conditions thereof: Reserving: Minerals File No.: NCS-356568-WA1 Page No. 6 Reserved By: Burlington Northern Foundation, a charitable corporation of the State of Minnesota Recorded: August 28, 1972 Recording Information: 7208280418 (Affects Parcel No. A) This item has been intentionally deleted. This item has been intentionally deleted. The terms and provisions contained in the document entitled Agreement, executed by and between Soos Creek Water and Sewer District, a Washington municipal corporation and Steve and Laura Mitchell, recorded January 20, 1989 as Instrument No. 8901200563 of Official Records. (Affects Parcel No. C) The terms and provisions contained in the document entitled "Resolution No. 2214-5" recorded October 3, 2001 as Recording No. 20011003000193 of Official Records. (Affects Parcel No. C) The terms and provisions contained in the document entitled "Notice of Claim to Severed Mineral Interest" recorded January 25, 2003 as Recording No. 20030125002078 of Official Records. The terms and provisions contained in the document entitled "Notice of Claim to Severed Mineral Interest" recorded January 25, 2003 as Recording No. 20030125002079 of Official Records. Question of identity of the spouse of Robert Alex Cugini, Crissa Ann Cugini and Cathy Jo Cugini on December 6, 1973, date of acquiring title. In addition, title is subject to matters which the record may disclose against the name of said spouse. Title to vest in an incoming owner whose name is not disclosed. Such name must be furnished to us so that a name search may be made. Unrecorded leaseholds, if any, rights of vendors and security agreement on personal property and rights of tenants, and secured parties to remove trade fixtures at the expiration of the term. FirstAmerican Title Insurance Company Form WA-5 (6/76) Commitment 19. General Taxes for the year 2009. Tax Account No.: 292305-9009-07 Amount Billed: $ 4,816.46 Amount Paid: $ 0.00 Amount Due: $ 4,816.46 Assessed Land Value: $ 469,600.00 Assessed Improvement Value: $ 0.00 (Affects Parcel A) 20. General Taxes for the year 2009. Tax Account No.: 292305-9148-09 Amount Billed: $ 16,277.98 Amount Paid: $ 0.00 Amount Due: $ 16,277.98 Assessed Land Value: $ 1,589,900.00 Assessed Improvement Value: $ 0.00 File No.: NCS-356568-WAl Page No. 7 (Affects Parcels B and C) 2 . The terms and provisions contained in the document entitled "Notice of Claim to Severed Mineral Interest" recorded December 9, 2008 as 20081209000691 of Official Records. First American Title Insurance Company Form WA-5 (6/76) File No.: NCS-356568-WA1 Commitment Page No. 8 INFORMATIONAL NOTES A. Effective January 1, 1997, and pursuant to amendment of Washington State Statutes relating to standardization of recorded documents, the following format and content requirements must be met. Failure to comply may result in rejection of the document by the recorder. Any sketch attached hereto is done so as a courtesy only and is not part of any title commitment or policy. It is furnished solely for the purpose of assisting in locating the premises and First American expressly disclaims any liability which may result from reliance made upon it. C. The description can be abbreviated as suggested below if necessary to meet standardization requirements. The full text of the description must appear in the documents) to be insured. Ptn Sec 29 Twp 23N Rge 05E, SW Qtr, SE Qtr APN: 292305-9009-07 APN: 292305-9148-09 TAXES FOR THE YEAR 2008 HAVE BEEN PAID IN FULL D. A fee will be charged upon the cancellation of this Commitment pursuant to the Washington State Insurance Code and the filed Rate Schedule of the Company. END OF SCHEDULE B First American Title Insurance Company Form WA-5 (6/76) Commitment t � ri»t,k! ti -t First American Title Insurance Company National Commercial Services COMMITMENT Conditions and Stipulations File No,: NCS-356568-WAI Page No. 9 The term "mortgage" when used herein shall include deed of trust, trust deed, or other security instrument. If the proposed Insured has or acquires actual knowledge of a defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment, other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act or reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclosure such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option, may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of Policy or Policies committed for, and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the Policy or Policies committed for and such liability is subject to the Insuring provisions, exclusion from coverage, and the Conditions and Stipulations of the form of Policy or Policies committed for in favor of the proposed Insured which are hereby incorporated by references, and are made a part of this Commitment except as expressly modified herein. Any claim of loss or damage, whether or not based on negligence, and which arises out of the status of the title to the estate or interest or the lien of the Insured mortgage covered hereby or any action asserting such claim, shall be restricted to the provisions and Conditions and Stipulations of this Commitment. First American Title Insurance Company Form WA-5 (6/76) Commitment The First American Corporation First American Title Insurance Company National Commercial Services PRIVACY POLICY We Are Committed to Safeguarding Customer Information File No.: NCS-356568-WA1 Page No. 10 In order to better serve your needs now and in the future, we may ask you to provide us with certain information. We understand that you may be concerned about what we will do with such information particularly any personal or financial information. We agree that you have a right to know how we will utilize the personal information you provide to us. Therefore, together with our parent company, The First American Corporation, we have adopted this Privacy Policy to govern the use and handling of your personal information. Applicability This Privacy Policy governs our use of the information which you provide to us. It does not govern the manner in which we may use information we have obtained from any other source, such as information obtained from a public record or from another person or entity. First American has also adopted broader guidelines that govern our use of personal information regardless of its source. First American calls these guidelines its Fair Information Values, a copy of which can be found on our website at www,firstam.com. Types of Information Depending upon which of our services you are utilizing, the types of nonpublic personal information that we may collect include: Information we receive from you on applications, forms and in other communications to us, whether in writing, in person, by telephone or any other means; Information about your transactions with us, our affiliated companies, or others; and - Information we receive from a consumer reporting agency. Use of Information We request information from you for our own legitimate business purposes and not for the benefit of any nonaffiliated party. Therefore, we will not re€ease your information to nonaffiliated parties except: (1) as necessary for us to provide the product or service you have requested of us; or (2) as permitted by law. We may, however, store such information indefinitely, including the period after which any customer relationship has ceased. Such information may be used for any internal purpose, such as quality control efforts or customer analysis. We may also provide all of the types of nonpublic personal information listed above to one or more of our affiliated companies. Such affiliated companies include financial service providers, such as title insurers, property and casualty insurers, and trust and investment advisory companies, or companies involved in real estate services, such as appraisal companies, home warranty companies, and escrow companies. Furthermore, we may also provide all the information we collect, as described above, to companies that perform marketing services on our behalf, on behalf of our affiliated companies, or to other financial institutions with whom we or our affiliated companies have joint marketing agreements. Former Customers Even if you are no longer our customer, our Privacy Policy will continue to apply to you. Confidentiality and Security We wilt use our best efforts to ensure that no unauthorized parties have access to any of your information. We restrict access to nonpublic personal information about you to those individuals and entities who need to know that information to provide products or services to you. We will use our best efforts to train and oversee our employees and agents to ensure that your information will be handled responsibly and in accordance with this Privacy Policy and First American's Fair Information Values. We currently maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. c 2001 The First American Corporation - All Rights Reserved First American Title Insurance Company PIOFI a i3 WONAL � 111�S1lR�AIraE lilad Ix R.egd .s a q n d XOM REDOMiFA NAIL Tit Kenneth a. Shellan 117 Park Avenue North Renton, WA 98055 Tows r+.a **oft rm rcoomw s AOL r l u k" 10 3 13YT. i' RECfh xjW. A � • EXCISE TAX Pa ANIONS 10 M REID F .PR HP- 0'-r"- 0;�' Rp F LANt4IhtG 2009 RLEEIED -ohs *0965 E 6.OD *►+�5.00 55 ra.r ur Statutory Warranty Deed THE GRANTOR Delbert Sennett and _,ette Bennett and Fairfield Development $10.00 and ocher good and sufficient consideration in had pdd, eeawyi aed ROBERT ALEX CUGYN I , CRISSA ANN CUGINi and CATHY JO CUCTUI dw f iwi 5 dm%W and eaer, eitud in ue Canty ei King . Sam of Legal Description Attached wUk } jx W S C 12ijar!cl 1 Sw�Tax--=?� 2 d neon a� lac-ru 2 6. 0 0_ a ►-: o_L LU (V\ Duel dtr Fr l" ms) £AI $rATE OF WASHWGTON, caner of �t 00 0& day P. —a) MPeMei WAM we oa at hers W Le the i dw.,bw . 'd *Ile .trd lk .'r` md ai ad-~ tail AWW qe Brae a five aed euertq on sad d 3, ke lie No wd pup eee A , Grax aeda aF bwd ud Wkd Mel this any d pr<� l�fic s �, w S<dr K IwAiep�e, ►friiis a, Ln CD I oD A 4. The land referred to Tn this camitmeat is located in the cmntlr of King, State of Washington. tad described as follors_ THAT PORTION OF THE SOUTHEAST QUUTER OF THE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 23 NORTH. RANGE 5 EAST, M.M., IN KIN COUNTY, WASHINGTON, LYING NORTHERLY OF THE NORTHERLY LIKE OF I. G. CARR ROAD (SOUTHEAST 174TH}: EXCEPT THE WESTERLY 405 FEET IEASNXHED AT RIGHT ME$ TO THE HEST LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER; ALSO XC PT THE FOLLOWING PORTION OF SAID SOUTHEAST WATER OF THE NEGINNIN6 AT 111E INTMCTION OF 7 E SOUTHERLY LINE I. G. CARR ROW€! (SOUTHEAST I,-4TH STREET) WITH THE EAST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST OWIRTER, SAID POINT BEING A DISTANT NORTH 0*54,30" EAST 361.37 FEET FXIN THE SOUTHEAST M ER OF THE SAID SOUTHEAST "MR OF THE SOUT1Mf5T QUARTER; THENCE KOM 79'41' WEST 453 FEET. MORE OR LESS. ALONG THE SAID SOUTHEIQ.Y LINE OF I. G. CARR ROAD TO A POINT WHICH IS DISTANT 450 FEET NEARM AT 1I21T ANGLES TO THE SAID EAST LINE OF THE SOUTHEAST OOARTER OF THE SWTI EST QUARTER; THMM NORTH V54'30' EAST PARALLEL WITH Alp DISTANT 450 FEET FFM THE SAID EAST LINE OF THE SOUTHEAST QUARTER OF THE SOINTVJEST QUARTER TO A POIW ON THE NWTH LINE THEREOF; TIi110E EAST ALONG THE WORTH LINE OF THE SAID SOUTHEAST QUARTER OF THE SOUTHWEST �70 THE NORTHEAST CORNER THEREOF; THENCE SOUTH SAIAID EAST LINE OF THE SOUTHEAST WARTER OF THE OWUF � r 5T QWRTER TO THE POINT OF BEGINNINI:; ALSO EXCEPT THE NORTH 150 FEET THEREOF; ALSO EXCEPT ALL THAT PORTION THEREOF WHICH LIES 50UTIi mu&Y OF THE �RiIERtTFRLY LIN>• OF ST.:TE ROUTE EIS AS CONIINEYEO TO T3fE STATE OL AWINGTON BY DEEP RECORDED NAEIER RECORDING NO. 741015M. RECORDS OF KING COUNTY, VASHINGTON. STATE Oi \'.s511iVGTON. � Cocnn' d bclwc cK persoaallc apjr-cd .�-L. n•�- +` Asa-+•""a'7 _ to Me k— eocp—fion chat thio sad farerinR instrument- ind xknowle.fccd :he said i t,uuent To he the G[ and ca!- .... � d o! —0 cr , aaar Fm the oars sni pcepac therein o -nuoec.i..+.+d m c+-h sated - 999""" amhoriled to necme sai& uautrcnt. •.. f.`r ttfT tiFcS ff'Rt'n!'_ ! gym. �...,w:� ... -. rM .+... .. . :s ,.� r . a..-. xr .... r.� r-r IJBL F WAS'' TL J. Ra as SnFECD':ek frrwa.rr C�rpreY - ACCMOYYtEGGvf.vi CORPO+=A777` L F i ' PL4 WARRANTY DEED �� b n u _ ��}x O-moo, In the Sinner !If State NOUN' 5I5 till ,ti'r le -ton Yfe►alty: Carr Road to Grady Way I KNOW ALL MEN BY THESE pRESEATTS. That the Grant(Jr ! REC& -a A= CUGINI Ji- mind UMA MAN Q1191III- his vtfe on date of acquiring title ❑ttder a qq deed dared Juse 6, 1%9, and all [ices since, c:) or and in cont�atia�i O f of the sittn of 'L'KM A!p 1al100 (DLO,OD)-----'---------------pollur.�. ;`L and other valuable comeideration M hereby convey and warrant to the Srasa or WxsKiNaroN, the foliou•inq described real estate said - King County. to the State of Washington, ro the srme esttnt and pnrpm as if the rights herein granted had been acquired under Eminent Domain natpte of the Stan of Washington: (See attached Exhibit "A") By initialing the appropriate space below, the undersigned agree(s) to surrender pos. session of the unimproved property herein coos on nun 15 1974 Wit not prior to receipt of parent therefor, Initial The lands herein conveyed contain an, area of 2.58 acres, more or less, the specific details eouceraing all of which are to be found within that certain map of definite location now of record and own file in the office of the Director of Highways at olympia, and bearing date of approval tiovember 5, 1971' and the centeriia- of which is also shown of record in Volume 5 of Highway plats. page 92, records of said county. OEPAIi.�, es It la understeaa[i and mirerd Thar the deliveral nj that drrd a.+ berrha� !rndr,ed arirl tl.,rt the xp„: rind ohifpaluma hrreol chaff rrnr hrctime hutdina Upon the Crart• of iCaanmgm. ,r uJr mrl aural wrjq, j and rtpprared hereon m rrritmV for the .Crate of Weahtmpren. Driximptr•rar nt Ifirrleir.r na. ho ,Is lhrrr!..' et rtr hi-c d,tlq atehorl,-ed red"sentdttre. Q Dated thin ! day of YrV 'W 3 \ Accepted and ap"red: Date. %/- -$- STATE OF WA-%MGTON U¢r tY.IIWAYS 7i CHIEF RIGHT of WAY AG fT i Indtvtduat ask o k-dEment for.. l STATE OF WARMNMK. County of.sa. 1, the undersigned, a notary public i-i and for the State of Washington, hereby certify that on this day of o'r personally appeared before me qyLv,' I; `�kb{ 9 1 to me known to be the individual-5 dewrib/ed in and who executed the foregoing instrument, and r that ...signed and sealed the same as-ZX v free and voluntary art and deed, or't7t� and purposes therein wwntumed. �� `team{ my hand and official seat the day and,ym lost above written. f! j xww Pmaue tm arc to. eAe se.0 ar w. - .. . • ���� ' (Crapatatioo admvwkdpnept tort) STATE Or, WA=Nwott, - ffi County of - On this.... .... _._.,-.day of_ .... ........ ._..-_...__............__......,.,_..,,.,......,.,_.,._......-__.. _.,...before me persatmlly appeared mod_...... to me known to be the .... _........... ... mrd _........ of the corporation that eucuted the foregoing inttrutnent, and a&mmledged said ittdrurnent to be the free and voluntary act and deed of sold corporation, for the uses and purposes therein mentioned, and art oath stated that.... _._..._..._.._...... ........ ,.... ........... cuthorixed to execute said inarument and that the sent affixed is the corporate seal of said corporation. Given under my hand and offl^ial seal the day and year last above written. .lfafa�a Ptrbtir is and fur the Swe of WasmMatm. ReatNa„ at ......... .... ...... ............. e E>0; a "A" All that portion of the following described Parcel "A" lying between Lines 1 and 2: Line t: Neginslag At a pint opposite Rigbway Lngimwer'a Station (hereinafter referred to as M.E.S.) 341-043.11 Pad 50 feet Southwesterly when measured at right ■ogles and/or radially fro+ the ceiteriime of SL 515 Canton Vicinity: Carr woad to Grady Way; thence Southeasterly parallel with said eestarlime to it paint apposite H.E.S. 330+70; thence Southerly in a straight 'toe to H.L.S. 1+50 am the centerline of Southeast 114th Street aid the end of this Ilse description. Line 2: Begimming at a point oppeaLre 11.1.$. 341+50 and 45 feet Northeasterly therefrom; Southeasterly to a straight line to a point opposite N.E.S. 133+85 sad 65 feet Northeasterly therefrom; thence Ssatba"Cerrly in a straight line to a point opposite B.E.S. 332400 and 75 fact Northeasterly therefron; these@ Southeasterly parallel vith ,Kr said caaterlfine to a point opposite H.E.S. 331+50; thence Southeasterly to ■ straight Q line to a point opposite B.E.S. 330+50 and 50 feet Northeasterly therefrom; thence South- easterly parallel with said cestertiom to a point opposite H.E.S. 329+50; then- North- W easterty at right angles to said ceaterlius 22.21 feet to a point on the Easterly line of said Parcel 'A"; thence Soatborly at amid Easterly line to the Southeast corner of said L parcel "A" and the rid of Chia line description. ti ALSO All that portion of the following described Parcel "A" lying between Linea 3 and 4: Line 3: beginning at a point opposite H.E.S. 333465 mad 65 feet lortheasterly therefrom; tbenca Laaterly in a straight lime to a point opposite R.E.S. JS 1400 and 50 feet worth - westerly from the J$ Line of sold Sw 515 Renton Vicinity; Carr toad to Grady way; theoce Northeasterly parallel with said JS bins to a point opposite B.E.S. JS 6440.45; thence Morthaaatarty in a straight line to a point opposite H.E.S. JS 74M.57 and 30 feet westerly therefrom and the end of this Iine description. Line 4: Sagiaaiag at a point opposite R.E.S. 132+00 and 75 feet Northassterly from the cnntarliss of maid Sa 515: tbewce Northeasterly in a straight line to a point opposite H.E.S. JS 1+00 and 50 feet Southeasterly from amid JS Line; thence wortbeasterly parallel with said JS Line to a point oa the Easterly line of sold Parcel "A" and the end of this Iine description. PARCIM "A" The South 120.0 feet of the North 150.0 feet of that portion of the Southeast quarter of the Southwest quarter of Section 29, Township 23 Morth, Lange 5 East, B.K., in King County. Washington, lying Easterly of A line drawn parallel with and 405.0 feet East when measured at right angles to the Rest line of said subdivision. ALSO =that portion of the Southeast quarter of the Southwest quarter of Section 29, Township 23 North. Range 5 East, U.K., in King County. Washington, described as follows: Begianing at the intersection of the Southerly line of I. G. Carr Road 'Southeast 174th Street' with the Lost line of the Southeast quarter of the Southwest quarter, said point being distant worth 0'54'30" East, 361,37 feet from the Southeast corner of the sold Southeast quarter of the Southwest quarter; thence North 79141' hest 453 feet, more or less, along the said Southerly line of I. C. Carr Road to a point which is distaat450 feet measured at right angles to tba said Nast line of the Southeast quarter of the Southwest quarter; chance Worth 0*54*30" Last, parallel with and distant 450 feet from the said East line of the Southeast quarter of the Southwest quarter to a point on the Worth line thereof; thence Last along the North line of the said Southeast quarter of the Southwest quarter to the Northeast career thereof; thence Sooth 0e54'30" Wast, along the sold East line of the Southeast quarter of the Southwest quarter, to the point of beginning; UCEPTIM there- from the worth 150 foot; =0 LiCEPTM therefrom the But 50 fast lying within Seeoodary State Highway Lo. 5C 'beoson load' ALSO UCEPTIN6 tharafroM the Sautbarly 60 fast, More or less, lying within 1. G. Car. toad 'Southeast 174th Street.' .. Forest 1-0926 �J w L- J fi {err R ARRA:'tiTY DEED e * jll 'f it •:-` f li- �•.��Y Rf. .1�E' j� 7 f .]11 .. fi. J �fU' llent.os Vicinity: Carr Acid o Grady Way cU KNOW ALL MEN BY THESE PRESENTS, That Ire Grontor HC7>rfC �bT O�Ille a 11aeYlaisM Ceeporatiem, � which originally acquired title as laxific 16tiemal security Gaapaay `f O Jon an4 in consideration of the .sum of 7TO AIM 10/100 10.00 V and other valuable consideration hereAy convey and tcarrant to the SiA'tt or W.tst'ttvcw%_ the fotiownq dearribed real estate stim- aced ua Ring County, to the Stele of Washington, to.the some "ten and purpose as 4 the rights hrrein granted Aol bees acquired under Eminent Domain statute oI - the Store of Waahingtom: , All that porttea of the following described Parcel "A" lying between Limn L *ad 2, ,1 Line 1; 11"Aaaisg at a point opposite Usla ny tsgfseer'■ station (hereinafter referred to p a.l.SJ 341.43.11 and iO feet Southmmsterly when meat;ered at right angles and/or radially fray the centerline of Sl 515 teates Vielaity- Carr load to Grady flay; thisce &mthewsterly parallel with said centerlime to a point opposite @.g.s. 333400 end. le fed of this list description. E Lies 2: 11"toning et a pofat opposite H.N.S. 341+50 and 45 feet Northeasterly CMre- fear; theme Scmtheasterly in a straight line to a point opposite B.Z.B. 333495 and 65 feet Northeasterly therefrom and the and of this Use description. i� PAKM "A« ghat portlea of the Southeast quarter of the Southwest quarter of Section 29, Township 23 North, image 5 Zmat, W.1f., is King County, Vashiegtoe, lyins Northerly of the f Northerly lima of I. C. Carr load 'Southeast 174th:; 9X=rT the Westerly 405 foot measured me right angles to the West line of said Southeast quarter of the Sou-1 t quarter; i Also IMCErr the following portion of said Southeast quarter of the Sostbvest quarter: 6egtmmisg at the fiteraactisoe of the Southerly line of I..r. Cirr toed 'Southeast 174th Street' with the goat line of the Southeast quarter of the Southwest quarter, said point being distant North 0`541301, East, 361.37 feet from the Southeast career of the said Southeast quahmer of the Somthmast quarter; thefts North 79641' hest. 433 feet, more or. less, along the soLd Southerly lint of I. C. Carr load to a point w4ieh is distant 450 feet sameslred at right m%Xm to the maid East lies of the Southeast quarter of the soat3wrat quarter; thence north 0054,30" East. parallel with and dimtamt 4se feet ft»n the said Last line Of the Southeast quarter of the Somtbmest quarter .to a point on the North line thereof; thence East along the Nortb lime of the said Southeast quarter of the Southwest quanta to the Northeast cosmer thereof; thence South 0054'30" Went, aloes; the aa94 lost lime of the Southeast quarter of the Southwest quarter to the point of hegimsdmg. also KKCMr the north 150' feet. sx initialing the mppreprtste space below, the undersigned sgr e(s .to surrender pos- session of the uainproved property herein coavm but not prior to receipt es of payrt therefor, Ioiticl The lands herein conveyed contain an area of 1.16-acres, more or lesx, the specific details concerning all of which are to be too" within that ceftain map of definite _ location now of record and on file in the office of the Director of Highvsys at Olympia, mad bearing date of approval November 5p 1971. (Revised L. r as, ii7¢) and the cauLarllae of which is also shown of record ie Volume 5 of Highway Plats, page 92, records of said county. '�radumirW[M+�rsus„�ra- he el I t'er�4 of I h dee'o N. -ehe ?er mirrod i:iid ?I �it fry rvm he, ofl,, ,pw, t.,, S1 v i Rpij iicrep!efi ';Pr!';rr!r of Dared ih Accepted rind d: e �ry� cored: Date STATE YZ K;TON ..)EPA"EN-T OF HIGHWAYS T ST.p7r CT WAISRINMTON, is. County of 1. the undersigned, a notary public in and for the State of Wwhinyren, hereby certify that on this day of I petsondly appeared before me to me known to be the individual described in and who exRL,?4ted the foregoing instrument, and acknowtedged that s4hed and sealed thrsame as free and votuntary act and deed, for the Wet and Purposes therein mentioned. Given under my hand and official wai the day and year Last above unitten. MwwV Public 1n and for the State f W.&j,,gt., mexi;Nlw CT Morpo"Um ackmwkAjgwftt hem) STATE OF WASMWUVQN, County of. Sq*k=C ot this 9,th' July, 19747 .....-Itch4wd GUY- before ma P-smiallyappeared- tome kma" to be the.- . Ofce ftesident Y the executed the foregoing instrument. and ucknawledged said invrumient to be the ftw and not act and deed of said corporation, for the uses and purposes therein ummioRed, and an Off& xtakd key'. are.... authorized to exec-iite said instrument a dffixed. is the corporate seat of said corppration. Given under my hand and official seal the day anf yeas ^ abm wri t IMJW " O.FCX)RD AT ROPLIEST 05 V%oNM NAT'L- TITU ilk. OMTl9 •71? SECCVQ AVE- Notary Public in and for the 9 SPXTLL WASHU90TON "M .......... ... ......... �o� 4 f j" 0 00 LA A K V .T -771 . . %mdh1&'mmdm& Wi' r 414 HOW iHF {SIRS, L L R =WANZ Im Atta MAW ------------- y___ -_ ._-DOLIAE',S. R, : ;-r ..rv, %want- rt A= COOMI as Jd# ##Pdwsm PrDFlYt , h- {n".rx:nR tr:= +S rs4 rvatr_ .tR,�td a rAt 4p o{ Rug - ?AVJ7.i. 9 fh+e Sauth 120.0 feet of the Wcth 130.0 Bret of that portion of the Sontheaet { of the SootW est } of SPetias 20, Ta*rhiP 23 Rath, 5 East; W.M.. lying Easterly of a lfne drawn pre[a1101 with feet East when s.easvred at right airs to the hest line of Sub- division. ff All SjtBate ir, the C4X2utq Of X�. Statte, of Wibla&ton. $V`' 1EGT _10: Xi%hts of inress and egress, rewarded reader Aud�tiew S. Tile Nw.-59»2914--' Reservii Ii1dna''r0nta11ne4 In Seed• recorded u-tdet _ AuJitot's rile Ia. 4913462. .4 1ea+e 53. . It 114VE..siU 9 1 CoNIPA11T -_A AID L. f KING, uwm `}.*_ rj.t;�. s..:.a •s.3' _'�,.'r.,r. F. H. irRL'!'[ and.MWE L".tfi, . " *yLL:._,-' Y t- ,wr ;x::a a:�: t t.i �r, a .{ she CL Wed tb. W i. ssk+krt ._ i ttWy r.,. -'• - tiaei! ir'... .�.__.�.., - _- ladP:r. ,y r U June 69. ...:4i.t.. G:v_'rtJr _ DEYELO Pl L-W PL MNING 01TY OF RENTOP4 FEB I r _ RECEIV�Z� _ .�. s� anga.:aro-t-•. r.ne.r: rraii� K �i' ,� 4 zoom J. IAWM ,ri ,ice IL' L NM, �. � dcx��+ed i >a� �iis s[r�ed be w�i� a� #+re�dii�,_iaselrweat afo! aPxd tier SA C as thafl Net ate V4)k-rtur_r act MFA'6eE�k-.1- EKAM - tad ftw �.j lki, !/ day of jam -� t 7-. ., .. Yafar POW is awl JW At Sfatt 41; NiJA6*gl�- +uM•faLn[��Ls:ara+i�ew.ia..� - repaa(dt� V 4 jo t ��. . :� ` d ?9 v CAI +cd -'ifaa �' •ti ,rrrna w� war_ ;; rACI"IC RAILWAY FOUNDATION ;S 'a.>� .:..•T, made the PAC day of�+-�� A.D. 1963, by -V :PMATrON, . chars able corporation of to of vl esota, rrantor, to the CQifRTy OF KING STATE OF a ml-,nici;.el corporation, grantee, WITK SSihl ,-raptor, iu C•arisideration .of the s!m, of one dollar paii, the receipt of which is acknowledged, does hereby rto the rantee, its successors and assigns, an easerce� t and f iyay for pijblic road purposes over, across, and upo the nr,. Iaaris in ;:inf- County, State of ,Vaskjie►gton, to -wits nar'•i.••rI� ti:{rt:y (30) feet of the Southeast quarter of the ;t of aection Twericy-nine (229), in Town- �nty-ti�rPe !-ilge ?•Eva (5) FAst of the iYlllarette� a. so t zsvIY _i:':; (;ri') feet of that part of the Southea_;RR i:N :ii;v ;:'arttr {f�7Fj} of said station 2R L'ze tr--jet of land ht•retofore conveyed 10 16, 193r, and August lo, -,,ci: 's _ Deeds on rah' 450, Records of said `�, `' n�• pan. 172nd St. A110 :t/'r 1eOth S.E. acres, rror-' or less, nn1 is }; lic :"or any r`kit.ic roads !iereto-, :fin 7 ex_st:n ov.:r wad across any S 'In, 3 Cf] rant.�e a- ~i-'ft: OS' tve•yr. S.S.H. 1o. 5, ("P,.sen Fcsd}, " s.ald Sect ion .divisi-n. ... _. - -.� F.'.. -3- ?la o: 'R; , .':' .rii hts Cr iA'ress .tfe 10a' -"`_ .... _1 • .. ., ... ^}."••. .;f;'. 3.Or I'Cltl'Yi3'. "t:^i a3"_, .._ _ .:CB ...__..-...,...: - 'J•2Pt. Jt3 C'r1 r'.•_ „'rl+_i!S, '1', ...1� •.II Viet cz �� 00 Pro a 0 369 lot :!ORS,— N PACIFIC RAILWAY FOUNDATIOX -- ..--r----------A--- ^::IS �,a'3::•.::T, made the !1� day' of� � A.D. 1963, by :": is':iIV F„CIz"IC i[ATI':fAv ?DT7?d17p now, . chari able corporation of ,t*,te of innesota, grantor, to the COUNTY OF KINGt-STATE OF a municipal corporation, grantee, :YiTNF3S8Tift ,. 'V. :h,e r.rsntor, lit consideration -of the sum of one dollar ($1), :.,o 1t paid, the receipt of which is acknowledged, does hereby :nt •.lrto the -ra!ltee, its successors and assigns, an easecipt and of way for public road purposes over, across$ and 9poorthe -%tnj- lands in Yine County, State of Washington, to -wits "st•= aerc.h Orly thirty (30) feet of the Southeast quarter of the q"art-r ( ':' of3'ft) of Section Twenty..nine (29), in Town- _i1onty-three (1'.a',3rti,, !,.a-&,;e : ive (5) vast of the ifillametteO ;'.an. ,;lso tiv� t--1:;it•1y,.:i.'ty feet of that part of the southeas6. of •h„r.rtNr (S1joM4) of said Section 29} ' i9S :]•"".':•'r1y of V%e tr�ct of land heretofore Conveyed [O 7tlly 16, 1931�t and recorded August 10, oof Deeds on FaP' 45Q, Records a£ Said 172nd 5t. Also R/W lb'Oth S.F. :G 1e. .'•.4 hereby •.ont xins 1.9i: cores, more or less, and is r t tc th =`11c "or any public roads hereto- 7�t nn•: no! P;;!St:nr ov,!r and across any rantee a'_1 runt; of s t „t: a 'c: t,reer. 5.5.? . s'�. 5, ("or.qon 11. of spin section .a o_nt ?CJO faet death ^f -division. •'?iit o: way an:' rir:hts cf ingress ...:•Q :!1H FTKnt�", R'i'i ItS BSS+= nu, SO long __...�`•- .. _ i ..c _ .ci[ay . ^h•' se, for t'cxf•ra;, ptlrpos•.s, Lf_n _stste _allF . '-f•, rL fl".� 3Bc`4ra ':, .."t} •1%15:+1':I�:� � ittJ Li10 �.Il :' .:15 �$•1S I�'. t• ..p l.p:;)n t.i tQ ... .;:.1' �h trr 30 N PACIFIC RAILWAY rgVKDA TIM[ -------------------- -':IS rAZr-' T made the //-*L day of v A*Db 'CiAC ItATIMAI F10TINDAM TI, . — &charl?able corporation of rate of rinesota, grantor, to the COTINTY or XING STATZ OF a municipal corporation, grantee, wiTtIESSW .,i,. it. :he grantor, in consideration of the sum of one do.Uar ($J) to it paid, the receipt of which is ocknowledgm47 does hereby -into the 7rantee, Its SUCCOSSOL and assigns, an eases and of way for public road purposes over, across, and goarthe 'rang lands in Finj,. Gotuity, State of Washington, to -tilts to nortl,,1rly thirty (301 feet of the Southeast quarter of the varter (Mjof3Wj) of Section TwentX-nine ) , In Town- ';qgnty-three (23) N,)rth, !tangs ?ive (5) East of the ItillametteO Also the fitTy (4k) feet of that part or the Southd&5* o" -�he �;otjtha�;ir piznrt�-r (814of&*) of said Section,29 .,rly of the tr;jct of lend heretofore conveyed �hm to 't :." - h -ataj Jul;, 16, 1936, and recorded August r des 10 in. Jolt' -,coon D of Deeds on page 450, Records of said 't 0 , ", '0- .ty, i":;!,ington. 5.-,-V.F. 172nd St. A130 W 2 180th S-E- hereby .,ontains 1.,a2 acres, more or less, and is I.,: th, "or any rublic roads hereto- .107 eXiStiffW ov..-r and across any r 'I-r- IF, �r;.nts into t horantee all right: or -in! -'r •m anm� ?:---txeen S.S.H. 5, (-,F1rqom Road), 'L.::c .--)uthwest of said Section s,-;t', nn.i a point 700 fa#, seuth of i., r .Zr-: '-,division. t:;.r. sa--.i --.'ght of -Nuy an: rights of IaF-ress y-,r�nte,,, an<i i long its ass4-jmz, :�o pur-oses, agn-i wrieriever stAld b-, --!;Pi for roalwa,' purposes, tr.n- 4--state d lit the r.5 ;,.as !Blswi t>m'f;e r;as"?ta to 'C s V) a'L4 '144 .......... ===- e:. qqL' - .;�..).) 'aOR L![L' N PAM'IC RAILWAY FOMDATIN ------------------_ V■ 30 "i:13 SA"" T made the N� day af� , �.D. M3 D FACT. �C HAIVlAv F^OTMDATIGN chart �q�p hie orativtt of tote of ,"innesota, grantor, to the COUNTY Qy 0 A1'E pg •:.�.::'l3iQTf, a municipal corporation, grantee, TPI s �'e .to itpaid,tthe receiptin ir ofwhi h is aasnto►Sedf one dollar ged, does Rereb7 �,it unto the -rantee, its successors and assigns, an easewt sa0 °It of pray for public road purposes overt across, aAd gall -the _.•wing lends in Yinp, County, State of Washington, to.to ':he nori.Lorly thirty (301 feet of the Southeast Urter of the _isrst q arter (�iof3W*J of Section Twentrg-nine O, in Town - Twenty -three (2:0 ,t•)rtht lunge aive (a) East of the Willamette6 '150 the L'--t14r!A 63 (4x0) feet of that part of the Southias4t of the : ou tiia- . : 'tiiartKr (S1*ofM) or said Sectior,,29 - ies n'; r .i-- Orly of the tract of land heretofore conveyed to ieeti httea Jul,, 16, 1934t and recorded August 109 in 'jol.:cu l_'JJ, ':.-ok 7 of Deeds on page 450, Records of said :o ._ty, ! ton, r 3.=. 172nd St. Also VW 160tlz S.F. hereby .:ontains 1.52 acres, more or less, and is : ..t to �:; the public for any public roads hereto- :;f� a: anr' no v existtne, over and across any in grants 'Into thorantpe all riPilt: of _.. _-a >' -taeen S.S.E. i;o. 51 C-len4on Poad), :iri:. nr: . .,t` t,.e rutizaest j,zartmr of said Section " f•.e: s=';zt': Ant .a point 400 fPeu south of ::divisiva. tr:e sa: '-ight o. ws,y sn.' r iehts of inrress ,s .••r• i : ^on; 4..2+ ... vo the grante?, anti Its ass_, ns, solong :..2 '. �•7 ':: ? I : ^' .. Cupday purposes, F -M Ifrlenever Sisi _ Ava: s..:.l r : ;w to b-^ -se' for ma re! Pizrposes, ti.c vsttte :; .I revert _ A"a beeome vt-^tl�d nbsnl•itPly in titre ;;as t- se resents to Fn L5 V)ce Prey-M.- t 4 Y� *. 4ORM H PACIFIC ' u„I! 7..�+ .l THIS ZtSfw.:t`1T made the ILA i:e :'QR:giF iN PACIFIC RAU-4AV `•{ the state of Finnesota grant x a 0.1W11CiPal oorppre*. # the grantor, JAI considera'Ues ;off ::,to it d, the receipt of E -rynt lm o the grantee, its 0409 t ->tt of way► for public road .P lands In KingCouA4 .he northerly thirty (301 Feet of Islas , pf �^* .:u.;:upst Tarter (S ofs*) of Batt ..in Twenty-three (231 North, }fangs ,iiso the c::5 t i]S i iity (W) f t f that p4'4 Of Abe soOt� "afrorr of the SDuthwe'ot quarter ( g 44fr 'z nes northerly of the tract Albrinht try deed dated Jal; 16, ��#.* aft fsor� lot in in Voluua 1,593, book 'a of Deeds oa paje 46t �s�sard�aaid } Cata,.ty.d '•,shington. t -- - s.-. *;?nd St. Also VW 180th 3.1. ke ebsea::c It hereby contains .1.92 aeres, ?tore or--1 WA is ► ^t to an -..se^ -n t in. the pu:Iic for arty nir�}id rd8 #itv- _rQ -aid ot,t or rS;ta.lisE.ed and now existing over and across any .. "f the -.r ..ises. E iLSe, the rr4ntor :ier:!n ffrants ?into .L .. tee all rights of r ,y u.�td e:-r ss te, from and bbtueen S.$5 (Rep Road), --art,-r of thie Joutki?rest quarter of said section - roan 3 ; nt 1aD feet south and -a point tOD few snxith of -. :harp t:u-'ar:r n� sxi:. s:bdivision. Vie said '"ight of +►ay Inc'. ri iits-of 1�Egrsss .•-rz'ys herein �pav,yel _mto the Arantep, tnd its assigns, so Ion$ u aLie si, . -1 be :.sed For rcaci*y parnoses, and whenever said ` of era;' si:.a13 e-;7se to be ,-s6d-f4s roadgay purposes, the estate u: . ra.2Le �I:a11 rewrt t^ -and -behme vested �gb54111tB�y fct the t^r, its sm -,•ess _ s ar,4^ •is . _n5. f g= ar.tor has paused ti:ese r.resenta tb be -- r'n-' ir- cts ':7= "ate SP'-� '� s -med bj its '.- �ay. SGL� -•e5r �' "�' 3 E;n iF''• 'L - - ....... �� - _,....�. /aIFI ::n_�iA' i'"' ..17iC. H^ :iaxz C_ 4 i sTATs QF IfINNXWTA) ea t 11j'COUiTY OF; RA+dSBY i k on this EAA day of A#D. AM, before � person t to its IMKwi to to the :.. or sr pacific Railway FoundatsbA, rae cor"ZNation WnIon exeested 'Va wiW* and toregofat instxttu tt aekaajaodso0 the saidInstrummit to be the free aao volwitary Oat and (food of said corporetwk for the 4600 Ad pur�05e5 therein mentl tined, and on oath stated that he Was aupwrized to executk said in.atrwnent, and that the veal ofiixed U the ewer=.t. seal at .said corporation. , p INWITNI% S '.Y! L:dF, I have hereunto set Bey hand and attfv.d my Of ticial seal the day anti year luxt above writtAn. F { (2) (2) Washington Contract No.110o0 Deed lio. 2 N 0A'iiI ERI BAC I P I C R A I L W A Y C Ol[pAlfy DEIcA or QIlr'F THIS BE=, made the 10th day of December, Its she year of oar Idwd one thousand nine hundred and fifty.•eight, by the NMMM PAOI1rIC RAILWAY COMPANY, a corporation of the State of wisoenain, 'grantor, to NORTHERN PACIFIC RAILWAY FOUNDATION, a curitable cor- �aration of the State of Minneaats, having its prinoipal place of business in St.Paul, in the County of Ramsey, and State of Xinnesot*, grantee, WIT'rAES8miR: The grantor does hereby donate* convey and quitelaia to the grantee the following described preedsee situated in the County of King, and State of Washington, to -wit: The southeast quarter of southwest quarter (S*Ofs*) of Seo- tion twenty-nirne (29), in Township twenty-three (23 Borth, Range five (.5) East cf the Willamette Meridian; excepting therefrom, however, one (1) acre conveyed to Andrew Sanford %lateon under deed dated February 19,1926, oorded March 23,1926, in volume 1298, Book D of !'Deeds, on page�l , records of said County, and six cad eighty-three hundredths (613) *ore* conveyed to J. A. A21bricrht under deed dated July 16, 9 , reoordea August 20,1934, in Vora 1593, Hook, D of Deeds, bn a 430, records of said County, by the Northwestern Improvement pony, predecessor in interest of the grantor. The tract of land hereby onnV e� contains thirty-two and seventeen hundredthe (32.17) acres, more or less, and is subject to an easement In the public for any public roads heretofore laid rant or established and now existing over and across any part of the pre�niet�s. ` Ezeepting and reserving unto the grantor, its successors and assigns, forever, all minerals of any nature whatsoever, ineludina but not limited to uranium, coal, iron, natural gas and all in, upon or under said land, together with the use of such of the sur- face as may be necessary for exploring for and mining or other- wise extracting and carrying away the same; but the grantor, iba successors and ae$iRM, shall pay to the grantee, or td' its SM- opascre or assigns, the mo-okat value at the time minInR operntione are commenced of suoh portion or the eprfaoe as may be usc� rar such operations o:o injured thereby, including airy ierproasmente thereon. TO HAVE AND TO HOLD, all and singular the above -granted pre-141- sea, together with the appurtenances, unto the grantee, its sue- oessors and aaaigne, forever. IN WITNESS WFz2F0F, the grantor has caused these prey DEVELOPME GITY-CYF AEM'0�, I' RECEIVED to be, 1W its Proz 1 je-led V� th its the day and yupftrot aabbwe writtim. gigned,8ealedl and Dellverod in the esence of: 9TATV- Or VaNNFBOTA i • as CWNTT OF RAMSlY MMM PAOinO RAZIMAT Ca+PMY, PP�Sfd:::t ti�a t4:1`AMi 77 WL. s t. On this 12, ,L- ___day of &A-&� ,1950'; before, mR Per-- sonally4 appeared Mnar►smemmlllc to as known to be the .S ... 1 anA Go1WLW , to me knovn o be the SeeretazY o A corpora an that executed the within and foregoing ins rnaent, and acknowledged said instru- ment to be the free and voluntary act and deed of maid corporation for the uses and nurposen therein mentioned, and on oath stated ghat they were authorized to execute, said, Instrument and that the meal affixed to the norporAts meal >, said oorporatioe. IN WITNESS ii HMEOr, I have hereunto met OF hand and af- fixed my offieial seal the day and year last above written. { i Comm 1 (2) m .p4r Y7�MAP I 4 �Y rt•F-'a�"Y,1[+ri �YLaY— � h-2+—n i`m'-��-�uY. �' ` 7 . " - �fiF.+E' Y� ,y,. off..;• a r r.- M � _ y ♦ f ' Sill; Ord - Sh ,� �• k _:.. - 4+y dux w yip f S { -.af � -�� „- rh ': s, *+�,. ....,?. 4 . . im 5' innX. -.yr- y'. y..,,. !"r. � a`?f•,a- - „ t a i� to •---�e� ".—e�"— --- ?°�„ - a�'°,�"'� ... Y ,� ,k � � y -f': + j. p F.�6 -. a 1" x r�r"' �c -'� ,D+ _ r... s ♦ �, n �, '+ - - s ;� 'b ' !r .} w. -�->< % `- * ^i r TrJ ,r�•e• I. 700 y -.-r—_'.. e_•.�:-.. '-'� yea- '� --w{ 1 1r_ _ t .,. s s' bf > Wks - WAS T MXf � { , x .,{� > ..,a, `.d Jr rr t ♦ S' - Xx t-,•r„r..,r+-S ° �; Y a f ��d � •. � :.R l= � -,� yf,.a S � .si a� r:,G' � irr�.., -9�Y �--?,�. C,.`Ie "-� �- _ ! ; }1•a- y '.t' tea'-s. +.-ram-' Y iF.° X �' �. u °sue ._ Y.�a �•ky µ I_a.t�- - .i S�� n-•'-i�=�~� �-s `. %i' -pis -�'_ ,, _ ��T . T4�'`�,e /iF, t � � , oiY� �x-i �. i vz S L�_ v ,� , L...�.. .. � _.Y.,7�...�ti:.l,. .?. Wk 5 AMC x �At Mr11r c} i�w aI In f el ! omw I "os" *Moir* jw bomw �,►r�I M %w Mom# ,fit i 004to awps 04 llam Imw am mom lft�r +eft a*NOW-Eft#lr++�'r• wry etwowr see ;;z 0r ilr+—rr 1�1�r� .zt..I" 7!r 1/i at tar a 1^ +f •wct LAW "I . -# M, a X6 Mk awftw mo tilt. 1Mt btu 4" *mot of f.rtt km lye fret# of mallb am wi LC:rs ►lice #.t. 4 awn of www2b 1#rs d W"d sKAert no": l~ova = oil Llf �=� f[ hM POMM 7:rft$ lily at Mass Wed FLA" SA. ww 60MONaft de ow ••rand re" (l= i+; Zia . A 38 ffs" I wMrwlt dWK r'-bwl r tar LDfftd -Ir 11 SUN St 0e Kax 13Z son wf to 1rWtfi WLY L50 fa+t of t `r aian 4wcrame is Ida; •I�t +iLLras �"t iw + t �M�w1st ilia# s_OUR the wwms lmmctmwd or Im •.�r/t 1�...�r � .� �r ar-..�rsir .. tai io..t: s. ss � w�1�e � cry s..r 1!r a[ ar �''+ et fecs�er ri. tee is W. # llt,S.!! !wtR;r of ter 1���rcr ewe. ■ tl'rs• s�w.� tae ++t..e telw� F-" 174M saw"t' tow IF - errs w Yaws a an !loam:* onsu tf :. 4Mfte r1M ZlMli nwo s.s.) mm"t awt pm-tj w .icy Vr m UNd #ftm s to fAwc S feet : ewi NJ& of sba fire 1.irst+ w/ +etiw+etts# rwM u csatr,.ccrE. FE$ t 2 �,ou° 2 1-7 ty ad bMk� ----LA6LA PUNS" Tbm OLLpi ftmamw (m) sw SMA $a *"MA48madom 4d an ow of t* *bm Sm bad WA bF MW SvAA 0 WWm. so W otbow v0*04a *w*LAw&V,*;. "0044 V%Wwt Is bmaw as ur *~ PMWWM am&, *Kvip, "U- Omm" - 04 O"WUm M** Cale 00" 2cm4ge 0 r4ObWNSW Ow ft"amw- f swu - Woo*: suO' is 4 mums, 310 of the V." 114 of sect Los z-, tw M, a.m. gut 'a r th tier., low fteterly 40S fart of pnwttm =7rims vartjs at mank um *I 103rd FLVt v.S. a sm of serzk lies Ot Pat# TOCOL" rood; 1a=Ovt *m"bWkv 130 feet tvrrc- «# leas POCtIms lying Mly of said 1103rd Flamm S.0 mA SautIM17 of said T*c*,tI4 tvai (Tun uc LI). A 3s Ivot WerambIL-t mftee t deacribad as tb* 1"!�I -.11Y 3* tea *f the ujltl'Y M first of t)be 90,rtbarl3r 150 fern of the atxwe 40.q-.ri7bmd UK Ist'p Aid Alm: & Iplm.t peamompit "Apmmant lyijkg it-thio the above deecrtbod 94MOW Liss 04'-Al-lb IS is -,crib" &* follow: m&.jRmLftS at a pmftt so cW Wt ILMS Of � W Of SOCtj4W 29, CVF 2:-. R, It 5g, W. 405.30 IMM RortbMtY of the #.AM" cbe--wf, tbmmcm 11 61"PRI V alang tka edge *11 a Wivet-Of4v" read -%- J, C. bmend as S.S. Inch $I t, LOW feet surf or lams to trim CM&WIY OW02 of GMT 000 (I%tb ILM& S.9.) emert tkat parr.3,,m within berm SM10i (50-50; '749mcbW With a to foot pffrwwm�wt s"emeat 5 feet as &wb alft of tinefire ltydxants M& CMGMV cluffiectin runs as ccastructed. ov Ne-) V - �� � �s�� 1ilrwiAll■1�. t �reiri� 3:: M1t . 1s dwa~ ar "Novow, at is as do t- >n +MLiR11RY� tttu bene/ia� a to M god a r F w �� wr MssJd s� iy► ell+ lea. ' no *SNOW on" goo" do eMa 7tie � we iWA"om � , 4w iswl as riff ieie ■et �rMrtdre* M od w tvtomm r of am ,....�11i/� ie+� +� �L M as �Ire■rrri lwski�if�r re � This aaimaalt ALU be i &P.Wet *OE M$ aRtk C%* Imt md idl be kad4=, m ow or-s Nr's mamomares, Wre Gat #aw4ame. Ir sun or w4momm ) 2�A � �w ( is 4� o KI M � � 1, tha "-Ia JW*d. a &0-a �M1LC JS ad fats tthe $�f S: UWk�- �rtAM. T,,-z ft Cortify that m this z,' -40 -f &— ,MLK MWOM' ally appowod ba mo ma to Imams to M the 3s�dirid%4a (a) iNeriict is mod %bo ow -mated dw iees- iois iaatras,rt UA .VJMOWI lord tbaL tbW :i*rd wi OOLUA eir da dais fret and —tMW 7 ant and diced, fat the up" mod IaR}MM dm*e4! swajwd• if { ! public 1w ma !ec ..eaac 9i� V7MRT A M[7I&, CqWtY ors r Ir 'TrK. G~ apes 'ice vosvwky fm ltbo Olds or two Sao �r�ala �r s�9� +� s�waa�siaas . � trlr .. i s. �• ww"16 • ftayw" yam— is ggoamo i M, 40 SW l�� i` R'� ! MOky � � � Ow a�med the s Opsaussa. M IrLl+k Laa 4" Amw we +spowfors 1 hs��i R� �s O 20*214� $9 ors says �rweMmd #a tww se so pal i im boudiew ow stvmtmm iltr t MbAY M r -xrWgMMt rNOWA S lgtk OW 1004 watt b* � tit �-rs±��s'� swesgsaes, 15eax� a�i�Y. r ie L'_[a :.ski , >. r3w ;m�siwwsd, a aat*s± Pblic in eM few the Stott of /�� s �arsby eerti€_r that to this -- d.7 of �, GY It 192, ally tppsarsd *asfyrs no � r M UK%= to is the Wi.idvai %'s) Qsaarihst in OW iv 6iiG+M944'kiet i4l'a� total wsrww-s -�w V*Pgmisdad thst tww iamd and asap I" 94M ae tb"z [rss sad vvlsata.rT act and dam' €cc the vans ssi porpoess�tb Rsfa W091400f. NOtarT !ittc i* irl We W44him", Vast" at 1e Ind 7y, V-HRT A WAM, rA"O- XAOO" PP VPh 1o11"M FACYwic IMILUAY rblTlfil TICM ----------------------�._... WN nW as" the 5tb day of July. Aeb, MT# 1q Ms MRII!lM�RMrffiv 0 MnMAT 1MM MMM. a aboritasle vim of vase tiMinnesota, gs+eaitoe, to N. N. Ltxi7"t Sohn P.iris VIfs. sssd DIAYiD L.L s" � g. W03.lm, his wilts. doing business as the M 1'�!!Y! 'IN1PAW4 of tiaahington. grantees, WI'1'1 ; SVV: WROMA9, bJJ s contract in writing entered into the 24te �of Jose, A.D., 106, the greater aontreeted to cell sod idlra certain lands, of which the prsa�tae& berelrtter , 77 desar1bad are s part, which tontreet bee boas daly parterned as to the lard hereinafter described and the grantees have become entitled to s conveyance of the pprmisos; _...._beep, T:�;,Ops, the A'rozxtgr* in consi4erstion of the sys of $11,8% unto it paid, the recelot wb�ii bTTiiiitafiyllI- edged, conveys and warrants ante the rwint" or their seaeessers and esstens, the following -described tract of lead, siteste it the Conoty ref Sing. State of Washington. to-41ti q The northerly 150 feet of the southeast quarter of the routhwest quarter (SEt of 3wt) o: 3sctioa twenty- nine (29), Township twnty-thr" (23) Worth, RseP live (5) Seat of the Willenotte Moridien. The tract of land hereby ennvezed contain* h.-% acres, acre or leas, and is subject to an esaeawent in the auhllt for any public roede heretofore laid out or established end now attsting rarer and across +rt� port of the premises. Subject also to the reservation of minerals in deed tr^n the Northern Pacific iailwey �;oQpany to tiie grantor. doted T*oomber 10. 195g, aM recorded in t+a office o: She sing County Auditor on December 19, la=F. in Voluwa 3e60 of -eeia at pars 548. A material conslderatton for this deed, without whict It would not be ms4e, Is the epreement br the grantees. for thF,r- selves, their heirs or sssizns, that rel►her the rrentor n+ r the Northern Ysei!`!e Railway ompany. their succesaoro or 8shIrns, ehs11 be In an.v canner re^oonaitle or liable =o the ;raatees, or ant subseo,iant owner or p ,rcrsser, or sr.': pers7r Intereatad Mersin, for any damage rf drstever nature. by resaon of any cave or moverseht of the earn: csueeh by the removal heretofore of c-al, earth or rocx under the surface of the sold prewioea, or iareedistely a-Ijacont tLereto, or for any daasRe Uhatever resulting from or couned by the Operation heretofore of the coal w'ne3 1n the vieInitT of the nresltga, inoludinA rare end explosion. whether through the nosIlnaas of, the Rrsntor, the 1.�rthsrn Peeific Railway Va"VIT� 4hotlr SLLCceseOro or assIgna, or ntherMIse. and the trsntses IMreby sasuwe all liability and weiye 411 cls'sr fcr daeslre arising 11.mm such operst 4 ons sr.; w111 esys and hold harmless tha 3rantor, the Northern Pacific "s'iwa5 do"ari;, theth sucasaaors or ■arlxns, from s^, cloirl t_rafor. .1, s 33`i sr emor Popov" �5�d r}�:ea Irf t�M dWn wo! eaststit*bb a � . tot! Or- of the a[ Mrfi yarwisss ex�: seMdbs�t i1�t n- r.i relswi* !iM / � l�rsw too 11ahi11st aMs■�r! swM WA. 'Or of "MOM Ma lsa�rl a �raoiisi. foestMt sLtIF W Iberaittemomets and ads tl+s sloaf'se or is aq+i3se s*portsiats�r. c+:'s L= TC W-L;. for sold land letd s IV= bip metae sots :r.ntee!, tboir SWCessees srri Mssians• forseare ►raster $AILS fereror warrant Mad rifted UW fibs tM r.• rre�t ss■ ssselt 4W s "lest 11My ehsrrrs Dal sne:is+'as Or1*r Mg drts of floes seid cmtroct of �10`6 a= f?51 0M4E"a. the :r alter has eaesad tbwee arvsents 2s619d eltt: Its rmr3rete seal e'the iev sr3 er � firtstiabove ta`1ttMR+ :ce%p`u-ERjC FJL" J,-iC NAA44Y FrV%DAT1(1M zp �- 9 •^'•}1}'fllsFti� �1�3i 11�1own to a le *tsilwe? pbumpiattoop +�rNT �* `~e '-nrthern FecifWr-tv --^rat ;w7 +t:st e.e-e.'ej tre v!tll- V^a frre-�tn£ 31:atr+ rt �rMie3�ed t"• 3611 •-+Etr,�melt tr to the n+er !,n� •aluatar'� �., .� • an3 >?7IlR*OMss Lbsrsll! . ieei of 'Sid Cyr^"�'h`!"^ f - e ti.lE ti, srd c- om-`. .`-"It�Ot to w"F 57ILt,nrilCld is MOIL a ••�: '-atrumet•t. Prd ti,.-t tte cb�.pbrebb ta as � 0 : —m-re t tere,]-A-r ,rt era Aend end alfi7tsd ", .ciet atsl tte '-}•- - 3 ••enr 1fl4: %Z f•ve written. or Eftff�m AWL i. we y) y. zi ' _ n OW.. ItLllaseQt� MwWZ1134L' �li...�' v'.�-l�l�Si..�E liisr.Tq+iw4,tinh� - Grantos� iu rdgsid.ratlp�, of t,�l) a1iN �•Vdf;: .{#�+4a)-.dud al;heir +!�1Nb�].,e ,:onsideretiena, aoareye b4 Joi, 014um to i�ARl7 liAl TE�il12. tur."Lxii'ix CnlrpAas, a S'sohuigtpa Oorp"&tioa# i3 t41Er.4t 4lrtfaribed reel aatate a�tq�tad i1S the C,.)wnty of KID&, State. of WOAWi "4 "'4 41AR &nY iatWOOt i ibe"in xhtah Orantur may haraafter uquuea 7 The aoutLeast quarter of utlweuL..qu�uttar. (fit / of 8actioti twenty -trine t:•r }x in '.o{rnshfp tventy.three North, [2-3) i"iv■ 5) 1"t or the wi2]bmtte Marldiar,; excepting thei'11' tm, hovev* ote acre to co ll"d Aadrex B.,fard Matson .trader [feed hated 10%brL*ry 19, 1920, recozft8 on Mare ?3 1�, in volme 1'299, Soot D cf Deeds � S:, , 0=3 a 61j, R-WU CC 0"d coWabe, sad six and eighty- thee-xnd:edtha (6.R3) acres to conveyed J. B. A1lbrjgFtt under dead dated J'.;." ltz, 1934 ► xecuded August lo, 1934,in Va me 1593, Book D of Deeds, Lm page "-, Re" rdg of Mid Outxty, by North"atern tspeovemaht Carr �bY, Fxedaceasox in "'- _stAof Northzrn :�ci:i •"`"6 .'' ,1 ? w'i�yi arStxdeti�lkj 3r�Cm n}�6C tho3c pmrts c,;:tveyed tuY�;, If. L:xvttt And b'rmie F. Lavitt, hie Wife, and .,nu Brmia S. l aeraon, his wifei dolts busincer ae L $ oni ussiv.;na wider the f;zllovinr, deeds: ::)C.ed 'i*•:•a h`;S'•.::I ,':�'x 1.1C7'�p .17Sf', !-e wlded Iii Vol,sm 4936" .•r Sr. rdR .nl..] r'�itY3 of i)eeds aL ,j,"l, A. A^ D%vId L. ---Tim— mew,%* rap*4- Dw dnt4Pd Hard), ak 1967, sad rac r j9V f DOOM,, P&O 4.33# A*L.Ords of Xing rowWWI, Deed dat4d,?u+s 5, , T, fie,,--rda ar KIrA comty, VOIMO "t Oft" St PW* 338o I'mn-ed dated J.11,, 22, 106) and rCzOrd0d in Volume 5129 of 0**& at p,6, (;4()0 RocQrds of Kim. County; need date" Octot- 4 1�)Y0P and n*cet"t in vo"m 501 of UGocYy a $63, KW -Ielilvgjotnt taxes arA an L-jisw"nt; if, the public fur 4ny public rands heretor'-;re "Bid "t or eF'tdblllhld znd now mX16tin6 over knd wrogg &ny part of tYie ere-jisee. 7,111erals in deed frkcn Nu.-L!,mrn Railway P`;'"c the be. p�! M S"ifne, sho I I he is any revoQW140 iv to Uft amatest, or azky Slubsoqmnt owner or purqbMpub, or say pereW srn gas ea thoreiN for any damage "C.Vh46tey*r A*tPv, by M"= ct airy vAvo or nos "Ut al "o earth caused by the O romoval.heretafore of coL4 oath or rack tip#W the surf"* pt %tw said premises, CV or imediater'ly adj"ont th4reto4 or for any MMV WIVLtWMr riu4ulting from or LV vauatd by the oyamtIod hor.*tOtIA' Of the vo&I mines in the vicinity of the prqm- iste, including fire ZW kXPISAbt4 Vbother through the 4eglIgance of the Grantor, Burlington Northern Inc,, their successors or ssaignmp or othervine, and the Grantee hereby a0SUMS all liability And-W&Jveg all rjjftjmS ror d&magee arising from such operations an3 will oave and bold harmlaue. the Grwntor, Burlington Northern Inc., their successors or assigna, from %ny claim therefor, Grantor does hereby assign, transfer and t5vt over to the Grantee all of grantorlil rights remaining under that cert&in.real estate dontratt UU-4 Tune 24, 1966, as mudified by Skpplwnntal Aare tit dated October 1, 1970, between the s-aixj iiarti%ertl L'aV.5.j:jC Railli,.Ly ec;mdation as seiler and 15. H. 4Avitt EwW jXvid L. dolriF uaulnesv as the L S: 1S Inveotment Co., of Wanh�T%gte)ti as purchaser j'>r tj1C sale :Jjj'j r)r C­ LboVv-dcs::rIbed real eatiLte. The grantee h, .:by aill.1 to rIkUjU '.Ii* of said reai estate t:oritmi�t 1113 ane_, liv berol.)y cl­.rerj9,ntr iArAt there is now -.yam aW on the prij)- LjjL' L I 'PAI, AlIr (V, P latej o;.. 702 a Al 77 x6tam ubAw dee�R .. i lttlae 1296,. nar t T1 4f E3a<Le . three hundredths 8 ` ►0371 c • s tdldi! a fi dat" July 16) .1934, rwAuldrd:"k" 11 .. INI4t 491apok to Pao �+5a, Records of ut8 aouxy� bar #wn Cc1aPi+4► pei'edMcarvm in —Aar6:V of garthaim li4 1s : 4":Ltz4lxr'it tnereaf previously C=*36 4 to L, t. Sfit P, L dltp his vi.fe, and Uavlu L. 6meraon and grtly" 8, ]ipyC►qpop, 44#Yi yweipeea so X 4 t Inveacmen!. Co,, their hairs and usi,;nm under tote fdlluVing deadat Deed dated March 22, IA7r ud rmcoYUd it Voluma 491i, �f Deeds, p4ge 4,13, Peu�%rds yf King c,,rutty; DaLd dated July 5# 1967, and recorded LA Volume 5 of Deeds at paga 33f3, 4 'i•an :li Fin,; couftLyi V.1d ditcl :-I,, ._e', 19 1, end recorded .Im Volwn 5129 of Deed: at Pflw�e E,40, HeCovdn c:r k ilt;, t'njuty; -(ad datvc f tc pr 1, 1 ),;;, gad r�ecovded in Voluime 501 vT DGec s, vage 5b3, _, ,;e':! ?el+,a=.mn: •:-, and en easement. imi L!,e pudic _ nr: lir rusda } ree 1 r,w exlatini; +es' am'z- .: '•sa env mrt of t% ., .:I�:i e.^ -... _ :c:!�. ii l:in . _ .,..::er;.. `_❑ Gaeu il, ,..I- iic� --:±2'r. -3' 1iY.i:i 44. 17. a ORBS '_.T f#rtC*Y! Edj a 'BATS cF HltMNOTA ) 99 C RMIM ) On tt,te ;fie Ea N d&Y of A. D. 1971, before me yeY'eon- i ---- cm ally Appeared to me knarm to be the Q.i '.. of H LLitl!� 1 SaITi�StilY i�9fRiAf�-ACKP -the curi�tiott that N L �._ t` executed the rovegoing. instrument) sad acknowledgEQ aAid 7.netrmmmt `o be 4, Tree Ann voluhtarf act and deed of aka coxpofation for the ueee and purpoeee Hierein mentioned, rind on oath etAted that ins 48a authortrad to executek acid inetru�ACht. IYi �7lTNr:58 HtiI E(F, I have hom utto set �y hand and e#tixed mY pff�riel nil nd .1,,{ir ldst AWW xri.tten. %.•:mot. G��.,�!'i�:�,+✓�..._ NEW tAL ftL WALYf� A �ilfl. MMrI „w+ womw li tvm 011� a � a 5 i 3 F - i F ;aw>'-`.d.'s.);L.;,Z 4k .e {'f-.. • ; - �� -'r J'i�5- �� dui c f 7k wti i + soon;, 1w `� ,.,._. . _au,• .� ��zr`± r+-rig �TAi# �'?�#1� ��5;:.��'• =#.�1r��"s. �e �?r.rc'u:,'�'h s,�s,s r Spy rrr +►� . i�3' ;jcVsr� Su IC 03 A^ S� t AEGOADED W2 AU 28 41Ar. C TG! "MAD! d t"6�G7iZ'':; i f =,:iiRJINGTON UCRTURN FCU,YDA.TJ0N k'PHIS 1Y b, madc the _at day of October. A.D.1970, by the WRLnCTCd MorrTiMI.N FOUNDATION, a enaritnble corperstion of th•. Este or Minnesota, suecessu- in in•- terr-jt oy mrrger to t;rrthern ?ncis',c fiaiMV FOWdatlon, a Churl table corporatiou { t� �of 'he State of Kihnviotti, prar,tor, to _. LOWT toad MrIn P. LOMIT, his vife, and DAYM L. EMMS014 &Ad SEME 'L. _—;&= 'r, hi., Aft, doing business uz the L & IMST EN-r COMIPAM, of Wa;h.agton, grantzes, �j WITh=SSEi'H: �f �} iiF'0UF AS, by .aatrac. ir, writing entered into the 24th day o: Tune, A.D, 1966, i� as sxndcd by svpglersental agreement datod October ;, 197D, the sr,'.ator cohtracted Vry, to -jell and ccavr;, to the grantees c-rtain bads, lescritred therein, vh3ch contract I y' has been duw ,�-rfvrmed a3 tc t!Le !bran her traftrr desirioed, and it grhntees have I ' bCCC L L:AJ-.1: d :O 4, Conveyance or th2 a'r<A!1p:s, aC r, 7%'17.1 0^; , the rrantor, Ira c,-JIFideratIon zf tPC s= or 473,907 uoto it 1 Psad, t5- 1:: ackzawle4ed, convey❑ sr.d var:anta !unto th- grantres, their eucces„ors and asaigs, Lire folllminZ dc_rribed tract of lard, situated iu I txac Coasnty of King. State of Washir.40n, to-vit! i All that portion cf t"^ quta ,a u+' - t!•relt quarter ;SikSA) or Section tvcnty-r.1ne {29,. To:rao'up tutnty-titre& (23) Nor-tb, RurZe five (5) Fast, W.N., dirserlotd a_a rn� rry: Mgianiae at tl,r interseetio� of ta,. a utherly _iae of I.G.Carr %ores (Southeeast 1i4th Strett) with the rant line of ttte southea"t qutrtcr of the Southxes* quarter [�S�Sstic), said point beirZ distant North 01354130" east, ,301.37 re-t from the a0" Lea_-r �or of the said aotit.he$st q,exrter of the southurat guar*^r (SE1451mtt); tUence north 79041''lest 4;3 feLt, core or leca, almag tLe maid south:r y llue or I.G.Cesrr goad to E. point vhiea is dllstart L50 fi-t -easared ee,-igh:-cng1t-s to tt.e acid east 11:-- of tint` :.r,rnea,3t gaasrtev of the . utr,Ve-Bt laarter ',rrLh 7c'; L 'ru" va:t, pa-n.11e1 u1'.n and Tact fete th^ rat! :aat'lac 0f the ';DUtbP=' 7vIIrt1r of 'he t- ': roint oh tar I north 1*4'- th,'funt . U.- ILn—t 4. 01F .. :,crIn. 1,ne said southen-at .,,alert-r Of t•.r 3U1It M, ,. rt gkMrt«r { ,rrw ♦`_1 LL '_I,- .. Jrta,Crf rincr P6$.f2 ,I e%v C) s 10'M thence a:uth 0051'30" uc,.-.t, u1r.'rj?z Lire saiel .rnat line of the coutire&qt {uprter of the .outhxcj_ q.;ctrtcr to ti:•_ -,mint of beginnL.g; 1C£PCzGG thertfrcm they north 150 .rct, A*= EXPEP✓1'ING tbc-^fro, the eetS6 50 feet lying within S�-conlary State !L-g''iut,y ,lei_ 5C (F1ensor. Ronal; AISQ ENCi l lqG thorvfrom the southerly tV feet, more or less, ly ntt within I,C. ('nrr Pond (Southeast 174th street), atrbject to the roerrvation Uii v7 mlaerxls in deed frem the tjorthera pa:ific Rail+ay Co=perty to the gr:.ator, elated December 10, 1958, and recorded in :ne office of the l:in; Count-,; AudiWr on Decetaller 19, 1958, its Volume 3B60 of Deeds at Page 548. allbjerL also to va ea:e=nt in he public for ary atblic roads Iteretofore laid out or eatrabli.hc3 snr c..iat.n6 ^e'er and across any ra1-t of t;t prexise3. A lir Ler;u2 '_.7_de ru!id� for this .iccd, s:IL'10ut which it vottld not :e aaae, to 111 t'ie uZrre—n: ;'r ;he Eranteea, for the"trelr-. , heirs Or assigns, tr.at neitnt'r t1c arLU - .)• rn Parific reLi1W a y CunrUsy, their nucLrssor-r or assigns, s5tr 1 t)c :n .=y zz—a.L_ reLpunsibjo, or i blr to the g.-antccs, o; ssy sly^equest i owner or rt=chaser, or any r?rsen int?rr.ted thereta, far any danof whatever nature, by MAStao 0� any cave -or movement of the rtt :4 �aue.ed by :.he removed Le retotore of 1oa, earth or ro. under the surface of the mr..id rre=ivra, or iv.- , mcd-1zrrtiy adJPceat thereto, or fCr any d=agc whatever resulting r oO or caus'Ma t,y the mert+tion ht:retofore, r-f the coal mine, �.tt the vicinity of the prre.ises, including fire e-.d explosion, leather through the n«aligtace of the grantor, the �iorthern Pacific Rxllway Canner•, their succ=ssorn cr asaigas, or otht±rwise, and ;he grantees heresy assuxe a" L'awillty s,,; _a;,, -:1 Cl!Li=l for 3r:a6e arising tram sucn cperat=ions umd %rill save pad :sold'uarsle-,t tee gray:cr, the Northt-m Pacific Railway C=Pany, their aucceasars or mssips, frao any c %im thr"ror�. It is err'ec,! '...at any geological rr ctner re orts furaizbvd the � � P 6rantec� S;t :tee � grantor -,hall rot cor,_td•.ltc "presentat:on of tte c:ndit;cn o:said a s.d such r-1urt shall in no wV r�1 ierc the r ran* "a frob tn;' ' i *ix :tit t;? „rrnr.Td and xalaer of damages w ;',�:• En-t•••�• pry+r li.., together veth tn� ,,r,Ctli teuwnt, tend uppurtl'n'.nc�. `Lor4—rnto LelcA.:Ing or :r, t Wnr��a� n.remtres �is�,�cu.sti� -'� ��� � - �--_ - _ ..r. - - -... � —� .,.,. •-��-•.�--Saar,ca._-_..._.,........�...�.,...�,..,...✓.....,�_�....,,, Wi-t PAC, 585 � { TO WW'.- ,LK;r lud .:.d urfurtrn�aea u.R.� the arnrtcea, � .:�elr ..uccc��or.= ra,d s.,ni�na, farevtr, 'Zbe gr-u :or will rort•rer .urr•unt ;G,S a. i'r;,i tlid t! tic to the uremites e.x-. capt a, ugalns: liens, charge; and crc=hrEmcis or:gineting enter trx date or tn•- tx£orranid contmet of 1s1c. ter.? fti LiTK£SS tdnZ,EOF, ono grantor ha3 rsusrd these prescats to be settled with its corparate seal and signed by it; titce Ymeident :he day and year first above I �r'tten, is F:rdrn_e Qom. RMIRMN NcInn-_.liN t � Ott«t: CQU.l-PY OF iJXSe.Y p J+ f � ijf L7a •tla dey 3i' '!t- A.D. =9�_ , F person ]]y s;pearcd �ii y wawa r�,pnJ . to xc yams to be t:.,• VIot President c:' Burlington Northern Fo.:rd%tsrA, tn? ce:p:,ruf2on that vtecuted the wir-hin and ToregaiLK rostrum+nt, 'W,.j nrx-Io%jedged t1le said instru-=-*ent to be the t-cc oud vrlratarg 6ct ant: derd of saki c, rporat.ors far the -rses and ourposts tbereirs r,entioacd, end on Olt -It atatrd that he v= authorized to tx- erctr said 11-trument, Ind that tre seal a -'ixod is the corporate sea= of said corporation. it X GCS 47f'�£ 49, `_'arc• !m'rew,to :et ay hand sr-d ?,"fixed ry of.:a9ti1 seij '6-� le 'f� T Y i3t. L L.tt h!*, Luxri �t ri r^ T 1 v,1L R7i 1 t[f DEVELOPER EXTC115ION Water 6 d Ruv 0 �. 1 REIMBURSEMENT CONTRACT x Sewer z 2009 -00S CREEK SODS CREEK WATER AND SEWER DISTRICT 19R^ WATU, SEWER MSTRICT LATECOMER AGREEMENT NO. 114 Dated octo er 1g. , 19.B.L THIS AGREEMENT made and entered into by and between Soos Creek Water and Sewer District, a Washington municipal corporation, hereinafter referred to as District, and Steve and Laura Hitchell hereinafter referred to as Owner/Developer. WITNESSETH: WHEREAS, the Owner/Developer has installed and/or agrees to install a water or sewer main and/or facility to serve certain property in Soos Creek Water p and Sewer District and has agreed upon completion of saute to tender to the District N a bill of sale; and 0 Go WHEREAS, the District has heretofore by and through ics Commissioners adopted a resolution providing for the execution of a contract to reimburse the Owner/Developer pursuant to the provisions hereinafter set forth; and WHEREAS, the Commissioners have determined that specific property will be benefited by the utilization of this improvement. NOW. THEREFORE, IT 1S AGREED: 1. That all properties directly connected to the improvement and/or property owners allowed to connect by use of laterals or branches, shall pay a fair pro-rata share of the cost of the construction of said improvement. Said improvement is described as follows: follows: 405 ft. of d" main located .in S.e, 172nd St. The property or properties to which said charges apply is described as See Attachment "A" R$/o1/20 4*563 D RECD F 8.130 CPSHSL **S.00 55 2. That the Ovmer/Developer shall be entitled to receive reimbursement from said benefited properties for a period of 15 years commencing from the date of this contract; provided, said reimbursement is subjuect to the provisions hereinafter set forth. 3. That the amount of reimbursement that the Owner/Developer shall be entitled to shall be a reasonable sum determined by competitive costs of like constructions within the area and within the time period, that the Owner/Developer 4 agrees to provide to the District a complete cost record and his claim for total cost of construction within thirty days of his execution of the bill of sale for the improvement to the District. The Owner/Developer agrees that his failure to provide said total cost record and total cost of construciton within the time period afore- mentioned, (30 days from the date of the bill of sale), shall result in his voluntary waiver of any claim or right to reimbursement pursuant to this contract. i[ i 1 e ATTACHMENT "A" SOOS CREEK WATER AND SEWER DISTRICT MITCHELL MAIN EXTENSION LATECOMERS NO, 114 (SEWER DIVISION) PARCEL A The Westerly 436.45 feet of the Easterly 617.45 feet, measured on the North boundary line from the Northeast corner and the Western line of Benson Road (Secondary State Highway No. SC) of the following described property: The South 120.00 feet of the North 150.00 feet of that portion of the Southeast quarter of the Southwest quarter of Section 29, Township 23 North, Range 5 East, W.M., lying Easterly of a line drawn Parallel with and 405.00 feet East when measured at right angles to the West line of said subdivision; EXCEPT those portions conveyed to the State of Washington by deed recorded under Recording No. 7312060244 far SR 515, All situated in the County of King. State of Washington. PARCEL B Lot 13 of Black 4 of Aker's Farms No. 5 as recorded in Plats, Volume 40, page 47, in King County, Washington; LESS the North 60.00 feet of the West 130.00 feet thereof. PARCEL C The West half of Lot 14 of Block 4 of Aker's Farms No. 5 as recorded in Plats, Volume 40, page 47, in King County, Washington. RATE = 320.26/F.F. c— 1 M m m 4-, v. c + —,-W ar x N � m I i I , Latecomer Agreement No, 114 Page 2 That the Owner/Developer agrees that the commissioners shall have the right to determine the fair value of the improvement, and that said reimbursement shall be based ;ipon that value and not the actual construction cost incurred by the said Owner/Developer; provided, that said determination shall be pursuant to Resolution No. 668 , 4. That the District shall have the right to provide for on segregation for each property owner within the effected area of the improvement; provided, said segregation shall be limited to a single family dwelling and/or resident, and shall contain not less than 100 feet of frontage. 5. That all sums received by the District pursuant to this reimbursement contract shall be subject to the reasonable administrative charge of twenty percent (20%), and upon the District's collection of any funds from a benefited real property owner, the District shall have the right to deduct said 20% at its sole option. PROVIDED, that if for any reason the Owner/developer and/or the beneficiaries of this contract express a desire to waive payment by any and/or all properties affected hereby; the District shall be entitled to collect the 20% at its sole option. 6, The duty of the District to reimburse the Owner/Developer shall terminate on the Ia CA` day of ��r;;.� f.�, A'� and all reimbursements collected thereafter shall be the sole and exclusive property of said District; it being under- stood that after such period of time the District maintenance and operation of said facility and sewer/water main.over said extended period of time would entitle the District to the users contribution to said main and /or facility. 7. The Owner/Developer agrees that the District's duty to enforce the reimbursement contract will be limited to actual utili?ation of facilities by real property owners and that any non -utilization resulting from a real property owner's design of a system and/or re -design of the system contemplated pursuant tot his construction contract shall not be subject to this reimbursement. Provided further, that any costs of the enforcement of this reimbursement contract, including but not limited to attorney fees, shall be chargeable to the Owner/Developer and shall be dedurtcd from payments received by the District from benefited property owners, prior to the District having any duty to pay over to the Owner/Developer; that in the even`_ Second Party his heirs, and/or assigns, desire to waive their rights of reimbursement hereunder, then in that event, the District shall be entitled to a payment of 10% on any reimbursement and/or portion of reimbursement waived by the Second Party. 8. That at the time and as part of the Owner/Developer's extension agreement, the Owner/Developer shall notify the District of his desire for reimbursement of construction costs; that if the Owner/Developer fails to request reimbursement then all his rights and claims for reimbursement are thereby waived and said reimbursement shall thereafter become the sole and exclusive property of the District, free of any claims or reimbursement by the Owner/Developer. LATECOMER AGREEMENT 140. 114 Page 3 DATED THIS �Zi _ DAY OF diet 19 By Dopopq CONM I0NER5 1 ' Rf By Owner/ veloper 2('' Z/' STATE OF WASHINGTON) COUNTY OF KING )ss On this /04 i day of 1L�i 19 ; before me the under- signed, a Notary �fc in and or t e State o a hing on, duly commissioned and sworn, personally appearedand to me known to be the President and Secretary respectfully, of ooCreek ter and Sewer District, the corporation that executed the foregoing instrument and acknowledged the said instrument to be the free and voluntary act CD and deed of said corporation, for the uses and purposes therein mentioned, and on L9. oath stated that 0ey authorized the execution of said instrument and that the seal affixed is the corporate seal of said corporation. � WITNESS my hand and official seal hcrcto affixed the day and year first cD above written. NOTARY �� and or t r tote 1 of Washington, residing in LL STATE OF WASH:NGTON) CO(ATY OF KING )ss On this day personally appeared before me to me known to be the individual descr e n an w7ioo-executedthe within and fore going instrument, and acknowledged that signed the same as free and voluntary act and deed, for the uses awn purposes therein ment%n� GIVEN under my hand and official seal this day of 19. . NOTARY PUBLIC in and for t e Std� t�� Washington, residing in STATE OF WASHINGTON) COUNTY OF KING )ss On this day of 19_, before me, the under signed, personaaiy appeared and to me known to be the President and Secretary respectively, of the corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned, and on oath stated that authorized to execute the said instrument and that the seai affixed is t ee cite seal of said corporation. WITNESS my hand and official seal heretofore affixed the day and year first above written. NOTARY PUBLIC in and for the State of Washington, residing in ISINti CQLIN7Y MISC PACE 0x CF 806 :1 ... Box 0a : i l Filed for Record at the request of. KING COUNTY, WA SOOS CREEK WATER AND SEWER DISTRICT 14616 SE 192nd St P Q Box 58039 Renton, Washington 98058-1039 3000111111 93 12.00 200 Docurnent Title(s). SEWER SPECIAL CONNECTION CHARGE #120 Reference Numbers) of Documents assigned or released- N/A ev'� Additional reference numbers on page — of document(s) an a Grantors) NIA Additional names on page _ of document Grantee(s). SODS CREEK WATER AND SEWER DISTRICT o Additional names on page _ of document r-- o Legal Description- See Exhibit "A" Additional legal is on page _ __ of document Assessor's Property Tax Parcel/Account Number(s) NIA c 0 c+7 c 0 CP SODS CREEK WATER & SEWER DISTRICT I, Philip Sullivan . Secretary of the Board of Commissioners of Soos Creek Water and Sewer District, King County, Washington, hereby certify that the attached copy of Resolution No 22 j q -S is a true and correct copy of the original resolution adopted on the _.._100*b day of + DATED this « date of Lisf- 2001 BOARD OF COMMISSIONERS BOOS CREEK WATER & SEWER DISTRICT SODS CREEK WATER AND SEWER DISTRICT KING COUNTY, WASHINGTON RESOLUTION NO. 2214-S A RESOLUTION of the Board of Commissioners of Soos Creek Water and Sewer District, King County, Washington, establishing Special Connection Charge #12D due Soos Greek Water and Sewer District for the Contract 2-82S Project WHEREAS, sewer mains and facilities have heretofore been installed as :part of the project commonly known as Contract 2-82S, and WHEREAS, said sewer facilities will provide benefits and services to the properties described in Exhibit "A" attached hereto, which is made a part hereof by this reference thereto, and WHEREAS, it is the policy of Soos Creek Water and Sewer District to require reimbursement for any facilities built by the District and/or by an individual when said Imes provide benefit and service to other properties, and WHEREAS, the District engineer has determined the properties benefited and computed the value of said benefit as applied to said properties, and 0 Q r a WHEREAS, the Board of Commissioners finds said benefits and the cost thereof to be Q reasonable, and the Special Connection Charge Rate based thereupon to be a fair allocation of such •- benefits and costs NOW, THEREFORE, BE IT RESOLVED by the Board of Commissioners of Soos Creek Water and Sewer District as follows SECTION I-, That Sewer Special Connection Charge No 120 is hereby established for the properties and in the amounts shown in Exhibit "A", which is incorporated herein by this reference Said rate does not include cost of connecting, stub service, permits or inspections, general facilities charges, or other latecomers that may be due on the properties RESOLUTION NO. 2214-S SUBJECT: Establishing Sewer Special Connection Charge #120 Due SCWSD Pertaining to Contract 2-82S PAGE-1 SIcCTION 2: That no service shall be provided to any of the property described in Exhibit "A" prior to payment to the District of the above established charges for all property held by the applicant which lies within the area described in Exhibit "A" SECTION 3: That a Notice of the adoption of this Resolution as Special Connection Charge shall be recorded with the King County Division of Records and Elections ADOPTED by the Board of Commissioners of Soos Creek Water and Sewer District, King Couunty, �Akishington, a a regular open public meeting thereof". 1b1h y of Au #, 2001 P rVE SANDELIUS, Commissioner CLEMENT QUANRUD, Commissioner DY REECE, Commissioner c-� a c� cri cw RESOLUTION NO.2214-S SUBJECT: Establrshrng Sewer Special Connection Charge #120 Due SCINSD Pertaining to Contract 2-82S PAGE-2 Exhibit "A" SCOS CREEK WATER AND SEWER DISTRICT CONTRACT 2-82S LATECOMERS NO. 120 (SEWER DIVISION) PARCEL A The East half of Lot 13, Block 3, Aker's Farms No. 5 as recorded in Volume 40 of Plats, page 47, records of King County, Washington. LESS the North 75.00 feet thereof. RAT 102 F.F. x $46.66/Foot = $4,759.32 No Stub Constructed = 0.00 r.., Total Latecomers Charge = $4,759.32 PARCEL B o That portion of the North 150.00 feet of the Southeast quarter of the Southwest quarter of Section 29, Township 23 North, Range 5 East, W.M., lying Easterly of SR 515. LESS the East 665.00 feet thereof. "' LESS the North 30.00 feet for road. RATE 124.66 F.F. x $46.66/Foot = $5,816.63 Plus Two Stubs 0 $344.74/Ea. = 689.48 Total Latecomers Charge = $6,606.11 20030126002078,001 Burlington Resources Oil & Gas Co LP Attn: Holly A. Lynch P.O. Box 51810 Midland, Texas 79710-1810 20030125002078 ONE, 00NG � KIG5ON 10 ANCUY, WA 2099 NOTICE OF CLAIM TO SEVERED MINERAL INTEREST RECEIVED STATE OF WASHINGTON COUNTY OF KING In accordance with the applicable provision of law including Chapter 78 22 040 Revised Code of Washington, the following Notice of Clairn of Severed Mineral Interest is given 1 Claimant Burlington Resources Oil & Gas Company .LP, a Delaware Corporation (formerly known as Meridian Oil production Inc ) authorized to conduct business in the State of Washington 2 Claimant's principal place of business is located at 801 Cherry Street, Fort Worth, Texas 76102 3 _Description of Land Affected by This Notice Attached hereto as Exhibit "A" and incorporated herein by reference is a list and description of the severed mineral interests in the above captioned county owned and claimed by Claimant 4 Claimant is the owner of the severed mineral interests in the lands described in Exhibit "A" that were onginally held by the Northern Pacific Railway Company 5 Nature and Extent of Claim With respect to the severed mineral interests covered hereby, Claimant asserts and claims all rights and privileges appurtenant to such interests including, but not limited to, free and unencumbered ingress and egress at all times for the purpose of exploration, mining and drilling on said lands and conducting all such other activities and operations as may be appropriate in searching for and removing oil, gas and other minerals of any kind or nature, including, but not hnuted to hydrocarbons of any nature, rare earths, ferrous and nonferrous metals and ores 6 Non -Waiver This notice of claim is expressly made without waiver or prejudice to Claimant's right, expressly reserved and retained herein and hereby, to challenge the validity of any statute, ordinance or enactment requiring such notice as a condition to continued ownership of severed mineral fee interests, on the basis that any such statute, ordinance or enactment is violative of property rights and procedural nghts. afforded and guaranteed under the Constitution of the United States of America and the State of Washington, and is therefore void 20030125002078.002 k EXECUTED this _11 day of October, 2002 13URLINGTON RESOURCES OIL &. GAS COMPANY LP By BROG GP Inc, its sole General Partner By -,& S KEITH FRANK, Attorney -in -Fact Zoe STATE OF TEXAS COUNTY OF MIDLAND BEFORE ME, the undersigned authority, on this day personally appeared S KEITH FRANK, known to me to be the person whose name is subscribed to the foregoing instrument as Attorney -in -Fact of BROG GP Inc , a Delaware corporation and the sole General Partner of BURLINGTON RESOURCES OIL & GAS COMPANY LP, a Delaware limited partnership, and acknowledged to me that he executed the same for the purposes and consideration therein expressed, in the capacity stated, and as the act and deed of said limited partnership GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of October, 2002 �r^"V" HOLLY LYNCH NOTARY PUBLIC • STATE OF TEXAS My COmm EV 07-03-2003 d � My commission expires NotaryPu Ac PO 4 WMP-, 330O N "A", Bldg 6, Midland, TX 79710 200301266002078.003 EXHIBIT "A" STATE OF WASHINGTON COUNTY OF KING MINERAL OWNERSHIP: OIL, GAS AND OTHER HYDROCARBONS. LEGAL DESCRIPTIONS Township 019 North, Range 007 East Section 5 NW/4SW/4 (40 0 acs) S/2SW/4 (80 0 acs) Section 9 N/2NW/4 (80 0 acs) Townshm 020 North, Ranee 007 East Section 5 S/2NEA (80 0 acs) SE/4NW/4 (40 0 acs) SW/4SE/4 (40 0 acs) Lot 1, Lots 2, 3, Less 10 00 ac BN R/W (98 97 acs) Section 7 NE/4 (160 0 acs) E/2NW/4 (80 0 acs) E/2SW/4 (80 0 acs) SWANWA of Lot 2 (43 62 acs) NWASWA of Lot 3 (42 64 acs) SE/4 Less 54 01 ac BN R/W (1 0 acs) Section 9 All (640 0 acs) Section 15 All (640 0 acs) Section 17 E/2 (320 0 acs) E/2W/2 (160 0 acs) NWANWA (40 0 acs) W/2SW/4 (80 0 acs) Section 19 E/2 (320 0 acs) E/2SW/4 (80 0 acs) NW/4NW/4 of Lot 1 (41 03 acs) Section 29 W/2NW/4 (80 0 acs) Section 31 SE/4NE/4 (40 0 acs) SE-ASW/4 (40 0 acs) Section 33 S/2N1/4 (80 0 acs) E/2W/2 (160 0 acs) SEA (160 0 acs) Township 020 North, Range 008 East Section 5 All (641 25 acs) Section 7 All (591 92 acs) Township 020 North Ran a 009 East Section 11 N/2 (320 0 acs) 20030125002076.004 Township 020 North, Range 010 East Section 6 NW/4SW/4 of Lot 6 (34 54 acs) Section 34 E/2NW/4 (80 0 acs) NE/4SW/4 (40 0 acs) 'township 021 North, Range 004 East Section 27 NEA (160 0 acs) E/2SE/4 (80 0 acs) Section 31 NE/4NE/4 (40 0 acs) NW/4NE/4 of Lot 1 (32 05 acs) SE/4NE/4 of Lot 2 (33 5 acs) Section 35 NW/4NW/4 (40 0 acs) Township 021 North, Range 005 East Section 29 NW/4SW/4 (40 0 acs) Township 021 North, Range 008 East Section 22 SWASEA (40 0 acs) S/2NW/48E/4 (20 0 acs) NWANWASE/4 (10 0 acs) Township 021 North, Range 009 East Section 30 SE/4SW/4 (40 0 acs) SW/4SE/4 (40 0 acs) Section 32 SW/4NE/4 (40 0 acs) S/2NW/4 (80 0 acs) N/2SW/4 (80 0 acs) SE/4SW/4 (40 0 acs) SE/4 (160 0 acs) Townshin 021 North, Range 010 East Section 3 All (548.96 acs) Section 9 All (640 0 acs) Section 11 All (640 0 acs) Section 15 All (640 0 acs) Section 17 All (640 0 acs) Section 19 All (640 0 acs) Section 26 W/2SW/4 (80 0 acs) Section 27 All (640 0 acs) Section 28 S/2S'W'/4 (80 0 acs) Section 29 All (640 0 acs) Section 31 All (631 08 acs) Section 32 N/2SE/4 (80 0 acs) N/2SW/4 (80 0 acs) SE/4SE/4 of Lot 1 (33 58 acs) SWASEA of Lot 2 (3411 acs) SEASWA of Lot 3 (34 66 acs) Section 33 All (610 43 acs) Section 34 N12N/2 (160 0 acs) N/2SW14 (80 0 acs) SE/4SW/4 of Lot 3 (31 39 acs) 20030125002078.005 Township 021 North Range 010 East Section 35 All (595 48 acs) Township 022 North, Range 004 East Section 36 Lot 4 and Part of Lot 7 (1 64 acs) Township 022 North, Range. 010 East Section 31 E/2NW/4 (80 0 acs) NE/4SW/4 (40 0 acs) SE/4 (160 0 acs) NW/4NW/4 of Lot 1 (38 49 acs) SW/4NWA of Lot 2 (38 47 acs) NWASWA of Lot 3 (38 45 acs) SW14SW/4 of Lot 4 (38 43 acs) Section 33 NE/4 (160 0 acs) S/2 (320 0 acs) Township 022 North, Range 011 East Section 5 R/W across SEASWA, W/2SE/4 (5 85 acs) Section 17 R/W across W/2NW/4, S/2N/2 (15 89 acs) Township 023 North, Range 004 East Section 13. N/2NW/4 (80 0 acs) TownshW 023 North, Range 005 East Section 1 SW/4SW/4SW/4SW/4 (2 5 acs) Section 3 SE/4NE/4 (40 0 acs) SE/4SE/4 (40 0 acs) NE/4SE/4 (40 0 acs) NE/4NE/4 (35 92 acs) W/2SW/4 (80 0 acs) NW/4NW/4 (35 77 acs) Section 7 SWASWA (32 6 acs) Section 9 NE/4 (160 0 acs) N12SE/4 (80 0 acs) Section 11 All (640 0 acs) Section 18 Portion of SW/4 described by metes and bounds in deed to Milestone (4 80 acs), Those portions of Tracts 8 and 9, supplemental map of Renton Shorelands, and the SE/4SW/4 described by metes and bounds in deed to Milestone Section 19 Portion of Government Lot 1 described in deed to Milestone (1 53 acs) Section 25 S/2SE/4 (80 0 acs) Part of SWANE/4, S/2NW/4, N/2SW/4, NW14SE/4 (53 46 acs) Section 27 Tract in NW/4NE/4 (1 0 acs) Section 29 SE/4SW/4 (40 0 acs) Part of SE14NW/4 ( 5 acs) Section 35 SE/4NE/4 (40 0 acs) Township 023 North, Range 006 East Section 1 All (626 02 acs) 20030125002078.006 Township 023 North, Range 006 East Section 3 SE14NE/4 (40 0 acs) E/2SE/4 (80 0 acs) NE/4NE/4 of Lot 1 (31 76 acs) NW14NW/4 of Lot 4 (30 89 acs) Fart of E/2SE/4 being a strip of land 75' wide described to deed to Milestone (4 23 acs) Section 5 Part of Lots 3, 4, West of Sunset Highway (22 0 acs) 100' ROW across Lots 3, 4, SW/4NW/4 (24 06 acs) Section 11 All (640 0 acs) Section 17 SW/4NW14NW/4SW/4 (2 5 acs) S/2NE/4 (80 0 acs) E/2NW/4 (80 0 acs) NW/4NW/4 (40 0 acs) N/2SE/4 (80 0 acs) SEASEA (40 0 acs) S/2SW/4 (80 0 acs) Township 023 North, Range 007 East Section 1 Farts of Lots 1, 2, S12NEA (160 0 acs) Section 5 All (629 06 acs) Section 7 All (642 40 acs) Section 9 All (640 0 acs) Section l i All (640 0 acs) Section 13 All (640 0 acs) Section 15 All (640 0 acs) Section 17 All (640 0 acs) Section 19 All (648 58 acs) Section 21 All (640 0 acs) Section 23 All (640 0 acs) Section 25 All Less 4 04 ac BN RAW (635 96 acs) Section 27 N/2N/2 (160 0 acs) Section 29 All (640 0 acs) Section 31 Hwy R/W across Lots 2, 3, NE/4SW/4, W/2NW/4, NW/4NE/4 (25 17 acs) Section 35 NE/4 (160 0 acs) NE14SE/4 (40 0 acs) Township 023 North, RanL008 East Section 3 NEANE/4 of Lot 1 (47 80 acs) SE/4NE/4 of Lot 5 (42,9 acs) Township 023 North. Range 009 East Section 1 W/2SW/4 (80 0 acs) Lot 1 (19 65 acs) Lot 2 (37 40 acs) Lot 5 (37.40 acs) Lot 6 (38 65 acs) Lot 7 (4140 acs) Lot 8 (40 0 acs) Lot 9 (40 0 acs) Lot 10 (21 0 acs) Lot 11 (21 0 acs) 20030125002078.007 Township 023 North, Range 009 East Section 1 Lot 12 (40 0 acs) Lot 13 (40 0 acs) Lot 14 (40 0 acs) Lot 15 (37 5 acs) Lot 16 (40 1 acs) Lot 17 (40 0 acs) Lot 18 (40 0 acs) Lot 19 (40 0 acs) Lot 20 (21 0 acs) Section 3 All (593 90 acs) Section 5 S12S/2 (160 0 acs) Section 7 M712NE/4 (80 0 acs) NE/4NW/4 (40 0 acs) NW/4NW/4 of Lot 1 (35 11 acs) SW/4NW/4 of Lot 2 (34 15 acs) SE/4NW/4 of Lot 5 (39 07 acs) SW/4NE/4 of Lot 6 (39 44 acs) SE/4NE/4 of Lot 7 (39 81 acs) Section 9 N/2NW/4 (80 0 acs) NW/4NE14 of Lot 1 (31 4 acs) SW/4NW/4 of Lot 2 (38 4 acs) SEANW/4 of Lot 3 (38 6 acs) SWANE14 of Lot 4 (32 4 acs) Section 11 SE/4NE/4 (40 0 acs) SE/4SW/4 (40 0 acs) SEA (160 0 acs) NE/4NE/4 of Lot 1 (39 05 acs) NW/4NE/4 of Lot 2 (44 2 acs) SW/4SE/4 of Lot 3 (44 4 acs) NE/4SW/4 of Lot 4 (39 75 acs) NW/4SW/4 of Lot 5 (44 0 acs) SW/4SW/4 of Lot 6 (43 45 acs) Section 15 SE/4NE/4 (40 0 acs) S/2SW/4 (80 0 acs) SE/4 (160 0 acs) NE14NE/4 of Lot 1 (44 0 acs) NW/4NE/4 of Lot 2 (46 25 acs) SW/4NE/4 of Lot 3 (41 5 acs) NE/4SW/4 of Lot 4 (42 0 acs) NW/4SW/4 of Lot 5 (40 8 acs) Section 21 E/2NE/4 (80 0 acs) NW/4NE/4 of Lot 1 (37 55 acs) SW/4NEA of Lot 2 (38 4 acs) Township 024 North. Range 004 East Section 6 City of Seattle, Blocks 5 and 12, David S Maynard's Donation Claim No 43, North 30' Less street of Lots 5, 6, Block 12, North 15' Lot 5, Block 5 ( 09 acs) 20030125002078.008 Township 024 North, Range, 004_East Section 8 Seattle, part of vacated 8"' Avenue South Between Blocks 243 and 250, Seattle Tidelands Addition, Seattle, Block 245, Seattle Tidelands, Lot 5, Lots 6 through 9, City of Seattle, Block 248, Seattle Tidelands Subdivision, Strip of land 32' wide extending North and South through Block 248, also part Of Lots 16 to 19, Block 248 lying Easterly of a line parallel and concentric with Perpendicularly distant 17 0' Easterly of the Easterly line of 8 h Avenue South, as Established by Ordinance No 23591, City of Seattle, Block 249, Seattle Tidelands, West 27 50' of East 50' of Lots 12 through 14, City of Seattle, Block 250, Seattle 'tidelands subdivision, West 225' of Lots l through 11, except West 114' of Lots 9, 10 and 11 and West 114' of 32 25' of Lot 8, Seattle, Block 252, Seattle Tidelands, parts of Lots 3, 4, 17-20, parcel called parts of Lots 1, 2, 3, 20, 21, 22, Block 252, also parts of Lots 7, 8, 9, 10 11, Block 252, parcel called part of Lots 1, 2, 3, 4, 5, 6, in Block 252, parcel called portions of Lots 12 through 16 Inclusive as established by ordinance No 23591, all descnbed more fully in deed To Milestone, City of Seattle, Block 253, Seattle Tidelands, Lot 11 and all those Parts of Lots 7 to 10 lying Southeasterly of a line distant 15' as measured radially From Railway Track Centerline described by metes and bounds in deed to Milestone, Also parts of Lots 6 to 9 in Block 253, described as separate parcel in deed, City of Seattle of Block 254, Seattle Tidelands, Part of Lots 7-9 ( 230 acs), City of Seattle of BIock 255, Seattle Tidelands, East 22 5' of Lots 1-5, West 22 5' of Lots 6-10, City of Seattle, Block 256, Seattle Tidelands, Easterly 25' of Lots 1-4, Westerly 25' of Lots 19 And 20, City of Seattle, Block 278, Seattle Tidelands, East 270' of Lots 17 through 19, City of Seattle, BIock 297, Seattle Tidelands Subdivision part of North 50' of vacated Hanford Street adjoining East 183' of Lot 24, and East 183' of the South 20' of Lot 15, The East 183' of Lots 16 through 24 inclusive, Block 297, City of Seattle, Block 300, Seattle Tidelands, part of Lots 1 through 5, City of Seattle, Block 243, 250, Seattle Tidelands Being the West 60' of Lot 6 except the South 10' thereof, the West 52' of The North 22' of Lot 5 which lie Southerly of a line parallel to and 15' Southerly of the Described centerline being Block 243, according to plat thereof, those portions of Lot 17 And 18 of Block 250 which lie Easterly of 81h Avenue South as established by Ordinance No 23591, and Southerly of a line parallel to and IS' Southerly of centerline described In Deed to Milestone, Part of vacated 8`� Avenue South lying between Lots 12 to 15 Inclusive in Block 248, and Lots 6 to 9 mclusive, Block 245, according to plat thereof (49 acs) Township 024 North, Range 005 East Section 11 NE/4SE14 Less 143 ac sold (38 57 acs) Section 21 S12NW/4SW/4 (20 0 acs) Section 23 E/2NE/4 (80 0 acs) NE/4SE/4 (40 0 acs) Township 024 North, Range 006 East Section 3 SW/4NW/4 (40 0 acs) NW/4SW/4 (40 0 acs) Section 5 SE/4NE/4 (40 0 acs) Sl;/4 (160 0 acs) Section 13 SW14NW/4 (40 0 acs) NVJ/4SW/4 (40 0 acs) S/2SW/4 (80 0 acs) SW/4SE/4 (40 0 acs) 20030125002078.009 Township 024 North, Range 006 East Section 15 SE/4SW/4 (40 0 acs) Section 19 W/2SE/4NE/4 (20 0 acs) N/2SE/4 (80 0 acs) NW/4NE/4 (40 0 acs) NW/4NE/4SW/4 (10 0 acs) W/2NW4NE/4SW/4 (5 0 acs) SW/4SW/4 (40 0 acs) West 330' of North 990' of fractional NWANW/4, South 200' of the West 99' of Government Lot 1 (7 5 acs) Section 21 S E/4NE/4 (40 0 acs) NE/4SE/4 (40 0 acs) SE/4 Less 1 12 acs BN RR ROW (38 88 acs) Section 23 S/2NW/4 (80 0 acs) Section 25 SF,/4NE/4 (40 0 acs) SE/4NW/4SE/4 (10 0 acs) Part SW/4SW/4, SE/4SW/4, SE/4SE14, NE/4SE14, Less BN R/W, Less State Road (143 01 acs), abandoned R/W across S/2S/2, NW14SW/4, NE/4SE/4 (13 5 acs) Section 27 S/2SE/4 (80 0 acs) NEASE/4, Less 4 09 ac R/W (35 91 acs) Section 29 V17/2 (320 0 acs) Section 35 NW/4 (160 0 acs) N/2SW/4 (80 0 acs) Township 024 North, Range 007 East Section 3 100' wide strip running across Lot 4 and portions of the S/2NW/4, NE/4SW/4, and S/2SE/4 descnbed more fully in deed to Milestone (14 63 acs) Section 17 E/2E/2 (160 0 acs) N/2SW/4 (80 0 acs) SW/4SW/4 (40.0 acs) Section 21 NE/4NE/4 (40 0 acs) NW/4NW/4 (40 0 acs) SW/4SW/4 (40 0 acs) Section 27 NW/4NE/4NWI4 (10 0 acs) Section 31 FRL W/2 Less North 15 0' thereof (309 95 acs) 100' ROW across N/2NE/4, NE/4NW/4 and Lot 1 Section 35 All (626 28 acs) Township 024 North, Rance 008 East Section 25 SE/4SE/4 (40 0 acs) Section 29 City of Stioqualmie Falls, Block 24, Northeasterly 60' of Lots 17 through 20 And Southeasterly 15' of Northeasterly 60' of Lot 16 ( 18 acs) Section 31 NWASE/4 (40 0 acs) Township 024 North, Range 009 East Section 25 NE/4 (158 90 acs) 20030125002078.010 t Township_024 North, Range 010 East Section 15 N/2NE/4 (80 0 acs) S W/4NE/4 (40 0 acs) W/2 (320 0 acs) NW/4SE/4 (40 0 acs) Section 23 SE14SE/4 of Lot 1 (42 76 acs) SW/4SE/4 of Lot 2 (43 45 acs) SE/4SW/4 of Lot 3 (44 13 acs) S W/4SW/4 of Lot 4 (44 82 acs) Section 25 NW/4NE/4 of Lot 2 (38 69 acs) NE/4NW/4 of Lot 3 (38 85 acs) NW/4NW/4 of Lot 4 (39 12 acs) SW/4NW/4 of Lot 5 (39 0 acs) SE/4NW/4 of Lot 6 (38 73 acs) SW/4NE/4 of Lot 7 (38 77 acs) S E/4SE/4 of Lot 8 (38 5 acs) Section 27 SW/4NE/4 (40 0 acs) S/2N`W/4 (80 0 acs) SWA (160 0 acs) W/2SE/4 (80 0 acs) NW/4SE/4 of Lot 2 (33 46 acs) NE/4SW/4 of Lot 3 (33 12 aos) NWASW/4 of Lot 4 (32 85 acs) SW/4SW/4 of Lot 5 (32 88 acs) SE/4SW/4 of Lot 6 (33 15 acs) SW/4SE/4 of Lot 7 (33 46 acs) Township 025 North, Range 003 East Section 2 City of Ballard, Block B, Bryggers 2°1 Home Addition, vacated streets adjoining Subdivision, Block 11, Bryggers 2ad Home Addition, part of Lots 1 and 2, Block 6, Bryggers 2°d Home Addition, part of said block ( 28 acs), Block 7, Bryggers 2"d Home Addition, Part of Lots 5-7, Parts of Lots 2 and 3, A triangular parcel in that portion of West 57 h Street, vacated by ordinance No 82757, all parcels described in deed to 1ltilestone Section 1 ] That part of Section 11 beginning at the corner of common Sections 11, 12, 13 and 14, Thence North on the line between Sections 1 land 12, 62 7' to the South marginal line Of Shilshole Avenue, thence North 66 deg 18 nun West along said marginal line 352' To the point of beginning, thence following said marginal line North 66 deg 18 min West, 150', thence North 23 deg 42 min East, 15' and parallel to the Southerly marginal Line of Shilshore Avenue, 150', thence North 23 deg 42 ruin East, 15' Section 14 City of Seattle, Block 1, Gnlman's Addition, Easterly 60' of Lots 20 and 21, Those portions of Lots 4, 19, 20, 21 and portion of vacated alley, descnbed by Metes and bounds in deed to Milestone Township 0_25 North, Range 009 East Section 13 NEA (160 0 acs) S/2 (320 0 acs) TownshW 026 North Range 005 East Section 3 Strip of land in SWANE/4 (3 62 acs) 20030125002078.011 p Township 026 North Range 006 East Section 25 NE/4NW/4 (40 0 acs) Townshm 026 North. Range 009 East Section 1 W/29E/4 (80.0 acs) S EASE/4 of Lot 14 (38 87 acs) Section 3 Lot 3 (42 19 acs) Lot 4 (41 06 acs) Lot 5 (37 39 acs) Lot 6 (37 39 acs) SWANB/4 of Lot 10 (39 17 acs) SE/4NW/4 of Lot 11(37 69 acs) SW/4NW/4 of Lot 12 (37 69 acs) NW/4SW/4 of Lot 13 (37 94 acs) NE/4SW/4 of Lot 14 (37 81 acs) SEASW/4 of Lot 15 (38 12 acs) SW/4SW/4 of Lot 16 (38 25 acs) Section 5 SW/4 (160 0 acs) Lot 1 (39 1 acs) Lot 2 (38 93 acs) Lot 3 (38 77 acs) Lot 4 (38 6 acs) NW14NW/4 of Lot 5 (40 0 acs) NE/4NW/4 of Lot 6 (40 0 acs) NW/4NE/4 of Lot 7 (40 0 acs) NE/4NE/4 of Lot 8 (40 0 acs) SE/4NE/4 of Lot 9 (40 0 acs) SW/4NE/4 of Lot 10 (40 0 acs) SEANW/4 of Lot 11 (40 0 acs) SW/4NW/4 of Lot 12 (40 0 acs) Section 7 E/2W/2 (160 0 acs) NE/4NE/4 of Lot 1 (39.91 acs) NW/4NE/4 of Lot 2 (39 91 acs) NWANW/4 of Lot 3 (45 22 acs) SW/4NW/4 of Lot 4 (44 79 acs) SW/4NE/4 of Lot 5 (39 72 acs) SIANE/4 of Lot 6 (39 72 acs) NW/4SW/4 of Lot 7 (44 35 acs) SW/4SW/4 of Lot 8 (43 92 acs) Section 1 I SW/4 (159 02 acs) Section 15 NE/4 (160 0 acs) NE/4SW/4 (40 0 acs) N/2SE/4 (80 0 acs) SFASE/4 (40 0 acs) Township 026 North, Range 010 East Section I N/2 (323 68 acs) Section I I W/2SW/4 (80 0 acs) NE/4SW/4 of Lot 9 (39 1 acs) SE/4SW/4 of Lot 14 (34 45 acs) 20030125002078.0'It2 ., Townsh 026 North, Range Ol 1 East Section 22 SE/4 (160 0 acs) Section 26 Part of Lot 5 (26 90 acs) Section 35 City of Skyomish, Block 3, Townsite Lots 11 and 12 Township 026 North, Range 012 East Section 31 S/2NE/4NE/4 (20 0 acs) Townshia 026 North, Range 013 East Section 28 SW/4SE/4 (40 0 acs) Section 29 S/2NW/4SE/4 (20 0 acs) That part of S/2SEA, SE/4SW/4, S/2NE/4SW/4 lying Northerly of R/W, Including 28 ac RCW in SW/4SE/4 (106 65 acs) Willamette 1851 Plat City of Seattle, Block 135, Seattle Tide Lands, part of Lot 4 and parts of vacated alley in Lot 4 City of Seattle, Seattle Tide Lands, Block 139, parts of Lots 8-10 City of Seattle, Block 140, Seattle Tide Lands, parts of Lots 1-3, 14-16, and Lot 6 and parts of Vacated alley therein City of Seattle, Block 103, David T Denny's I" Addition, Lots 11-14, Less East 17', Less North 11 36' of Lot 14 and Less West 5' City of SeattIe, Block 101, David T Denny's Addition, Lots 11 and 12 City of Seattle, Block 1, BN Norpac Industnal Dist #1 Lot 7 and 8 (2 14 acs) City of Seattle, Block 4, Lots 1-5 and East 110' of Lot 6 (7 41 acs) City of Seattle, Block 18, Lawton Park Subdivision, All Lot 4, part of Lots 8-13 which are lying Southwesterly of Gilman Avenue City of Seattle, Ladd's l' Addition, parts of Lots 8-10 ( 35 acs) City of North Seattle, Block 101 D T Denny's 5`h Addition, Lots 7-10 Less the West 4' thereof City of Seattle, Lawton Park Addition, Block 7, those portions of Harley Avenue and Lots 14 Arid 15 all of which is more fully described m a deed to Milestone City of Earlingkon Plat City of Ewltngton, Earhngton Industnal Park #1, Lot 5 (10 01 acs) 20030125002079.001 4 Burlington Resources Oil & Gas Co LP Attn: Holly A. Lynch P.O. Box 51810 Midland, Texas 79710-1810 200301250020791),EvEL. M err PAGE 001 OF 010MI 28.00 Ci7 aF R�P�i 01 /23/2003 10LJ54 NTQJ�r NOTICE OF CLAIM TO SEVERED MINERAL INTEREST $?ECFIVJ) STATE OF WASHINGTON COUNTY OF KING In accordance with the applicable provision of law including Chapter 78 22 040 Revised Code of Washington, the following Notice of Claim of Severed Mineral Interest is given i Claimant Glacier Park Company, a Delaware Corporation (formerly known as Meridian Land and Minei al Company) authorized to conduct business in the State of North Dakota 2 Claimant's principal place of business is located at 801 Cherry Street, Fort Worth, Texas 76102 3 Description of Land Affected by This Notice Attached hereto as Exhibit "A" and incorporated herein by reference is a list and description of the severed mineral interests in the above captioned county owned and claimed by Claimant 4 Claimant is the owner of the severed mineral interests in the lands described in Exhibit "A" that were originally held by the Northern Pacific Railway Company 5 Nature and Extent of Claim With respect to the severed mineral interests covered hereby, Claimant asserts and claims all rights and privileges appurtenant to such interests including, but not limited to, free and unencumbered ingress and egress at all tunes for the purpose of exploration, mining and drilling on said lands and conducting all such other activities and operations as may be appropriate in searching for and removing oil, gas and other minerals of any kind or nature, including, but not limited to hydrocarbons of any nature, rare earths, ferrous and non-ferrous metals and ores 6 Non -Waiver This notice of claim is expressly made without waiver or prejudice to Claimant's right, expressly reserved and retained herein and hereby, to challenge the validity of any statute, ordinance or enactment requiring such notice as a condition to continued ownership of severed mineral fee interests, on the basis that any such statute, ordinance or enactment is violative of property rights and procedural rights afforded and guaranteed under the Constitution of the United States of America and the State of Washington, and is therefore void 20030125002079.002 EXECUTED this Sk day of October, 2002 GLACIER PARK COMPANY By S KEITH FRANK, Attorney -in -Fact STATE OF TEXAS COL TNTY OF MIDLAND BEFORE ME, the undersigned authonty, on this day personally appeared S KEITH FRANK, Attorney -in -Fact of Glacier Park Company, known to me to be the person whose name is subscnbed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed and in the capacity stated therein as the act and deed of said corporation GIVEN UNDER MY HAND AND SEAL OF OFFICE this LVtflay of October, 2002 HOLLY LYNCH � ¢ NOTARY PUBLIC STATE �O,,^F TEXAS MY Cp> n Exp 07-03-m My commission expires 07/03/2003 Notary PufAic Holy Lynch 3300 N "A", Bldg 6, Midland, TX 79710 20030125002079.003 EXHIBIT "A" STATE OF WASHINGTON COUNTY OF KING MINERAL OWNERSHIP: ALL MINERALS EXCEPT OIL, GAS AND OTHER HYDROCARBONS. LEGAL DESCRIPTIONS Township 01.9 North, Range 007 East Section 5 NW/4SW/4 (40 0 acs) S/2SW/4 (80 0 acs) Section 9 N/2NW/4 (80 0 acs) Township 020 North, Range 007 East Section 5 S/2NE/4 (80 0 acs) SE/4NW/4 (40 0 acs) SWASEA (40 0 acs) Lot 1, Lots 2, 3, Less 10 00 ac BN R!W (98 97 acs) Section 7 NEA (160 0 acs) E/2NW/4 (80 0 acs) E/2SW/4 (80 0 acs) SWANWA of Lot 2 (43 62 acs) NW/4SW/4 of Lot 3 (42 64 acs) SEA Less 54 01 ac BN R1W (1 0 acs) Section 9 All (640 0 acs) Section 15 All (640 0 acs) Section 17 E/2 (320 0 acs) E/2W/2 (160 0 acs) NW/4NW/4 (40 0 acs) W/2SW/4 (80 0 acs) Section 19 E/2 (320 0 acs) E/2SW/4 (80 0 acs) NWANW14 of Lot 1 (41 03 acs) Section 29 W/2NW/4 (80 0 acs) Section 31 SEANE14 (40 0 acs) SEASW/4 (40 0 acs) Section 33 S/2NE/4 (80 0 acs) E/2W/2 (160 0 acs) SEA (160 0 acs) Township 020 North, Range 008 East Section 5 All (64125 acs) Section 7 All (59192 acs) Township 020 North, Range 009 East Section 11 N/2 (320 0 acs) 20030125002079.004 Township 020 North, Range 010 East Section 6 NW/4SW/4 of Lot 6 (34 54 acs) Section 34 E/2NW/4 (80 0 acs) NE/4SW/4 (40 0 acs) Township 021 North, Range 004 East Section 31 NE/4NE/4 (40 0 acs) NW/4NE/4 of Lot 1(32 05 acs) SE/4NE/4 of Lot 2 (33 5 acs) Township 021 North, Range 005.East Section 29 NW/4SW/4 (40 0 acs) Township 021 North, Range 008 East Section 22 SWASE/4 (40 0 acs) S/2NW/4SE/4 (20 0 acs) NW/4NW/4SE/4 (10 0 acs) Township 021 North, Rarim 009 East Section 30 SE/4SW/4 (40 0 acs) SW/4SE14 (40 0 acs) Section 32 SWANEA (40 0 acs) S/2NW/4 (80 0 acs) N/2SW/4 (80 0 acs) SE/4SW/4 (40 0 acs) SEA (160 0 acs) Township Wl North Rance 010 East Section 3 All (548 96 acs) Section 9 All (640 0 acs) Section 11 All (640 0 acs) Section 15 All (640 0 acs) Section 17 All (640 0 acs) Section 19 All (640 0 acs) Section 26 W/2SW/4 (80 0 acs) Section 27 All (640 0 acs) Section 28 S/2SW/4 (90 0 acs) Section 29 All (640 0 acs) Section 31 All (631.08 acs) Section 32 N/2SE/4 (80 0 acs) N/2SW/4 (80 0 acs) SEASE/4 of Lot 1 (33 58 acs) SWASEA of Lot 2 (34 11 acs) Sl~�/4SW/4 of Lot 3 (34 66 acs) Section 33 All (610 43 acs) Section 34 N/2N/2 (160 0 acs) N/2SW/4 (80 0 acs) SE/4SW/4 of Lot 3 (3I 39 acs) Section 35 All (595 48 acs) 20030125002079.005 Township 022 North, Range 010 East Section 31 E/2NW/4 (80 0 acs) NE/4SW/4 (40 0 acs) SE/4 (160 0 acs) NWANW/4 of Lot 1 (38 49 acs) SWANWA of Lot 2 (38 47 acs) NW/4SW/4 of Lot 3 (38 45 acs) SWASW/4 of Lot 4 (38 43 acs) Section 33 NEA (160 0 acs) S/2 (320 0 acs) Township 022 North, Range 011 East Section 5 R/W across SEASW/4, W/28E/4 (5 85 acs) Section 17 R/W across W/2NW/4, S/2N/2 (15 89 acs) Township 023 North, Range 004 East Section 13 N/2NW/4 (80 0 acs) Townglup 023 NmIli, Range 005 East Section 1 SW/4SW/4SW/4SW/4 (2 5 acs) Section 3 SEANE/4 (40 0 acs) SE/4SE/4 (40 0 acs) NEASEA (40 0 acs) NE/4NE/4 (35 92 aos) W/2SW/4 (80 0 acs) NW/4NW/4 (35.77 acs) Section 7 SWASW/4 (32 6 acs) Section 9 NEA (160 0 acs) N/2SE/4 (80 0 acs) Section 11 All (640 0 acs) Section 25 S/2SE/4 (80 0 acs) Part of SW/4NE/4, S/2NW/4, N/2SW14, NWASE/4 (53 46 acs) Section 27 Tract in NW/4NE/4 (1 0 acs) Section 29 SE/4SW/4 (40 0 acs) Part of SE/4NW/4 ( 5 acs) Section 35 SE/4NE/4 (40 0 acs) Township 023 North, Range 006 East Section 1 All (626 02 acs) Section 3 SEANEA (40 0 acs) E/2SE/4 (80 0 acs) NE/4NE/4 of Lot 1 (31 76 acs) NW/4NW/4 of Lot 4 (30 89 acs) Part of E/2SE/4 being a strip of land 75' wide described in deed to Milestone (4 23 acs) Section 5 Part of Lots 3, 4, West of Sunset Highway (22 0 acs) 100' ROW across Lots 3, 4, SWANWA (24 06 acs) Section l l All (640 0 acs) Section 17 SW/4NW/4NW/4SW/4 (2 5 acs) S/2NE/4 (80 0 acs) E/2NW/4 (80 0 acs) NW/4NW/4 (40 0 acs) 20030125002079.006 Township 023 North, Range 006 East Section 17 N/2SEA4 (80 0 acs) SEASE/4 (40 0 acs) S/2SW/4 (80 0 acs) Township 023 North, Range 007 East Section 1 Parts of Lots 1, 2, S/2NE/4 (160 0 acs) Section 5 All (629 06 acs) Section 7 All (642 40 acs) Section 9 All (640 0 acs) Section 11 All (640 0 acs) Section 13 All (640 0 acs) Section 15 All (640.0 acs) Section 17 All (640 0 acs) Section 19 All (648 58 acs) Section 21 All (640 0 acs) Section 23 All (640 0 acs) Section 25 All Less 4 04 ac BN R/W (635 96 acs) Section 27 N/2N/2 (160 0 acs) Section 29 All (640 0 acs) Section 31 Hwy RAW across Lots 2, 3, NEA4SWA4, W/2NW/4, NW/4NE/4 (25 17 acs) Section 35 NE/4 (160 0 acs) NEA4SEA (40.0 acs) Township 023 North, Range 008 East Section 3 NE/4NE/4 of Lot 1 (47 80 acs) SE/4NE/4 of Lot 5 (42 9 acs) Township 023 North Ran a 009 East Section 1 W/2SW/4 (80 0 acs) Lot 1 (19 65 acs) Lot 2 (37 40 acs) Lot 5 (37 40 acs) Lot 6 (38 65 acs) Lot 7 (41 40 acs) Lot 8 (40 0 acs) Lot 9 (40 0 acs) Lot 10 (21 0 acs) Lot 11 (21 0 acs) Lot 12 (40 0 acs) Lot 13 (40 0 acs) Lot 14 (40 0 acs) Lot 15 (37 5 acs) Lot 16 (40 1 acs) Lot 17 (40 0 acs) Lot 18 (40 0 acs) Lot 19 (40 0 acs) Lot 20 (21 0 acs) Section 3 All (593 90 acs) Section 5 S/2S/2 (160 0 acs) 20030125002079.007 Towns 023 North Range 009 East Section 7 W/2NE/4 (80 0 acs) NE/4NW/4 (40 0 acs) NW/4NW/4 of Lot 1 (35 11 acs) SW/4NW/4 of Lot 2 (34 15 acs) SE/4NW/4 of Lot 5 (39 07 acs) S W/4NE/4 of Lot 6 (39 44 acs) SE/4NE/4 of Lot 7 (39 81 acs) Section 9 N/2NW/4 (80 0 acs) NW/4NE/4 of Lot 1 (31 4 acs) SW/4NW/4 of Lot 2 (38 4 acs) SE/4NW/4 of Lot 3 (38 6 acs) SW/4NE/4 of Lot 4 (32 4 acs) Section 11 S E/4NE/4 (40 0 acs) SE/4SW/4 (40 0 acs) SEA (160 0 acs) NE/4NE/4 of Lot 1 (39 05 acs) NW/4NE/4 of Lot 2 (44 2 acs) SW/4SE/4 of Lot 3 (44 4 acs) NE/48W/4 of Lot 4 (39 75 acs) NW/4SW/4 of Lot 5 (44 0 acs) SW14SW/4 of Lot 6 (43 45 acs) Section 15 SE/4NE/4 (40 0 acs) S/2SW/4 (80 0 acs) SE/4 (160 0 acs) NE/4NE/4 of Lot 1 (44 0 acs) NW/4NE/4 of Lot 2 (46 25 acs) SW/4NE/4 of Lot 3 (41 5 acs) NE/4SW/4 of Lot 4 (42 0 acs) NW/4SW/4 of Lot 5 (40 8 acs) Section 21 E/2NE/4 (80 0 acs) NW/4NE/4 of Lot 1 (37 55 acs) SW/4NE/4 of Lot 2 (38 4 acs) Township 024 North Rana 005 East Section 11 NE/4SE/4 Less 143 ac sold (38 57 acs) Section 21 S/2NW/4SW/4 (20 0 acs) Section 23 E/2NE/4 (80 0 acs) NE/4SE/4 (40 0 acs) TownshW024 North, Range 006 East Section 3 SW/4NWl4 (40 0 acs) WAWA (40 0 acs) Section 5 SE/4NE/4 (40 0 acs) SO4 (160 0 acs) Section 13 SW/4NW/4 (40 0 acs) NW/4SW/4 (40 0 acs) S/2SW/4 (80 0 acs) SW/4SE/4 (40 0 acs) Section 15 SE/4SW/4 (40 0 acs) Section 19 W/2SE/4NE/4 (20 0 acs) 20030125002079.008 To_ wnshiU 024 North, Range 006 East Section 19 N/2SE/4 (80 0 acs) NW/4NE/4 (40 0 acs) NW/4NE/4SW/4 (10 0 acs) W/2NE/4NE/4SW/4 (5 0 acs) SW/4SW/4 (40 0 acs) West 330' of North 990' of fractional NW14NW/4, South 200' of the West 99' of Government Lot 1 (7 5 acs) Section 21 SE/4NE/4 (40 0 acs) NE/4SE/4 (40 0 acs) SEl4 Less 1 12 acs 13N RR ROW (38 88 acs) Section 23 S/2NW/4 (80 0 acs) Section 25 SE/4NE/4 (40 0 acs) SEANW/4SE/4 (10 0 acs) Part SW/4SW/4, SE/4SW/4, SE/4SE/4, NE14SE/4, Less BN R/W, Less State Road (143 01 acs), abandoned R/W across S/2S/2, NW/4SW/4, NE/4SE/4 (13 5 acs) Section 27 S/2SE/4 (80 0 acs) NE/4SE/4, Less 4 09 ac R/W (35 91 acs) Section 29 W/2 (320 0 acs) Section 35 NW/4 (160 0 acs) N/2SW/4 (80 0 acs) Township 024 North, Range 007 East Section 17 E/2E/2 (160 0 acs) N/2SW/4 (80 0 acs) SW/4SW/4 (40 0 acs) Section 21 NE/41',E/4 (40 0 acs) NW/4NW/4 (40 0 acs) SW/4SW/4 (40 0 acs) Section 27 NW/4NE/4NW/4 (10 0 acs) Section 31 FRL W/2 Less North 150' thereof (309 95 acs) 100' ROW across N/2NE/4, NE/4NW/4 and Lot 1 Section 35 All (626 28 acs) Township 024 North, Range 008 East Section 25• SE/4SE/4 (40 0 acs) Section 31 NW/4SE/4 (40 0 acs) Township 024 North, Range 009 East Section 25 NE/4 (158 90 acs) Townships 024 North, Range 010 East Section 15 N/2NE/4 (80 0 acs) SW/4NE/4 (40 0 acs) W/2 (320 0 acs) NW14SE/4 (40 0 acs) Section 23 SE/4SE/4 of Lot 1 (42 76 acs) SW/4SE/4 of Lot 2 (43 45 acs) SE/4SW/4 of Lot 3 (44 13 acs) SW/4SW/4 of Lot 4 (44 82 acs) 20030125002079.009 Township 024 North, Mange 010 least Section 25 NW/4NE/4 of Lot 2 (38 69 acs) NE/4NW/4 of Lot 3 (38 85 acs) NW/4NW/4 of Lot 4 (39 12 acs) SW/4NW/4 of Lot 5 (39 0 acs) SE/4NW/4 of Lot 6 (38 73 acs) SW/4NE/4 of Lot 7 (38 77 acs) SE/4SE/4 of Lot 8 (38 5 acs) Section 27 SW/4NE/4 (40 0 acs) S/2NW/4 (80 0 acs) SW/4 (160 0 acs) W/2SE/4 (80 0 acs) NW/4SE/4 of Lot 2 (33 46 acs) NE/4SW/4 of Lot 3 (33 12 acs) NW/4SW/4 of Lot 4 (32 85 acs) SW/4SW/4 of Lot 5 (32 88 acs) SE14SW/4 of Lot 6 (33 15 acs) SW/4SE/4 of Lot 7 (33 46 acs) Township 025 North, Range 009 East Section 13 NW4(160 0 acs) S/2 (320 0 acs) Township 026 North, Range 006 East Section 25 NE/4NW/4 (40 0 acs) Township 026 North, Range 009 East Section 1 W/2SE/4 (80 0 acs) SE/4SE/4 of Lot 14 (38 87 acs) Section 3- Lot 3 (42 19 acs) Lot 4 (41 06 acs) Lot 5 (37 39 acs) Lot 6 (37 39 acs) SW/4NE/4 of Lot 10 (39 17 acs) SE/4NW/4 of Lot 11 (37 69 acs) SW/4NW/4 of Lot 12 (37 69 acs) NW/4SW/4 of Lot 13 (37 94 acs) NE/4SW/4 of Lot 14 (37 81 acs) SE14SW/4 of Lot 15 (3 8 12 acs) SW/4SW/4 of Lot 16 (38 25 acs) Section 5 SW/4 (160 0 acs) Lot 1 (39 1 acs) Lot 2 (38 93 acs) Lot 3 (38 77 acs) Lot 4 (38 6 acs) NW/4NW/4 of Lot 5 (40 0 acs) NE/4NW/4 of Lot 6 (40 0 acs) NW/4NE/4 of Lot 7 (40 0 acs) NE/4NE/4 of Lot 8 (40 0 acs) SE/4NE/4 of Lot 9 (40 0 acs) SW/4NE/4 of Lot 10 (40 0 acs) 20030125002079.010 Township 026 North, Range 009 East Section 55 SE/4NW/4 of Lot 11 (40 0 acs) SW/4NW/4 of Lot 12 (40 0 acs) Section 7 E/2W/2 (160 0 acs) NE/4NE/4 of Lot 1 (39 91 acs) NW/4NE/4 of Lot 2 (39 91 acs) NW/4NWA of Lot 3 (45 22 acs) S WAMW/4 of Lot 4 (44 79 acs) S WANE/4 of Lot 5 (39 72 acs) S E/4NE/4 of Lot 6 (39 72 acs) NW/4SW/4 of Lot 7 (44 35 acs) S W/4SW/4 of Lot 8 (43 92 acs) Section 11 SW/4 (159 02 acs) Section 15 NEl4 (160 0 acs) NE/4SWA (40 0 acs) N/2SE/4 (80 0 acs) SEASE/4 (40 0 acs) 20081209000691.001 FILED for Record at Itequest of Name I~- 1' s e�, . Addressf, o,flo Ch 0,41tisU, tti OL- -V4 se I K NOTICE OF CLAIM TO SEVERED MINERAL INTERESTS RECEIVED This Statement of Claim is being made for the purpose of preserving mineral interest indicated on Exhibit A, attached hereto and made a part hereof, in the lands described on Exhibit A, located in King County, Washington of the undersigned owner, BURUNGTON RESOURCES OIL & GAS COMPANY L.,P., a Delaware Partnership (formerly known as Meridian Oil Inc. and Burlington Resources Oil & Gas Company), and a wholly owned subsidiary of ConocoPhillips whose address is P.O. Box 7500, Bartlesville, Oklahoma 74005-7500 EXECUTED this 8th day of October, 2008 BURLINGTON RESOURCES OIL & GAS COMPANY, L.P. BY: o n y D. Blevins Attorney -in -Pact 20081209000691.002 STATE OF OKLAHOMA COUNTY OF OSAGE ) ) ss. Before tote, the undersigned, a Notary Public, within and for said County and State, on this the 8th day of October 2008, personally appeared Cindy D. Blevins, as Attorney -in -Fact for Burlington Resources Oil & Gas Company L.P., to me personally known to be the identical person who executed the within and foregoing instrument and acknowledged to me that she executed the same as her free and voluntary act and deed for the uses and purposed therein set forth. IN WITNESS WHEREOF, I have hereunto set my hand and official sea] the day and year last above written. � c, �A F., i F (SEAL -- --------------------- TFIRRE L. 5UTE Notary Pubilc ; ]l � '�..t)m,,�' 7 State ofQklahoma � Cpmre`-15 ion # 00J14102 Expires 11/25108 ]-------------------- My Commission Expires: 11/25/2008 C", '- 6f. �� & Terri L. Bute Notary Public to a a r 01 ra G l3 O m a LV c Exhibit A N Attached to and made a part of that certain Statement of Claim to Mlnaral Interest dated Novomber 21, 2008 for Klug County, WA Fire # Suffix Dated Grantors Book _Page _ T _ _R Sect 04 Reception Number $413877 DOC - 880628D226 M13M DOC 8808280226 M13879 DOC 8806280226 027389 DOC 121111983 BURLMGTON NORTHERN - ET AL DOC 19 N S E 1 Legal Description Interest 8407260712 LOTS 1 AND 2 (73.24 acres) M27389 000 1211/1983 BURLINGTON NORTHERN • ET AL DOC 19 N 6 E 1 PART OF LOT 4, SW14NW4 e407250712 NORTH OF THE WHITE RIVER (42.26 acres) M27390 000 121111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 19 N 7 E 5 NWSW DOC.#840725 0712 M27390 000 121111983 BURLNGTON NORTHERN - ETAL BOOKIPAGI= 19 N 7 E 5 $2$W DOG-#840725 0712 M27391 000 121//1983 BURLINGTON NORTHERN - ET AL BOGK/PAGE 19 N 7 E 9 N2NW DOC4840725 0712 M27392 000 5126/1988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 19 N 10 E 1 ALL 8907070392 M27393 OOD 5/26/1988 BURLINGTON NORTHERN - FT AL BOOKIPAGE 19 N 10 E 3 ALL $907070392 M27394 000 5/26/1988 BURLNGTON NORTHERN - ET AL BOOK/PAGE 19 N 10 E 5 ALL 8907076392 M27395 000 5/26/1988 BURLNGTON NORTHERN - ET AL BOOKMAGE 19 N 10 E 9 N2 8907070392 M27395 000 512611988 BURLINGTON NORTHERN - ET AL BOOK/PAGE 19 N 10 E 9 NWSW 8907070392 M27396 000 512611988 BURLINGTON NORTHERN - ET AL BOOKIPAGF 19 N 10 E 11 N2 8907070392 M27396 000 5126/1988 BVRLNGTON NORTHERN - ETAL BGOKJPAGE 19 N 10 E 11 N252 8907070392 M27397 900 512611988 BURLINGTON NORTHERN - ET AL SOOKIPAGE 19 N 11 E 1 ALL 8907070392 M27398 000 5126/1988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 19 N 11 E 3 ALL 8907070392 M27399 000 5126/1988 BURLINGTON NORTHERN - ET AL BO{licJPAGE 19 N 11 E 5 ALL 8907070392 M27400 000 5126/198B BURLINGTON NORTHERN • ETAL BOOKIPAGE 19 N 11 E 7 ALL 8907070392 M27401 000 512611988 BURLINGTON NORTHERN - ET AL BOOK/PAGE 19 N 11 E 9 ALL 8907070392 Page 1 of 66 1.00000000 1.00000000 1.00000000 1,00000000 1.00000000 1.00000000 1.00000000 1.00000000 1.00000000 1.00000000 1.00000000 1.00030000 1.00000000 1.00000000 ..00000000 1.00000000 1,00000000 sr 0 a a 0 a a c CV 00 Exhibit A a Attached to and made apart of that certain Statement of Claim to Mlnoral tntorest datod November 21, 2008 for King County, WA File 0 Suffix Dated Grantors Book Page T R Sect oc Reception Number Legal Description Interest M27402 o00 5/2611988 6UF2LilVGrON NORTHERN • ET AL BOOKIPAGE 19 N 11 E 11 ALL 1.00000000 8907070392 M27403 000 5/26/1988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 19 N 11 E 15 N2 1.00000000 8907070392 M27403 000 5126119$8 BURLINGTON NORTHERN - ET AL BOOKIPAGE 19 N 11 E 15 SW 1.00000000 8907070392 M27404 000 5/2611986 BURLINGTON NORTHERN - ET AL BOOKIPAGE 19 N 11 E 15 SE 1,00000000 8907070392 M27405 000 512611988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 19 N 11 E 17 ALL 1,00000000 SOD7070392 M27408 000 5/26/1988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 19 N 11 E 21 NE 1.00000000 8907070392 M27406 000 5126)1988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 19 N 11 E 21 NENW 1.00000000 8907070392 M27406 000 5/26/1988 BURLINGTON NORTHERN - ET AL BOOK/PAGE 19 N 11 E 21 NESE 1.00000000 0907070392 M27407 000 5/26/1988 BURLINGTON NORTHERN - ET AL BOMPAGE 19 N 12 E 3 ALL 1.00000000 8907070392 M27408 000 5/26/1988 BURLINGTON NORTHERN - ET AL BOOK(PAGE 19 N 12 E 11 ALL 1.00000000 8907070392 M27409 000 1211/1983 BURLINGTONNORTHERN - ET AL BOOKIPAGE 20 N 5 E 1 NESW 1.00000000 DOCM840725 AKA Lot 20 (27.01 acres) 0712 M27409 000 1211YI983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 5 E 1 NWSE 1.00000000 DOC,9840725 AKA Lot 6 (26.7 acres) 0712 M27410 000 1211/1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 6 E 3 NENE 1.0000DOD0 DOC.19840725 AKA Lot 1 (34.57 acres) 0712 M27410 000 12N11983 BURLINGTONNORTHERN - ET AL BOOKIPAGE 20 N 6 E 3 NWNW- 1.00000000 DOC.#840725 AKA Lot 4 (34.27 acres) 0712 M27410 000 12/111983 BURLINGTONNORTHERN - ET AL BOOKIPAGE 20 N 6 E 3 SENW 100000000 DOC.#$40725 0712 M27411 000 12/111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 6 E 5 NWNE 1.00000000 DOC.*840725 AKA Lot 2 (37.58 acres) 0712 M27412 000 12/1/1983 BURLINGTON NORTHERN - ET AL $OOKIPAGE 20 N 6 E 7 E2NW 1.00000000 00G.*840725 0712 M27412 000 12/111983 BURLINGTON NORTHERN- ET AL BOOKIPAGE 20 N 6 E 7 NV,/NW 1.00000000 DOC11840725 AKA Lot 1 (39.92 acres) 0712 Page 2 of 66 0 0 m sa 0 0 0 to 0 CV Exhibit A o O Attached to and made apart of that certain Statement of Claim to Mir oral Interest dated November 21, 2000 for King County, WA LV File # Suffix Dated Grantors Book Page T R SQV 00 Reception Number Legal Description Interest M27412 000 1211/1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N b E 7 SWNW 1.00000000 DOC.0840725 AKA Lot 2 (40.28 acres) 0712 M27413 000 12/1/1983 BURLINGTON NORTHERN - ET AL BOOWPAGE 20 N 6 E 11 E2SW 1.00000000 DOCA840725 0712 M27413 000 12/1/1983 SURLINGTON NORTHERN • ET AL BOOKIPAGE 20 N 6 E 11 S2NE 1.00000000 00C.0840725 0712 M27413 000 1211J1983 BURLINGTON NORI HERN -ETAL BOOK/PAGE 20 N 6 E 11 SE 1.00000000 DOC.0840725 0712 M27414 000 12/111983 BURLINGTONNORTHERN-ETAL BOOKIPAGE 20 N 6 E 13 S2NE 1.00000000 DOC.#840725 0712 M27415 000 12/1/1983 BURLINGTON NORTHERN - ETAL BOOKIPAGE 20 N 6 E 17 NWSE 1.0000DOOO DOCA840725 0712 M27416 000 12/1/1983 BURLINGTON NORTHERN - ETAL SOOKIPAGE 20 N 6 E 25 1.00000000 DOCMI540725 ALL LESS 11.45 ACS 8N RIW, 0712 LESS 3.16 ACS (625.39 acres) M27417 000 1211A983 BURLINGTON NORTHERN - ETAL BOOKIPAGE 20 N 6 E 35 NE4; PART OF E2SW4, SE4 1.00000000 DOC.#840725 LYING SLY OF COUNTY ROAD 0712 & NLY OF COUNTY LINE (266.93 acres) M27418 000 5126/1988 BURLINGTON NORTHERN- ETAL BOOKIPAGE 20 N 7 E 5 SWSW 1.00000000 B907070397 M27419 000 1211/1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 7 E 5 S2NE 1.00000000 DOC.#840725 0712 M27419 000 12J111983 BURUNGTON NORTHERN- ETAL BOOKIPAGE 20 N 7 E 5 SENW 1.00000000 DOCA840725 0712 M27419 000 12/1/1983 BURLINGTONNORTHERN-ETAL BOOKIPAGE 20 N 7 E 5 SWSE 1.00000000 DOCA840725 0712 M27419 000 12/111983 BURLINGTONNORTHERN-ETAL SOOKIPAGE 20 N 7 E 5 1.00000000 D0007120725 LOT 1, LOTS 2, 3, LESS iDAO AC BN RfW (98.97 acres) M27420 000 12I111983 BURLINGTONNORTHERN -ETAL SOOKIPAGE 20 N 7 E 7 E2NW 1.0000000 COC �e-•r0728 0712 M27420 000 12J111983 BURLINGTON NORTHERN - ET AL BOOK/PAGE 20 N 7 E 7 E2SW 1.00000000 DOGA840725 0712 Page 3 of 66 Exhibit A Attached to and made apart of that certain Statemont of Clalm to Minoral Interest datod November 21, 2008 for King County, WA File # Suffix Dated Grantors Book Page T R Sect 00 Re_ce_ptlon Number Legal Description Interest M27420 000 121111983 6URLIN0TONNORTHERN-ETAL 8001UPAGE 20 N 7 E 7 NE 1,40000040 0OC1840725 0712 M27420 000 12M11983 RURLINGTONNORTHERN-ETAL BOOKPAGE 20 N 7 E 7 NWSW i.00000000 DOC.#840725 AKA Lot 3 (42.64 acres) 0712 M27420 000 12/111983 BURLINGTON NORTHERN. ET AL BOOKIPAGE 20 N 7 E 7 SWNW 1.00000000 DOC.#840725 AKA Lot 2 (43.62 acres) 0712 M27420 000 12/111903 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 7 E 7 1.00000000 DOC.#840725 $E4 LESS 54.01 AC BN RAN 0712 (105.99 acres) M27421 000 121111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 7 E 9 ALL 1.00000000 DOCA840725 0712 M27422 000 121111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 7 E 15 ALL 1.0000D000 DOC.4840725 D712 M27423 000 1211/1983 BURLINGTON NORTHERN - ET AL SOMPAGE 20 N 7 E 17 E2 1.00000000 DOCA840725 0712 M27423 000 121111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 7 E 17 E2W2 1.00000000 DOC.#840725 0712 M27423 DOD 121111983 BUM INGTON NORTHERN - ETAL BOOKIPAGE 20 N 7 E 17 NWNW 1.00000000 DOC.#840725 0712 M27423 000 12/111983 BURLINGTON NORTHERN- ET AL BOOKIPAGE 20 N 7 E 17 W25W 1.00000000 DOCA840725 0712 M27424 000 12M1983 BURDNGTON NORTHERN - ET AL BOOKIPAGE 20 N 7 E 19 E2 1.00040000 DOCX840725 0712 M27424 000 421111983 BURLINGTON NORTHERN- ET AL BOOKIPAGE 20 N 7 E 19 E29W 1 AOOOOODO DOC.0840725 0712 M27424 000 121111983 BURLINGTON NORTHERN. ET AL BOOKIPAGE 20 N 7 E 19 NWNW - 1.00000000 DOC1840725 AKA Lot 1 (41.03 acres) 0712 M27425 000 1211/1983 BURLINGTON NORTHERN- ET AL BOOKIPAGE 20 N 7 E 29 W2NW 1.00000000 DOC.#840725 0712 M27426 000 12r111983 BURLINGTON NORTHERN • ET AL BOOKIPAGE 20 N 7 E 31 SENE 1.00000000 DOC.#840725 0712 Page 4 of 66 Exhibit A Attached to and made a part of that certaln Statement of CIahn to Mineral Interest dated November 21, 2008 for King County, WA File # Suffix Dated Grantors Book Page T R. Sect 00 Reception Number Legal Description Interest M27426 DOD 121111983 BURLINGTON NORTHERN. ET AL B60KlPAGE 20 N 7 E 31 SESW 1.00000000 ❑OC.#840725 0712 M27427 000 1211/1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 7 E 33 E2W2 1.00000000 DOC.#840725 0712 M27427 000 1211/19/33 BURLINGTON NORTHERN. ET AL BODWIRAGE 20 N 7 E 33 S2NE 1,00000000 ❑OC.#840725 0712 M27427 000 1211/1983 BURLINGTON NORTHERN- ETAL BOOKIPAGE 20 N 7 E 33 SE 1.00000000 DOC A840725 0712 M27428 COO 121111963 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 8 E 5 ALL 1.00000000 DOC.4840725 0712 M27429 000 12/1/19153 BURLINGTON NORTHERN .ETAL BOOKIPAGE 20 N 6 E 7 ALL 1 _13000400D DOC,#840725 0712 M27430 000 518A969 BURLINGTONNORTHERN -ETAL BOOKIPAGE 20 N 8 E 8 N2 1,00000000 6907070Z192 M27430 000 6/8/1989 BURLINGTONNORTHERN -ETAL BOOKIPAGE 20 Al 8 E 8 SE 1.00000000 8907070392 M27431 000 5/26/1958 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 8 E 11 N2N2 1.00000000 8907070392 M27432 DOO 61611989 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 8 E 17 ALL 1.000DOO40 8907070392 M27433 ODD 61811989 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 8 E 18 NE 1.00000000 8907070392 M27434 000 61811989 BURLINGTON KORTH ERN - ET AL 800YURAGE 20 N 8 E 20 N2 1.00000000 8907070392 M27435 000 8/6/1989 BURLINGTON NORTHERN, ET AL BOOKIPAGE 20 N 8 E 24 N2SE 1.00000000 8907070392 M27435 000 61811989 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 8 E 24 SESE 1.00000000 8907070392 M27436 000 618JI989 BURLING70N NORTHERN - ET AL BOOK/PAGE 20 N 8 E 25 E2NE 1.00000000 8907070392 M27436 000 618/1969 BURLINGTON NORTHERN- ET AL BOOKIFAGE 20 N 8 E 25 NW 1.0D000000 8007070392 M27436 O00 61B11989 BURLINGTONNORTHERN -ETAL BOOKIPAGE 20 N 8 E 25 W2SE 1,00000000 89V070392 M27437 000 6/811989 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 8 E 26 N2SE 1.00000000 8907070392 M27437 OOD 618/1989 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 8 E 28 NESW 1.00OOD000 8907070392 Page 5 of 68 Exhibit A Attached to and made apart of that certain 5tatoment of Ctaim to Mineral Interest dated November 21, 200$ for Xing County, WA File 4 Suffix Dated Grantors Book Pago T R Sect 00 Reception Number M27436 600 51261968 BURLINGTON NORTHERN • ET AL 600K1PA6E 20 N 9 E 1 WP. 0907070392 M27439 000 5/26/1988 BURLINGTON NORTHERN- ET AL BOOK/PAGE 20 N 9 E 3 ALL B907070392 M27440 000 5/26/1988 BURLINGTON NORTHERN - ET AL BOOIVPAGE 20 N 9 E 4 ALL 6907070392 M27441 000 5/26/1988 BURLINGTON NORTHERN - ET AL BOOfUPAGE 20 N 9 E 5 52 B907070392 M27442 000 5/2611988 BURUNGTON NORTHERN - ET AL BOOKIPAGE 20 N 9 E 5 Legal Description Interest 1100000000 8806280227 FRL N2 (307.28 acres) M27443 000 5126/1988 BURLINGTON NORTHERN - ET AL BOOKJPAGE 20 N 9 E 6 PAL NE4 6 FRL 52 (460.81 8907070392 acres) M27444 000 5126/1988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 9 E 7 NE 6907070392 M27446 000 512611968 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 9 E 8 NW 8907070392 M27446 000 5128l1988 BURLINGTON NORTHERN- ET AL BOOK/PAI;E 20 N 9 E 9 N2 $907070392 M27447 000 1211/1983 BURLINGTON NORTHERN • ET AL BOOKIPAGE 20 N 9 E 11 N2 OOC.#840725 0712 M27448 000 5/28/1988 BURLINGTON NORTHERN - ET AL BOOK/PAGE 20 N 9 E 13 $W 8907070392 M27449 OCO 5/2811988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 9 E 15 NW 8907070392 M27449 000 5/26/1988 BURLINGTON NORTHERN - ET AL BOOK/PAGE 20 N 9 E 15 52 8907070392 M27450 000 5/20/1985 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 9 E 17 ALL 6907070392 M27451 000 5128/1988 BURLNGTON NORTHERN - ET AL BOOK/PAGE 20 N 9 E 19 F-2 89W070392 M27451 000 5/26/1988 BURLINGTON NORTHERN - ET AL BOOK/PAGE 20 N 9 E 19 FRL NW4 & FRL N2SW4 8907070392 (227.21acres) M27452 000 N2611988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 9 E 21 ALL 6907070392 M27453 GDO 5126/1988 BURLINGTON NORTHERN • ET AL SOOKIPAGE 20 N 9 E 23 ALL 9907070392 M27454 000 5126PI988 BURLNGTON NORTHERN - ET AL BOOKIPAGE 20 N 9 E 25 ALL 8907070392 M27455 000 W2611988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 9 E 27 NE 8907070392 M27455 000 5126119$8 BURLINGTONNORTHERN - ET AL BOOKIPAGE 20 N 9 E 27 NENW B9O7070392 Page 6 of 66 1.00000000 1.00000000 1.00000000 1.00000000 1,00000000 1.00000000 1.00000000 1.00000000 1.00000000 1.00000000 1.00000000 1.00000000 1.00000000 1.000G000a 1,00000000 1.00000000 1.00000000 1.00000000 1.00000000 1.00000000 m 0 0 rn ca 0 0 a 01 0 cv 00 0 0 (V Exhibit A Attached to and made apart of that certain Statement of Claim to Mineral Intorest dated November 21, 2008 for King County, WA File # Suffix Dated Grantors Book Page T R Sect QQ Reception Number M27456 000 5/2611988 BURLINGTON NORTHERN • ET AL BOOKIPAGE 20 N 9 E 29 N2SW 8907070392 M27456 000 512611an BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 9 it 29 NENE 8907070392 M27456 000 5/26/1988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 9 E 29 NW 8907070392 M27456 000 6/2611988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 9 E 29 W2NE 8907070392 M27457 000 5/26/1988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 2D N 9 E 35 NE 8907070392 M27457 000 512511988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 9 E 35 NENW 8907070$92 M27458 000 512611988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 10 E 1 NW B907070392 M27458 D00 5/26/1988 BURLINGTON NORTHERN - ET AL SOOKIPAGE 20 N 10 E 1 S2 8907070392 M27459 ODD 12!111983 RURUNGTON NORTHERN - ET AL QOC.#840725 20 N 10 E 6 NWSW Lcgal Description Interest 1.00000000 0712 AKA Lot 6 (34.64 acres) M27460 000 5126M988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 2D N 10 E 7 FRL N2 & FRL SE4 (461-17 8907070392 acres) M27461 000 5126/1988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 2D N 10 E 9 ALL 8907070392 M27462 000 512611986 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 10 E 11 ALL 8907070392 M27463 000 51261 988 9URLINGTON 0 1.00000000 1,00000000 1.00000000 1.00000000 1/00000000 1.00000000 1.00000000 1.0000000D 1.00000000 1.00000000 1.D0000000 1 N RTHERN - ET AL BOOKIPAGE 20 N 10 E 13 FRL N2 & FRL SW4 (4(38.5 1.00000000 890707D392 acres) M27464 000 612611988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 10 E 15 ALL 1.00000000 6007070392 M27465 030 5/26/1988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 10 E 17 FRL N2 & FRL SE4 (438.57 1.00000000 8907070392 acres) M27466 000 W2611988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 10 E 19 FRL W2 & FRL SE4 (448.05 1.00000000 8907070392 acres) M27467 ODD 5/26/1988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 10 E 23 S2$2 1.00000000 8907070392 M27468 ODD 512611988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 10 E 23 PART OF NW4SE4 (TRACT A), 1.00000000 8806280227 PART OF NE4 (TRACT B) (57.8 acres) M27469 000 512611988 BURUNGTON NORTHERN - ET AL $OOKIPAGE 20 N 10 E 25 ALL 1.00000000 8907070392 M27470 000 6/2611988 BURLINGTON NORTHERN - ET AL BOMPAGE 20 N 10 F- 27 FRL S2 & FRL NE4 (540.06 1.00000000 8907070392 acres) M27471 ODO 612611988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 10 E 29 FRL S2 & FRL NW4 (527.35 1,00000000 8907070392 acres) Page 7 of 66 Exhibit A Attached to and made apart of that ccrlaln Statement of Clalm to Mineral Interest dated November 21, 2008 for King County, WA File # Suffix Dated Grantors Book Page T R Sect 00 Reception Number Legal Description Interest M27472 000 5126/1988 BURLINGTON NORTHERN . ET AL 80014PAGE 20 N 10 E 31 A1.L 1.00000000 5907070392 M27473 000 5/2611988 BURLINGTON NORTHERN - ET AL SOMPAGE 20 N 10 E 33 ALL 1.00000000 8907070392 M27474 000 12/1/1983 BURLINGTON NORTHERN • ET AL BOOKIPAGE 20 N 10 E 34 E2NW 1.000GDDD0 DOCA840725 0712 M27474 000 1211/1983 BURLINGTON NORTHERN - ETAL BOOIUPAGE 20 N 10 E 34 NESW 1.00000000 DOC.4840725 0712 M27475 000 5/26/1988 BURLINGTON NORTHERN - ET AL BOO1c1PAGE 20 N 10 E 35 ALL 1-00000000 8907070392 M27476 000 5126/1988 BURLINGTON NORTHERN - ET AL BOOYJPAGE 20 N 11 E 3 THAT PART S2 AND SE4NE4 1-00000000 8907070392 LYING SOUTHERLY 6N R/W (278A9 acres) M27477 000 5/26/1988 BURLIN43TON NORTHERN - ET At 80OWPAGE 20 N 11 E $ GOVT LOTS 3 & 4 ALL THOSE 1.00000000 8806280227 PORTIONS OF S2N2 & NZS2 LYING NORTH ERLY OF THE BNRR R1W & THOSE PORTIONS OF GOUT LOTS 1 & 2 LYING SOUTHERLY OF THE BNRR R1W. (285.32 acres) M27478 000 5126/1988 BURLINGTONNORTHERN -ETAL BOOKPAGE 20 N 11 E 5 ALL 1.00000000 8907070392 M27479 000 512611988 BURLINGTON NORTHERN - ET AL DOC 20 N 11 E 9 E2NE 1.00000000 8907070392 M27479 000 5/2611988 SURLINGTON NORTHERN - ET AL DOC 20 N 11 E 9 S2SW 1.00000000 8907070392 M27479 000 5/2611988 BURLINGTON NORTHERN - ETAL DOC 20 N 11 E 9 $E 1.00000000 8907070392 M27479 000 5/2611988 BURLINGTON NORTHERN - ET AL DOC 20 N 11 E 9 THOSE PORTIONS OF THE 1.00000000 8907070392 W2NE4, SE4NW4, N2SW4 LYING SOUTHERLY OF THE BNRR RIW (88.77 acres) M27480 000 5/2611988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 11.E 9 THOSE PORTIONS OF THE 1-00000000 8806280227 W2NE4, NW4, N2SW4 LYING NORTH OF THE BNRR RM (1 B0.63 acres) M27481 000 5/26/1988 BURLINGTON NORTHERN - ET AL BOOKMAGE 20 N 11 E 11 ALL 1-00000000 8907070392 M27482 000 512WJ 988 BURLINGTON NORTHERN - ET AL BOOK/PAGE 20 N 11 E 15 ALL 1.00000000 8907070392 Page 8 of 66 Exhibit A Attached to and made apart of that certain Statement of Claim to Mineral Intorest dated November 21, 2008 for King County, WA Flle # Suffix Dated Grantors Book Pago T R Sect 00 Reception Number Legal Description Interest M27483 000 5126/1968 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 11 E 17 THOSE PORTIONS OF THE 1.00000000 8907070302 NE4, N2SE4, N2S2SE4 LYING EASTERLY OF BNRR RAN (223.65 acres) M27484 ODD S12611988 BURLINGTONNORTHERN-ETAL BOOKWAGE 20 N 11 E 17 W2 1.00000000 8806280227 M27484 000 5/26/1988 BURLINGTON NORTHERN- ET AL 1300K1PAGE 20 N 11 E 17 THOSE PORTIONS OF W21=2 1.00000000 8806280227 LYING WESTERLY OF BNRR RAN & THOSE PORTIONS OF S2S2SE4 LYING EASTERLY OF BNRR RM (2.53 acres) M27485 000 5126/1988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 11 i= 21 N2NE 1.00000000 8907070392 M27485 000 6126/1988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 11 E 21 SENE 1-00000000 8907070392 M27455 000 512611988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 11 E 21 W25W 1.000001100 8907070392 M27485 OOD 5126/1988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 11 E 21 THE NE DIAGONAL 112 OF 1100000000 6907070392 THE SW4 NE4 (20 scr95) M27485 OOD 5/2611988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 11 E 21 THE SW DIAGONAL 112 OF 1.00000000 690707OS92 THE E2SW (40 acres) M27486 ODD 512611988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 11 E 21 SE 1,00000000 8808280227 M27486 000 5/20/1988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 11 E 21 THE SW DIAGONAL 112 OF 1-00000ODO 8806280227 SW4NE4 & THE NE DIAGONAL 112 OF THE E2SW4 (60 acres) M27487 000 5/26/1988 BURLINGTON NORTHERN - ET AL SOOKIPAGE 20 N 11 E 23 ALL 1-00000000 8907070392 M27488 000 5/26/1988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 11 E 25 ALL 1.00000000 8907070392 M27489 000 6/26/1988 BURUNGTON NORTHERN - ET AL BOOKIPAGE 20 N 11 E 27 E2E2 1.00000000 8907070302 M27489 000 5/26/19156 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 11 E 27 THE NE DIAGIONAL 112 OF 1.00000000 8907070392 THEW 314 (240 acres) M27490 000 5/26/19818 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 11 E 27 SW DIAGIONAL 112 OF THE W 1.0000000D 8806280227 3/4 (240 acres) M27491 ODD 5/26/1988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 11 E 29 ALL 1.00000000 8907070302 M27492 000 5/26/1988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 11 E 31 ALL 1.0D00D000 nun707Q202 M27493 000 5/2611988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 1 t E 33 ALL 1.00000000 8007070392 M27494 000 5/26/1988 BURLINGTON NORTHERN - FT AL BOOKIPAGE 20 N 11 E 35 1.00000000 8907070392 Page 9 of 66 w r 0 , m c� 0 0 0 01 0 N DO Exhibit A 0 Q Attached to and made apart of Mat certain Statomont of Claim to Mineral Interest dated November 21, 2008 for King County, WA [V File # Suffix Dated Grantors Book Pago 7 R Sect QQ RocepUan Number Legal Description Interest M27495 000 6126l198a BURLINGTON NORTHERN - FT AL BOOK/PAGE 20 N 12 E 27 ALL 1.00000000 6907070392 M27496 ODD 512611988 BURLINGTON NORTHERN • ET AL BOOKIPAGE 20 N 12 E 35 W2 1.00000000 0907070$92 M27496 000 5/2611988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 12 E 35 W2NE 1,0000000 8907070392 M27497 000 $12611988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 12 E 35 E2NE 1.00000000 B907070397 M27497 000 5/2611988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 12 E 35 SE 1.00000000 8907070392 M27498 000 12/1/1983 BURLINGTON NORTHERN • ET AL BOOKIPAGE 21 N 4 E 31 NENE 1.00000000 DOC.#840725 0712 M27498 000 12/1/1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 4 E 31 NWNE 1.00000000 DOC.0840725 AKA Lot 1 (32.05 acres) 0712 M27498 000 121111963 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 4 E 31 $ENE"s 1.000ODOOD DOO.#840725 AKA Lot 2 133.5 acres) 0712 M27499 000 12/1/1983 BURLINGTON NORTHERN - ET AL SOOKIPAGE 21 N 5 E 29 NWSW 1.00000000 DOC.#840725 0712 M27500 000 618/1989 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 6 E 1 NENE 1-00000000 8907070307 AKA Lot 1 (42.46 acres) M27500 000 6/8/1989 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 6 E 1 NWNE 1.001)00000 6907070397 AKA Lot 2 (42.67 acres) M27500 000 6/8/1980 BURLINGTON NORTHERN - ET AL 1300K1PAGE 21 N 6 E 1 NWSW 1.00000000 8907070397 M27500 ODD BM/1989 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 8 E 1 S2NE 1.00000000 8907070397 M27500 ODD 618I1 B69 BURLINGTON NORTHERN - ET AL SOOKIPAGE 21 N 8 E 1 S2SW 1.00000000 8907070397 M27500 000 618il909 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 6 E 1 SE 1.00000000 3907070397 M27501 000 7118/1983 BURLINGTON NORTEERN- ET AL BOOKIPAGE 21 N 6 E 2 ALL, LESS 0.70 ACS BEING A 1.00000000 8907070397 PARCEL OF LAND LYING SOUTHERLY OF TKE BNR ROW (650.3 acres) M27502 000 01811989 BURLINGTON NORTHERN - ET AL BOOK/PAGE 21 N 6 E 3 S2NE 1.00000000 s£07070352 M27502 DOD W811989 BURLNGTON NORTHERN • ET AL BOOKIPAGE 21 N 6 E 3 SE 1.00000000 8907070392 M27502 000 618/1989 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 6 E 3 LOTS 1, 2, 3; EAST 21.47 OF 1.00000000 8907070392 LOT 4 (149.24 acres) Page 10 of 66 M r O r t0 O a v w 0 N r co 0 0 N Exhibit A Attached to and made apart of that certaln Stalomont of Clalm to Mlnorat Interest dated Novomber 2l, 2008 for King County, WA File # Suffix Dated Grantors Book Pago T R Soot 00 Rocoption Number Legal Doscription Interest M27503 004 1211119$3 BURLINGTON NORTHERN - ET AL SOOKIPAGE 21 N 6 E 3 1.00000000 D OC-0840725 LOTS 5.6.7. W2 OF LOT Z 0712 (150.18 acres) M27504 000 6/8/1989 BURLNGTON NORTHERN - ET AL BOOKIPAGE 21 N 6 E 9 N2NW 1.00000000 8907070329 M27504 000 6/8/1989 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 6 E 9 S2 1.00000000 8907070329 M27504 ODD 6/8/1999 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 6 E 9 SENW 1-00000000 8907070329 M27504 000 6/8/1989 HURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 6 E 9 MINE 1 00000000 0907070329 M27504 000 618/1989 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 6 E 9 THAT PART OF THE SE4NE4 1.00000000 0907070329 LYING WESTERLY OF COUNTY ROAD, & THE NORTH 30 FT OF THE SE4NE4 LYING EASTERLY OF COUNTY ROAD. (21 acres) M27505 000 12/1/1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 6 E 9 1.00000000 DOC.#840725 LOT 1 &PART OF SE4NE4 56 0712 acres) M27506 000 618/1989 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 6 E 11 MINIM. LESS 2.0 AC ON INC 1.00000000 8907070392 RAW (78 acres) M27507 000 121111963 BURLINGTON NORTHERN- ET AL BOOKIPAGE 21 N 6 E 11 E2NW 1.00000000 DOC.#840725 0712 M27$07 000 121111983 BURLINGTONNORTHERN-ET AL BOOKIPAGE 21 N 6 E 11 NE 1.00000000 DOC.#840725 0712 M27507 DOD 121111983 BURLINGTON NORTHERN - r;T AL SOOKIPAGE 21 N 5 E 11 S2 €.00000000 DOC.#840725 0712 M27508 000 6/811989 BURLINGTON NORTHERN - ET AL SOOKIPAGE 21 N 6 E 15 N2SESF 1.00000000 8907070392 M27508 000 6/811989 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 6 E 15 N ESE 1.00000000 8907070392 M27508 000 6/811989 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 6 E 15 NW 1.00000000 8907070392 M27509 000 6/8/1989 BURLINGTON NORTHERN - ET AL BOOK/PAGEc 21 N 6 E 15 SW 1.00000000 6907070392 M27508 000 6/8/1989 BURLINGTON NORTHERN - ET AF BOOKIPAGE 21 N 6 E 15 SWSESF 1 DOODD000 8907070392 M27508 000 6/8/1989 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 6 E '15 W2SE 1.00000000 8907070392 M27609 000 12/1/1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 6 E 15 SESESE 1.00000000 DOG.#840725 0712 Page I of 66 r 0 m QD 0 0 0 0) 0 N r 00 0 0 N Exhibit A Attached to and made apart of that certain Statement of Claim to Mlnoral Interest dated November 21, 2008 for King County, WA File # Suffix Dated Grantors Book Pago T R Sect 00 Reception Number Legal Description Interest M27509 000 121111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 6 E 15 W2NE 1.00000000 DOC.1$840725 0712 M27510 000 121111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 6 E 19 SWNW 1.00000000 DOC1840725 AKA Lot 2 (39,0 acres) 0712 M27511 000 61811989 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 6 E 21 E2 1.00000000 8907070392 M27511 000 6/8/1989 BURLINGTON NORTHERN - ET AL BOOWPAGE 21 N 6 E 21 NESW 1.00000000 8907070392 M27511 000 M11989 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 6 E 21 NW 1.00000000 8907070392 M27512 000 121111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 6 E 21 NWSW 1.00000000 DOC4840725 0712 M27512 000 12/1/1985 BURLINGTON NORTHERN • ET AL BOOKIPAGE 21 N 6 E 21 S2SW 1.00000000 DOC,#840725 0712 M27513 000 61811989 BURLINGI ON NORTHERN - ET AL BOOKIPAGE 21 N 6 E 23 N2SE 1.000000DO 8907070392 M27513 000 818/1989 BURLINGTON NORTHERN • ET AL BOOKIPAGE 21 N 6 E 23 NENENE 1.00000000 8907070392 M27513 000 61811989 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 6 E 23 NENW 1.00000000 8907070392 M27513 000 M11989 BURLINGTON NORTHERN - ET AL SOOKIPAGE 21 N 6 E 23 NENWNW 1.00000000 8907070392 M27513 000 6/8/1989 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 6 E 23 S2N2 1.00000000 8907070392 M27513 000 6/811989 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 6 E 23 52N2NE 1.00000000 8907070392 M27513 000 818/1989 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 6 E 23 S2NWNW 1.00000000 8907070392 M27513 000 Wall 080 BURUNGTON NORTHERN - ET AL BOOKIPAGE 21 N 6 E 23 SW4, LESS 6.87 AC R/W SOLD 1.00000000 8907070392 BY DEED DATED 6/1411948 RECORDED 2753/336 (t $4.13 acres) M27514 ODO 123111983 BURLINGTON NORTHERN • ET AL BOOKIPAGE 21 N 6 E 23 R1W ACROSS A PORTION OF 1.00000000 DOC.#840725 I4W4NE4NE4, N214W4NE4, 0712 NW4NW4NW4, SMSE4, STRIP OF LAND ACROSS E2N£4, NE4SE4 (85.87 acres) Page 12 of 66 Exhibit A Attached to and made apart of that certain Statement of Claim to Mineral Intorosl dated November 21, 2008 for King County, WA File # Suffix Dated Grantors Book Page T R Sect QQ Reception Number Legal Description Interest M275i 5 606 618/1989 BURLINGTON NORTHERN • ET AL BOOKMAGE 21 N 6 25 LOTS 1, 3, 4, 5, 10. 11, LOT 2, 1.00000000 0907070392 SE4NE4, SW4SW4, NE4SE4 LESS 9.47 AC SOLD BY DEED DATED 6/1411940. RECORDED 27531336 ALSO THE S2SE4, LESS 54.0 AC, MIL, IN LOTS 2 & 3, & SW4SE4 SOLD BY DEED DATED 0611W1089. RECORDED AS DOC # A.F.#89061615404 (3$1,23 acres) M27516 000 121111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 6 E 25 PART OF LOT 2 FLY OF 1.00000000 ❑OC.#640725 GREEN RIVER, N $00 FT OF 0712 NE4SE4, PART OF SE4NE4 EAST OF GREEN RIVER, STRIP OF LAND ACROSS LOT 5, SW4SW4 (46.07 acres) M27517 GOO 6/6/1989 BURLINGTONNORTHERN-ETAL BOOKIPAGE 21 N 6 E 27 N2NW 1.00000000 007070ZI92 M27517 000 6/811989 BURLINGTON NORTHERN- ETAL BOOKIPAGE 21 N 6 E 27 SW4SW4, LESS 1.40 AC BY 1.00000000 8907070392 DECREE OF COURT IN AMENDED JUDGMENT OF SUPERIOR COURT316f78, RECORDED UNDER S,C.# 765079 (38.6 acres) M27518 000 1211l1983 BURLINGTON NORTHERN- ET AL BOOKIPAGE 21 N 6 E 27 NWNE 1.00000000 DOC.#B40725 0712 M27518 000 12/1/1963 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 6 E 27 SESE 1-00000000 DOC.#640725 0712 M27518 000 12/1/1983 BURLINGTON NORTHERN - ET AL BOOK/PAGE 21 N 6 E 27 1.00000000 DOC-#MD725 LOTS 2, 4-a, 12, 14, W2 OF 0712 LOT 10 (253.7 acres) d127519 000 121111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 6 E 29 NWNW 1.00000000 DOC_#84D725 AKA Lot 5 (29.6 acres) 0712 M27519 000 12f111983 SURLINGTONNORTHERN-ETAL BOOKIPAGE 21t N 6 E 29 SENE 1,00000000 DOCM840725 AKA Lot 11 (38-9 acres) 0712 M27519 000 121t/1983 BURLINGTON NORTHERN- ETAL BOOKIPAGE 21 N 6 E 29 1.00000000 DOC.#840725 110,2 acres) 0712 M27619 000 120/1963 BURLINGTON NORTHERN- ETAL BOOKIPAGE 21 N 6 E 20 1.00000000 DOC,4840725 (12.6 acres) 0712 Page 13 of 66 Exhibit A Attached to and made apart of that certain statement of Claim to Mlnoral loterost dated Novamber 21, 2008 for Ming County, WA File # Suffix Dated Grantors Book Page T R Sect QQ Reception Number Legal Descrlptlon Interest M27519 000 1211/1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 6 E 29 1.00000000 DOC.0040725 (23.25 acres) 0712 M27519 000 121111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 6 E 29 1.00000000 DOC.#840725 (5.5 acres) 0712 M27519 000 12/111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 6 E 29 1.00000000 DOC.N840725 (6 acres) 0712 1,427519 O00 12I111983 BURLINGTON NORTHERN- ET AL BOOKIPAGE 21 N 6 E 29 1.00000000 DOC.0840725 (9.1 acres) 0712 M27520 000 12/1/1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N a E 33 E2NE 1.00000000 DOC.4840725 0712 M27520 000 12/1/1983 BURLINGTON NORTHERN - ET Al, BQOK1PAGE 21 N 6 E 33 NENW 1.0000000 DOC1840725 0712 M27520 000 12/1/1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 6 E 33 NWNE 1.00000000 DOC.9840725 0712 M27521 000 12/1/1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 6 E 35 NWSE 1.00000000 DOC.#840725 0712 M27522 000 618/1989 BURLINGTON NORTHERN- ET AL BOOKIPAGE 21 N 7 E 1 ALL 1.00000000 8907070392 M27523 000 618I1989 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 7 E 3 W2 1.000000DO 8907070392 M27524 000 1211I1983 BURLINGTON NORTHERN - ET AL DOC 21 N 7 E 3 E2 1,0000006D 8407250712 M27525 000 6/8/1989 BURLINGTON NORTHERN. ETA, BOOWPAGE 21 N 7 E 5 ALL FRL, LESS 22.11 AC BN 1.00000000 8907070392 R/W, LESS 25.08 ACS OF RAVER SUBSTATION LANDS SOLD BY DEED RECORDED 12-13-65. B4730, P193, BOOK OF DEEDS, LESS HWY R1W (667,52 acres) M27526 000 5/26/1088 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 . N 7 E 5 PART OF LOTS 8, 9, NE4SE4 IM000000 8806280227 (25.08 acres) M27527 000 61811989 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 7 E 7 E2NE 1,00000000 R90707M92 M27527 ODD $1811989 BURLINGTON NORTHERN- ET AL BOOKIPAGE 21 N 7 E 7 E2W2N E 1.00000000 8907070392 Page 14 of 66 Exhibit A Altachod to and made a part atthat certain Statement of Claim to Mineral Interest dated Novembor 21, 2008 for King County, WA FIIe # Suffix Dated Grantors Book Page T R Sect QQ Recoptlon Number Lcgal Description M27528 000 618f1989 BURLINGFON NORTHERN - ET AL BOOKIPAGE 21 N 7 E 9 ALL, LESS 16.29 AC BN RAM, 81)07070392 LESS 6.29 ACS DECREE, LESS 1.23 ACS TO USA IN CAUSE #4355 DATED 3/28157, AND LESS 1.23 ACS. TRACT SOLD BY DEED RECORDED 518159 IN t33909, P543, A.F.# 5029604, TO THE U.S.A. LESS 93,00 ACS, MIL, IN NE4SE4, NE4, SE4 NW4, & N2SW4 SOLD BY DEED DATED 6-16-89 RECORDED 6116189 UNDER A.F.#8905161504. (524.29 acres) M27529 000 6/8/1989 BURLINGTON NORTHERN - ET AL BOOK/PAGE 21 N 7 E 11 N2, LESS 0.70 ACS 8907070392 CONVEYED TO USA BY DIST COURT DECREE RECORDED UNDER CAUSE NO. 4355 DATED 3121N1957. USE4, NW4SE4, NE4SW4, & THAT PORTION OF SW4SW4 LYING NORTHERLY OF THE BN RR RIW& SOUTHERLY OF CHICAGO, MILWAUKEE & ST. PAUL RR RIW LESS THE S2NE4NW4, NW4NW4 &THAT PORTION OF THE 82NW4 LYING NORTHEASTERLY OF THE CHkCAGO MILWAUKEE, ST. PAUL & PACIFIC RR RIW & NORTHERLY OF S E HUDSON RD. (FORMERLY SE 304TH STREET), THE NE4SW4, NW4SE4, & THAT PORTION OF THE E2SE4 & S2NE4 LYING NORTHERLY OF SAID S E HUDSON ROAD AND SOUTHERLY OF S E COURTNEY ROAD. (195.03 acres) M27530 ODO 12/V1983 BURLINGTON NORTHERN- ET AL BOOKIPAGE 21 N 7 E 11 NWSW DOC.#840725 0712 M27530 000 12/111983 BURLINGTON NORTHERN- ET AL BOOKIPAGE 21 N 7 E 11 SWSE DOG.#840725 0712 M27530 000 1211/1983 BURLINGTON NORTHERN- ET AL BOOKIPAGE 21 N 7 E 11 DOC.#940725 0712 Page IS of 66 Interest 1.00000000 1.00000000 1.00000000 1.00000000 SE4SW4 LESS 16.25 AC RIW & 1,00000000 PARTS OF W2SW4 DESCRIBED IN DEED TO MILESTONE (66.1 acres) Exhibit A Attached to and made apart of that certain Statement of Claim to Minorat Interest dated Novomber 21, 2000 for King County, WA File # Suffix Dated Grantors Boole Page T R Sect QQ Reception Number Legal Description Interest M27531 000 6/811aa9 BURLINGTON NORTHERN -E T AL BOOKIPAGE 21 N 7 E 12 1.00000000 8907070302 PART OF SW4SW4 (10 acres) M27532 ODO 6l211989 BURLINGTON NORTHERN- ET AL BOOKIPAGE 21 N 7 E 13 E2NE4, LESS 7.80 ACS. 1.00000000 8907070392 FORMER NP RNV & 2,06 ACS RESV SITE, NW4NW4, S2NW4, S2, LESS 7.30 ACS CONVEYED, 27.77 ACS FORMER NP R1W, 64.63 ACS DECREE, 3.50AC RESERVOIR SITE --- (406.94 acres) M27533 000 1211/1953 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 7 E 13 PART OF S 200 FEET OF 1.ODODOODD DOC.#840725 $E;4NE4 & PART OF NE4SE4 0712 (5.56 acres) M27534 000 BASA1989 BURLINGTON NORTHERN- ET AL SOOKIPAGE 21 N 7 E 1 $ PT N2NE4, SOUTH OF BN 1.00000000 8907070392 RIW, LESS 18,50 AC DECREE, S2NE4, N2NW4, LESS 6.84 AC BN RNd, S2NW4, LESS 13.47 AC BN RNV, S2. LESS 25.48 AC BN RAN - (549.18 acres) M27535 000 M/1989 BURLINGTON NORTHERN- ET AL SOOKIPAGE 21 N 7 E 17 E2, LESS 52.85 ACS SOLD BY 1.0001)0000 8907070392 DEED RECORDED UNDER A.F.08308180845 (33,87 AC) AND A.F.#8308180846 (33.87)BOOK OF DEEDS, KING COUNTY. (267.15 acres) M27635 000 121111983 13URLINGTON NORTHERN - ET AL BOOK/PAGE 21 N 7 E 17 1.00000000 DOC.#840725 PARTS OF W2NE4 & NW4SE4 0712 (52.85 acres) M27537 000 6/811989 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 7 E 21 N2 1.00000000 890707D392 M27537 000 61811989 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 7 E 21 N2S2 1.00000000 8907070392 M27537 000 618/1089 BURLINGTON NORTHERN - ET AL BOOKlPAGE 21 N 7 E 21 SESE 1.00000000 890707D392 M27537 ODO 6/811989 BURLINGTON NORTHERN - ET AL BOOKPAGE 21 N 7 E 21 SESW 1.00000000 .8907070392 M27537 000 61811989 BURLINGTON NORTHERN - ET AL BOOK/PAGE 21 N 7 E 21 THAT PART OF SW4SE4 1.00000000 8907070392 LYING WESTERLY OF BN RR RAW, LESS 34.89 AC BN RR Rf-vV, 8.96 ACS MELvV RAN & 0.64 ACS SOLD (39.72 acres) M27538 000 12/1/1983 BURLINGTONNORTHERN - ET AL BOOKIPAGE 21 N 7. E 21 SWSW 1,00000000 DOC.#840725 0712 Page 116 of 66 Exhibit A Attached to and made apart of that certain Statement of Claim to Mineral In1crost dated Novombor 21, 2008 for King County, WA File # Suffix Dated Grantors Book Page T R Sect QQ Reception Number Legal Description Interest M27538 006 121111463 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 7 E 21 1.00000000 DOC.#$40725 PARTS OF E2NE4, SE45W4, 0712 NE4SE4, S2SE4 (40,69 acres) 1`027539 000 61811989 RURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 7 E 23 ALL 1.00000000 8907070392 M27540 000 618/1989 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 7 E 25 ALL 1.00000000 8907070392 M27541 000 61811989 BURLINGTON NORTHERN - ET AL BOOKWAGE 21 N 7 E 26 E2W2 1,00000000 89D7070392 M27541 000 618/1989 BURLINGTONNORTHERN - ET AL BOOKIPAGE 21 N 7 E 26 NWSE 1.00000000 $907070392 M27541 000 6161i 989 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 7 E 26 SWNE 1.00000000 8907070392 M27541 000 6/8/1989 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 7 E 26 SWSW 1.00000000 8907070392 M27542 000 6/8/1989 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 7 E 26 N2N£ 1.00000000 8907070392 M27542 000 6}811989 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 7 E 26 NESE 1.00000000 4907070392 M27542 000 6181198E BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 7 E 26 S2SE 1.00000000 8007070392 M27542 000 6/811989 BURLINGTON NORTHERN - ET AL BOOKMAGE 21 N 7 E 26 SENE 1 a0000000 8907070302 M27543 ODC 711811983 BURLINGTON NORTHERN • ET AL BOOKIPAGE 21 N 7 E 27 ALL 1-OOOOODOO 8907070392 M27544 000 6I811989 SURLINGTON NORTHERN ET AL BOOKIPAGE 21 N 7 E 29 EAST 990 FT OF LOTS 1 & 4 1.000DODDO 89070392 (55.2 acres) M27545 000 12/1/1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 7 E 29 LOTS 2, 3, LOTS 1, 4 LESS E 1.00000000 DOC-4840725 990 FEET E2SE4 (138.25 0712 acres) M27546 D00 61811969 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 7 E 30 SENW 1,00000000 8907070392 M27547 000 1211/1983 BURLINGTON NORTHERN - ET AL 1300KJPAGE 21 N 7 E 31 MW 1.00000000 DOC.#84D725 0712 M27547 GOO 121111993 BURLINGTON NORTHERN- ET AL SOOK/PAGE 21 N 7 E 31 N2NE t.00000000 DOC.9840725 0712 M27547 000 1211/1983 BURLNGTON NORTHERN- ET AL BOOKIPAGE 21 N 7 E 31 N2SE 1.00000000 DOC.#846725 0712 M27547 000 1211/1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 7 E 31 1.00000000 DOC.#840725 LOTS 2-4 (121,89 acres) 0712 Page 17 of 66 O N O T (D 0 Q 0 a) d N 0 0 C4 Exhibit A Attached to and made apart of that Certain Statoment of Claim to Mineral Interest dated November 21, 2008 for King County, WA File # Suffix Dated Grantors Book Pago T R Sect QQ Reception Number Legal Description Interest M27548 000 5J2611988 EURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 7 E 31 NENW 1.00000000 6907070392 M27548 DOO 5/26/1988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 7 E 31 NWNW 1.00000000 690707G392 AKA Lot 1 41.23 acres) M27548 000 5/26/1988 RURLINGTON NORTHERN - ET AL BOOKJPAGE 21 N 7 E 31 S2NE 1.00000000 8907070392 M27549 000 6/811989 BURLINGTON NORTHERN - ET AL 80OKJPAGE 21 N 7 E 33 N2SW 1.00000000 6907070392 M27549 000 6/811989 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 7 E 33 SE 1.00000000 6907070392 M27549 000 6/811989 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 7 E 33 NW4, LESS 0.63 AC SOLD IN 1.0001)0000 8907070392 NW4NW4 BY DEED RECORDED 41130183 UNDER A. F.98311301224 (159.37 acres) M27550 000 12/1/1983 BURLINGTON NORTHERN - ET AL BOOKJPAGE 21 N 7 E 33 NE 1.00000000 DOC.#84072S 0712 M27650 000 12J11-IN3 BURLINGTON NORTHERN • ET AL BOOKJPAGE 21 N 7 E 33 82SW 1.00000000 DOC.#a40725 0712 M21650 000 12/1/1983 BURLINGTON NORTHERN - ET AL BOOKJPAGE 21 N 7 E 33 0.60 ACRE TRACT IN THE 1.00000000 DOCAU40725 NW4NW4 LYING WESTERLY 0712 OF A LINE DRAWN WITH AND DISTANT 50' EASTERLY MEASURED AT RIGHT ANGLES FROM THE MILWAUKEE ROAD WHITE RIVER BRANCH MAIN LINE CENTERLINE (6 acres) M27551 600 61611989 HURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 7 E 34 THAT PART OF NW4SW4 1.D0000000 8907070392 DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 428 FT SOUTH OF THE NORTHWEST CORNER OF THE NW4SW4; THENCE SOUTH 200 FT; THENCE EAST 100 FT; THENCE NORTH 12 DEGREES 17 MINUTES 00 SECONDS EAST TO A POINT WHICH BEARS DUE EAST FROM THE POO; THENCE DUE WEST TO THE PCs r 57 M^SA--1 M27552 000 61811989 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 7 E 35 ALL 1.06000000 8907070392 M27553 000 12/1/1983 BURLINGTON NORTHERN • ET AL BOOKJPAGE 21 N 8 E 22 NWNWSE 1.00000000 DOC.#840726 0712 Page 18 of 66 N 0 a� m 0 0 v m 0 N r o Exhibit A Attached to and made apart of that certain Staloment Of Claim to Mineral Interest dated November 21, 2008 for King County, WA Flle# SUffix Dated Grantors Book Pago T R Seel 00 Reception Number M27553 000 12/111983 BURLINGTON NORTHERN. ET AL BOOKIPAGE 21 N 8 E 22 S2NW5E ❑OC.fi840725 0712 M27553 000 12/111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 8 E 22 SWSE ❑OC.N840725 0712 M27554 000 5126H 986 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 9 E 8 NESW Legal Description Interest 1.00000000 U07070392 AKA Rot 7 (36.05 acres) M27554 DOD 512611988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 9 E 8 NWSE 8907070392 AKA Lot 8 (30.09 acres) N127554 000 5/2611988 BURLINGTON NORTHERN - ET AL BOOK/PAGE 21 N 9 E 8 NWSW AKA Lot (37.57 acres) ) M27554 000 512611988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 9 E 8 828W 8907070392 M27554 000 5/26/1988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 9 E 8 SWSE 8907070392 M27554 000 6126/1988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 9 E 8 MSESE 8907070392 12 A KLot 20.93 acres A ( ) M27554 000 512VI988 BURLINGTON NORTHERN - ET AL 1300KIPAGE 21 N 9 E 8 8907070392 LOT 2 (10.39 acres) M27554 000 512WI988 BURRLNGTON NORTHERN - ET AL BOOK/PAGE 21 N 9 E 8 8907070392 LOT 9 (6.31 acres) 1%127555 000 512WI958 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 9 E 15 SW 8907070392 M27556 DOD 512611988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 9 E 16 NESE 8907070392 Let,) ( AKA 41-99 acres) M27556 000 5126/1988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 9 E 16 SEMW $907070392 5 Let AKA 32.48 acres { ) M27556 000 5126/1988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 9 E 16 SESE 8907070392 M27556 000 5/2611988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 9 E 16 SW 8907070392 M27556 000 5f2611988 BURLNGTON NORTHERN - ET AL BOOKIPAGE 21 N 9 E 16 SWNW 81307070392 M27556 000 5126M 968 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 9 E 16 W2SE 8DO7070392 M27556 000 5I26/1988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 9 E 16 8907070392 LOT 3 (20.97 acres) M27556 ODO 512611988 BURLINGTON NORTHERN • ET AL BOOKJPAGE 21 N 9 E 16 890707OS92 LOT 6 (10.65 acres) M27557 000 5126/1988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 9 E 17 N2 8907070392 M27568 000 5/26/1988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 9 E 16 SE 8907070392 Page 19 of 66 1.00000000 1.00000000 1,00000000 1.00000000 1.00000000 1.00000000 1,00000000 1.00000000 1.00000000 1.00000000 1.00000000 1.00000000 1,00000000 1.00000000 1.00000000 1.00000000 1.00000000 1.00000000 1.00000000 1.00000000 N . N O t77 O O C7 IM O N o Exhibit A O Attached to and made a part of that certain Statement of Claim to Mineral Interest datod November 21, 2008 for King County, WA N File # Suffix Dated Grantors Book Page T R Sect R4 Recoption Number M27558 000 5/26/1988 BURLINGTON NORTHERN . ET AL BOOKIPAGE 21 N 9 E 18 W2 8907070392 M27559 000 5/26/1988 BURLINGTON NORTHERN - ET AL SOOKlPAGE 21 N 9 E 19 ALL SSD7070392 M27560 000 5/26/1988 BURLINGTON NORTHERN. ET AL BOOKIPAGE 21 N 9 E 20 ALL 8907070302 M27561 000 5f2611988 BURLINGTON NORTHERN - ET AC BOOKIPAGE 21 N 9 E 21 ALL 890707a302 M27562 004 5/26/1988 BURLINGTON NORTHERN -ET AL BOOKIPAGE 21 N 9 E 22 NENW Legal Description Interest 1.00000000 8907070302 AKA Lot 2 (26.01 acres) M27562 000 5/26/1988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 9 E 22 NESE 8907070392 AKA Lot 7 (34,8 acres ) M27562 000 5f2611988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 9 E 22 NWSE 8007070392 637 ) AKA Lot (9.acres M27562 000 5/2611988 BURLINGTON NORTHERN • ET AL BOOKIPAGE 21 N 9 E 22 S2SE 8907070392 M27562 000 5/2811968 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 9 E 22 SENW AKA Lot 3 39-9 acres) J M27662 000 5/26/1968 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 9 E 22 SW B907070392 M27562 000 5/2611988 BURLINGTON NORTHERN • ET AL BOOKIPAGE 21 N 9 E 22 W2NW 8907070392 M27562 000 5/2611986 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 9 E 22 8907070392 LOT 4 (10.06 acres) M27563 000 5/2611988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 8 E 23 NESE 8907070392 M27563 000 5/26/1988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 8 E 23 NWSW 8907070392 M27563 000 5/261198B BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 8 E 23 S2S2 8s07070392 M27564 000 5f26/t988 BURLINGTON NORTHERN- ET AL BOOKIPAGE 21 N 9 E 24 NENE 8907070392 M27564 000 5/26/1968 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 9 F 24 S2 8907070392 M27564 000 51261198E BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 'N 9 E 24 S2NE 8907670392 M27564 000 5126119BB BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 9 E 24 SENW 8907070392 AKA Lot 7 39.82 acres) M27564 000 51261988 BURLNGTON NORTHERN - ET AL ROOKIPACE 21 N 9 E 24 8907070392 LOT 1 (30.12 ages) M27564 000 $12611955 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 9 E 24 7 LOT 4 (,49 acres) ) M27664 000 5/2611988 BURLINGTON NORTHERN - ET AL BOOKMAGE 21 N 9 E 24 8907070392 LOT 6 (29.97 acres) Page 20 of 66 1 MD00000 11.00000000 1.00000000 1,00000000 1.00000000 1,00000000 1,00000000 1,00000000 1-00000000 1 AM000000 1.00000000 1.00000000 1.00000000 1.00000000 1,00000000 1.00000000 1.00000000 1 A 0000000 i,nonnonnn 4.00000000 1.00000000 c) N m m 0 0 0 of O N T 00 C 0 N Exhibit A Attacbed to and mode apart of that certain Sta[omant of Claim to Mineral Interest datod Novombor 21, 2008 for King County, WA File # Suffix Dated Grantors Boole Page T R Sect QQ Receptlon Number M27565 000 5126N 968 DURUINGTON NORTHERN -'Ft AS. BOOKIPAGE 21 N 9 E 26 ALL 0907070392 M27566 000 5126It988 BURLINGTON NORTHERN. ET AL BOOKIPAGE 21 N 9 E 27 ALL 8907070392 M27567 000 512611988 SUP LINGTON NORTHERN - ET AL BOOKIPAGE 21 N 9 E 28 ALL 6907070392 M27568 000 512611988 BURLINGTON NORTHERN - ET Al. BOOKIPAGE 21 N 9 E 29 ALL 8907070392 M27569 000 5/2611988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 9 E 30 E2NW 8907070392 M27569 000 5/2611988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 9 E 30 E2SE 8007070392 M27569 000 6/2611938 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 9 E 30 NE 8907070392 M27569 000 5r261198B BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 9 E 30 NESW 8907070392 1027569 000 512611988 BURLINGTON NORTHERN- ET AL BOOK/PAGE 21 N 9 E 30 NWNW Legal Description Interest. 1.00000000 8907070392 AKA Lot 1 (39.25 acres) M27569 000 5/2611988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 9 E 30 NWSE 8907070392 M27569 000 512611988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 9 E 30 NWSW 8907070392 AKA Lot 3 (39.61 acres) M27569 000 5I2611988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 9 E 30 SWNW 8007070392 AKA Lot 2 (39.43 acres) M27569 000 512611988 SURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 9 E 30 SWSW 8907070392 AKA Lot 4 (39.79 acres) M27570 000 12/111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 9 E 30 SESW DOC.#640725 0712 M27570 000 12/1/1983 BURLINGTON NORTHERN - ET AL BOMPAGE 21 N 9 E 30 SWSE DOC.#840725 0712 M27571 000 5f2611988 BURLINGTON NORTHERN - ET AL BOOKIPAGE -21 N 9 E 31 ALL 8907070392 M27572 000 5126/1988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 9 E 32 N2N2 ,9g07070392 M27572 000 5126/1988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 9 E 32 SENE 8907070392 M27572 000 512611988 BURLINGTONNORTHERN -ET AL BOOKIPAGE 21 N 9 E 32 SWSW 89070703132 M27573 000 12/10983 BURLINGTONNORTHERN - ET AL BOOKIPAGE 21 N 9 E 32 N25W DOC.#840725 0712 Page 21 of 66 1.00000000 1.00000000 1.OD000000 1.00000000 1.00000000 1.00000000 1.00000000 1.00000000 1.00000000 1.00000000 1.00000000 1.00000000 1.00000000 i.00000000 1.00000000 1.00000000 1, 00000000 1.00000000 i ,00000f100 v N 0 T N 00 CD 0 N Exhibit A Attached w and made a part of that certain Statement of Clalm to MlnoraI Interest dated Novomber 21, 2008 for King County, WA File # Suffix Dated Grantors Book Pago T R Sect QQ Reception Number Legal Description Interest M27573 000 1211/1963 BURLINGTON NORTHERN - ET AL BOOKMAGE 21 N 9 E 32 S2N W 1.00000000 DOC.4840725 0712 M27573 000 12/1/1083 BURLINGTON NORTHERN - ETAL BOOKIPAGE 21 N 9 E 32 SE 1.00040000 DOC.#840725 0712 M27573 000 1211119B3 BURLINGTON NORTHERN- ETAL BOOK/PAGE 21 N 9 E 32 SESW 1,00000000 DOC.9840725 0712 M27573 000 121111983 BURLINGTONNORTHERN-ETAL BOOKIPAGE 21 N 9 E 32 SWNE 1,00000000 DOC.9840725 0712 M27574 000 5/2011988 BURLINGTON NORTHERN - ET AL BOOK/PAGE 21 N 9 E 33 E2 1.00000000 0907070392 M27575 000 512611PBS BURLINGTONNORTHERN -ETAL BOOKIPAGE 21 N 9 E 33 W2 1,00000000 8806280227 M27576 000 5/26/1968 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 9 E 34 ALL 1.00000000 8907070392 M27577 000 51261t988 BURLINGTONNORTHERN -ETAL BOOKIPAGE 21 N 9 E 35 N2NW 1.00000000 8907070392 M27578 000 5/2611988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 9 E $6 ALL 1.00000000 8907070392 M27579 000 1211/1983 BURLINGTON NORTHERN -1;T AL SOOKIPAGE 21 N 10 E 3 ALL 1.00000000 DOC.#840725 0712 M27580 000 IV111983 BURLINGTON NORTHERN- ETAL BOOKIPAGE 21 N 10 E 9 ALL 1.00000000 DOC.9840725 0712 M27581 000 1211h19B3 BURLINGTON NORTHERN- ETAL BOOKIPAGE 21 N 10 E 11 ALL 1.00000000 DOCA840725 0712 M27582 000 12/1/1983 BURUNGTON NORTHERN - FT AL BOOK/PAGE 21 N 10 E 15 ALL 1.00000000 DOC.#840725 0712 M27583 000 121111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 10 E 17 ALL 1.00000000 DOC.9840725 0712 M27584 000 121111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N ' 10 E 19 ALL 1.00000000 DOC.9840725 0712 M27585 000 121111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 10 E 26 W2SW 1.00000000 DOCA840725 0712 M27686 000 121111983 BURLINGTON NORTHERN - ET AL BOOK/PAGE 21 N 10 E 27 ALL 1.00000000 DOC.#840725 0712 Page 22 of 66 L17 0 M m 0 0 0 ts>' 0 tv V o Exhibit A o Attached to and made apart of that certain Statement of Clalinto Mineral interest dated Novembor 24, 2008 for King County, WA iY File N Suffix Dated Grantors Book Page T R Sect 00 Reception Number Legal Description Interest M27587 000 121111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 1 D E 28 S2SW 1.00000000 DOC 484 0725 0712 M27588 000 12/111963 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 10 E 29 ALL 1.00000000 DOC.#840725 0712 M27589 000 12/111983 BURLINGTON NORTHERN - ET AL BOOKJPAGE 21 N 10 E 31 ALL 1.00000000 DOC.#640725 0712 M27590 000 12/1/1983 BURLNGTON NORTHERN - ET AL BOOKIPAGE 21 N 10 E 32 N2SE 1.00000000 DOC.#840725 0712 M27590 000 1211/1983 BURLINGTONNORTHERN - ET AL BOOKIPAGE 21 N 10 E 32 N2SW 1.00000000 DOC.9840725 0712 M27590 000 12/1/1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N to E 32 GESE 1.00000000 DOG.#640725 AKA Lot 1 (33.58 acres) .0712 M27590 000 12/111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 10 E 32 SESW 1.0000D000 DOC.#B40725 AKA Lot 3 (34.66 acres) 0712 M27590 000 12/111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 10 E 32 SWSE 1.00000000 DOC.#840725 AKA Lot 2 (34.11 acres) 0712 M27591 000 12/111983 BURLINGTON NORTHERN - ET AL BOOK/PAGE 21 N 10 E 33 ALL 1-00000000 DOC.#640725 0712 M27592 00D 121111983 BURLINGTON NORTHERN • ET AL BOOKIPAGE 21 N 10 E 34 N2N2 1.00000000 DOC.#640725 0712 M27592 000 1211 f1983 BURLINGTON NORTHERN - ET AL $OOKIPAGE 21 N 10 E 34 N2SW 1.00000000 DOC-#840725 0712 M2751D2 D00 12JM1983 BURLINGTON NORTHERN.- ET At BOOKIPAGE 21 N 10 E 34 $E$W 1.00000000 DOCAM40725 AKA Lot 3 (31.39 acres) 0712 M27593 000 512611988 BURLINGTON NORTHERN • ET AL BOOKIPAGE 21 N 10 E 34 62N2 1.00000000 8806280227 M27594 000 12A11983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 10 E 35 ALL 1.00000000 DOCAM0725 0712 M27595 D00 512611988 BURLINGTON NORTHERN • ET AL BOOKIPAGE 21 N 11 E 5 FRL E2 $ FRL E2NW4 (395.72 1.00000600 8907070392 acres) M27596 000 5/2611988 BURLINGTON NORTHERN - ET AL IMKIPAGE 21 N 11 E 17 E2 1.00000000 8907070$92 Page 23 of 66 �' 0 TmM im co 0 C3 0 +sa 0 CV T— oo 0 0 {Y Exhibit A Attached to and made apart of that certain Statemont of Claim to Mineral Interest dated Novembor 21, 2008 for King County, WA File 0 Suffix Dated Grantors Book Page T R Sect QQ Reception Number Legal Description Interest M27596 000 512611988 BURLINGTON NORTHERN - ET AL BOOKJPAGE 21 N 11 E 17 E2NW 1.00600000 8907070392 M27596 000 5/26/1988 BURLINGTON NORTHERN - ET AL BOOKJPAGE 21 N 11 E 17 $WNW 1.00000000 8007070392 M27597 000 5/26/1988 BURLINGTON NORTHERN - ET AL 900KIPAGE 21 N 11 E 17 SW 1.00000000 8907070392 M27598 ODO 512611988 BURLINGTON NORTHERN - ET AL BOOKJPAGE 21 N 11 E 19 E2$E 1.00000000 8007070392 M27598 ODO 512611966 BURLINGTONNORTHERN - ET AL BOOKJPAGE 21 N 11 E 19 NE 1.00000000 8007070392 M27599 000 $12611986 BURLINGTONNORTHERN - ET AL BOOKJPAGE 21 N 11 E 21 N2 1.00000000 8907070392 M27599 000 5/26/1988 BURLINGTONNORTHERN - ET AL BOOKJPAGE 21 N 11 E 21 SW 1.0000D0o0 8907070392 M27600 000 5/2611988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 IN 11 E 21 SE 1.00000000 8907070392 M27601 000 5/2611986 BURLNGTON NORTHERN - ET AL BOOKMAGE 21 N 11 E 23 N2 1.00000000 $907070392 M27601 DOO 5/26/1988 BURLINGTON NORTHERN - ET AL BOOKJPAGE 21 N 11 E 23 N2SE 1.00000000 $907070392 M27601 000 5/26/1988 BURLINGTON NORTHERN - ET AL SOOKIPAGE 21 N 11 E 23 SW 1.00000000 9907070392 M27602 DOO 512811986 BURLINGTON NORTHERN - ET AL BOOKJPAGE 21 N 11 E 23 S2SE 1.00000000 8907070392 M27603 000 512611988 BURLINGTON NORTHERN . ET AL BOOEUPAGE 21 N 11 E 25 ALL, LESS 22,04 AC BN RM 1-00000000 8907070392 (617.96 acres) M27604 000 572611988 BURLINGTON NORTHERN - ET AL BOOKJPAGE 21 N 11 Ew 27 ALL 1.00000000 8907070392 M27605 000 5126/1988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 11 E 29 ALL 1.00000000 8907070392 M276C6 000 51261198E BURLINGTON NORTHERN- ET AL BOOKJPAGE 21 N 11 E 31 ALL 11.00000c00 8907070392 M27607 000 61281988 BURLINGTON NORTHERN - ET AL BOOKJPAGE 21 N 11 E 33 N2 1.00000000 8907070392 M27607 000 5126/1688 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 11 E 33 SW 1.00000000 8907070392 M27608 000 512611 qaU BURLINGTON NORTHERN - ET AL BOOKJPAGE 21 N 11 E 33 SE 1,00000000 8907070392 M27609 000 5/2611988 BURLINGTON NORTHERN - ET AL 800KJPAGE 21 N 11 E 35 ALL, LESS 92.24 AC BN RAN 1.00000000 M07070392 (547-76 acres) M27610 000 12J1J1983 BURLINGTON NORTHERN - ET AL SOOK1PAGE 22 N 4 E 36 1.00000000 DOC.#84D725 LOT 4 R PART OF LOT 7 (1.64 0712 acres) Page 24 of 66 Exhibit A Attached t and made a part of that certain Statement of Cialm to Mineral Interest dated November 21, 2008 for King County, WA Flle # Suffix Dated ` Grantors Book Page T R Sect QQ Racoptlon Number Legal D©strlptlon Interest M27611 000 /21111983 �URONGTON NORTHERN - ET AL BOOKIPAGE 22 N 6 E 1 N26E 1.00000000 DOC4040725 0712 M27611 000 12/1/1983 URLINGTON NORTHERN - ET AL BOOKIPAGE 22 N 6 E 1 NENE 1,00000000 DOC,N840725 AKA L011 (38.87 acres) 0712 M27611 000 12/111983 1 URLINGTON NORTHERN - ET AL BOOKIPAGE 22 N 6 E 1 NWNE 1.0000D000 DOC-#840726 AKA Lot 2 (38.87 acres) 0712 M27612 000 1211/1983 URLINGTONNORTHERN -ETAL BOOKIPAGE 22 N 6 E 5 N2SW 1.00006000 DOC.#840725 0712 M27612 000 12/1/1983 URLINGTONNORTHERN -ETAL BOOKIPAGE 22 N 6 E 5 $WNW 1.00000000 DOC.4840725 0712 M27613 000 1211/1963 URLINGTON NORTHERN- ET AL BOOKIPAGE 22 N 6 E 11 NWSF 1.00000000 DOC4840725 0712 M27614 000 12/1/1983 URUNGTON NORTHERN- ET AL BOOKIPAGE 22 N 6 E 15 N2NE 1.00000000 DOG.#840725 0712 M27615 000 6/811989 IURLINGTON NORTHERN - ET AL DOG 22 N 6 E 23 NENWSW 1.00000000 8907070392 M27615 000 6/8/1989 iURLINGTON NORTHERN - ET AL DOC 22 N 6 E 23 NESE 1.OD000000 BGD7070392 M27615 000 6/8/1989 URLINGTON NORTHERN - ET AL DOC 22 N 6 E 23 S2SE 1.00000000 890707OS92 M27615 000 618I1989 URLINGTON NORTHERN - ET AL DOC 22 N 6 E 23 SESW 1.00000000 $907070392 M27616 000 61811989 URLINGTON NORTHERN - ET AL DOC 22 N 6 E 23 PART OF LOT 11 S OF 1.00000000 890707OS92 MILWAUKEE RIW LESS 8.19 AC CITY OF SCATTLE RIW, N2 NW4 NW4 SW4 LESS 1.97 AO MILWAUKEE RAN (13,9 acres) M27615 000 6/811989 URLINGTON NORTHERN - ET AL DOG 22 N 6 E 23 SOUTH 34 ACS OF SE4NE4 1.0000000D 8907070392 (34 acres) M27016 000 1211/1983 URLINGTON NORTHERN - ET AL BOOKMAGE 22 N 6 E 23 PARTS OF LOT 11 AND 100' 1.00000000 DOCA840725 RIWACROSS NW4SW4, 0712 DESCRIBED BY METES AND BOUNDS IN DEED TO MILESTONE (1' 08 Stirs) M27617 000 W811989 3URUNGTON NORTHERN • ET AL BOOKIPAGE 22 N 6 E 25 NW 1.00000000 8907070392 Page 25 of 66 00 CV r7 e- O C O 0) 0 CV T co 0 0 04 Exhibit A Attached to and made a part of that certain Statement of Claim to Mineral Interest dated November 21, 2008 for King County, WA File# Suffix Dated Grantors Book Page T R Sect QQ Reception Number Legal Description Interest M2767 000 618/1989 BURLINGTON NORTHERN - ET AL BOOKIPAGE 22 N 6 E 25 THAT PART OF SE4SW4 & 1.00000000 6907070392 SW4SE4 LYING SOUTHWESTERLY OF THE NORTHEASTERLY BOUNDARY OF THE KENT-KANGLEY ROAD (51 acres) M27618 000 12/111983 BURLINGTON NORTHERN- ET AL BOOKIPAGE 22 N 6 E 25 N2SE 1,00000000 DOC.#640725 0712 M27618 000 12/1/1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 22 N 6 E 25 NESW 1.00000000 OOC.#840725 0712 M27618 000 12/1/1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 22 N 6 E 25 SESE 1.00000000 DOC.#840725 0712 M27619 000 613/1988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 22 N 6 E 25 THAT PART SE4SW4 & 1.00000000 M27620 000 6/8/1080 BURLINGTON NORTHERN - ET AL M27620 000 6/8/1989 BURLINGTON NORTHERN - ET AL M27621 000 12/1/1983 BURLINGTON NORTHERN - ET AL M27621 000 12/1 /1983 BURLINGTON NORTHERN - ET AL M27622 000 1211/1983 BVRLINGTONNORTHERN - ET AL M27623 000 6/8/1089 BURLINGTON NORTHERN - ET AL M27624 000 1211P983 BURLINGTON NORTHERN - ET AL M27624 000 12/1/1983 BURLINGTON NORTHERN - ET AL Page 26 of 66 AF#91020610 75 BOOKIPAGE 22 N 6 E 26 N2NW 8907070392 BOOKIPAGE 22 N 6 E 26 NE 8907070392 BOOK/PAGE 22 N 6 E 26 S2 DOC.#840725 0712 800KIPAGE 22 N 6 E 28 S2NW DOC.1840725 0712 BOOKlPAGE 22 N 6 E 27 SWNW DOC4840725 0712 BOOKIPAGE 22 N 6 E 33 8907070392 900KIPAGE 22 N 6 E 33 DOG.#840725 0712 BOOKIPAGE 22 N 6 E 33 DOC.9840725 0712 SW4SE4 LYING NORTHEASTERLY OF THE KENT-KANGLEY ROAD (29 acres) 1.00000000 1.00000000 1.00000000 1.000OD000 1-00000000 SE4SE4 LESS 4.66 AC BN R/W 1.00000000 (35.34 acres) SE4SW4, SW4SE4, LESS6.97 1.00000000 AC BIN RIW C7S.03 acres) THAT PART OF N W4 SW4 1.00000000 LYING S OF A LINE PARALLEL WITH R DISTANT 50 FT SWLY MEASURED AT RIGHT ANGLESFROM THE NORTHERN PACIFIC RAILWAY CO CENTERLINE (12.75 acres) . Exhibit A Attached to and made apart of that certain Statoment of Claim to Mineral Interest dated Novo mbor21,2008 for King County, WA File# Suffix Dated Grantors Book Page T R Sect QQ Reception Number Legal Description M27625 000 12111i986 BURLINGTON NORTHERN - ET AL BOOKIPAGE 22 N 6 E 33 SW4NW4 LESS 0.70 ACS NIA SOLD BY DEED RECORDED 04f7180 UNDER A.F.#8004070391 BOOK OF DEEDS, THAT PART OF THE NW4SW4 LYING NORTH OF THE BURLINGTON NORTHERN RAILROAD RIGHT-OF-WAY. (62.22 acres) M27626 000 618/1969 BURLINGTON NORTHERN- ET AL BOOKIPAGE 22 N 6 E 35 ALL, LESS 14.01 AC BN R/W. 8907070392 LESS 4.30 ACS SOLD 1N SW48W4, MORE FULLY DESCRIBED AS FOLLOWS: ALL, LESS 14.01 ACS WITHIN BN RR RMf, LESS 4.$0 ACS SOLD IN SW4SW4 AS CONVEYED BY OUfFCLAIM DEED RECORDED 4-7-87, A.F-98704070610 BOOK OF DEEDS, KING COUNTY, LESS THAT PORTION OF THE W2SW4 LYING SOUTHERLY OF THE BR RR R/W- PARCEL 003 DEEDED TO MERIDIAN MINERALS CONSISTING OF 65.0 ACS (556.69 acres) M27627 DOC 313011287 BURLINGTON NORTHERN - ET AL BOOKIPAGE 22 N 6 E 35 AF#91020610 TRACT IN SW4SW4 (4.3 acres) 75 M27628 000 6/811989 BURLINGTON NORTHERN - ET AL BOOKIPAGE 21 N 6 E 2 SEE DESCRIPTION AT 8907070392 SECTION 36-22W6E M27628 000 6/811989 BURLINGTON NORTHERN - ETAL BOOKIPAGE 22 N 6 E 35 SEE DESCRIPTION AT 89070703W SECTION 36-22N•6E M27628 DOC 616H989 BURLINGTON NORTHERN - 6TAL BOOKIPAGE 22 N 6 E 36 N2, LESS 15-18ACS SOLD, 8907070392 14.25 AC BN RIW, 3,15 AC SCHOOL SITE, 7,00 ACS SOLD IN UNREGORDED TOWN PLAT, S2, LESS 4.00 AC BN RAN, MORE FULLY DESCRIBED AS FOLLOWS: A PARCEL OF LAND LYING SOUTHERLY OF THE BR RR RiW& NORTHERLY OF THE RAVENSDALE-BLACK DIAMOND ROAD LOCATED IN THE SE4 OF SEC 35 AND THE SW4 OF SEC 36, T22N, R6E, AND THE NE4 OF SEC 2, T21N, RBE, W.M, MORE PARTICULARLY DESCRIBED page 27 of 66 Interest 1,00000000 1.00000000 1.00000000 1.000DOOOO 1.00000000 1.00000000 0 m a r r7A tD O d d to d n oo 0 0 N Exhibit A Attached to and made apart of that certaln Statcmont of Claim to MlooraI Intorest dated November 21, 2000 for King County, WA File # Suffix Dated Grantors ...,.......,.,. ... . . gook Page T k Sett QQ Racoptlon Number Legal Description IntereSt AS FOLLOWS: FROM THE INTERSECTION OF THE CENTER LINES OF THE BR RR RIW & THE RAVENSDALE-BLACK DIAMOND ROAD SOUTH 37 DEGREES 00' WEST 96.0 FEET TO THE POINT OF BEGINNING. THENCE SOUTH 28 DEGREES 00' WEST 90 FEET; THENCE SOUTH 50 DEGREES 00' WEST 850 FEET; THENCE SOUTH 45 DEGREES 30' WEST 850 FEET, THENCE SOUTH 45 DEGREES 30' WEST 480 FEET; THENCE SOUTH 40 DEGREES 3V WEST 811 FEET; THENCE SOUTH 55 DEGREES 00' WEST 1592 FEET; THENCE NORTH 24 DEGREES 30' WEST 1135 FEET TO THE SOUTHERLY RIW LINE OF SAID RR; THENCE NORTH 66 DEGREES 247 EAST 3674.7 FEET, M1i-, ALONG SAID RIGHT-OF-WAY LINE TO THE POINT OF BEGINNING (550.25acres) M27629 000 1211/1983 BUR41NGTON NORTHERN- ETAL BOOIPAGE 22 N 6 E 36 1.00000000 DOC.#840725 TRACTS IN NE4 & SE4NW4 0712 (10.49 acres) M27630 000 1211I1987 BURLINGTON NORTHERN - ETAL BOOKIPAGE 22 N 6 E 36 1.00000000 AF#91020610 TRACT IN SW4NE4 (3.77 75 ' acres) M27531 000 51281198E 6URLINGTON NORTHERN -ETAL BOOKIPAGE 22 N 6 E 36 1.00000000 8806280227 TRACT IN N2NE4 9 3 acres ( ) M27632 OOD 6/811989 BURLINGTON NORTHERN-ETAL BOOKIPAGE 22 N 7 E 23 SW 1.00000000 8907070392 M27633 000 6/811989 BURLINGTON NORTHERN- ETAL SOOKIPAGE 22 N 7 E 25 ALL 1.00000000 BOD7070392 M27634 000 1211/1983 BURLINGTON NORTHERN. ETAL BOOK/PAGE 22 N 7 E 26 E2SE 1.00000000 DOC.#840725 0712 M27634 000 12/1/1083 BURLINGTON NORTHERN- ETAL BOOKIPAGE 22 N 7 E 26 1.00000000 DOG#840725 100' RMI IN E2NE4 (3.41 acres) 0712 Page 28 of 66 T P7 O r fD O O a m 0 N T OD 0 0 N Exhibit A Attached to and made apart of that certain Statement of Claim to Minoral I ntorostdated Novomber 21, 2008 for King County, WA Fite # Suffix Dated Grantors Back Page T R Soct 00 R"00100 Number Legal Description Interest M27634 000 12/111983 BURLINGTONNORTHERN. GTAL BOOKMAGE 22 N 7 E 26 1.00000000 DOO-11840725 NE4LESS8.3$ACROW 0712 (153.62 acres) M27635 000 6I311989 BURLINGTON NORTHERN • ET AL BOOKIPAGE 22 N 7 E 27 N2NE 1.00000000 8907070397 M27635 000 816119a9 BURLINGTON NORTHERN - ET AL BOOKIPAGE 22 N 7 E 27 W2 1.00000000 8907070$97 M27636 000 12/1/1983 BURLINGTON NORTHERN - ET AL BOOK/PAGE 22 N 7 E 27 62NE 1,00000000 DOC.#840725 0712 M27636 000 1211/1983 BURLINGTON NORTHERN - ET AL SOOWPAGE 22 N 7 E 27 SE 1.00000000 DOC-#840725 0712 M27637 000 1211/1983 BURLINGTONNORTHERN - ET AL BOOKIPAGE 22 N 7 E 29 PORTIONS 0FNW4NW4NW4, 1.00ODODOO DOC.Va40726 SW4N W4NVV4, 0712 W2SW4NW4 (14.1 acres) M27638 000 6/811989 BURLINGTON NORTHERN - FETAL BOOWPAGE 22 N 7 E 30 $2 11.00000000 8907070392 M27639 000 6181i989 SURUN07ONNORTHERN -ET AL BOOKIPAGE 22 N 7 E 31 ALL FRL,LESS 21.22ACBN 1.0000OM0 8907070592 RAN, LESS THAT PART OF THE EAST 1805.60 FT OF S2NE4, SOUTH OF BIN RMI (562,09 acres) M27640 000 12/1/1983 BURLINGTON NORTHERN. ET AL BOOKIPAGE 22 N 7 E 31 1.00000000 DOC.11840725 PART OF S2NE4 (10.23 acres) 0712 ' M27641 000 61$N989 BURLINGTON NORTHERN - ET AL BOOKIPAGE 22 N 7 E 32 50 FT PJW IN FRONT OF LOT 1.00000000 8907070392 4 ACROSS SHORE LAND$, BED AND WATER OF FISH LAKE; PART OF NW4NW4 LYING SOUTH OF KENT-KANGLEY ROAD, ALSO INCLUDES OWNERSHIP OF A 20' WATER PIPELINE RM ACROSS NW4SW4 AND GOUT LOT 4. (6,07 acres) M27642 000 @Jail989 BURLINGTON NORTHERN- FT AL BOOKIPAGE 22 N 7 E 33 ALL 1.00000000 8907070392 M27643 000 6/8/1989 BURLINGTON NORTHERN - ET AL BOOT/PAGE 22 N 7 E 35 ALL 1.00000000 8907070$92 M27644 000 1211 M 983 BURLINGTON NORTHERN - ET AL BOOKfPAGE 22 N 10 E 31 E2NW 1.00000000 DOC4840725 0712 M27644 000 12/1/1963 BURLINGTON NORTHERN - ET AL 8OOKIPAGE 22 N 10 E 31 NESW 1.00000000 DOC.4840725 0712 Page 29 of 66 Exhibit A Attached to and made a part of that certain Statement of Claim to Mineral Interest dated November 21, 2008 for King County, WA File # Suffix _... , Dated Grantors ............ .. ... ea . .. .... Book Pago T R . Sect 00 Reception Number Legal Description Interest M27644 000 12/111983 BURLINGTON NORTHERN- ET AL BOOKIPAGE 22 N 10 E 31 NWNW 1.00000000 DOC.#840725 AKA Lot 1 (38.49 acres) 0712 M27644 000 12/1/1983 BURLINGTON NORTHERN- ET AL BOOK/PAGE 22 N 10 E 31 NWSW 1.00000000 DOC,#840725 AKA Lot 3 (38.45 acres) D712 M27644 000 12/1/1083 BURLINGTON NORTHERN- ETAL BOOKIPAGE 22 N 10 E 31 SE 1.00000000 DOC.#840725 0712 M27644 000 12/1/1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 22 N 10 E 31 SWN W 1,00000000 DOC.040725 AKA Lot 2 (38.47 acres) 0712 M27644 00O 1211/19/33 BURLINGTON NORTHERN - ET AL SOOK/PAGE 22 N 1 D E 31 SWSW 1.00000000 DOC.#840725 AKA L014 (38,43 acres) 0712 M27645 000 1211/1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 22 N 10 E 33 NE 1.00000000 DOC.#840725 0712 M27645 000 121IJ1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 22 N 10 E 33 82 1.00000000 DOC.#840725 0712 M27646 000 12 I11983 BURLINGTON NORTHERN- ETAL BOOKIPAGE 22 N 11 E 6 1.00000000 DOC.#840725 RANACROSS SE4SW4, 0712 W28E4 5 85 acres) { - M27647 000 5126/1988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 22 N 11 E 5 PARTS OF SW4, W2SE4 (61.26 1.00000000 8806280227 acres) M27648 000 5/2511988 BURLINGTON NORTHERN- ETAL BOOKIPAGE 22 N 11 E 7 SESE 1 0000MOD 8806260227 M27649 000 512611988 BURLINGTONNORTHERN-ETAL BOOKIPAGE 22 N 11 E 17 E2NE 1.O000D004 B907070392 M27649 GOO 5I2611988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 22 N 11 E 17 SE 8907070392 M27649 000 5/26/1988 BURLINGTON NORT1-IERN- ETAL BOOKIPAGE 22 N 11 E 17 W2 8907070392 M27649 000 5/26/1988 BURLINGTON NORTHERN -ETAL BOOKIPAGE 22 N 11 E 17 NW4NE4, LESS 12,86 AC RR 8907070392 RNW, 3.35 AC H WY RIW, 1.11 M27050 000 1211/1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 22 N 11 E 17 DOC-040725 OM M27651 000 5126l1988 BURLINGTON NORTHERN - ET AL BOOK/PAGE 22 N 11 E 17 8806280227 M27652 ODO 5/2&1988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 22 N 11 E 19 8907070392 Page 30 of 68 _ ALL ACS SOLD TO BPA, (22.13 acres) RAN ACROSS W2NW4, S2N2 (15.89 acre.) PARTS OF S2SW4, N2NW4, NW4NE4 (5.01 acres) 1.00000000 1.00000000 1.00000000 1.00000000 1.00DOODOO 1.00000000 c) @1 O r Qn �D O 0 C3 d1 O N r oo 0 0 N Exhibit A Attached to and made a part of that curtain Statement of Claim to Mineral Intorost dated November 21, 2008 for King County, WA FII0 # Suffix Dated Grantors Book Page T R Sect QQ Reception Number Logal Doscription Interest M27653 000 121111983 BURLINGTON NORTHERN- ET AL BOOKIPAGE 23 N 4 E 13 N2NW 1,00000D00 DOC 484 0725 0712 M27664 000 8/211982 BURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 4 E 25 PART OF LOTS 9.11, 52NE4, 1.00000000 DOC.0840405 SE4NW4, SE43W4, SW4SE4 0908 (66.66 acres) M27655 000 8/2J1982 BURLINGTON NORTHERN - ET AL BOOKJPAGE 23 N 4 E 36 1.00000000 DOC.#840405 RNJ ACROSS A PORTION OF 0908 NW4NE4, NE4NW4 M27656 000 12/111983 BURLINGTON NORTHERN - ET AL SOOKIPAGE 23 N 5 E 1 SWSWSWSW 1.00000000 DOC.#840725 0712 M27657 000 12/1/1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 5 E 3 NENE 1.00000000 DOC.#840725 0712 M27657 000 12fl/1983 BURLINGTON NORTHERN - ET AL BOOKJPAGE 23 N 5 E 3 NESE 1.00000000 DOC.#840725 0712 M27657 000 1211119$3 BURLINGTON NORTHERN- ET AL SOOKIPAGE 23 N 5 E 3 NWNW 1.00000000 DOC-#840725 0712 M27657 000 -121111983 BURLINGTON NORTHERN- ET AL BOOKIPAGE 23 N 5 E 3 SENE 1.00000000 DOC.9840725 0712 M27657 000 1211119$3 BURLINGTON NORTHERN. ET AL BOOKIPAGE 23 N 5 E 3 SESE 1.00000000 DOC4840725 0712 M27657 000 1211/1983 13URLIKOTON NORTHERN- ET At BOOKIPAGE 23 N 5 E $ W2SW 1.00000000 DOC.#840725 0712 M27658 O00 121111983 BURLINGTON NORTHERN, ET AL BOOKIPAGE 23 N 5 E 7 SWS1r11 1.00000000 DOC.#840725 0712 M27659 000 12111198E BURLINGTON NORTHERN- ET AL $OOKIPAGE 23 N 5 F 9 N2SE 1.00000000 DOC.#840725 0712 M27659 000 12/111983 BURLINGTON NORTHERN- ET At. BOOKIPAGE 23 N 5 E 9 NE 1-00000000 DOC.#840725 0712 M2700 000 1211/1983 BURLINGTON NORTHERN- ET AL BOOKIPAGE 23 N 5 E 11 ALL 1,00000000 DOG.0840725 0712 M27661 000 5/28/1988 BURUNGTONNORTHERN-ET AL BOOKJPAGE 23 N 5 E 21 NENW 1,00000000 8806280227 AKA Lot 6 (39.95 acres) M27661 000 5/26/1988 BURLINGTONNORTHERN-ETAL BOOKIPAGE 23 N 5 E 21 NWNE 1.00000000 8806280227 AKA Lot 4 (25.8 acres) Page 31 of 66 v c� 0 as m 0 C3 0 m C5 N TMI 00 0 0 N Exhibit A Attached to and made a part of that certain Statement of Claim to Mineral Interest dated November 21, 2008 for King County, WA FRe # Suffix_ Dated Grantors Book Page T R Sect QQ Reception Number legal Description interest M27661 600 $12611968 66RLINGT6N NORTHERN- ET AL BOOKIPAGE 23 N 5 E 21 NWNW 1.00000000 8806280227 M27661 000 $12611968 BURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 5 E 21 S2NW 1.00000000 8806280227 M27661 000 5126119BB BURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 5 E 21 SW 1.00000000 8806280227 M27W1 000 5/2611988 BURLINGTONNORTHERN -ETAL BOOKIPAGE 23 N 5 E 21 SWNE 1.000000DD 8806280227 M27661 000 51261196a BURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 5 E 21 W2SE4, LESS 10.54 ACS 1.00000000 8806280227 SOLD, LESS 6.09 ACS CONDEMNED BY CITY OF SEATTLE (63.37 acres) M27662 000 12/111983 BURLINGTONNORTHERN-ETAL BOOKPAGE 2$ N 5 E 25 S2SE 1,00000000 DOC.#840725 0712 M27662 000 1211/1983 BURLINGTON NORTHERN- ETAL BOOKIPAGE 23 N 5 E 25 1.00000000 DOC.#640725 PART OF SW4NE4, S2NW4, � NW4SE4 , N2$W453.46 acres) ) M27663 000 6/26/1968 BURLINGTON NORTHERN -ETAL BOOKIPAG E 23 N 5 E 25 1-00000000 .68o62aO227 PART OF SW4NW4 96 acres - ( ) M27664 000 12AMS83 BURLINGTONNORTHERN-ETAL BOOKIPAGE 23 N 5 E 27 1.00000000 DOG4840725 TPACT IN NW4NE4 (1 acres) 0712 M27665 000 6/26/1988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 5 E 27 ALL LESS 34.45 ACS SOLD & 1.00000000 8806280227 55.94 ACS CONDEMNED BY CITY OF SEATTLE (549,61 acres) M27666 000 12I111963 BURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 5 E 29 SESW 1.00000000 0001840725 0712 N,27686 000 12r1/1983 SURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 5 E 29 1.00000000 DOG.rl840725 PART OF SE4NW4 (.5 acres) 0712 M27667 000 8/211982 BURLINGTON NORTWERN - ET AL BOOKIPAGE 23 N 5 E 30 1.00000000 DOG.#840405 RIW ACROSS A PORTION OF 0908 NW4NW4 M27668 000 8WI982 BURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 5 E 31 1.00000000 DOC.#840405 PART OF NE4NW4 24.68 0908 acres) M27659 000 M1982 BVRLINGTONNORTHERN -ETAL BOOKIPAGE 23 N 5 E 32 N2N2NESW 1.00000000 DOC.WM0405 coca M27664 000 M11962 - BURLINGTON NORTHERN- ET AL BOOKIPAGE 23 N 5 E 32 1.00000000 DOC.#840405 PART OF NW4 MORE FULLY 0908 DESCD BY DEEO (5.07 acres) Page 32 of 66 In c� 0 r M m c 0 0 a (V o Exhibit A N Attached to and made a part of that certain Statomeni of Claim to Mineral Interest dated Novomber 21, 2008 for King County, WA File # Suffix Dated Grantors Book Pago T R Sect QQ Reception Number Legal Description Interest M27670 000 12/111983 BURLINGTON NORTHERN- ET AL BOOK/PAGE 23 N 5 E 35 SENE 1.00000000 DOC.9840725 0712 M2.7871 000 512611988 BURLINGTON NORTHERN- FT AL BOOK/PAGE 23 N 5 E 35 N2NE 1.0000D000 8806280227 M27871 000 5126/1988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 5 E 35 PARTS OF SW4NE4, NW4 1.00000000 8806280227 (193.52 acres) M27672 000 1211/1983 BURLINGTON NORTHERN- ET AL BOOKiPAGE 23 N 6 E 1 ALL 1.00000000 DOCA840725 0712 M27673 000 121111983 BURLNGTON NORTHERN- ET AL BOOKIPAGE 23 N 6 E 3 E2SE 1.00000000 DOC,#840725 0712 M27673 000 121111983 BURLINGTON NORTHERN- ET AL BOOKJPAGE 23 N 6 E 3 NENE 1.00000000 DO0.#840725 AKA Lot 1 (31.76 acres) 0712 M27673 DOD 12/1/1983 BURLINGTON NORTHERN - ET AL BOOKJPAGE 23 N 6 E 3 NWNW 1.00000000 DOC.#840725 AKA Lot 4 (30.89 acres) 0712 M27673 000 12/111983 BURLINGTONNORTHERN - ET AL BOOKIPAGE 23 N 6 E 3 SENE 1.00000000 DOCM840725 0712 M27674 000 12/111983 BURLINGTON NORTHERN - ET AL BOOKJPAGE 23 N 6 E 5 1.00000000 DOC.#840725 PART OF LOTS 3, 4, WEST OF 0712 SUNSET HIGHWAY (22 acres) M27675 000 1211M 983 BURLINGTON NORTHERN - ET AL BOOKJPAGE 23 N 6 E 11 ALL 1.00000D00 DOC.9840725 0712 M27676 000 12/1/1982 BURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 6 E 17 E2NW 1.00000000 DOC#B407250 712 M27676 000 1211/1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 6 E 47 N2SE 1.D0000000 DOC#8407250 712 M27676 000 1211/1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 6 E 17 NWNW 1.00000000 DOC#8407250 712 M27676 000 12M11983 BURLINGTONNORTHERN - ET AL BOOKIPAGE 23 N 6 E 17 S2NE 1.00000000 DOC#8407250 712 ivi27"old 0u"0 t 2i f ii 9&3 o iRLINGTON d ORTP4c'RCd - ET :+L BOOK;PAGE 23 N 6 E 17 S2SW 1.00000000 DOC#6407250 712 M27676 000 12/111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 6 E 17- SESE 1,00000000 DOC#8407250 712 Page 33 of 66 (D, c m 0 0 0 m 0 oo Exhibit A 0 0 Attached to and made apart of that cortaIn Statement of Claim to Mineral Interest dated November 21, 2008 for King County, WA Fllo # Suffix Dated Grantors Book Pago T R Sect aQ Reception Number Legal Description Interest M27677 000 12I111983 BURLINGTON NORTHERN • ET AL BOOKIPAGE 23 N 6 f 19 N2NE 1.00000000 DOC.#840725 0712 M27677 000 12MI1983 BURLINGTON NORTHERN- ET AL BOOKIPAGE 23 N 6 £ 19 NENW 1.00000000 DOCA840725 0712 M27677 000 1211119" BURLINGTON NORTHERN • ET AL BOOKIPAGE 23 N 6 E 19 NWNW 1.00000000 DOC.4840725 AKA Lot 1 (40.18 acres) 0712 M27677 DDO 121111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 6 E 19 SESW 1.00000000 DOC.#840725 AKA Lot 9 (38.34 acres) 0712 M27677 000 12/111983 BURLINGTON NORTHERN - ET AL 800KIPAGE 23 N 8 E 19 SWSE 1.00000000 D00164D725 AKA Lot (31.82 acres) 0712 M27677 000 12/111983 BURLINGTON NORTHERN • ET AL BOOKIPAGE 23 N 6 E 19 SWSW 1.00000000 DOC,#840725 AKA Lot 10 (38.24 acres) 0712 M27678 000 12/1/1983 BURLINGTON NORTHrRP4 - ET AL BOOKIPAGE 23 N 6 E 27 E2NW 1.D000O000 DOC.#840725 0712 M27678 000 12/111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 6 E 21 NWNE 1-00000000 DOC.0840725 0712 M27679 000 6/8/1989 BURLINGTON NORTHIRN - ET AL BOOKIPAGE 23 N 6 E 29 E2E2 1,0000000 8907070392 M27679 000 BMfJ989 BURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 6 E 29 NWSE 1.00000000 8907070392 M27679 000 618I1989 BURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 6 E 29 SWNE 1.00000006 8907070392 M27680 000 12/1/1063 BURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 6 E 29 1.00000000 DOC.#840725 LOT 2 (13.25 acres) 0712 Page 34 of 66 Exhibit A Attached to and made apart of that Cortain Statement of Claim to Mineral interest dated Novembor 21, 2008 for King County, VITA Flle # Suffix Dated Grantors Book Page T R Sect QQ Racapllon Number Legal Descrlptlon Interest 768 M21 600 6/6If989 BURLINGTONNQRTH.ERN-ETAL' BOOKIPAGE 23 N 6 E 33 NE4,$E4NW4.NW4SE4, 1.00000000 8907070397 DESCRIBED AS: NE4, SE4NW4 LESS THAT PORTION OF THE S2NE4 & SE4NW4 LYING EASTERLY OF THE BONNOALLE POWER ADMINISTRATION POWERUNE R/W, SOUTHERLY OF SE LAKE DESIRE RD & WESTERLY OF LAKE DESIRE ROAD SE & THE NW4SE4 & ALL THAT PORTION OF THE S2NE4 & SE4NW4 LYING EASTERLY OF THE BONNEVILLE POWER ADMINISTRATION POWERLINE RAN, SOUTHERLY OF SE LAKE DESIRE ROAD & WESTERLY OF LAKE DESIRE ROAD S.E. (138.1 acres) M27682 000 12/111983 BURLINGTON NORTHERN - ET AL SOOKIPAGE 23 N 8 P 33 F2NENW 1.00000000 DOC.#840725 0712 M27682 000 121111963 BURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 6 E 33 E2SE 1.00000000 DOC.#840725 0712 M27682 000 12/111983 BURLINGTON NORTHERN • ETAL BOOKIPAGE 23 N 6 E 33 NESW 1.00000000 DOC.#840725 0712 M27682 000 12/1I1983 BURLINGTONNORTHERN-ETAL-BOOKIPAGE 23 N 5 E 33 SWSE 1.00000000 DOC.#840725 0712 M27682 000 12MM983 BURLINGTONNORTHERN -ETAL BOOKIPAGE 23 N 6 E 33 W2NENW LYING SOUTHWESTERLY OF 1.00000000 00C.4840725 CEDAR GROVE ROAD (50.5 0712 ate) M27682 000 1211M983 BURLINGTON NORTHERN- ETAL BOOK/PAGE 23 N 6 E 33 ASSESSOR'S PARCEL NO. 1.00000000 DOC.#840725 832306-9042.0, BEING THE 0712 W2NE4NW4 LYING NORTHWESTERLY OF CEDAR GROVE ROAD (9.5 acres) M27682 D00 1211/1983 BURLINGTON NORTHERN - PT AL BOOKIPAGE 23 N 6 E 33 1,00000000 OOC1840725 LOT 1 (35.95 acres) 0712 M27682 000 121111983 6URLINGTON NORTHERN • ET AL BOOKIPAGE 23 N $ E 33 1.00000000 DOC.#840725 LOT 2 (23.95 acres) 0712 Pag 9 36 of 66 Co. 0 r 0) m a 0 0 m d c Exhibit A o LV Attached to and made apart of that certain Statement of Claim to Mineral Interest dated November 21,2008 for King County, WA File # Suffix Dated Grantors Book Page T R Sect QQ Reception Number Legal Description Interest M27682 000 1211/1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 6 E 33 1.040000D0 DOC.#840725 LOT 3 (11.61 acres) 0712 M27682 000 12/1/1983 BURLINGTONNORTHERN-ETAL BOOKIPAGE 23 N 6 E 33 1.00000000 DOCA840725 LOT 5 (36.9 acres) 0712 M27682 000 1211/1983 BURLINGTON NORTHERN- ET AL BOOKIPAGE 23 N 6 E 33 1.00000000 30101840725 LOT 6 (1.56 acres) 0712 M27683 000 618119B9 BURLINGTON NORTHERN- ET AL BOOKIPAGE 23 N 7 E 1 THAT PART OF SE4NE4 1/00000000 8907070392 LYING SOUTHERLY OF INTERSTATE 90, SE4 (201.04 acres) M27684 000 1211/1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 7 E 1 1.00000000 DOCA840725 PARTS OF LOTS 1, 2, 52NE4 0712 (160 acres) M27685 000 12130/1986 BURLINGTON NORTHERN- ETAL BOOK/PAGE 23 N 7 E 1 THAT PORTION OF GOUT 1-00000000 AF*91020610 LOTS 1 8, 2 LYING NORTH OF 75 THE NORTH RrWOF INTERSTATE 90 (12 acres) M27686 000 12/1/1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 7 5 5 ALL 1.00000000 DOC.#840725 0712 M27687 000 12/1/1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 7 E 7 ALL 1.00000000 DOC.#840725 0712 M27688 000 12I1I1983 BURLINGTON NORTHERN - ET AL BOOK/PAGE 23 N 7 E 9 ALL 1.00000000 DOC4840725 0712 M27689 000 12/111983 BURLING70N NORTHERN - ETAL BOOK/PAGE 23 N 7 E 11 ALL 1.00000000 DOC.#840725 0712 M27690 000 12/1/1983 BURLINGTON NORTHERN - ETAL BOOK/PAGE 23 N 7 E 13 ALL 1,00000000 DOC.9840725 0712 ' M27691 000 1211MM BURLINGTONNORTHERN -ETAL BOOKIPAGE 23 N 7 8 15 ALL 1,00000000 DOC.#844725 0712 M27692 000 12/1/1983 BURLINGTON NORTHERN - ETAL BOOKIPAGE 23 N 7 E 17 ALL 1.00000000 DOCA840725 0712 M27693 000 12/1/1983 BURLINGTON NORTHERN. ETAL BOOK/PAGE 23 N 7 E 19 ALL 1 A0000000 DOGA840725 0712 M27694 000 12/1/1983 BURLINGTOK NORTHERN -ETAL BOOKIPAGE 23 N 7 E 21 ALL 1.00000000 DOC.#840725 0712 Page 36 of 66 Exhibit A Attached to and made apart of that certain Statomant of Claim to Moral Interest dated November 21, 2006 for King County, WA File # Suffix Dated Grantors Book Page T R Sect 00 Reception Number Legal Description Interest M27695 DOD 121111983 BURLINGTON NORTHERN -ETAL BOOKIPAGE 23 N 7 E 23 ALL 1.403a0300 DOC.4840725 0712 M27696 000 12111983 9URLINGTON NORTHERN- ETAL BOOIUPAGE 23 N 7 E 25 1.00000000 DOC1840725 ALL LESS 4.04 AC BN R1W 0712 (635.96 acres) M27697 ODD 121111983 BURLINGTON NORTHERN- ET AL BOOKMAGE 23 N 7 F 27 N2N2 1.00000000 DOC.*840725 0712 M27698 000 12/1/1983 13URLINGTON NORTHERN- ET AL BOOK/PAGE 23 N 7 E 29 ALL 1.00000000 DOC.d840725 0712 M27699 DOD 8faf1989 BURLINGTON NORTHERN- ETAL BOOKIPAGE 23 N 7 E 31 ALL, LESS 25.17 ACS SOLD 1,00000000 8907070392 TO THE STATE OF WA BY DEED RECORDED 112311961 41161599, AND LESS 40.00 ACS SOLD BEING THAT PORTION OF THE N2 LYING EASTERLY OF S.R. 16 (PH8#2), NORTHWESTERLY OF THE WEST BANK OF HOLDER CREEKAND NORTHERLYOFA LINE WHICH IS 2200 FEET SOUTH OF AND PARALLEL TO THE NORTH LINE OF THE NE4. (587,61 acres) M27700 000 12/1/1983 BURLINGTON NORTHERN-ETAL BOOKIPAGE 23 N 7 E 31 HWY R1W ACROSS LOTS 2, 3, 1,00000000 DOC.4840725 NE4SW4, W2NW4, NW4ME4 0712 (25.17 acres) M27701 000 12/111903 BURUNGTONNORTHERN-ETAL BOOKIPAGE 23 N 7 E 35 NE 1.00000000 DOC.#840725 0712 M27701 000 12/111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 7 E 35 NESE 1.00000000 DOG #840725 0712 M27702 000 1211M983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 8 -E 3 NENE 1.00000000 DOCAU0725 AKA Lot 1 (47.8 acres) 0712 M27702 ODD 121111983 BURLINGTON NORTHERN • ETAL BOOK/PAGE 23 N 8 E 3 SEINE 1.00000000 DOCAU0725 AKA Lot 5 (42.9 acres) 0712 M27703 000 6/8/1989 BURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 8 E 7 ALL 1.00000000 8907070392 M27704 000 5/26/1988 BURLINGTON NORTHERN. UAL BOOK/PAGE 23 N 8 E 11 N2 1.00900000 8806280227 Page 37 of 66 0 r W O O O in 0 04 T 00 0 0 N Exhibit A Attached to and made apart of that certain Statement of Claim to Mineral Interest dated November 21, 2008 for King County, WA File # Suffix Dated Grantors Book Pago T R Sect QQ Reception Number Legal Description Interest M27705 000 1211f1983 BURLINGTONNORTHERN -ETAL BOOWPAGE 23 N 9 E 1 W25W 1.00000000 DOC.#840725 0712 M27705 000 12111198E BURLINGTON NORTHERN- ET AL BOOKJPAGE 23 N 9 E 1 1.00000000 DOC.#840725 Loll 10 (21 acres) 0712 M27705 000 1211f1983 BURLINGTON NORTHERN - ET AL BOOKMAGE 23 N 9 E 1 1.00000000 DOC4840725 Lot 11 (21 acres) 0712 M27705 000 1211/1983 BURLINGTON NORTHERN -ETAL BOOKIPAGE 23 N 9 E 1 1.00000000 DOC,040725 Lot 1 09.65 acres) 0712 M27705 000 1211/1983 BURLINGTON NORTHERN - ETAL BOOKIPAGE 23 N 9 E 1 1.00000000 DOC4840725 Lot 12 (40 acres) 0712 M27705 000 1211/1983 BURLINGTONNORTHERN -ETAL BOOKJPAGE 23 N 9 E 1 1.00000000 DOO.9840725 Lot 13 (40 acres) 0712 M27705 000 121111983 BURLINGTONNORTHERN -ETAL BOOKIPAGE 23 N 9 E 1 1,00000000 D001840725 Lot 14 (40 acres) 0712 M27705 000 12111190 BURLNGTON NORTHERN - ET AL BOOIUPAGE 23 N 9 E 1 II A0000000 DOC1840725 Lot 15 (37.5 acres) D712 M27705 000 1211I190 BURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 9 E 1 1.000QOODO D0130840725 Lot 16 (40.1 acres) 0712 M277D5 000 1211/1983. BURLINGTONNORTHERN -ETAL BOOKIPAGE 23 N 9 E 1 1-00000000 DOCA840725 Lot 17 (40 acres) 0712 M27705 000 1211/1983 BURLINGTON NORTHERN - ETAL BOOKIPAGE 23 N 9 E 1 1.00000000 DOC.#840725 Lot 18 (40 acres) 0712 M27705 000 1211f1983 BURLNGTON NORTHERN-ETAL BOOKIPAGE 23 N 9 E 1 1.00000000 DOC.#840725 Lot 19 (40 acres) 0712 M27705 000 12/111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 9 E 1 1.00000000 DOC.#840725 Lot 20 (21 acres) 0712 M27705 000 12/111983 BURLINGTON NORTHERN- 6T AL 1300KIPAGE 23 N 9 E 1 1.00000000 DOC.#?h4725 Lot 2 (37,4 acres) 0712 M27705 000 12/111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 9 E 1 1.00000000 DOCA#840725 Lot 5 (37.4 acres) 0712 Page 38 of 66 r 0 r Qh iD O O O 01 O N 00 Exhibit A 0 0 Attached to and made apart of that certain Statement of Claim to Minoral Interest dated: November 21, 2008 for King County, WA N File # Suffix Dated Grantors Book Page T R Sect QQ Reception Number Legal Description Interest M27705 O60 12f111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 9 E 1 1.00000000 DOC,#840725 Lot 6 (38.65 acres) 0712 M27705 000 1211/1983 BURLII4GTON NORTHERN - ET AL BOOKIPAGE 23 N 9 E 1 1 A0040044 DOC.N840725 Lot 7 (41.4 acres) 0712 M27705 000 1211/1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 9 E 1 1.00000000 ❑0C.10840725 Lot 8 (40 acres) 0712 M277D5 000 12/1/1963 BURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 9 E 1 1.00000000 DOC.#840725 Lot 9 (40 acres) 0712 M27706 000 121//1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 9 E 3 ALL 1.00000000 DOC.#840725 0712 M27707 000 1211I1983 BURLINGTON NORTHERN . ET AL BOOK/PAGE 23 N 9 E 5 S2S2 1.00000000 DOC A840725 0712 M27708 ODD 121111983 BURLINGTON NORTHERN- ET AL BOOKIPAGE 23 N 9 E 7 NENW 1.00000000 ❑OC.#840725 0712 M27708 OOD 121111983 BURLINGTON NORTHERN- Er AL BOOKIPAGE 23 N 9 E 7 NWNW 1.00000000 DOC4840725 AKA Lot 1 (35.11 acres) 0712 M27708 000 1211/1983 BURLINGTON NORTHERN- ET AL BOOK/PAGE 23 N 9 E 7 SENE 1.00000000 DOC,#840725 AKA Lot? (39.81 acres) 0712 M27708 000 12/111983 BURLINGTONNORTHERN-ETAL BOOKIPAGE 23 N 9 E 7 SENW 1,00000000 DOC-4840725 AKA Lot 5 (39.07 acres) 0712 M27708 000 12/1/1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 9 E 7 SWNE 1-00000000 DOC1840725 AKA Lot 6 (39.44 acres) 0712 M27708 000 12/1/1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 9 E 7 SWNW 1.00000000 DOCA340725 AKA Lot 2 (34.15 acres) 0712 M27708 00O 12/111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 9 E 7 W2NE 1.00000000 DO04840725 D712 M27709 000 1211/1983 BURLINGTONNORTHERN-ETAL BOOKIPAGE 23 N 9 E 9 N2NW 1.00000000 DOC4eM725 0712 M27709 000 1211/1983 BURLINGTON NORTHERN- IFTAL BOOKIPAGE 23 N 9 E 9 NWNE 1.00000000 DOC4840725 AKA Lot 1 (31.4 aces) 0712 Page 39 of 66 n. �s w a 0 0 m 0 [4 V- 00 Exhibit A 0 0 iV Attached to and made apart of that certain Statement of Claim to Mlnoral Interest dated Novomber 21, 2008 for King County, WA Fite # Suffix Dated Grantors Book Page T R Sect 00 Reception Number Legal Description Interest M27709 ODO 121111983 BURLINGTON NORTHERN'-- ET AL BOOKIPAGE 23 N 9 E 9 SENW 1.00000000 DOC.#840725 AKA Lot 3 (38.6 acres) 0712 M27709 ODO 12JI11983 BURLINGTON NORTHERN . ET AL BOOKIPAGE 23 N 9 E 9 SWNE 1.00000000 DOC.#840725 AKA Lot 4 (32.4 acres) 0712 M27709 000 121i119B3 BURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 9 E 9 $WNW 1.00000000 DOC.#840725 AKA Lot 2 (38.4 acres) 0712 M27710 000 12/1/1963 BURLINGTONNORTHERN - ET AL BOOWPAGE 23 N 9 E 11 NENE 1.00000000 DOC.#840725 AKA Lot 1 (39.05 acres) 0712 M27710 000 12/1/1983 13URLINGTON NORTHERN - ET AL BOOiUPAGE 23 N 9 E 11 NESW 1.00000000 DOC.#840725 AKA Lot 4 (39.76 acres) 0712 M27710 000 1211119$3 BURLINGTON NORTHERN • ET AL BOOKIPAGE 23 N 9 E 11 NWNE 1.00000000 DOCA840725 AKA Lot 2 (44.2 acres) 0712 M27710 000 12/1/1983 BURLINGTON NORTHERN - ET AL SOMPAGE 23 N 9 E 11 NWSW 1.00000000 DOGA840725 AKA Lot 5 (44 acres) 0712 M27710 000 12/111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 9 E 11 SE 1.00000000 DOC.#840725 0712 M27710 000 12/1/1983 BURLINGTON NORTHERN - ET AL, BOOKIPAGE 23 N 9 E 11 SENE 1.00000000 DOC.#840725 0712 M27710 000 1211/1983 13URLINGTON NORTHERN - ET AL SOOKIPAGE 23 N 9 E 11 SESW 1.ODOD0DD0 DOC.9840725 0712 M27710 000 1211/1983 BURLINGTON NORTHERN- ET AL BOOKIPAGE. 23 N 9 E 11 SWSE 1AQf}96QOD DOC.#840725 AKA Lot 3 (44A acres) 0712 M27710 000 12/111983 BURLINGTON NORTHERN- ET AL BOOKIPAGE 23 N 9 E 11 SWSW 1.00000000 DOC1840725 AKA Lot 6 (43.45 8cres) 0712 M27711 000 12/1/1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 9 E 15 NENE 1.0000000D DOC.#840725 AKA Lot 1 (44 acres) 0712 M27711 000 1211/1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 9 E 15 NESW 1.00000000 DOC.9840725 AKA Loi 4 (42 acre) 0712 M27711 000 12/1/103 BURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 9 E 15 NWNE 1.00000000 DOC.#840725 AKA Lot 2 (46.25 acres) 0712 Pago 40 of 66 CM O r a} 0 0 a C? r oo 0 a CA Exhibit A Attached to and made apart of that certain Statement of Claim to Mineral Interest dated November 21, 2008 for King County, WA File # Suffix Dated Grantors Book Paga T R Sect 4Q Reception Nulnher Legal Description Interest M2771i 000 121111983 66RLIN6TONNORTHGRN-f-TAL BOOKIPAGE 23 N 9 E 15 NWSW 1.00000000 DOC.#840725 AKA Lot 5 (40,6 acres) 0712 M27711 000 12/111983 BURLINGTONNORTHERN-ETAL BOOKIPAGE 23 N 9 E 15 S2SW 1.00000000 DOC4840725 0712 M27711 000 1211/1963 BURLINGTONNORTHERN-ETAL BOOK/PAGE 23 N 9 E 15 SE 1,00000000 DOC.#840725 0712 M27711 000 1211fi Ml BURLINGTON NORTHERN - ETAL BOOKIPAGE 23 N 9 E 15 $ENE 1.00000000 Doe.#84072s 0712 M27711 000 121IM983 BURLINGTON NORTHERN- ET AL BOOKIPAGE 23 N 9 E 15 SWNE 1.00000000 DOCA840725 AKA Lot 3 (41.5 acres) 0712 M27712 000 121111983 BURLINGTON NORTHERN- ETAL BOOKIPAGE 23 N 9 E 21 ME 1.00000000 DOC.9840725 0712 M27712 000 1211M983 BURLINGTONNORTHERN -ETAL BOOKIPAGE 23 N 9 E 21 NWNE 1.00000000 DOG.#840725 AKA Lot 1 (37.55 acres) 0712 M27712 000 12/1/1983 BURLINGTON NORTHERN- ETAL BOOKIPAGE 23 N 9 E 21 SWNE 1.00000000 DOC.#840725 AKA Lot 2 (38.4 acres) 0712 M27713 000 5/26/1988 SURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 9 E 27 NENE 1,00000000 8806280227 AKA Lot 1 (41.97 acres) M27713 000 5126M 988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 23 N 9 E 27 NWNE 1.00000000 $806280227 AKA Lot 2 (43.74 aUes) M27713 000 5/2611988 BURUNGTONNORTHERN -ETAL BOOKIPAGE 23 N 9 E 27 SENW 7-(10000000 8806280227 M27713 000 5/26/1988 BURLINGTON NORTHERN- ET AL BOOKIPAGE 23 N 0 E 27 SWNE 1.00000000 B806280227 M277t4 000 5f2611988 BURLINGTON NORTHERN- ET AL BOOKIPAGE 23 N 9 E 35 N2 1.00000000 8806280227 M27715 000 5I2611988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 24 N 5 E 3 SE5W 1.00000000 8806260227 M27716 00C 1211/1983 BURLINGTON NORTHERN - ET At, BOOKIPAGE 24 N 5 E 17 1.00000000 000.9840725 NE45E4 LESS 1.43 AC SOLD 0712 {38,57 acres) M27717 000 1211/1983 BURLINGTON NORTHERN • ET AL BOOKMAGE 24 N 5 E 21 S2NWSW 1.00000000 DOCAB40725 0712 M277143 000 12/111983 BURLINGTON NORTHERN • ET AL BOOKIPAGE 24 N 5 E 23 UNE 1-oo00a000 DOC.#840725 0712 Page 41 of 66 MN G 1' C] Oi O 04 T- oo 0 0 [*4 Exhibit A Attached to and made apart of that certain Statement of Claim to Minorar Interest dated Novombor 21, 2008 for King County, WA Fife # Suffix gated Grantors Book Page T R Soot 00 Reception Number Legal Description Interest M27718 000 1211/1983 BURLINGTON NORTHERN - ET AL BOM.PAGE 24 N 5 E 23 NESE 1.00000000 DOC-040725 0712 M27719 000 121111983 SURLING70N NORTHERN - Ir7 AL BOOWPAGE 24 N 6 E 3 NWSW 1.00000000 DOC.#840725 0712 M27719 000 121111983 BURLINGTONNORTHERN - ET AL BOOKJPAGE 24 N 6 E 3 $WNW 1.00000000 DOC1840726 0712 M27720 000 1211J1983 BURLINGTON NORTHERN- ET AL BOOKIPAGE 24 N 6 E 5 SE 1,00000000 DOC,#840725 D712 M27720 000 12JtJ1983 BURLINGTON NORTHERN- ET AL BOOKIPAGE 24 N 6 E 5 SENE 1,00000000 DOC1840725 0712 M27721 000 12/111983 BURLINGTON NORTHERN- ET AL BOOKIPAGE 24 N 6 E 13 N2SWSW 1.00000000 DOC.#840725 0712 M27721 000 12/111983 BURLINGTON NORTHERN • ET AL BOOKIPAGE 24 N 6 E 13 NWSW 1.00000000 DOC.#840725 0712 M27721 000 12/111983 BURLINGTON NORTHERN - ET Al. BOOKIPAGE 24 N 6 E 13 SESW 1.00000000 DOC.#84D725 0712 M127721 000 12/1/1983 BURLINGTON NORTHERN- ET AL BOOKIPAGE 24 N 6 E 13 SESWSW 1.00000000 DOC4840725 0712 M27721 000 12/1/1983 BURUNGTON NORTHERN - ET AL BOOKIPAGE 24 N 6 E 13 SWNW 1.00000000 DOC.#UD725 0712 M27721 000 1211/1983 BURL-03TON NORTHERN - ET AL BOOKIPAGE 24 N 6 E 13 SWSE 1.00000000 DOC4840725 0712 M27721 000 1211/1983 BURLINGTON NORTHERN - ET AL BOOKJPAGE 24 N B E 13 SWSWSW 1.00000000 DOC.9840725 0712 M27722 000 1211JJW3 SURLINGTONNORTHERN-ETAL BOOKIPAGE 24 N 6 E 15 SESW 1.00000000 DOC.#840725 0712 M27723 000 121111983 IURLINGTON NORTHERN - ET AL BOOKIPAGE 24 N 6 E 19 N2SE 1.00000000 DOC.1184072E 0712 M2T723 000 1211J1983 BURLINGTON NORTHERN - ET AL 90OK1PAGE 24 N 6 E 19 NWNE 1.00000000 DOC.#640725 0712 Page 42 of 66 Ln 0 so 0 0 0 m 0 [V r co v 0 [*I Exhibit A Attactted to and mado apart of that cortaln Statomont of CIaWm to Mineral Interest dated November 21, 2008 for King County, WA File # Suffix Dated Grantors Book Page T R Sect 00 Reception Number Legal Description Interest M27723 000 12/111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 24 N 6 E t9 NWNESW 1,0000000D OOC.0860725 0712 M27723 000 12/111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 24 N 6 E 19 SWSW 1.00000000 DOC.4840725 0712 M27723 000 12/111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 24 N 6 E 19 W2NENESW 1,00000000 DOC.4840725 0712 M27723 000 12/111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 24 N 6 E 19 W2SENE 1.00000000 DOC4840725 0712 M27721 000 12/111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 24 N 6 E 19 WEST 330 FEET OF NORTH 1,00000000 DOC.4840725 990 FEET OF FRACTIONAL 0712 NWNW, SOUTH 200 FEET OF THE WEST 99 FEET OF GOV'f LOT 1 (7.5 acres) M27724 000 12I111983 BURLINGTON NORTHERN - ET AL BOOKIPAC,E 24 N 6 E 21 NESE 1.00000000 DOC4840725 0712 M27724 000 1211/1983 BURLINGTONNORTHERN - ET AL BOOK/PAGE 24 N 6 E 21 SENE 1.DOOOGODO DOC.I1840725 0712 M27725 000 1211 /1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 24 N 6 E 23 S2MW 1.0DO00000 DOC4840725 0712 M27726 OOD 121111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 24 N 6 E 25 SENE 1-00000000 DOC4840725 0712 M27726 000 1211/1983 BURLINGTONNORTHERN - ET AL BOOKIPAGE 24 N 6 E 25 SENWSE 1-00000000 DOC4840725 0712 M27726 ODO 12I1I1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 24 N 6 E 25 PART SW4SW4, SE4SW4, 1.00000000 DOC1840725 SME4, NE4SE4, LESS BN 0712 RNV, LESS STATE ROAD (143.01 acres) M27727 ODO 121111983 BUFUNGTONNORTHERN - ET AL BOOKIPAGE 24 N 6 E 25 ABANDONED RIWACROSS 1.00000000 DOCA840725 5252, NW4SW4, NE4SE4 (13.5 0712 acres) M27728 000 7/2011987 BURLINGTON NORTHERN - ET AL BOOKIPAGE 24 N 6 E 25 TRACT IN N2NW4SE4 (51 1.00000000 9102061075 acres) M27729 DDO 121111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 24 N 6 E 27 S2SE 1.00000D00 DOC.4840725 0712 M27729 000 1211/1983 BURLINGTON NORTHERN- ET AL BOOKIPAGE 24 N 6 E 27 1.00000000 DOC4840725 NE4SE4, LESS4.09 AC RNV 0712 (36.91 acres) Page 43 of 66 to . �t a r 1T IUD 0 0 a tv r 00 Exhibit A N Attached to and made apart of that cerlaln Statemont of Claim to Mlneral Interost datod November 21, 2000 for King County, WA File # Suffix Dated Grantors Book Page T R Sect QQ Reception Number Legal Description interest M27730 000 1211$11988 BURLINGTON NOA74ERN. ET AL BOOK/PAGE 24 N 6 E 27 ASANOONED RlWACROSS 1.00000000 $812291307 E2 (9.I S acres) M27731 OOO 121111983 BURLINGTON NORTHERN- ET AL BOOKIPAGE 24 N 6 E 29 W2 1.00000000 DOC.4840725 0712 M27732 000 1211/1983 BURLINGTON NORTHERN • ET AL BOOKIPAGE 24 N 6 E 35 N29W 1,00000000 DOC.#840725 0712 M27732 000 12/111983 BURLINGTON NORTHERN- ET AL BOOKIPAGE 24 N 6 E 35 NW 1.00000000 DOC4840725 0712 M27733 000 V2611988 BURLINGTONNORTHERN - ET AL BOOKIPAGE 24 N 7 E 17 NWNW 1,00000000 8907070392 M27733 000 612811988 BURLINGTON NORTHERN • ET AL 300"AGE 24 N 7 E 17 S214W 1.00000000 8907070302 M277$$ 000 6/2611988 BURLINGTONNORTHERN - ET AL BOOKIPAGE 24 N 7 E 17 SESW 1.000000GO 8907070392 M27733 000 5126f1988 BURLINGTON NORTHERN- ET AL SOOKIPAGE 24 N 7 E 17 SWNE 1.00000000 8907070392 M27733 000 5126ft988 BURLINGTON NORTHERN- ET AL BOOKIPAGE 24 N 7 E 17 SWSE 1.00000000 8907070392 M27733 000 S12611988 13URLINGTON NORTHERN- ET AL BOOKIPAGE 24 N 7 E 17 W2NENW 1.00000G00 8907070392 M127734 000 121IM183 BURLINGTON NORTHERN - ET AL BOOKIPAGE 24 N 7 E 17 E.2E2 1.00000000 OOC MU0725 0712 M27734 OOG 1211/1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 24 N 7 E 17 N2S2SWSW 1.00000000 DOC A840725 0712 M27734 000 1211/1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 24 N 7 E 17 N2SW 1.00000000 DOC.4840725 0712 M27734 000 1211/1983 BURLINGTON NORTHERN - ET AL BOOKlPAGE 24 N 7 E 17 N2SWSW 1.00000000 DOC1840725 0712 M27734 000 121111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 24 N 7 E 17 S282SWSW 1.06000000 DOC1840725 0712 M27735 000 1211/1983 8URLINGTON NORTHERN . ET AL BOOKIPAGE 24 N 7 E 21 NEME 1.00000000 DOC.#840725 0712 M27735 000 12I111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 24 N 7 E 21 NWNW 1.00600000 DOC.#840725 0712 Page 44 of 66 f,- 0 m m 0 ca 0 m 0 N 0o Exhibit A 0 Attached to and made apart of chat certain State mont of Glalm to Mlnoral Interest dated November 21, 2008 far King County, WA N Fite # Suffix Dated Grantors Book Page T R Sect 00 Reception Number tj+ 7735 000 12J111983 RURLINGTON NORTHERN • FT AL BOOKIPAGE 24 N 7 E 21 SWSW DOC,#840725 0712 M27736 000 12/1/1985 BURLINGTON NORTHERN - ET AL BOOKIPAGE 24 N 7 E 27 NWNENW DOC4840725 0712 M27737 000 5126119aa BURLINGTON NORTHERN _ ET AL BOOKIPAGE 24 N 7 E 27 NENENW 8806280227 M27737 000 5126/1988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 24 N 7 E 27 S2NENW 8806780227 M27737 000 5126/1988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 24 N 7 E 27 SENW 8806280227 Legal Doscriptlon Interest 1.00000000 M27738 000 12M6;1988 BURLINGTON NORTHERN - ET AL B00K/PAGE 24 N 7 E 29 ABANDONED RIW ACROSS 8812291307 SW4 M27739 000 12/1611988 BURLINGTON NORTHERN - ET AL BOOK/PAGE 24 N 7 E 30 ABANDONED RMlACROSS 8812291307 52 (7 acres) M27740 000 6/8/1989 BURLINGTON NORTHERN - ET AL BOOKIPAGE 24 N 7 E 31 E2 LESS NORTH 150 FT 8907070392 THEREOF (311.62 acres) M27741 000 121111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 24 N 7 F 31 DOCA840725 FRL W2 LESS NORTH 150 FT 0712 THEREOF (309.9S acres) M27742 000 12/1/1983 BURLINGTON NORTHERN - ET AL BOOK/PAGE 24 N 7 E 35 ALL DOC.#840725 0712 M27743 000 12/111983 BURLINGTON NORTHERN- ET AL BOOKIPAGE 24 N 8 E 25 SESE DOG.#840725 0712 M27744 000 2/24/1989 BURLINGTON NORTHERN- ET AL BOOKIPAGE 24 N 8 E 31 AFND1020610 LOTS 3 & 4, LESS 20.92 AC 75 HIGHWAY R/W (59.14 acres) M27745 000 12/111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 24 N 8 E 31 NWSE Doe.040725 0712 M27740 000 5l261988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 24 N 8 E 31 E2SW 8806280227 M27746 000 5/26/1988 BURLINGTONNORTHERN - ET AL BOOKIPAGE 24 N 8 E 31 SWSE 8806280227 M27746 000 5126/1985 BURLINGTONNORTHERN - ET AL BOOKIPAGE 24 N 8 E 31 HIGHWAY RMACROSS 8806280227 SW4SW4 (20.92 acres) M277e7 000 12MI 98`3 613RI_INf3TON NORTHERN - ET AL BnnuroArE 24 M o 5 25 .111E DOG1840725 0712 %127748 000 5/2611988 BURLINGTON NORTHERN ETAL BOOKIPAGE 24 N 10 E 7 ALL 8806280227 Page 45 of 66 1.00000000 1.00000000 1.00000000 1.00000000 1.00000000 1,O000D000 1.00000000 1.00000000 1.00000000 1.00000000 1100000000 1.00000000 1.000000DD 1.00000000 1.00000000 1.0000009D 1.00000000 CO v 0 r m 0 0 0 0 m 0 00 Exhibit A 0 Attached to and made apart of that certain Statement of Claim to Mlnaral Inlcrost datod November 21, 2000 for King County, WA 04 File # Suffix Dated Grantors Book Page T R Sect 00 Reception Number Legal Description Interest M27749 006 612011936 BURLINGTON NORTHERN • ET AL BOOKIPAGE 24 N 10 E 9 SW 1.00000000 8907070392 M27750 000 51261198E BURLINGTON NORTHERN . ET AL 6OOKIPAGE 24 N 10 E 9 E2 1.00000a0O 8806280227 M27750 000 5126/1958 BURLINGTON NORTHERN - ET AL BOOKIPAGE 24 N 10 E 9 NW 1.00000000 8806280227 M27751 000 51261198E BURLINGTON NORTHERN - ET AL BOOKIPAGE 24 N 10 E 11 ALL 1.00000000 $800280227 M27752 000 1211/1983 BURLINGTON NORTHERN - ET At BOOKIPAGE 24 N 10 E 15 NZNE 1.00000000 DOC.#840725 0712 M27752 000 121111983 BURLINGTONNORTHERN-ET AL SOOKIPAGE 24 N 10 E 15 NWSE 1.00000000 DOC.#840725 0712 M27752 000 1211AWS BURLINGTONNORTHERN - Er At BOOKIPAGE 24 N 10 E 15 SWNE 1.00DOOD00 DOC.#840725 0712 M27752 000 12Ill983 BURLINGTONNORTHERN - ET AL BOOKIPAGE 24 N ID E 15 W2 1.DM000000 DOC.#840725 0712 M27753 000 512611988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 24 N 10 E 19 ALL 1.00000000 8806280227 M27754 000 I M11983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 24 N 10 E 23 SESE 1.00000000 OOC.#840725 AKA Lot 1 (42.76 acres) 0712 M27754 000 12/1/1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 24 N 10 E 23 SESW 1.00000000 DOC1840725 AKA Lot 3 (44.13 acres) 0712 M27754 000 12l111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 24 N 10 E 23 SWSE 1.00000000 0OC.-#B40725 AKA Lot 2 (43.45 acres) 0712 M27754 000 1211/1983 BURLINGTON NORTHERN - ET AL SOOKIPAGE 24 N 10 E 23 $WSW 1.00000000 DOC4640725 AKA Lot 4 (44-82 #eras) 0712 M27755 000 12/1/1983 BURLINGTON NORTHERN - ET AL 8OOKIPAGE 24 N 10 E 25 NENW 1.00000000 DOC.#840725 AKA Lot 3 (38.85 acres) 0712 M27765 000 12/1/1983 BURLINGTON NORTHERN - E7 AL BOOKIPAGE 24 N 10 E 25 NWNE 1.00000030 DOC4840725 AKA Lot 2 (38.69 acres) 0712 M27755 000 1211/1983 BURLINGTONNORTHERN - ET AL BOOKIPAGE 24 N 10 E 25 NWNW 1.0000D000 DOC-#840725 AKA Lot 4 (39.12 acres) 0712 M27755 000 12fl/1983 BURLINGTON NORTHERN- ET AL BOOKIPAGE 24 N 10 E 25 SENW 1,00000000 DOC4840725 AKA Lot 6 (38.73 acres) 0712 Page 46 of 66 m 0 r m co 0 0 0 m 0 N r co 0 0 N Exhibit A Attached to and made apart of that certain Statement of Claim to Mineral Intorest datod November 21, 2008 for King County, YYA File # Suffix Dated Grantors Book Page T R Sect QQ Recflptlon Nambar Legal Description Interest M27755 000 12f1f1963 BURLINGTON NORTHERN - ET AL BOOKIPAGE 24 N 10 E 25 S£SE 1.00000000 DOC.#840725 AKA Lot 8 (38.5 acres) 0712 M27755 000 1211/1983 BURLINGTON NORTHERN - E7 AL BOOKIPAGE 24 N 10 E 25 SWNE 1.00000000 DOC.9840725 AKA Lot 7 (38.77 acres) 0712 M27755 000 12/1/1983 BURLINGTON NORTHERN- ET AL BOOKIPAGE 24 N 10 E 25 SWNW 1.00000000 DOC.#840725 AKA Lot 5 (39 acres) 0712 M27756 000 1211/1963 BURLINGTON NORTHERN - ET AL BOOKIPAGE 24 N 10 E 27 NESW 1.00000000 DOC.#840725 AKA Lot 3 03.12 acres) 0712 M27756 000 121111,M BURLINGTON NORTHERN- ET AL ROOKIPAGE 24 N 10 E 27 N WSE 1.0DD00000 OOC.#840725 AKA Lot 2 (33.46 acres) 0712 M27756 000 12/1/1963 BURLINGTONNORTHERN-ETAL ROMPAGE 24 N 10 E 27 NWSW 1-00000000 DOC-#840725 AKA Lot (32.85 acres) 0712 M27756 000 121t/1983 BURLINGTONNORTHERN-ETAL BOOKIPAGE 24 N 10 E 27 S2NW 1-00000000 DOC.4640725 0712 M27756 000 12/1/1983 RURLINGTON NORTHERN- ET AL BOOKIPAGE 24 N 10 E 27 SESW 1.00000000 DOC4840725 AKA Lot 6 03.15 acres) 0712 M27750 000 12/111993 BURLINGTONNORTHERN-ETAL BOOKIPAGE 24 N 10 E= 27 SW 1.00000000 DOC.#840725 0712 M27756 000 121111ga3 BURLINGTONNORTHERN-ETAL BOOKIPAGE 24 N 10 E 27 WINE 1.00000000 DOC.#840725 0712 M27756 000 12/111953 BURLINGTON NORTHERN- ET AL BOOKIPAGE 24 N 10 E 27 SWSE 1-00000000 DOG.#840725 AKA Lot 7 (33.46 acres) 0712 M2775G 000 1211J1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 24 N 10 E 27 SWSW 1.00000000 DOC-#640725 AKA Lot 5 (32.88 acres) 0712 M2775G 000 12/111963 BURLINGTON NORTHERN - ET AL BOMPAGE 24 N 10 E 27 W2SE 1.D0000000 DOC-#640725 0712 M27757 000 5126/1988 BURLINGTON NORTHERN- ET AL BOOKIPAGE 25 N 8 E 5 NW 1.00000000 00062S0227 M27768 000 12/1/1083 BURLINGTON NORTHERN- ET AL BOOKIPAGE 25 N 9 E 13 NE 1.000000130 00C.#840725 0712 Page 47 of 66 O . Q T 0 a 0) 0 04 T- oo Exhibit A 0 Attached to and made apart of that certain Statement of Claim to Mineral lnterost dated November 21, 2008 for King County, WA CV File # Suffix Dated Grantors Book Page T R Sect QO Receptlon Numpor Legal Dostription Interest M27758 000 12/111963 BURLINGTON NORTHERN -ETAL BOOKIPAGE 25 N 9 E 13 S2 1.00000000 DOC1840725 D712 M27759 000 91211199D BURLINGTON NORTHERN - ET AL DOC 25 N 12 E 6 S2SE i.00000000 49010310136 M27759 000 9121/1990 BURLINGTON NORTHERN - ET AL DOC 25 N 12 E 6 GOVT LOT 1 LESS SN RAN, 1.0000D000 49010310136 LOT 2 (76.01 acres) M27760 DOD 12/1/1983 BURLINGTON NORTHERN- ET AL BOOKIPAGE 26 N $ E 3 1.00000000 DO C.#840725 STRIP OF LAND IN 8W4NE4 0712 (3.62 acres) M27761 000 1211/1983 BURLINGTONNORTHERN-ETAL BOOKIPAGE 26 N 6 E 25 NENW 1.00000000 DOCAM0725 0712 M27762 000 5/26/1986 BURLINGTON NORTHERN ET AL BOOKIPAGE 26 N 6 E 25 W2SE4NE4 AND LOTS 1 & 3 IN 1,00000000 6806280227 KING COUNTY SHORT PLAT NO 128002OR LOCATED IN THE E2SE4NE4 (30 acres) M27763 000 51261198E BURLINGTON NORTHERN • ET AL BOOKIPAGE 26 N 6 E 35 NWSE 1.00000000 8806280227 M27764 000 12/1/1983 BURLINGTON NORTHERN - ET AL BOOKMAGE 26 N 9 E 1 SESE 1.00000000 DOC1840725 AKA Lot 14 (38.87 acres) 0712 M27764 000 121111983 BURLINGTON NORTHERN- ET AL BOOKIPAGE 26 N 9 E 1 W2SE 1.00000000 DOC.#84D725 0712 M27765 000 1211/1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 26 N 9 E 3 NESW 1.00000000 DOC.#84072$ AKA Lot 14 (37.81 acres) 0712 M27765 000 1211/1083 BURLINGTONNORTHERN-ETAL BOOKIPAGE 26 N 9 E 3 NWSW 1,00000000 DOC.#84D725 AKA Lot 13 (37.04 acres) 0712 M27765 000 12/111983 BURLINGTONNORTHERN -ETAL BOOKMAGE 26 N 9 E 3 SENW 1,00000000 DOC.#840725 AKA Lot 11 (37.69 acres) 0712 M27765 000 12/111963 BURLINGTON NORTHERN - ET AL BOOKIPAGE 26 N 9 E 3 SESW 1.00000000 DOCAM725 AKA Lot 15 (36.12 acres) 0712 M27765 000 12/1/1983 BURLINGTON NORTHERN - ET AL BOOKMAGE 28 N 9 E 3 SWNE 1.00000000 DOC.9840725 AKA Lot 10 (39.17 acres) 0712 M27765 000 12iiii983 B URUNGTON NORTHERN -ET AL BOOKIPAGE 26 N 9 E 3 SWNW 1.00000000 DOC.#840725 AKA Lot 12 (37.69 acres) 0712 M27765 000 12/111983 BURLINGTON NORTHERN- t:T AL BOOKIPAGE 26 N 9 E 3 SWSW 1.00000000 DOC.9840725 AKA Lol 16 (38.28 acres) 0712 Page 48 of 66 r up C r O O O t3) O LV 00 Exhibit A o Attached to and made apart of that certain Statement of Claim to Mine rat Interest dated November 21, 2008 for Fling County, WA C4 File # Suffix Dated Grantors Book Page T R Sort QQ Reception Numbor Legal Description Interest M27765 000 12l111983 BURUNGT Oia NORTHERN - ET AL BOOKIPAGE 26 N 4 E 3 1.00000000 DOC.#840725 LOT 3 (42,19 acres) 0712 M27765 000 12/1/1983 BURLINGTONNORTHERN -ETAL BOOKIPAGE 26 N 9 E 3 1.00000000 DOC.#840725 LOT 4 (41.06 acres) 0712 M27765 000 1211/1983 BURLINGTO14NORTHERN -ETAL BOOKPAGE 26 N 9 E $ 1.00000000 DOC.4840725 LOT 5 (37.39 acres) 0712 M27765 000 1211/1983 BURLINGTON NORTHERN- ETAL BOOKWAGE 26 N 9 E 3 1.00000000 DOC.#840725 LOT 6 (37.39 acres) 0712 M27765 000 1211fl983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 26 N 9 E 5 NENE 1.00000000 DOG4840725 AKA Lot 8 (40 acres) 0712 M27766 000 1211AM BURLINGTONNORTHERN-ETAL BOOKIPAGE 26 N 9 E 5 NENW 1.00000000 DOG.4840725 AKA Lot 6 (40 acres) 0712 M27766 000 121111983 BURLINGTONNORTHERN-ETAL BOMPAGE 26 N 9 E 5 NWNE 1,00000000 DOC.#840725 AKA Lot 7 (40 acres) 0712 M27766 000 12f111983 BURLINGTON NORTHERN- ETAL BOOKIPAGE 26 N 9 E 5 NWNW 1.00000000 DOG.#840725 AKA Lot 5 (40 acres) 0712 M27766 000 1211/1983 BURLINGTON NORTHERN-ETAL BOOKIPAGE 26 N 9 E 5 SENE 1.00000000 DOC.#840725 AKA Lot 9 (40 acres) 0712 M27766 D00 12/111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 26 N 9 I✓ 5 SENW 1.00000000 DOCA840725 AKA Lot 11 (40 acres) 0712 M27766 000 12/111963 BURLINGTON NORTHERN - ET AL BOOKIPAGE 26 N 9 E 5 SW 1.00000000 Doc.#040725 0712 M27766 000 1211/1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 26 N 9 E 5 SWNE 1,00000000 DOCA040725 AKA Lot 10 (40 acres) 0712 M27766 000 12M fl983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 26 N 9 E 5 SWNW 11.00000000 DOG.#840725 AKA Lot 12 (40 acres) 0712 M27766 000 121111983 SURLINGTON NORTHERN - ET AL BOOKIPAGE 26 N 9 E 5 1.00000000 DOG.0840725 LOT i (39A.acres) 0712 M27766 000 1211/1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 26 N 9 E 5 1.00000000 DOC.0840725 LOT (38.93 acres) 0712 Page 49 of 66 CV W) d [tS CD d O O 07 O CNt 00 0 0 CV Exhibit A Attached to and made apart of that certain Statement of Claim to Mlnoral Interest dated November 21, 2009 for King County, WA File # Suffix Dated Grantors Book Page T Ft Sect (10 Reception Number Legal Description Interest M27766 000 12I11t963 BURLINGTONNORTHERN-ET"AL BOOKIPAGE 26 N 9 E 5 1,00000000 DOCA840725 LOT 3 (38.77 acres) 0712 M27766 000 121111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 26 N 9 E 5 1,00000000 DOC.#840725 LOT 4 (38.6 acres) 0712 M27767 000 1211/1983 BURLINGTON !NORTHERN - ET AL BOOK/PAGE 26 N 9 E 7 E2W2 1.00000000 DOG.#840725 0712 M27767 000 121111983 BURLINGTON NORTHERN - ET AL BOOKMAGE 26 N 9 E 7 NENE 1.00000000 DOC.#840725 AKA Lot 1 (39.91 acres) 0712 M27757 000 121111983 BURLINGG70N NORTHERN - ET AL BOOKIPAGE 26 N 9 E 7 NWNE 1.00000000 DOC.#840725 AKA Lot 2 (39.91 acres) 0712 M27767 000 12/111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 26 N 9 E 7 XwMW 1.00000000 DOC.#840725 AKA Lot 3 (45.22 acres) 0712 M27767 000 12/111983 BURLINGTON NORTHERN- ETAL BOOKIPAGE 26 N 9 E 7 NWSW 1.00000000 DOC.#840725 AKA Lot 7 (44.35 acres) 0712 M27767 000 12/111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 26 N 9 E 7 SENE 1.00000000 DOC.#840725 AKA Lot 6 (39-72 acres) 0712 M27767 000 12/111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 26 N 9 E 7 SWNE !IM000000 DOC.#840725 AKA Lot 5 (39.72 acres) 0712 M27767 000 12I1H9B3 BURLINGTON NORTHERN - ET AL BOOKIPAGE 26 N 9 E 7 SWNW i.00000000 0004840725 AKA Lot 4 (44.74 acres) 0712 M27767 000 121111983 BURLINGTON NORTHERN- ET AL BOOKIPAGE 26 N 9 E 7 SWSW 1.00000000 DOC.#840725 AKA Lot 8 (43.92 acres) 0712 M27768 000 1211I1983 BURLINGTON NORTHERN- ET AL BOOKIPAGE 26 N 9 E 11 SW 1.00000000 DOC.#840725 0712 M27769 000 12l AO" BURLINGTON NORTHERN- ET AL $OOKIPAGE 26 N 9 E 15 N2SE 1.00000000 DOC.9840725 0712 M27769 000 1211AM BURLINGTON NORTHERN - ET AL BOOKIPAGE 26 N 9 E 15 NE 1.000D0000 DOOX840725 0712 M27769 000 12111/1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 26 N 9 E 15 NESW 1.00000000 DOC.#840725 0712 Page 50 Of 66 0 L0 0 m to a a 0 m a N 0o Exhibit A 0 G Attached to and made apart of that cortdin Statomont of Claim to Mineral Interest dated Novo mbar 21, 2008 for tong County, WA N File # Suffix Dated Grantors Book Page T R Soft 00 Rocoption Number Legal Descraptlon Interest M27769 000 12/111963 BURLINGTON NORTHERN BOOKIPACE 26 N 9 E 15 SESE 1,00000000 DOC.#640725 0712 M27770 000 121111983 BURLINGTON NORTHERN .ETAL BOOKIPAGE 26 N 10 E 1 N2 1.00000000 DOC.#840725 0712 M27771 000 5126119a$ BURLINGTON NORTHERN- ET AL HOOKlPAGE 26 N 10 E 1 SE 1.00000000 13606280227 M27772 000 9/21/1990 BURLINGTON NORTHERN - ET AL DOG 26 N 10 E 3 N2NN1 #9010310136 Lot 3 49,67 acres)1.00000000 AKA L ( M27772 000 9/2111900 BURLINGTON NORTHERN - ET AL DOC 26 N 10 E 3 NESF 1.00000000 #9010310136 AKA Lot b (23.33 acres) M27772 000 9121119SD BURLINGTON NORTHERN - ET AL DOG 26 N 10 E 3 NESW 1.0000D000 #9010310136 AKA Lot 7 (37.2 acres) M27772 000 9/21/1900 BURL INGTONNORTHERN -ET AL DOC 26 N 10 E 3 NWSE 1.00000000 #9010310136 AKA Lot 6 33.95acres M27772 000 9/21/1990 BURLINGTON NORTHERN - ET AL DOC 26 N 10 E 3 SESE 1.00000000 #9010310136 AKA Lot B (2&-58 aces} M27772 000 912111990 BURLINGTON NORTHERN - ET AL DOC 25 N 10 E 3 SESW 1.00000000 #9010310136 M27772 000 9/21/1990 BURLINGTON NORTHERN- ET AL DOC 26 N 10 E 3 SWSE 1.00000D00 #9010310136 M27772 000 9/2111990 BURLINGTON NORTHERN- ET AL DOC 26 N 10 E 3 W2SENW 99010310136 AKA Lot ( acres)1.00000000 M27772 000 9/211100 BURLINGTON NORTHERN -ET AL DOC 26 N 10 E 3 W2SW 1,00000000 . #9010$10136 M27773 000 9/21/1990 BURLINGTON NORTHERN • ET AL DOG 28 N 10 E 11 NESE 1.00000000 99010310136 AKA Lot 32.92 acres) M27773 000 9/21/1990 BURLING I ON NORTHERN - ET AL DOC 2b N 10 E 11 NWSE 1.00000000 #9010310136 AKA Lot S (36A acres) M27773 000 9/21/1990 BURLINGTON NORTHERN • ET AL DOC 26 N 10 E 11 S2SWSE 1.00000000 #9010310136 AKA Lot 12 13.61 acres) M27773 000 9121/1990 BURLINGTON NORTHERN • ET AL DOG 26 N 10 E t 1 1.00000000 #9010310136 LOT 11 74 acres) M27773 000 9121/1990 BURLINGTON NORTHERN - ET AL DOC 26 N 10 E 11 1.00000000 #9010310136 LOT 13 M. 13 acres) M27774 000 912111990 BURLINGTON NORTHERN - ET AL DOC 26 N 11 E 1 NENE 1.00000000 #9010310136 AKA Lot 1 (39 95 arras) M27774 000 91211199D BURLINGTON NORTHERN - ET AL DOC 26 N ii E 1 NENW 1.0000D000 W9010310136 AKA Lot 3 (39.74 acres) M27774 000 91211199D BURLINGTONNORTHERN - ET AL DOG 26 N 11 E 1 NWNE 1,00000000 49010310136 AKA 2 3$,64aCTes ( ) M27774 000 9/21/1990 BURLINGTONNORTHERN - ET AL DOC 26 N 11 E 1 NWNW 1.00D00000 #9010310136 AKA Lot 4 39.63acres () Page 61 of 66 uU 0 rn m 0 0 C3 0 N co a 0 N Exhibit A Attached to and made apart of that cortaln $tatemont of Claim W MInoral Interest dated Novo mber 21, 2008 for King County, WA File # Suffix Dated Grantors Book Page T R Sect 00 Reception Number Legal Description Interest M27774 000 9/21 /1990 BURLINGTON NORTHERN • ET AL DOC 26 N 11 E 1 S2 1-130000000 #9010310136 M27774 000 9/21/1990 BURLINGTON NORTHERN - ET AL 000 26 N 11 E 1 SM 1.00000000 #9010310156 M27775 000 9/21/1990 BURLINGTON NORTHERN - ET AL DOC 26 N 11 E 3 NENE 1,00000000 #9010310136 AKA Let 1 (40.34 acres) M27775 000 9121/1990 BURLINGTON NORTHERN - ET AL DOC 26 N 11 E 3 N ENW 1.00000000 09010310136 AKA Lot (40.16 acres) M27775 000 W2111990 BURLINGTON NORTHERN - ET AL DOC 26 N 11 E 3 N WNE 1.00000000 49010310136 AKA Lot 2 40.26 acres ) ( M27775 000 9/2111990 BURLINGTON NORTHERN - ET AL DOC 26 N 11 E 3 NWNW 1.00000000 #9010310136 t 4 AKA Lot 40.1 acres) { M27775 000 912IM 990 BURLINGTON NORTHERN - ET AL DOC 26 N 11 E 3 $2 1,00000000 #9010310136 M27775 000 9121/1990 BURLINGTON NORTHERN - ET AL DOC 26 N 11 E 3 S2N2 1.00000000 #9010310136 M27776 000 9/2111990 1URLINGTON NORTHERN - ET AL DOC 26 N 11 E 9 E2 1.00000000 #0010310136 M27777 GOD 9/2211990 BURLINGTON NORTHERN - ET AL DOC 26 N 11 E 10 ALL 1.00000000 #9010310136 M27776 000 9/21/1990 BURLINGTON NORTHERN - ET AL DOC 26 N 11 E 12 E2N E 1.00OODODD #9010310136 M27776 D00 9/21/1990 BURLINGTON NORTHERN - ET AL DOC 26 N 11 E 12 SE4SE4 LESS E2NE4$E4SE4 1.000000D0 #9010310136 (35 acres) M27779 000 9/2111990 BURLINGTON NORTHERN - ET AL DOC 26 N 11 E 13 N2 1.ODp00p00 #9010310136 M27779 000 9/21/1990 BURLINGTON NORTHERN . ET AL DOC 26 N 11 E 13 N2S2 1.00000000 #9010310136 M27779 000 9/21/1990 BURLINGTON NORTHERN - FT AL DOC 26 N 11 E 13 SESE #9010310136 AKA 1 (40.91 acres)1.00000000 M27779 000 W2111990 BURLINGTON NORTHERN - ET AL DOC 26 N 11 E 13 SESW 1.00000000 #9010310136 qt{q Lot 3 44.54 acres ( ) M27779 000 W21/1990 BURLNGTON NORTHERN • ET AL DOC 26 N 11 E 13 SWSE 1.00000000 #9010310136 AKA Lot 2 42,72 acres ), M27779 000 9/2111990 BURLINGTON NORTHERN - ET AL DOC 26 N 11. E 13 SWSW 1.00000000 #9010310136 AKA Let 4 {46,35 acres ) M27760 000 9121/1990 BURLINGTON NORTHERN- ETAL DOC 26 N 11 E I$ WNW 1.00000000 #9010910136 M277RO 000 al21!1 agn 13UR1.1NCTON NORTHF92N - FT AL DOC 26 N 11 E 15 N12SE . 0nnnnnGO #9010310136 M27780 000 Ot2i11990 BURLINGTON NORTHERN - ET AL DOC 26 N 11 E 1$ NE 1,OD000ODO #9010310136 M27780 000 9121I11990 BURLINGTON NORTHERN - ET AL DOC 26 N 11 E 15 FRL N2, FRL SE4 AKA: GOVT 1.00000000 19010310136 LOTS 1, 2, 3, 4 (216.24 acres) Page 52 of 66 Iui a w m a 0 0 w 0 04 00 Exhibit A 0 Attached to and made apart of that certain Statoment of Claim to Mlnoral Intorest dated November 21, 2000 for King County, WA lV File # Suffix Dated Grantors Book Page T R Soct 00 Recaption Number M 27781 000 V2611988 BURLINGTON NORTHERN - E7 AL BOOKIPAGE 26 N 11 E 19 W2 8806280227 M27782 000 121111983 BURLINGTON NORTHERN- ET AL SOOK/PAG5 26 N 11 E 22 SE DOC.#840725 0712 Legal Descrlptlan Interest 1, 0000000D 1.00000000 M27783 000 912111990 BURLINGTON NORTHERN - ETAL DOC 26 N 11 E 25 LOTS 1, 2, 8, 142NE4 LESS PT 1.00000000 #9010310136 CONVEYED BY DEED TO USA M27764 000 12/111983 BURLINGTON NORTHERN -ETAL BOOKIPAGE 26 N 11 E 26 DOC.#840725 0712 M27785 000 W2111990 BURLINGTONNORTHERN -ETAL DOC 26 N 11 E 31 NENW #9D10310136 M27785 000 9121/1990 BURLINGTON NORTHERN - ET AL DOC 26 N 11 E 31 N WNW #901031D136 M27785 D00 912111900 BURLINGTON NORTHERN - ET AL DOC 26 N 11 E 31 NWNWNE #9010310136 M27785 000 912111990 BURLINGTON NORTHERN - ET AL DOC 26 N 11 E 31 NWSW #9010310136 M27785 000 9/2111990 BURLINGTON NORTHERN - ET AL DOG 26 N 11 E 31 SWNW #9010310136 M27785 000 9/2111990 BURLINGTON NORTHERN - ET AL DOC 26 N 11 E 31 SWSW #9010310136 M27785 000 9121f1990 BURLINGTON NORTHERN - ET AL DOC 25 N 11 E 33 NWNW #9010310136 M27786 000 9121/1990 BURLINGTON NORTHERN - ET AL DOC 26 N 11 E 33 S2SW #9010310136 M27786 000 912IM90 BURLINGTON NORTHERN • ET AL DOC 26 N 11 E 33 SWNW #9010310136 M27786 000 9121/1990 BURLINGTON NORTHERN - ET AL DOC 26 N 11 E 33 #90103t01M M27787 000 5126/1988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 26 N 11 E 33 NENW 8806280227 M277R7 00D 572811968 BURLINGTON NORTHERN - ET AL BOOKIPAGE 26 N 11 E 33 SEN W 8806280227 M277BB 0D0 912V1990 BURLINGTON NORTHERN - ET AL DOC 26 N 11 E 35 #9010310136 Page 53 of 66 (EPA), PT OF N2NE4NW4 LYING EAST 01: BECKLER RIVER, S2N2SW4 LYING WEST OF BECKLER RIVER, PT OF LOT 9 LYING SOUTH OF BN RMl, SE4SE4 LESS BN R1W (224.44 acres) 1.00000D00 PART OF LOT 5 (26.0 acres) AKA Lot 9 (33.44 acres) 1.00000000 AKA Lot 4 (52.0 acres) 1.00000000 AKA Lot 6 (5.9 acres) 1 MOOOD00 AKA Lot 6 (48.46 acres) 1.00000000 1,00000000 AKA Lot 5 (48.68 acres) AKA Lot 7 (48.25 acres) 1.00000000 AKA Lot 2 (38.$ acres) 1.00000000 1.00000000 1.00000000 GOUT LOTS 4, 5, W2SE4 LESS 1,00000000 WEST 264 FT OF NORTH 495 FT 1.00000000 AKA Lot 1 (31 acres) 1,00000000) AKA L313 (32.5 acres , FRL S2 AKA GOUT LOTS 1.00000000 1,2,3,4,5,0,7,E (299.7acres) CID W) G r M O G C 01 O LV r ao a 0 04 Exhibit A Attached to and made a part of that certain Statement of Cialm to Mineral Interest dated November 21, 2008 for King County, WA File # Suffix Dated Grantors Book Page T R Sect 00 Reception Number Legal Oescrlptlon Interest M27789 000 9/2111990 BURLINGTON NORTHERN - ET AL DOC 26 N 12 E 26 THAT PART OF SE4SE4 1,00000000 #9010310136 LYING SOUTHERLY OF BN R1W (35,71 acres) M27790 000 912111990 BURLINGTON NORTHERN - ET AL DOC 26 N 12 E 27 THAT PART OF S2SE4 & 1.00000000 #9010310136 SE4SW4 LYING SOUTHERLY OF ON RNV (38.4 acres) M27791 000 9121A 990 BORLINGTON NORTHERN - ET AL DOC 25 N 12 E 28 THAT PART OF THE 62 LYING 1.00000000 #9010310136 SOUTHERLY OF ON R(W, AKA: PT OF SW4SE4 & SE4SW4 LYING SOUTH OF BN RfW (20.23 acres) M27792 000 9121M 990 BURLINGTON NORTHERN - ET AL DOC 26 N 12 E 30 E 213RDS OF S 314TH OF 1,00000000 #9010310136 SE4SE4 (20 acres) M2779$ 000 9121/1990 BURLINGTON NORTHERN - ET AL DOC 26 N 12 E 31 N2NE4NE4, W2NE4 LESS BN 1,00000000 #9010310136 RR R1W, AND LESS COUNTY RD; GOVT LOTS 1, 2.3.4, SE4 LESS BN RNV; PT OF N2SE4NE4 LYING WEST OF FOSS RIVER & EAST OF ON RAN LESS 100' GREAT NORTHERN R/W; E2W2 LESS COUNTY RD, LESS BN RNV, LESS PT LYING WITHIN THE SHORELINES OF THE TYE RIVER (549.8 acres) M27794 000 12/111983 BURLINGTON NORTHERN - ET AL BOOK/PAGE 26 N 12 E 31 S2NENE 1.00000000 DOC_#840725 0712 M277DS 000 $411987 BURLtNGTON NORTHERN -ETAL SOMPAGE 26 N 12 E 31 PART OF NE4NW4 LYING 'IM000000 AF#91020510 SOUTHWESTERLY OF 75 SKYKOMISH RIVER & NORTHEASTERLY OF US HWY - 2 (2.7 acle8) M27796 000 9121/1990 BURLINGTON NORTHERN - ET AL DOC 26 N 12 E 32 NENW 1.00000000 09010310116 M27796 000 9121/1990 BURLINGTONNORTHERN-ET AL DOC 26 N 12 E 32 NWSE 1,00000000 #9010310136 M27796 000 9/21/1990 BURLINGTON NORTHERN - ET AL DOC 26 N 12 E 32 SWNE 1.00000000 #9010310136 M27796 000 9121/1990 BURLINGTON NORTHERN - ET AL DOC 26 N 12 E 32 PT NW4NE4 LYING SOUTH OF 1.00000000 #9010310136 BN R/W, SE4NW4 LESS BN R14, SE4S-*4 i.YiNG LAST OF BN RNV, W2SW4 LYING WEST OF BN R/W, NE4SW4 LESS ON RAN (19 acres) Page 64 of 66 ILD 0 m 0 0 0 m 0 00 0 0 CV Exhibit A Attached to and made apart of that certain Statement of Claim to Mineral Intorost dated November 21, 2008 for King County, WA File # Suffix Dated Grantors gook Page T R Sect 00 Reception Number Legal Doscriptlon Interest M27797 606 9/2111990 BURLINGTON NORTHERN - E7 AL DOC 26 N 12 E 34 N2NE4, NW4NW4, LESS 0,30 1.0000000D 09010310136 AC BN R1W AKA' N2NE4, NW4NW4, LESS PT LYING WITHIN BN RM (110.7 acres) M27798 000 9/21/1990 BURLINGTON NORTHERN - ET AL DOC 26 N 13 E 5 NENE 1.00D00000 #9010310136 Lot 1 ( AKA 39.36 acres ) M27798 000 9/2111990 BURLINGTON NORTHERN • ET AL DOC 26 N 13 E 5 NENW 1.00000000 #9010310136 AKA Lot 3 09.04 acres) M27798 000 9/21/1990 BURLINGTON NORTHERN - ET AL DOC 26 N 13 E 5 NWNE 1.00000000 #9010310156 AKA Lei 239.2 acres ( ) M27798 000 9121/1990 BURLINGTON NORTHERN - ET AL DOC 26 N 13 E 5 NWN W 1.00000000 #9010310136 AKA Lot 4 38.88 acres ) ( M27798 000 912111990 BURLINGTON NORTHERN - ET AL DOG 26 N 13 E 5 S2 1.00000000 #9010310136 M27798 004 9/21/1990 BURLINGTON NORTHERN - ET AL DOC 26 N 13 E 5 S2N2 1.00000000 #9010310136 M27799 000 9121N990 BURLINGTON NORTHERN - ET AL DOC 26 N 13 E 7 E2 1.00000000 #9010310t36 M27799 000 W2111990 BURLINGTON NORTHERN - ET AL DOC 26 N 13 E 7 EZW2 1.00000000 #9010310136 M27799 000 912/11990 BURLINGTON NORTHERN - ET AL DOC 26 N 13 E 7 NWNW 1.000000DO 49010310196 AKA Lot 1 44.11 aCfeS ( ) M27799 000 912111990 BURLINGTON NORTHERN - ET AL DOC 26 N 13 E 7 NWSW 1.00000030 #9010310136 AKA Lot 3 (43.99 acres) M27799 000 912111990 BURLINGTON NORTHERN - ET AL DOC 26 N 13 E 7 SWNW 1.00000000 #9010310136 AKA Lot 2 (44,C5 acres ) M27799 000 9121/1990 BURLINGTON NORTHERN - ET AL DOC 26 N 13 E 7 SWSW 1.00000000 99010310136 AKA Lot 4 (43,83 acres) M27600 DOD 912111990 BURLINGTON NORTHERN - ET Al. DOC 26 N 13 E 9 ALL 1.00000000 #9010310136 M278C1 000 512611986 BURLINGTON NORTHERN - ET AL BOOKMAGE 26 N 13 E 13 PART OF W2NW4, NW4SW4 1.00000000 8806280227 WEST OF DIVIDE (40 acres) M278C2 000 512611988 BURLINGTON NORTHERN - FT AL BOOKIPAGE 26 N 13 E 15 HWY R1W ACROSS N E4, SW4, 1.00000000 8806280227 PART OF NE4 LYING NLY OF NLY R1VJ LINE OF HWY #15 (113.56 acres) M27803 OOD 512611988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 26 N 13 E 15 S2NE14 SOUTH OF STATE 1,00000000 8806280227 HIGHWAY, S2 LESS 23.76 AC HIGHWAY RAM (356.44 acres) .Y,278G4 0vu 912,1,990 SORUNGTONNORTHER .E„ti utiG 26 iv i3 i 17 ALL 1.00ODOOCO 09010310136 M27805 000 5128/1988 AURLINGTON NORTHERN- ET AL SOMPAGE 26 N 13 E 21 HWY RrW ACROSS E2 (55.55 1.00000000 8806280227 acres) M27806 000 512611986 BURLINGI ON NORTHERN - ET AL l30OK/PAGE 26 N 13 E 23 ALL LESS 25.0 AC BN RM 1.00000000 88062BO227 (615 acres) Page 65 of 66 a. L0 0 to 0 0 a m 0 (V TMI co a a N Exhibit A Attached to and made a part of that certain Statement of Claim to Minoral Interest dated November 21, 2008 for King County, WA Fite# Suffix Dated Grantors Book Page T R Sect QQ Reception Number Logal Descrlptlon Interest M27807 000 5126I1988 BURLINGTO14 NORTHERN - ET AL BOOKIPAGE 26 N 13 E 27 HIGHWAY RAN ACROSS 1.00000000 8806280227 N2NW (11.0 acres) M27808 0130 5126/1988 BURLINGTON NORTHERN - ET AL BOOKIPAGE 26 N 13 E 27 ALL LESS 15.76 AC RAN 1.00000000 0806280227 (624.24 acres) M27809 000 1211/1983 BURLINGTON NORTHERN- ET AL BOOKIPAGE 26 N 13 E 28 SWSE 1-0000D000 DOC.#840725 0712 M27810 000 12N119a3 BURLINGTONNORTHERN - ET AL 600K1PAGE 26 N 13 E 29 S2NWSE 1.00000000 DOC1840725 0712 M27810 ODO 121111983 BURLINGTON NORTHERN- ET AL BOOKIPAGE 26 N 13 E 29 THAT PART OF $2SE4, 1.00000000 DOCA840725 SE4SW4, S2NE4SW4 LYING 0712 NORTHERLY OF RAW, INCLUDING 0.28 ACRE RAN IN SW4SE4 (106.65 acres) M27811 000 5/26/1968 BURLINGTON NORTHERN - ET AL BOOKIPAGE 26 N 13 E 29 NESE 1.00000000 8806280227 M27811 000 5126119BB BURLINGTON NORTHERN - ET AL BOOKtPAGE 26 N 13 E 29 NZNW4SE4, LESS GN RR RIW 1.00000000 8806280227 (11.72 acres) M27812 000 912111990 BURLINGTON NORTHERN - ET AL DOC 26 N 13 E 30 THAT PART OF SE4 LYING 1.00000000 09010310136 SOUTHWESTERLY OF BN R1W, AKA SE4 LESS BN RAV AND LESS PT LYING NORTHWESTERLY OF THE NORTHERLY BN R(W LINE AS DEEDED TO STATE OF WASHINGTON UNDER RECORDING NUMBER 942100663 (143.78 acres) 6 acres) M27813 000 111311989 14URLINGTON NORTHERN - ET AL BOOKIPAGE 26 N 13 E 30 THAT PART OF LYING 1.0044046D AF#91020610 NORTHEASTERLY OF BN R/W 75 (5.24 acres) M27614 ODD 121111983 BURLINGTON NORTHERN - ET AL BOOK/PAGE 24 N 4 E 8 CITY OF SEATTLE, PART OF 1-00000000 DOC# VACATED 8TH AVE SOUTH 8407250712 LYING .BETWEEN LOTS 12 TO 15 INCLUSIVE IN BLOCK 248; AND LOTS 6 TO 9 INCLUSIVE, BLOCK 245, ACCORDING TO PLAT THEREOF (.49 acres) M27815 000 12 I11983 BURLINGTON NORTHERN - ET AL BOOK/PAGE SEATTLE, CITY OF, BLK 135, 1.00400000 DOC# SEATiLiTIDEE LANDS, PART 8407250712 OF LOT 4 AND PARTS OF VACATED ALLEY IN LOT 4 M27810 000 12/1/1083 BURLINGTON NORTHERN • ET AL BOOK/PAGE SEATTLE, CITY OF, SEATTLE 1.00000000 DOC# TIDE LANDS, BLK 139, PARTS 8407250712 OF LOTS 6-10 Page 56 of 66 M L0 0 r tQ O O O O CV 00 Exhibit A 0 N Attached to and made a part of that certain Statement of Claim to Mineral Interest dated November 21, 2008 for King County, WA File # Suffix Dated Grantors Book Pago T R Soot QQ Reception Numbor Legal Description M27617 000 12MI983 BURLINGTON NORTHERN • LT AL BOOKIPAGE SEATTLE, CITY OF, BLK 140, DOC# SEATLE TIDE LANDS. PARTS 8407250712 OF LOTS 1-3, 14-16, AND LOT 6 AND PARTS OF VACATED ALLEY THEREIN M27816 000 121111983 BURLINGTON NORTHERN - ET AL DOGS' 24 N 4 E 8 SEATTLE, PART OF VACATED 6407250712 8TH AVENUE SOUTH BETWEEN BLOCKS 243 AND 250. SEATTLE TIDELANDS ADDITION M27819 000 12/111983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 24 N 4 E 8 SEATTLE, BLOCK 245, DOG# SEATTLE TIDE LANDS, LOT 5, 8407250712 LOTS 6 THROUGH 9 M27820 000 121M1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 24 N 4 E 8 SEATTLE, CITY OF, BLK 248, DOG# SEATTLE TIDE LANDS SUBDIV, 8407250712 STRIP OF LAND 32' WIDE EXTENDING NORTH E SOUTH THROUGH BLK 248, ALSO PRT OF LOTS 16 TO 19, BLK 248 LYING EASTERLY OF A LINE PARALLEL AND CONCENTRIC WITH PERPENDICULARLY DISTANT 17.0' EASTERLY OF THE EASTERLY LINE OF 8TH AVENUE SOUTH, AS ESTABLISHED BY ORDINANCE NO. 23591. (46 acres) M27821 000 12/1I1983 SURLIN43TON NORTHERN - ET AL BOOKIPAGE 24 N 4 E 8 CITY OF SEATTLE, BLOCK DOG# 249, SEATTLE TIDE LANDS, 8407260712 WEST 27,50 FEET OF EAST 50 FEET OF LOTS 12 THROUGH 14 M27822 000 12/1/1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 24 N 4 E 8 CITY OF SEATTLE, BLOCK DOG# 250, SEATTLE TIDE LANDS 8407250712 SUBDIVISION, WEST 225 FEET OF LOTS i THROUGH 11, EXCEPTWEST 114 FEETOF LOTS 9. 10, AND 11 AND WEST 114 FEET OF 32.25 FEET OF LOT 8 Page 57 of 66 Interest 1.00000000 1-00000000 1/00000000 1100000000 1.00000000 1.00000000 o. C3 r 01 O O O O>f O CV r 00 0 0 N Exhibit A Attached to and made apart of that certain Statement of Claim to MInoral Intoresi datod November 21, 2008 for King County, WA File # Suffix Dated Grantors Book Page T R Sect 4Q Reception Number Legal Description interest M27823 000 12+1l1883 BURLINGTON NORTHERN- ET AL BOOWPAGE 24 N 4 E 8 SEATTLE. ELK 252, SEATTLE 1.00000000 DOC# TIDE LANDS, PARTS OF LOTS 8407250712 3, 4, 17 - 20; PARCEL CALLED PARTS OF LOTS 1,2,3,20,21,22, BILK 252, ALSO PARTSOFLOTS 7,8,9,10,11, BLK 252; PARCEL CALLED PART OF LOTS 1,2,3,4,5,E IN BLK252; PARCEL CALLED PORTIONS OF LOTS 12 THROUGH 16 INCLUSIVE AS ESTABLISHED BY ORDINANCE NO. 2359t, ALL DESCRIBED MORE FULLY IN DEED TO MILESTONE. M27624 000 1211/1983 BURLINGTON NORTHERN - ET AL BOOKJPAGE 24 N 4 E 8 SEATTLE, CITY OF, BLK 253, 1.00000000 DOC# SEATTLE TIDE LANDS, LOT 11 8407250712 AND ALL THOSE PARTS OF LOTS 7 TO 10 LYING SOUTHEASTERLYOF A LINE DISTANT.15'AS MEASURED RADIALLY FROM RAILWAYTRACK CENTERLINE DESCRIBED BY METES AND BOUNDS IN DEED TO MILESTONE; ALSO PARTS OF LOTS 6 TO 9 IN BLK 253, DESCRIBED AS SEPARATE ..PARCEL INDEED. M27825 000 12/1/1983 BURLINGTON NORTHERN- ET AL BOOKlPAGE 24 N 4 E 8 SEATTLE, CITY OF, BLK 254, 1.00000000 DOC# SEATTLE TIDE LANDS, PART 8407250712 OFL07S 7-9 (,23 acres) M27826 000 1211/1983 BURLINGTON NORTHERN- ET AL BOOKlPAGE 24 N 4 E 8 SEATTLE, CITY OF, ELK 255, 1.00000000 DOC# SEATTLE TIDE LANDS, 8407250712 EAST22.5 FT OF LOTS 1.5, WEST 22.5 FT OF LOTS 6-10 M27627 000 12/111983 BURLINGTON NORTHERN - ET AL BOOKlPAGE 24 H 4 E 8 SEATTLE, CITY OF, BLK 256. 1.00000000 DOC# - SEATTLE TIDE LANDS, ELY 25 8407250712 FTOF LOTS 1-4, WLY 25 FT OF LOTS 19 AND 20 M27828 000 12+111983 13URUNGTON NORTHERN - ET AL BOOKMAGE 24 N 4 E 8 SEATTLE, CITY OF, BLK 278. 1.00000000 DOC# SEATTLE TIDE LAND% 8407250712 EAST270 FT OF LOTS 17 THROIJGH 19 Page 58 of 66 T- m C5 r CD W 0 0 0 a) 0 N r co 0 0 N Exhibit A Attached to and made apart of that certain Statement of Claim to Mineral Interest dated November 21, 2008 for King County, WA File # Suffix Dated Grantors Book Page T R Sect QO Reception Number Legal Descrlptlon Interest M27629 000 1211/1963 BURLINGTON NORTHERN -ETAL SOOKIPAGE 24 N 4 E 8 S>_ATTLE CITY OF, BLK 297, 1.00000000 DOC# SEATTLE TIDE LANDS SUBDIV 8407250712 PART OF N 50' OF VACATED HANFORD STADJOINING E 183' OF LOT 24; AND EAST 183' OFTHE SOUTH 20' OF LOT 15; THE EAST18T OF LOTS 16 THRU 24 INCLUSIVE, BLK 297. M27830 000 1211/1983 BURLINGTON NORTHERN- ETAL SOOKIPAGE 24 N 4 E 6 SFATTLE, CITY OF, BLK 300, 1,00000000 DOC# SEATTLE TIDE LANDS, PART a407250712 OFLOTS 1 THROUGH 5 M27831 000 t211/1983 13URLINGTON NORTHERN- ETAL BOOKIPAGE CITY OF SEATTLE, BLK 103. 1.00000000 DOC# DAVID T DENNYS 1ST 8407250712 ADDITION, LOTS 11-14, LESS EAST 17', LESS NORTH 11,36' OF LOT 14 AND LESS WEST 5' M27832 000 12YI11963 BURUNGTON NORTHERN - ETAL BOOKIPAGE 25 N 3 E 14 CITY OF SEATTLE, BLOCK 1, 1.00000000 DOC# GILMAN'S ADDITION, B407250712 EASTERLY 60 FEET OF LOTS 20 AND 21; THOSE PORTIONS OF LOTS 4, 19, 20. 21 AND PORTION OF VACATED ALLEY, DESCRIBED BY METES AND BOUNDS IN DEED TO MILESTONE M27833 000 12/1I1963 BURLINGTON NORTHERN - ET AL BOOKIPAGE SEATTLE, CITY OF, SLK 101, 1.00000000 DOC# DAVID T DENNYS ADDITION, B407250712 LOTS 11 AND 12 M27834 000 12/1/1983 BURLINGTON NORTHERN - ET AL BOOK/PAGE SEATTLE, CITY OF, BLK t. BN 1.00000000 DOC# NORPAC INDUSTRIAL DIST #1 9407250712 LOT 7 & 8 (2,14 acres) M27835 000 12/1/1983 BURLINGTON NORTHERN - ET AL BOOWPAGE SEATTLE. CITY OF, BLK 4 1.00000000 . DOC# LOTS 1.6 & E 1 10'OF LOT 6 8407250712 (7.41 acres) M27836 000 12/1/10133 BURLINGTON NORTHERN - 67 AL BOOKIPAGE SEATTLE, CITY OF, BLK 1$, 1.00000000 DOC# LAWTON PARK SUBDIVISION, 8407250?12 ALL LOT 4, PART OF LOTS 8-13 WHICH ARE LYING SOUTHWESTERLY OF GILMAN AV M27837 000 12/1/1983 BURLINGTON NORTHERN - ET AL BOOK/PAGE SEATTLE, CITY OF, LADD'S 1.00000000 DOC# 1ST ADDITION, PARTS OF 8407250712 LOTS 6-10 (.35 acres) Page 69 of 66 N, fD 0 w c 0 0 a1 0 N r 00 0 0 N 1 ! N R7H Exhibit A Attached to and made apart of that certain Statement of Claim to Mineral Interest dated November 21, 2008 for King County, WA Fite # Suffix Datad Grantors Book Page -BOOKIPAGE T R Sect 00 Deception Number Legal Description M27838 006 12/1l19Ei3 BURLINGTON NO • ET AL 24 N 4 E B SEATTLE, CITY OF, ELKS 5. DOC# 12, DAVID S MAYNARD'S 8407250712 DONATIONCLAIM NO. 43. N. 30' LESS STREET OF LOTS 5.6 BLK 12. NORTH I$' LOT 5, BLK 5, (.08 acres) M27839 000 12/111983 BURLINGTON NORTHERN- ET AL BOOKIPAGE 24 N 4 E 6 SEATTLE, CITY OF, BLK 5, DOC# DAVID S MAYNARD'S 8407250712 DONATION LANDCLAIM NO. 43, N. 15' OF LOT 5 (A1 acres) M27840 000 12/1/1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 25 N 3 E 2 BALLARD, CITY OF, BLK B, DOC# BRYGGERS 2ND HOME 8407250712 ADDITION,VACATED STREETS ADJOINING SUBDIVISION M27641 000 1211/1983 BURLINGTON NORTHERN - ET AL BOOKIPAGE 25 N 3 E 2 BALLARD, CITY OF, BLK 11, DOC# BRYGGERS 2ND HOME 8407250712 ADDITION,PART OF LOTS 1 AND 2 M27842 000 1211/1983 BURLINGTON NORTHERN- ET AL BOOKIPAGE 25 N .3 E 2 BALLARD, BLK 6, BRYGGERS . DOC# 2ND }TOME ADDITION, PART 8407250712 OF $AIDBLOCK (.28 acres) M27843 000 121111983 BURLINGTON NORTHERN • ET AL BOOKIPAGE 25 N 3 _ E 2 BALLARD. CITY OF, BLK 7, DOC# BRYGGERS 2ND HOME 8407250712 ADDITION, PART OF LOTS 5-7; PARTS OF LOTS 2 AND 3; A TRIANGULAR PARCEL IN THAT PORTION OF WEST 57TH STREET,VACATED SYORDINANCE NO. 82757, ALL PARCELS DESCRIBED IN M9784C 000 1 BURLINGTON DEED TO MILESTONE Interest 1.00000000 1.00000D00 1.00000000 1.00000000 1.00000000 1.00000D00 2 1 1983 O ERN - ET AL BOOKIPAGE 26 N 11 E 35 1.00000000 DOC# CITY OF SKYKOMISH, BLOCK 8407250712 3, TOWNSITE LOT$ 11 AND 12 M27846 000 618/1989 BURLINGTON NORTHERN - ET AL BOOKIPAGE 20 N 6 E 25 CITY OF ENUMCLAW, BLK 5, 1.00000000 8907070392 O H DICKSON CORRECTION PLAT, LOTS 3, 4 (3.16 acres) M27846 000 1211l1983 BURLINGTON NORTHERN- ET At BOOKIPAGE 24 N 8 E 29 CITY OF SNOQUALWE FALLS, 1.00000D00 DOC# BLOCK 24, NORTHEASTERLY 8407250712 60 FEET OF LOTS 17 THROUGH 20 AND SOUTHEASTERLY15 FEET OF NORTHEASTERLY 60 FEET OF LOT 16 (A8 acres) M27847 000 121111983 BURLINGTON NORTHERN- ET AL BOOKIPAGE EARLINGTON, CITY OF, 1.000000OD DOC# EARLINGTON INDUSTRIAL 8407250712 PARK #1, LOT 5 (10.01 acres) Page 60 of 66 co 0 0 0 0 m 0 00 Exhibit A 0 o Attached to and made apart of that certain Statement of Claim to Mineral Interest datod November 21, 2008 for King County, WA CV File # Suffix Dated Grantors Book Page T R Sect 00 Reception Number Legal Description Interest M36278 000 1211611988 BURLINGTON NORTHERN RAILROAD COMPANY DOC 20 N 6 E 26 1.00000000 8812291307 PART OF SE45w4 M30278 000 12/1011988 BURLINGTON NORTHERN RAILRCAO COMPANY DOC 22 N 4 E 13 CITY OF KENT, RAMSEY 1.4000D000 8812291307 ADDITION, BLOCK 1; LOTS 1.2,11,12. BILK 2: LOTS 1.2,10.11.12. PT LOTS 3,8,9, BLK 3: LOTS 106; BLK 3, LOT 12 M30278 000 1211611988 BURLINGTON NORTHERN RAILROAD COMPANY DOC 22 N 6 E 27 1.00000000 8812291307 PART OF W2SE M30278 D00 1211611988 BURLINGTON NORTHERN RAILROAD COMPANY DOC 22 N 6 E $4 1.00000000 8812291307 PART OF SE4SE4 M30278 000 12116/1988 BURLINGTON NOR7HERN RAILROAD COMPANY DOC 23 N 4 E 24 1.00000000 8812291307 PART OF NE4NW4 M30278 000 ID1611988 BURLINGTON NORTHERN RAILROAD COMPANY DOC 23 N 5 E 8 PART OF SE4NE4 AND A4 AC 1.00000000 0812291307 PARCEL IN SE4 M30278 000 12116/1988 BURLINGTON NORTHERN RAILROAD COMPANY DOC 23 N 5 E 17 CITY OF RENTON, PARCEL A, 1.00000000 8812291307 SHORT PLAT NO 094.85 RECORDED PILFit8602269002, AND CITY OF RENTON, SHORT PLAT NO SP 379-79, N 240'OF PARCEL B, RECORDED AUDITORS FILE #7909249002 M30278 000 12I611988 BURLINGTOM NORTHERN RAILROAD COMPANY DOC 24 N 4 E 8 CITY OF SEATTLE, SEATTLE 1.00000000 8812291307 TIDELANDS, BLOCK 282, LOTS 6 AND M30278 000 12/16/1988 BURLINGTON NORTHERN RAILROAD COMPANY DOC 24 N 6 E 23 1,00000000 8812291307 PART OF S2 M30278 000 12N611988 BURLINGTON NORTHERN RAILROAD COMPANY DOC 24 N 6 E 26 1.00000000 88122,31307 PART OF E2 M30278 000 12/16/1988 BURUNGTON NORTHERN RAILROAD COMPANY DOC 24 N 6 E 27 1.00000000 8612291367 PART OF E2 M30278 000 1ZI1611988 BURLINGTON NORTHERN RAILROAD COMPANY DOC 24 N 6 E 30 1.00000000 8812291307 PART OF S2 M30278 000 12/16/1938 BURLINGTON NORTHERN RAILROAD COMPANY DOC 24 N 7 E 29 1.00000000 8812291307 PART OF SVIr4 Ma0290 000 215/1991 PCTC INC. DOG 26 N 12 E 25 PART OF S2 LYING 1.00000000 #9010310136 SOUTHERLY OF ON R/W (232.2 acres) iia02yi 030 Di21ilgW PCTC Ric DOC 26 N 12 E 29 PART OF S2 LYING 1.00000000 #9010310136 SOUTHERLY OF BN RR RAN (17,25 acres) M30292 000 9/21/1990 PCTC INC DOC 26 N 12 E 32 ALL, LESS 7.06 AC RN RR RNJ 1.00000400 49010310136 (632.94 acres) Page 61 of 86 m 0 0 a Cn a cv 00 0 0 CV Exhibit A Attached to and made apart of that Certain Statement of Cialm to Mineral Intorost datod Novombor 21, 2008 for King County, WA FJIo4 Suffix Datetl Grantors Book Pa go T R Sect QO Reception Number Legal Description Interest M30383 000 1211/1990 GLAGIER PART{ COMPANY $OOKJPAGE 25 N 3 E 14 CITY OF SEATTLE, GILMAN'S 1.00000000 9104050182 ADDITION, BLOCK 1, THAT PART OF LOTS 1, 2 AND 3 LYING NORTHEASTERLY OF THE SOUTHWESTERLY EXTENSION OF THE SOUTHWEST ROW LINE OF GILMAN PLACE WEST M30401 000 12/111990 GLACIER PARK COMPANY BOOKIPAGE SEATTLE, CITY OF, GILMAN 1,00000000 9104050185 PARK ADDITION, 13LK 70, ALL OF LOTS B. C. AND 22-24 M30408 000 12/1/1990 GLACIER PARK COMPANY BOOKIPAGE 24 N 4 E 6 SEATTLE, CITY OF, SEATTLE 1.00000000 9104050184 TIDE LANDS, BLOCK 297, LOTS ISTHROUGH 24, INCLUSIVE AND BLOCK 313, LOTS 15 THROUGH 24,INCLUSII/E, DESCRIBED BY METES AND BOUND$ IN DEED TO MERIDIAN OIL INC. M30411 000 JVII1990 GLACIER PARK COMPANY BOOKIPAGE 25 N 4 E 31 SEATTLE, CITY OF, SEATTLE 1.00000000 9104050183 TIDE LAND$, BLOCK 188, THE WESTERLY W OF LOTS 1, 2, 3 AND 4, ACCORDING TO THE PLATTHEREOF RECORDED IN VOLUME ST OF PLATS, PAGE 1, KING COUNTY, WASHINGTON. M30568 000 6MI1989 PCTC INC BOOK/PAGE 21 N 6 E 1 NENW 8907070397 AKA Lot 3 (42 88 acres)1.00000000 M30568 000 6/8/1989 PCTC INC BOOKIPAGE 21 N 6 E 1 NESW 1.00000000 8907070397 M30568 000 618/1989 PCTC INC BOOKIPAGE 21 N 6 E 1 NWNW 1.00000000 8907070397 AKA Lot 4 (43.09 acres) M30568 000 618/1989 PCTC INC BOOKIPAGE 21 N 6 E 1 S2NW 1.00000000 8907070397 M30592 000 6/8/1989 BURLINGTON NORTHERN ET AL BWK/PAGE 21 N 6 E 2 A PARCEL OF LAND LYING 1-00000000 8907070397 SOUTHERLY OF THE SN RR RIWAND NORTHERLY OF THE RAVENSDALE-BLACK DIAMOND ROAD LOCATED IN THE NEA MORE PARTICULARLY DESCRIBED IN DEED TO PLUM CREEK TIMBER CO INC (,7 acres) Page 02 of 66 uj (O G CI) to 0 b O t7 (V o Exhibit A C5 O Attached to and made apart of that cortaln Statemont of Claim to Mineral Intorost dated Novomber 21, 2008 for King County, WA N File # Suffix Dated Grantors Book Pago T R Sect 00 Receptlon Number Legal Description M30B42 000 121111983 HURLINGTON NORTHERN ET AL BOOK/PAGE 24 N 4 E 8 SEATTLE, CITY OF, SEATTLE NIA TIDELANDS ADDITION, BLK 248, ALL THAT PORTION OF THE MOST EASTERLY 50' OF LOTS 12 TO 15, INCLUSIVE ACCORDING TO THE PLAT THEREOF, OF -SCRIBED MORE FULLY IN DEED TO MILESTONE. M30643 000 1211i1983 BURLINGTON NORTHERN ET AL BOOKIPAGE SEATTLE NORTH, CITY OF, NIA BLK 101 D T DENNY'S 5TH ADDITION, LOTS 7-10 LESS THE WEST 4'TH EREOF M30691 000 12/111983 BURLINGTON NORTHERN RAILROAD CO BOOKlPAGE 24 N 4 E 8 SEATTLE, CITY OF, BLKS 243, 8407250712 250, SEATTLE TIDELANDS: BEING THE WEST 60' OF LOT 6 EXCEPT THE SOUTH 10' THEREOF; THE WEST 52' OF THE NORTH 22' OF LOT 5 WHICH LIE SOUTHERLY OF A LINE PARALLEL TO AND 15' SOUTHERLY OF THE DESCRIBED CENTERLINE BEING BLOCK 243, ACCORDING TO THE PLAT THEREOF; THOSE PORTIONS OF LOT 17 AND 18 OF BLOCK 256 WHICH LIE EASTERLY OF BTH AVENUE SOUTH AS ESTABLISHED BY ORDINANCE NO. 23591. AND SOUTHERLY OF A LINE PARALLEL TO AND 15' SOUTHERLY OF CENTERLINE DESCRIBED IN DEEDTO MILESTONE. M30692 000 12M11983 BURLINGTON NORTHERN RAILROAD CO BOOKIPAGE SEATTLE, CITY OF, LAWTON 8407250712 PARK ADDITION, ELK 7, THOSE PORTIONS OF HARLEYAV AND LOTS 1-4 AND 15 ALL OF WHICH IS MORE FULLY DESCRIBED IN A DEED TO MILSTONE Page 63 of 66 Interest 1.00000000 1.00000000 1.00000000 1-00000000 Exhibit A Attached to and made apart of that certain Slatoment of Claim to Minoral Intorest dated Novo rnber2l, 2008 for King County, WA File # Suffix Dated Grantors Book Page 7 R 5oct 00 Reception Number Legal Doscription Interest M30683 000 121111983 BURLINGTON NORTHERN RAILROAD CO BOOKIPAGE 25 N 3 E It THAT PART OF SEC 11 1.00000000 8407250712 BEGINNING AT THE CORNER OF COMMON SECS 11, 12, 13 & 14; THENCE NORTH ON THE LINE BETWEEN SECTIONS 11 & 12, 627TO THE SOUTH MARGINAL LINE OF SHILSHOLE AVE; THENCE N 66 DEG 18 MIN W ALONG SAID MARGINAL LINE 352' TO THE POINT OF BEGINNING; THENCE FOLLOWING SAID MARGINAL LINEN 66 DEG 18 MIN W,150'; THENCE N 23 DEG 42 MIN E,15', & PARALLEL TO THE SOUTHERLY MARGINAL LINE OF SHILSHORE AVE, 150; THENCE N 23 DEG 42 MIN E, M30694 000 12/1/1983 BURLINGTON NORTHERN RAILROAD CO BOOKIPAGE 21 N 4 E 27 E2SE 1,00000000 8407260712 M30694 000 1211/1983 BURLINGTON NORTHERN RAILROAD CO BOOKIPAGE 21 N 4 E 27 NE 1-00000000 0407250712 M30695 000 12/111983 SURUNGTON NORTHERN RAILROAD CO BOOKIPAGE 21 N 4 E 35 NWNW 1.00000000 8407250712 M30696 000 12l111983 BURLINGTON NORTHERN RAILROAD CO BOOKIPAGE 23 N 6 E 18 PORTION OF SW4 1.00000000 $407250712 DESCRIBED BY METES & BOUNDS IN DEED TO MILESTONE. (4.$ acres) M30697 000 1211119a3 BURLINGTON NORTHERN RAILROAD CO BOOK/PAGE 23 N 5 E 18 THOSE PORTIONS Of 1.00000000 8407250712 TRACTS 8 & 9, SUPPLEMENTAL MAP OF RENTON SHORELANDS, ANDTHE SE48W4 DESCRIBED BY METES AND BOUNDS IN DEED TO MILESTONE. M30698 000 1211/1983 BURLINGTON NORTHERN RAILROAD CO BOOKIPAGE 23 N 5 E 19 PORTION OF GOVERNMENT 1.00000000 8407250712 LOT 1 DESCRIBED IN DEED TO MILESTONE- (1-53 acres) M30699 000 12/111983 BURLINGTON NORTHERN RAILROAD CO BOOKIPAGE 23 N 5 E S PART OF E2SE4 BEING A 1.00000000 8407260712 STRIP OF LAND 75` ilviDE DESCRIBED IN DEED TO MILESTONE_ (4.23 acres) Page 64 of 66 Exhibit A Attached to and made a part of that certain Statement of CWm to Min oral Interest datod November 21, 2008 for King County, WA Fite # Suffix Dated Grantors Book Page T R Suet 00 Roceptian Number Legal Description Interest M307(0 Q00 121IM963 BURLINGTON NORTHERN RAILROAD CO BOOKIPAGE 24 N 7 E 3 100' WIDE STRIP RUNNING 1.00000000 $407250712 ACROSS LOT 4 & PORTIONS OF THE S2NW4, NE4SW4, AND S2SE4 DESCRIBED MORE FULLY IN DEED TO MILESTONE. (14.63 acres) M307C1 000 1211I1983 BURLINGTON NORTHERN RAILROAD CO BOOKIPAGE 24 N 6 E 21 SE4 LESS LESS 1.12 AC SN 1.00000000 8407250712 RR ROW (38,88 acres) M30702 000 1211/1983 BURLINGTON NORTHERN RAILROAD CO BOOKIPAGE 21 N 7 E 15 1OD' STRIP ACROSS NE4NW4, 1.00000000 8407250712 S2NW4 & E2SW4 LESS AND EXCEPT SUCH PORTION OF SAID STRIP AS MAY BE WITHIN THE NORTHERN PACIFIC 400' WIDE ROW ACROSS SAID SECTION, (9.89 acres) M30703 000 12/1/1983 BURLINGTON NORTHERN RAILROAD CO BOOKIPAGE 26 N 10 E 11 NFSW 1.00000000 84-7250712 AKA Lot 9 (39.1 acres) M30703 000 12/1/1903 BURLINGTON NORTHERN RAILROAD CO BOOKIPAGE 26 N 10 E 11 SESw 1.00000000 84-7250712 AKA Lot 14 34.45 acres) M30703 000 1211I1983 BURLINGTON NORTHERN RAILROAD CO BOOKIPAGE 26 N 10 E 11 W2Sw 1,00000000 84-7250712 M30716 000 6/8/1989 PCTC INC BOOKIPAGE 21 N 7 E 11 NESW 1,000 0000 8907070397 M30716 000 601989 PCTC INC BOOKIPAGE 21 N 7 E 11 NwNw 1.00000000 8907070397 M30716 000 6I811989 PCTC INC BOOKIPAGE 21 N 7 E 11 NWSE 1.00000000 8907070397 M30716 000 6181t989 PCTC INC BOOKIPAGE 21 N 7 E 11 S2NENW 1.00000000 8007070307 M30716 000 61811989 PCTC INC BOOKIPAGE 21 N 7 E 11 THAT PORTION OF S2NW4 1.00000000 8907070397 LYING NORTHEASTERLY OF THE CHICAGO, MILWAUKEE., ST PAUL & PACIFIC RR RIW AND NORTHERLY OFSE HUDSON ROAD (FORMERLY S E 304TH STREET) AND THAT PORTION OF THE E2 SE4 AND S2 NE4 LYING NORTHERLY OF SAID SE HUDSON ROAD AND SOUTHERLY OF SE COURTNEY RD. (153 acres) M30761 000 121111983 OURLINGTON NORTHERN RAiLROAL) COMPANY BO(mPAGE 23 N 6 E 5 1 00'ROW ACROSS LOTS 3, 4, 1.00000000 84072S0712 SW4NW4 (24.06 acres) M30781 006 12/111983 BURLINGTON NORTHERN RAILROAD COMPANY BOOKIPAGE 24 N 7 E 31 100' ROW ACROSS N2NE, 1.00000000 8407250712 NENW AND LOT 1 (SEE TRACT 1 FOR ACREAGE TOTAL THIS RECORD) Page 65 of 86 00 0 ao m 0 0 Q as 0 tw T- oo 0 0 {V Exhibit A Attached to and made apart of that certain Statement of Cralm to Mineral Interest dated November 21, 2008 for King County, WA File # Suffix Dated Grantors Book Page T R Sect 00 Reception Number Legal Description Interest 00 M36781 0 12l111983 9URLIN-GTON NORTHERN RAiLR0A0 COMPANY BOOKIPAGE 24 N 7 E 35 50; ROW ACROSS N2NW, 100' 1.00000000 8407250712 ROW ACROSS NWNW (SEE TRACT 1 FOR ACREAGE TOTAL THIS RECORD) M30782 000 12/1/1983 BURLINGTON NORTHERN RAILROAD COMPANY BOOKMAGE 8407250712 M31063 000 6/8/1989 BURLINGTON NORTHERN RAI4ROA0 BOOKIPAGE 8907070397 M31064 000 5/811989 BURLINGTON NORTHERN RAILROAD COMPANY BOOKIPAGE 8907070307 M31067 000 6/811980 PCTC INC M31068 000 6/811989 PCTC INC M31069 000 W811989 PCTC INC M31070 000 6/8/1989 PCTC INC M31071 000 6/811989 PCTC INC M31072 000 601D89 PCTCINC Page 66 of 66 BOOK/PAGE 8907070392 BOOKIPAGE 8907070392 BOOKIPAGE $007070392 BOOKIPAGE 8907070395 BOOKIPAGE 8907070395 BOOKIPAGE 8907070305 23 N 6 E 17 SWNWNWSW 22 N 6 E 35 22 N 6 E 36 21 N 7 E 21 1.00000000 THAT PORTION OF THE 1.00000000 W2SW4 LYING SOUTHERLY OF THE BURLINGTON NORTHERN RAILROAD ROW (65 acre9) THAT PORTION OF A TRACT 1,00000000 IN THE $W4 DESCRIBED BY METES AND BOUNDS IN DEED TO PLUM CREEK TIMBER CO, INC. (45.8 acres) RAILROAD ROW IN E2SE4 AS 1.00000000 CONVEYED TO CHICAGO, MILW., ST PAUL & PACIFIC RR CO BY DEEDS RECORDED UNDER NOS. 672093 & 698291, EXCEPT THAT PART LYING WITHIN KUTACK ROAD. (7.5 acres) 21 N 7 E 28 NENE 1.00000000 24 N 7 E 31 THE SOUTH 107 OF THE 1,00000000 NORTH 1 50'OF THE NE4 (5,38 acres) 21 N 6 E 25 PRT OF GOV'T LOTS 2, 3 & 1,00000000 SW4SE4 DESCRIBED MORE FULLY IN DEED TO PLUM CREEK (54 acres) 21 N 7 E 9 PRT OF NE4SE4, PRT OF NE4, 1.00000000 SW4NW4, N2SW4 MORE FULLY DESCRIBED IN DEED TO PLUM CREEK (93 acres) 21 N 7 E 9 BNRC ROW ACROSS NE4 & 1,00000000 NW4 DESCRIBED IN DEED TO PLUM CREEK (16.39 acres) i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SUPPLEMENTAL STREAM STUDY AND MITIGATION REPORT Springbrook Ridge Planned Urban Development 5 e0+0 Prepared for: cof. Jamie Schroeder CP I H Consultants 733 — 7th Avenue, Suite 100 Kirkland, WA 98033 Prepared on behalf of: Alex Cugini C/O Century Pacific, LP 1201 Third Avenue, #1600 Seattle WA 98101 Prepared by: Tf1E WATERSHED COMPANY 750 Sixth Street South KirkLwW . WA 98033 p 425.822.5242 425427.8136 watenhedcoxafn February 11, 2009 The Watershed Company Reference Number: 080109 The Watershed Company Contact Person: H. Mortensen C. Landoll Springbrook Ridge Supplementary Stream Study and Mitigation Report Cite this document as: The Watershed Company. February 11, 2009. Springbrook Ridge Supplementary Stream Study and Mitigation Plan. fl u Supplemental Stream Study and Mitigation Report - II I 1 I TABLE OF CONTENTS 1 1 1 e 1 1 1 1 The Watershed Company February 2009 Page # 1 Introduction......................................................................................... I 2Project Summary................................................................................ 1 3ExistingConditions............................................................................ 2 Sitecharacterization................................................................................................... 2 AquaticResources......................................................................................................2 City of Renton Stream Regulations...........................................................................4 4Anticipated Impacts............................................................................ 6 Bufferreductions........................................................................................................ 6 RoadCrossings...........................................................................................................6 WaterMain Crossing................................................................................................. 6 PedestrianAmenities..................................................................................................7 5Proposed Mitigation........................................................................... 7 BufferAveraging......................................................................................................... 7 BufferEnhancement...................................................................................................7 InvasiveSpecies Removal............................................................................................... 7 Infiliplanting..................................................................................................................... 8 Temporary impacts Restoration................................................................................8 ConstructionClearing Impacts....................................................................................... 8 StreambedRestoration.................................................................................................... 8 Stream Buffer Restoration............................................................................................... 8 Goals and Performance Standards...........................................................................8 Goals.................................................................................................................................. 8 PerformanceStandards................................................................................................... 9 Monitoring..................................................................................................................10 Transects.........................................................................................................................10 Maintenance..............................................................................................................11 Material Specifications and Definitions..................................................................12 6Construction Notes and Specifications ......................................... 12 The Watershed Company February 2009 SUPPLEMENTAL STREAM STUDY AND MITIGATION REPORT SPRINGBROOK RIDGE PLANNED URBAN DEVELOPMENT INTRODUCTION This p report is prepared to disclose the findings of a supplemental stream study, p p g pp present a summary of the proposed improvements to the property and associated natural resource impacts, and finally describe proposed mitigation efforts designed to offset such impacts. Several drawings are located in the appendices, including a Stream Buffer Impacts and Mitigation Plan, and Mitigation Planting Plan, and a Plant Installation Specifications and Details sheet. 2 PROJECT SUMMARY The proposed project is to construct a mixed residential and retail use development on a 3.78-acre site located at the intersection of Benson Drive (SR 515) and Benson Road in the City of Renton. Two buildings are proposed, including a residential structure incorporating a parking garage along the north property line, a retail building at the south property corner. On -grade parking, stormwater vaults and pedestrian paths and amenities are also proposed. One stream crosses the property from east to west. To facilitate site and parking access, two vehicular stream crossings are proposed. Buffers will largely remain intact, although buffer widths will vary to allow efficient use of the property. The pedestrian path and some of the amenities are located within the buffer. The local water district is requiring a water line along SR 515, which will cross the stream and its buffer. Mitigation for impacts will be in the form of buffer averaging, native planting and channel reconfiguration for temporary water line impacts, and invasive 1 11 Springbrook Ridge Supplementary Stream Study and Mitigation Report species removal and supplemental planting to offset trails and roadway crossings. 3 EXISTING CONDITIONS Site characterization The subject property is located east of Panther Creek in the Duwamish/Green Water Resource Inventory Area (WRIA) #9. The site slopes generally from its high point at the northeast corner to its boundary with SR 515 in the west. Black cottonwood (Populus trichocarpa, FAC), bigleaf maple (Acer macrophyllum, FACU) and red alder (Alnus rubra, FAC) dominate the forested canopy of the subject site, with some Oregon ash (Fraxinus latifolia, FACW) and young western red cedar (Thuja plicata, FAC) present. Salmonberry (Rubes spectabilis, FAC+), osoberry (Oemleria ceraciformis, FACU) and patches of Himalayan blackberry (Rubus arnteniacus, FACU) dominate the understory, with some sword fern (Polystichum munitum, FACU) and dewberry (Rubus ursinus, FACU) present. Some Douglas spirea (Spiraea douglasii, FACW) borders a stream channel on site. Aquatic Resources No jurisdictional wetlands are located on -site. However, two drainages were identified on -site and are shown on the accompanying site plan as Drainages "A" and "B" Drainage "A" (Stream "A") emerges from a piped drainage system along the northwest side of 108th Way SE, upstream of the site. Flow is ditched along 10811 Way SE before turning to cross the central portion of the site in a westerly direction. Drainage "A" flows within a defined channel across the site, flowing through a red alder, big leaf maple, and black cottonwood forest with a salmonberry, sword fern, ocean spray (Holodiscus discolor, FACU), and Himalayan blackberry understory. Flow enters a piped system upon reaching the northeast side of Benson Drive (SR 515) (see Figure 1). Drainage "B" enters the site from a 12-inch storm water outfall at the north property boundary near the west property corner. The drainage crosses the western tip of the site in a southwesterly direction as unconfined surface sheet flow through a red alder, black cottonwood, big leaf maple, and Oregon ash forest. Himalayan blackberry dominates the understory, though sword fern, osoberry, and other shrub and groundcover vegetation is also present. Flow from this drainage also enters a piped system upon reaching Benson Drive, and it appears that the flows from the two on -site drainages combine within the Supplemental Stream Study and Mitigation Report - 11 1 1 I 1 I I I I The Watershed Company February 2009 roadway to emerge on the southwest side of the road into an open channel, behind some apartments, extending down slope to the west. Our findings regarding these drainages are consistent with those reported by Stephen Conroy, PhD., Senior Ecologist with King County's Department of Development and Environmental Services in his letter to Phil Davidson of Claremont Development Company, dated August 10, 2000 (attached), In that letter, Dr. Conroy concluded that Drainage "A" (referenced as flowing through Lots 9 and 148) was "a drainage feature that meets the definition of a King County class 3 stream." He indicated that the stream was dry throughout most of the site during his August S, 2000 site visit and that it was highly unlikely that salmonids migrate to this stream reach during the winter due to steep gradients down slope and lack of suitable habitat on -site. He noted that the stream channel was well defined in places, but not in others. The King County class 3 stream definition in force at the time of Dr. Conroy's letter indicates that he considered this to be a seasonal stream without salmonid fish use. We concur with Dr. Conroy's findings. The corresponding classification of this stream under current City of Renton Municipal Code (RMC) Section 4-3- 050(L)(1)(a)(iv), is class 4. Dr. Conroy also concluded that Drainage "B" (referenced as flowing through Lot 174 in his letter) was "a drainage feature which appears to convey only storm water" and that it was not a stream and would not be regulated as a stream according to then -applicable King County code sections. He indicated that the drainage pathway was very poorly defined and likely only evident in response to storm events, and that local topography upslope did not indicate that a channel was historically present. At the time of our site visit, Drainage "B" carried a fair amount of flow, perhaps in the range of 0.1 to 0.2 cubic foot per second (cfs), though this was following a several -week period of appreciably higher than average rainfall during the wettest time of year. The drainage is fed by a roadside ditch extending along the east side of 106th Avenue SE, which collects and concentrates water for a distance of nearly 2,000 feet. Historically, this runoff would have been considerably less due to forested conditions with higher infiltration capabilities, and would not have been collected in the ditch running along 10611, Avenue to be discharged at its present location. Rather, it would have either infiltrated or proceeded more directly down slope along a number of pathways and would not likely have been concentrated enough to form a stream channel at any one location. Furthermore, in spite of the fairly high -observed flows, a defined channel has failed to form through the leaf litter and forest duff along the drainage pathway on -site. Hence, we concur with Dr. Conroy's August 2000 conclusion that Drainage "B" does not meet the threshold of a jurisdictional stream feature. 1 Springbrook Ridge Supplementary Stream Study and Mitigation Report Upstream of the site, in the ditch along the east side of 106th Avenue SE, this drainage may be considered to be a class 5 water according to RMC Section 4-3- 050(L)(1)(a)(v). However such class 5 waters are not regulatory features as defined by the 2006 City of Renton Municipal Code and, as such, do not carry or have regulatory buffers or materially constrain site development. Class 5 waters must be non-salmonid-bearing and either a) flow "within an artificially constructed channel where no naturally defined channel previously existed," (as is the case here) and/or b) be "a surficially isolated water body less than one-half (0.5) acre (e.g., pond) not meeting the criteria for a wetland." On -site, Drainage "B" would not even qualify as a class 5 water under this definition because it does not flow through a defined channel, artificially constructed or otherwise. Drainage "B" was not flagged because it was not determined to be a regulated stream feature and hence does not have a defined ordinary high water mark. We also assessed the area flooded by Drainage "B" for wetland characteristics. The soil at 10 inches depth within the flooded area (see Field Sketch, DP-1) was a brown (10YR 4/3) sandy loam with no redoximorphic features. Black cottonwood, Himalayan blackberry and sword fern dominate the area surrounding the sample point. Though the area around the sample plot was inundated by one-half inch of sheet -flowing water from Drainage "B", the area was determined to not contain jurisdictional wetland. The non-hydrophytic plant assemblage and non-hydric soil suggests the presence of inundation and saturated soils does not extend into the growing season, a criteria for jurisdictional wetlands. The site also contains other areas that were saturated or had surface seepage at the time of our visit. Soils in these areas range from a brown (10YR 4/3) sandy loam to a very dark grayish brown (10YR 3/2) sandy loam, with no redoximorphic features (see Field Sketch, DPs 2 through 5). Osoberry, sword fern and dewberry dominate the areas around these data points. Soils and vegetation do not meet wetland parameters in any of the areas sampled. The presence of hydrology likewise appears to be short-lived and likely does not extend into the growing season. We presume these areas would not exhibit saturation within the top 10 inches of the soil for a sufficient duration during the growing season to be considered jurisdictional wetland. City of Renton Stream Regulations Streams are regulated under the Critical Areas Regulations section of the RMC. According to RMC 4-3-050(L)(5)(a)(i), Drainage "A", a class 4 stream within the City of Renton requires a 35-foot buffer. Additionally, "the Reviewing Official may require a building or activity setback from a critical area or buffer to ensure adequate protection of the critical area/buffer during construction and ongoing maintenance of the activity. A requirement for a setback shall be based on the Supplemental Stream Study and Mitigation Report - IV 11 1 1 I The Watershed Company February 2009 findings of a critical area report or a peer review required for the activity. (Ord. 5137, 4-25-2005)" (RMC 4-3-050(E)(5)). The RMC requires that an applicant adjust proposed site plans to avoid and/or minimize impacts to critical areas and their respective buffers. If avoidance is not reasonably possible, the standard buffer width of Stream "A" may be modified using one of two provisions in the City code - RMC 4-3-050(L)(5)(c) or (d). The minimum buffer width allowed for a class 4 stream is 25 feet under either of these options. Buffer reduction with enhancement may be approved if the applicant demonstrates that buffer functions will be maintained, the action will not degrade riparian habitat, and no direct or indirect, short-term or long- term, adverse impacts to Stream A will result from a regulated activity. The site has high potential for enhancement, including Himalayan blackberry and trash removal, and dense planting with native riparian vegetation. Buffer averaging may be approved if the applicant demonstrates that the reduction in the standard buffer will result in no net loss of function, the buffer is contiguous and the total buffer area is not reduced. The additional building setback may not be modified. The City of Renton may allow the on -site crossing of Stream "A" per RMC 4-3- 050(L)(8)(a)(i). The proposed route must be shown to have the least impact on the stream and buffer area, minimize interruption of downstream movement of wood and gravel, and should be perpendicular to the flow of Stream "A" where it crosses the stream and buffer. The City requires that such a crossing must be designed "according to the Washington Department of Fish and Wildlife Fish Passage Design at Road Culverts, 1999, and the National Marine Fisheries Service Guidelines for SaImonid Passage at Stream Crossings, 2000, or equivalent manuals as determined by the Responsible Official." ' Impacts associated with the crossing must be mitigated following guidelines in RMC 4-3-050(L)(3)(c)(ii). "Mitigation to compensate alterations to [Stream "A"] and associated buffers shall achieve equivalent or greater biologic and hydrologic functions and shall include mitigation for adverse impacts upstream or downstream of the development proposal site. No net loss of riparian habitat or water body function shall be demonstrated." The on -site potential to restore riparian habitat and buffer function through invasive weed removal and dense native plantings is high throughout the Stream "A" buffer. I 1 1 Springbrook Ridge Supplementary Stream Study and Mitigation Report 4 ANTICIPATED IMPACTS Buffer reductions Small reductions in the standard stream buffer widths are proposed along both sides of the stream to allow for parking areas. These losses total 1,644 square feet. None of these reductions fall below the minimum buffer width of 25 feet. Larger buffer losses are proposed in the vicinity of the two roadway crossings of the stream. The approach to each crossing constitutes the majority of the buffer losses on the site 5,112 square feet). All buffer loss and expansion areas are designed to maintain a minimum setback distance of five feet on the buildings to.allow future maintenance, repair and fire/safety access without incurring unanticipated future buffer impacts. Similarly, parking areas and internal drives also have small setbacks of approximately two feet. The setbacks on these features are narrower as they do not require the same access and can largely be repaired from the improvement side. Buffer expansion is proposed to offset losses at a 1:1 ratio (see section 4.1). Road Crossings Two road crossings are proposed to serve this development. The upstream crossing allows access to the eastern parking lot from Benson Road. It is also aligned with the intersection of 1081h Avenue SE, located across Benson Road. The second road crossing is proposed in the middle of the property and allows vehicular and pedestrian access between residential and retail uses. Both crossings are the minimum width necessary based on standard roadway design. Limiting the proposed sidewalk on the second crossing to one side further minimizes impacts, as does the use of retaining walls in place of 2:1 fill slopes. Water Main Crossing A water main is required along SR 515 for system reliability and performance. The water main would be installed beneath the stream, just upstream of the lower culvert carrying the stream beneath SR 515. Temporary impacts of approximately 2,700 square feet are anticipated to construct the water main. These temporary impacts will be in the forth of approximately 175 square feet of in -stream impacts, plus 2,525 square feet of buffer impacts. Due to limited site constraints the option of directional boring beneath the stream is cost - prohibitive. Also, due the low summer flow in the stream, the proximity of the culvert beneath SR 515 and the use of a standard flow bypass system, a low level Supplemental Stream Study and Mitigation Report - VI 1 1 Ij I I The Watershed Company February 2009 of risk is presented to downstream reaches of this drainage. Therefore, a fast, open cut method is proposed to allow excavation, pipe bedding and restoration of the stream channel (see section 4.2). Pedestrian Amenities A pedestrian trail is proposed through the western half of the northern stream buffer. This path will provide connectivity from SR 515 to the central stream crossing sidewalk. Signage memorializing the past coal -mine history of the site will be placed along the trail as will a series of benches. A total of 1 sign and 2 benches are proposed within the proposed buffer. Trail, sign and bench impacts are expected to occupy 805 square feet of the buffer. Mitigation for this impact is described in section 4.2. J PROPOSED MITIGATION Buffer Averaging Proposed buffer additions exceed proposed losses by a small margin. (258 square feet). The largest buffer additions are taking place south of the large, residential building (3,196 square feet) and south of the eastern parking lot (3,196). The rest of the buffer additions are limited to small areas along the margins of the proposed final buffer line (3 areas totaling 597 square feet). In all cases, the quality of the buffer additional, in terms of its ability to provide habitat and water quality functions, is equal to or exceeds that of the reduction areas. Buffer Enhancement Buffer enhancement is proposed to offset impacts from the stream crossings, and the pedestrian amenities within the buffer. Invasive Species Removal Patches of non-native, invasive Himalayan blackberry are found throughout the stream buffers. This vine will be removed where present and in a manner that will limit damage to existing native vegetation. Removal techniques will include cutting of aboveground live vines, grubbing of roots where possible and follow- up targeted herbicide applications on recurring or reemerging thickets if necessary. Such applications shall be made only by state -licensed application personnel and will incorporate low -drift, spot application methods. The combination of physical control followed by as -needed spot herbicide use is an effective removal method that minimizes damage to existing native plants. Springbrook Ridge Supplementary Stream Study and Mitigation Report Infiil Planting The current state of the buffers on this property is a deciduous forest with few coniferous trees and a low shrub species diversity. Infill planting of conifers would take place throughout the buffer. Additional shrub species will be planted to improve diversity. Shrubs and trees will also be added to areas where invasive weed removal leaves openings in the vegetation cover. Temporary Impacts Restoration Construction Clearing Impacts Areas cleared temporarily to allow for construction will be planted with native species where shown, but only should such impacts be realized during construction. Soil disturbances may also require soil amendments, such as compost, be added to these areas. Streambed Restoration Any small amount of stream flow would be bypassed around the work area during the excavation for the water main. Following water main placement and bedding, the streambed restoration will consist of covering the new water main with sufficient native soil cover, adding 12 to 15 inches of streambed gravel and allowing flow to resume in the new channel. Stream Buffer Restoration Cleared areas above the water main would be amended with compost to improve soil conditions in the corridor, where necessary. Native vegetation would be planted throughout the corridor and any salvaged woody debris replaced amongst the new plantings. Goals and Performance Standards Goals 1. Provide stream buffer averaging such that: a. The buffer is not narrower than 25 feet at any point on the property, except where proposed vehicular/pedestrian crossings are shown. b. Ensure that aggregate buffer addition areas are, at minimum, equivalent to buffer loss areas in terms of both size and habitat quality. 2. Restore and improve the native plant community in the stream buffer: a. Establish a native plant community to the restored water line corridor. b. Increase the diversity of tree and shrub species in the forested buffer. Supplemental Stream Study and Mitigation Report - V111 The Watershed Company February 2009 c. Remove and control all invasive woody species including but not ' limited to Himalayan blackberry. Performance Standards The standards listed below will be used to judge the success of the plan over time. If the standards are met at the end of the five-year monitoring period, the City of Renton shall issue release of the performance bond. 1. Survival: a. 100% survival of all plantings at the end of Year One. This ' standard may be met through establishment of installed plants or by replanting as necessary to achieve the required numbers. b. 80% survival of all plantings at the end of Year Two. This standard may be met through establishment of installed plants or by replanting as necessary to achieve the required numbers. c. Survival beyond Year Two is difficult to track. Therefore, diversity and establishment standards are proposed in place of survival (see #2 & #3, below). 2. Conifer Establishment: a. Establish at least 45 coniferous trees in the existing deciduous forested buffer 3. Native woody vegetation cover in the restored water line corridor and ' other temporary -disturbance areas: a. Achieve 60% cover of native woody vegetation by the end of Year 3. Volunteer species may count towards this standard. b. Achieve 80% cover of native woody vegetation by the end of Year 5. Volunteer species may count towards this standard. 4. Woody species diversity: a. Establish at least eight native shrub species and two native coniferous trees throughout the inf ill planting areas by Year 5. Volunteer species may count towards this standard. b. Establish at least 9 native shrub species in the restored water line area and other temporary -disturbance areas by Year 5. ' 5. Invasive species standards: a. No more than 10% cover of invasive species in the wetland buffer, in any monitoring year. Species to include Himalayan and evergreen blackberry, Scots broom, reed canarygrass, English holly, English ivy, Japanese knotweed and any other non-native vegetation assessed by the monitoring biologist to be impairing the successful establishment of a native woody species community. 11 Springbrook Ridge Supplementary Stream Study and Mitigation Report Monitoring This monitoring program is designed to track the success of the mitigation site over time by measuring the degree to which the performance standards listed above are being met. An as -built plan will be prepared and submitted to the City of Renton within 30 days of substantially complete construction of the mitigation area. The as -built plan will document substantial conformance with these plans and also will disclose any substitutions ore other non -critical departures. The as -built plan will establish transects, baseline plant installation quantities and photopoints that will be used throughout the monitoring period to measure the performance standards over time. Transects During the as -built inspection, the monitoring restoration specialist shall install two transects in the restored water line area. Each transect will start at the stream bank and will run opposite each other for the entire length of the corridor within the buffer. Photopoints shall be established at either end of both transects to provide photographic documentation of site conditions. The infill planting areas will be visually monitored for establishment and invasive weed presence to verify that performance standards are being met. Monitoring shall occur twice annually for five years. The first monitoring visit shall occur in the spring. This visit shall record necessary weeding, invasive control, and other maintenance needs. The restoration specialist will then notify the owner and/or maintenance crews of necessary early season maintenance. The second visit shall occur in late summer or fall and will record the following and provide an annual report to the City of Renton: 1. General summary of the spring visit. 2. First -year counts of surviving and dead/dying plants by species in the planting areas. 3. Estimates of native woody species cover along established transects using the line intercept method. 4. Estimates of invasive woody species cover along established transects using the line intercept method. 5. Counts of established native species to determine site diversity and establishment. 6. Notes and/or sketches of invasive weed areas outside of transects. 7. Photographic documentation from transects ends and established reference points. 8. Intrusions into the planting areas, vandalism, trash, and other actions detrimental to the overall health of the mitigation area. Supplemental Stream Study and Mitigation Report - X The Watershed Company February 2009 9. Recommendations for maintenance in the mitigation area. Maintenance This site will be maintained for five years following completion of the construction. Specifications in bold can be found under "Material Specifications and Definitions." r1. Replace each plant found dead in the summer monitoring visit during the upcoming fall dormant season (October 15th to March 1st). 2. Follow the recommendations noted in the spring monitoring site visit. 3. Invasive species maintenance plan: a. Himalayan blackberry, Scotch broom and other invasive woody vegetation shall be grubbed out by hand on an ongoing basis, being careful to grub out roots except where such work will jeopardize the roots of installed native or volunteer native plants. b. If hand removal proves unsuccessful or will damage desirable species, application of an herbicide approved for use in aquatic areas may be used. Herbicide applications must be conducted only by a state -licensed applicator. Applications should be done between mid -spring and mid -summer to maximize uptake by plants. Application should be a targeted method such as spot spray (preferred for Himalayan blackberry), wick, or stem injection (for Japanese knotweed). 4. At least twice -yearly, hand remove all competing weeds and weed roots from beneath each installed plant and any desirable volunteer vegetation to a distance of 18 inches from the main plant stem. Weeding should occur as needed during the spring and summer. Frequent weeding will result in lower mortality and lower plant replacement costs. 5. Do not weed the area near the plant bases with string trimmer (weed whacker). Native plants are easily damaged or killed, and weeds easily recover after trimming. 6. Apply slow release granular fertilizer to each installed plant annually in the spring (by June 1) of years two through five but not in year one. ' 7. Mulch the weeded areas beneath each plant with wood chips as necessary to maintain a minimum four -inch thick,18-inch diameter mulch ring. ' 8. The temporary irrigation system shall be operated to ensure that plants receive a minimum of two inches of water per week from June 1 through September 30 for the first two years following installation. Irrigation beyond the second year may be needed based on site performance or significant replanting. 1 Springbrook Ridge Supplementary Stream Study and Mitigation Report Material Specifications and Definitions 1. Wood chip mulch: "Arborist chips" (chipped woody material) approximately one to three inches in maximum dimension (not sawdust or coarse hog fuel). This material is commonly available in large quantities from arborist or tree -pruning companies. This material is sold as "Animal Friendly Hog Fuel" at Pacific Topsoils [(800) 884-76451. Mulch shall not contain appreciable quantities of garbage, plastic, metal, soil, and dimensional lumber or construction/demolition debris. Quantity required: 11 cubic yards. 2. Fertilizer: Slow release, granular fertilizer such as OsmocoteT"' or equal product. Most retail nurseries carry this product. Follow manufacturer's instructions for application. Keep fertilizer in a weather -tight container while on site. Note that fertilizer is to be applied only in years two, three, four and five and not in the first year. 3. Compost: Cedar Grove Compost or equivalent product. 100% vegetable compost with no appreciable quantities of sand, gravel, sawdust, or other non -organic materials. Quantity required: 43 cubic yards. 4. Restoration specialist: The Watershed Company personnel, or other professionals qualified to evaluate environmental restoration projects. G CONSTRUCTION NOTES AND SPECIFICATIONS See plans for a detailed construction sequence and plan implementation notes. Supplemental Stream Study and Mitigation Report - XII 1 The Watershed Company February 2009 APPENDIX A King County's Department of Development and Environmental Services letter dated August 10, 2000 I �l 11 �J k DDES King County Depariamez�t of Developmentand Environmental, Services 9DO OakewWc Avenue Southwest Renton, IVA 98055-1219 August 10, 2000 Phil. Davidson Claremont Development Co. S 1 S 110 Ave, Suite 168 ■ Bellevue WA 98004 Reference- AOOPO228 IDear Mr. Davidson: I performed a site visit on August 8, 2000, to the lots near SR515 and Benson Road which were the subject of discussion in the above noted pre -application meeting. The purpose of the site visit was to examine drainage features and to determine if the drainage features were regulated streams as defined in KCC 21 A.06.1240. Lots 9 and 148 contain a drainage feature that meets the definition of a Class 3 stream, not a Class 2 stream as indicated on the site plans supplied for my review. The stream was dry throughout most of the site, with a few residual pools that still. contained water. It is higWy unlikely that salmonids migrate to this stream reach during winter due to the high sustained gradients downslope and the lack of suitable habitat within the site. The channel was approximately I to 1.5 feet wide with silt/sand as the predominate substrate. There were a ' few reaches with gravel substrate. In some areas, the channel was ill-defined and probably consists of small braids. Riparian vegetation included a relatively dense understory with a mature deciduous overstory. KCC 21A.24.360 currently requires that a minimum buffer of 25 feet be established around Class 3 streams. ,A.15 foot building setback is also required in addition to the buffer requirements. KCC 21A.24.370.H.2 permits relocation of a Class 3 stream only for the purposes of enhancing the stream. It is unlikely that approval to move the stream closer to existing structures or impervious surfaces would be granted since this would not. be consistent with enhancing the stream. ' Lot 174 contained a drainage feature which appears to convey only stormwater. Water is directed onto the site via an 18 inch diameter concrete culvert. The channel downstream of the site is very poorly defined and likely is only evident during storm events. Upslope, local topography sloes not indicate that a channel was present historically at this site. Furthermore, a topographical break is present about 100 feet east of the site. Therefore the contributing basin area is extremely small and is unlikely to collect sufficient water to create a natural 7 U 1 • Page 2 Autgust l 0, 2000 channel. Therefore the drainage feature on this lot is not a stream as defined in KCC 21.A..24.1240 and would not be regulated as a stream. Please contact me at 206 296 7138 if I can be of further assistance. Sincerely, Stephen C. Conroy, PhD. Senior Ecologist I a �I f1 I I The Watershed Company February 2009 APPENDIX B Springbrook Ridge Stream Buffer Averaging and Enhancement Plan 1 1 1 1 1 1 1' 1 1 1� 1 SPRING BROOK RIDGE BUFFER AVERAGING & ENHANCEMENT PLAN SE 172ND PLACE " w 1+ 4 BUILDING A • c 44 � � I (SEE ARCHITECTURAL PLANS) — EXISnNG PATH - S.. P CIVIL PRTLMA \ - w +4 `TIMBERSTEPS -Iw ,49 PROPOSED WATER MAIN{SEE CIVIL PLN-A) AND EASEMENT PROPOSED MUCHEDTRAJL. LOCATION APPDETALG GNSEET$03.ROXMTi.SEE OBE IELD LOCATED .�� `♦_ - r - y I / ��,��/J. y�!I SYSIOLOWST TOAVOID DAMAGE TO EXISTING VEGETATION TO THE GREATEST E%TcNT PMBLE PROPOSED CULVLRT, SEL CIVIL PLANS PROPOSED NGPA BOUNDARY (AVERAGED 35'..��� j 5 SMO`Gl1'S'A RUFFSR) WITH SPLIT RAIL FENCE AND NGPA - _ _ l % SIGNS(TYPIULL)\ - I ..III �• ! STANDARD 35' BUFFER PROPOSED BENCH LOCATION 91ATENALS TO BE DETERMINED) PROPOSED MONUMENT LOCATION (MATEPAUTO BE DETERMINED) CML UMTI OF GRADM' TIP. - (DASHED ONE) PLAN LEGEND DELINEATED OHWM OF STREAM A (CLASS 4 STREAM) APPROXIMATE OHWM OF STREAM A(NOT DELJFEATEO) — STANDARD 35' BUFFER OF STRLAM A __.a....�.__. _.. PROPOSED AVERAGED NGPA BOUNDARYMHD SPLIT RAIL FENCE LOCATION WITH NGPASrNS BUFFER AVERAGING LEGEND PERMANENT BUFFER IM►AC73(BUFFER LOSS} 6,756 SF ® COMPENSATION AREA(BUFFERGAIN} 7.0143F NETBUFFERGAIN 250 SF TEMPORARY BUFFER IMPACTS & MITIGATION LEGEND MULCHED TRAIL BENCH, & MONUMENT MPACT WS SF (ADDITIONAL AREATO BE RESTORED I:I) MULCHED TRAIL. BENCH, & MONUMENT BOS SF MITIGATION (SAL PLA]•TBJG PLAN ON SHEET SB-2) GRADING AND WATER MAIN IMPACTS (TO BL 3.79S SF RESTORED AT THE LOCATION OF IMPACT, SEE PLATTING KAN ON SHEET S82) ADDITIONAL ENHANCEMENT RN )YES 32,269 SF REMOVAL, CONIFER & SHRUB CONIFER MFIL I. PLAATRJG, SEE PLANTING PLAN ON SHEET S112) T F I E WATERS H E D 750 Sixth Street South Kirkland WA 98033 p `125AM242 (425.827.8136 www,v atwsfl co.com Science & Design i g f1 wLuj a �? Q o � V z ZH m 0odU ;7d5- Oza z 90 IX (n > P Lu Z a d -Z r T m LLi IL ♦CL Ln N 4W L.IJ V) 0 I! BUILDINGS \ SO / (SEE ARCHITECTURAL \ � 1e= � � C'� 0 1 PLANS) WALL, TYP. SEE CIVIL PLANS - A SIGN, TYP. SEE ARCHITECTURAL PLANS - B X`� 0I � m E VAULT TTP. SEE OW PLANS 'TOE if. . \ , �11,`1 II ; x;NOT FOR CONSTRUCTION m ta�� R „ Q,p. ' \ L• L• L e I r _ f�, f' THESE PANS HAVE BEEN SUBMITTED TO T11EAPPROPPATE �O AGENC $FOR RMIFWAND APPROVAL UNTL APPROVED. THESE PLANS ARE: an - SUBJECT TO REVISION SHEET INDEX GENEWLLNOTES: Sal STREAM BUFFERIMPACTS & MITIGATION PLAN PATIO LOCATION. WE ARCHTTECTU AL PLANS J y SBl MRIGP.TSON FLAMING PLUS l SB3 MITIGATION PLAN NOTES. PLANTING SPFC3FICATK]NS. & DETAILS STREAM BUFFER IMPACTS & MITIGATION PLAN SCALE: I" = 301_0 II 0 30, 60, 120'0 ■ NOTES I- REPERTOARCNTTECIORALRANS PREPARED BY BAYLIS ARCHITECTS FOR SITE PINY AND BURRING INFORMATION: 2 REFER TO CIVIL PLANS PREPARED BY CPH CONSULTANTS FOR GRADING AN0 UTILITY INFORMATION 3. REFER TO THE LANDSCAPE PLAN PREPARED BY THE WATERSHED COMPANY FOR LANDSCAPL AND TREE MITIGATION PLANTING INFORMATION J. REFER TO THE TREE INVENTORY PLAN PREPARED BY THE WATERSHED COMPAMYFpRTREE RETENTION INFORMATION. ...--- SHEET SIZE: rgj� SCALE ACCORDINGLY, is + j J PROJECT MANAGER MG � DDESIGNED,.CL DRAFTED: CL a�IEa CHECKED: MG w>,StINTrow JOB NUMBER PFGISIEI® oao I o9 L�IIRICAIT rra.Fw SHEET NUMBER C CepArf.TMNin1�E GenOw� SBI OF 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 WATER MAIN AND TEMPORARY BUFFER RESTORATION PLANT SCHEDULE SYMBOL LATIN NAME COMMON NAME SIZE SPACING QTY. TREES l� PSEUDOTSUGA MENZEISII DOUGLAS FIR 2 GAL AS SHOWN 2 SHRUBS I Ac J ACERCIRCINATUM VINE MAPLE I GAL AS SHOWN 23 CORYLUS CORNUTA BEAKED HAZELNUT I GAL AS SHOWN 6 C CORNUS SERICEA RED OSIER DOGWOOD I GAL AS SHOWN 22 Q MAHONIAAQUIFODUM TALL MAHONIA I GAL.. AS SHOWN 140 O` RUBESSANGUINEUM RED FLOWERING CURRANT IGAL AS SHOWN II O ROSA NUTKANA RED HUCKLEBERRY I GAL. AS SHOWN 38 0"/ RUBUS SPECTAWLIS SALMONBERRY I GAL. AS SHOWN 24 SAUX SITCHENSIS S1TKA WILLOW I GAL AS SHOWN 4 0 SYMPHORICARPOSALBUS SNOWBERRY IGAL AS SHOWN 78 BUFFER INFILL PLANT SCHEDULE NOTE: IM/ASfVE PLANT REMOVAL AND JNFILL PLANTING LAYOUT TO BE HELD COORDINATED BY THE RESTORATION CONSULTANT SYMBOL LATIN NAME COMMON NAME SIZE QTY. TREES PSEUDOTSUGAMENZEISII DOUGLAS FIR 2GAL. 25 . THUJAPLICATA WESTERN RED CEDAR 2GAL 20 SHRUBS ACER CIRCINATUM VINE MAPLE I GAL 13 CORNUS SERICEA RED OSIER DOGWOOD I GAL 13 MAHONIAAQUIFODUM TALL MAHONIA I GAL 13 RIBES SANGUINEUM RED FLOWERING CURRANT I GAL 13 VACCINIUM PARVIFLORUM RED HUCKLEBERRY I GAL 13 RUBUS SPECTABIUS SALMONBERRY I GAL 13 SALIXSRTCHENSIS SITKAWILLOW I GAL 13 SYMPHORICARPOSALBUS SNOWBERRY I GAL 13 MITIGATION PLANTING PLAN SCALE: I" = 20-0" Q!s1►19V15t]010111*i I. REFER TO MTIGATIpN NOTES rOR CONVMXTON SEQUENCE AND OVERAU PUN IMPLEMENTATION. 2, YAM ON THIS PLAN SHALL NOT COMMENCE UNTIL THERE HAS DEENA PRECONsTRLICnON MEETING BETWEEN THE CONTRACTOR AND RESrOFATTON CONSMT/NNT. 3. INVASWU SPECIES REMDVALAND INFILL PLANTING RTO BE FIELD COORD#-ATED BY THE RESTORATION CONSULTANT. 4 EXISTNG VEGETATION WTr41N THE WATER MAIN AND THE PROPOSED NGPA SHALL BE RETAINED TO THE GREATEST EXTENT POSSIBLE, REFER TO MRIGATION PUN NOTES F4A SPECIFICS. S. CONTRACTOR SHALL MAINNN PLANT MATERLAL ONnL OWNER ACCEPTANCE AND SHALL PROVIDE A ONE-YEAR PLANT WMRAtM ON ALL PLANTS. 0 2V 40' 80, THE WATERSHED COMPANY 750 Sixth Strad South Kirkland WA 98033 p 425.922-5242 T 42S.B27.0136 4WYW.WBLErSheximom Science & Design J d W LU 1: Qa 0 W 0 Q Z cn Z O Q ED Z LU cod ° 0 Ca U ��a �o I m Z ?a0 w ��V m LL a U)Z) Ln LL LO mldld I 1 i_I_ �_i .. SHEET SIZE: ��IljjjIllN] ONGROL PLAN I524'. 36'. SCN-EACCCWXHWLY. 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( ( U Z Z a- W O Z Z :5 CL Z O V C E Icicle Creek Engineers, Inc. Geotechnical, Geologic and Environmental Services Phil Davidson Claremont Development Company, Inc. 515 — t 16th Avenuc NE, Suite 108 Bellevue, Washington 98004 INTRODUCTION June 24, 1999 DEW � ,�. Report Geological Engineering Services Coal Mine Hazard Assessment Cugini Property 108th Avenue SE and State Route 515 Renton, (King County), Washington File No. 0336-001 This report summarizes Icicle Creek Engineers' (ICE'S) geological engineering services regarding a preliminary coal mine hazard assessment of two land parcels located near the intersection of 108th Avenue SE and State Route (SR) 515 in Renton (King County), Washington. In this report, the land parcels are referred to as the Southeast and the Northwest Parcels; collectively, the land parcels are referred to as the "Cugini property." Our services have been completed in general accordance with our Services Agreement dated June 2, 1999 and were authorized by Alex Cugini on June 4, 1999. The property is situated in southeast Renton in an area where historic underground coal mining has occurred. The property is shown relative to nearby physical features on the Vicinity Map, Figure l . BACKGROUND INFORMATION We understand that this property is being considered for development. The type of development is not known_ Portions of this property are underlain by the underground workings of the Springbrook Mine. King County Ordinance No. 13319 describes general policy for land use in "Coal Mine Hazard Areas" within King County. Recently, draft Administrative Guidelines (DAG) have been developed by King County Department of Development and Environmental Services (DDES) that generally outline the requirements for technical review and evaluation of Coal Mine Hazard Areas. SCOPE OF S.ERIVCES GENERAL `The purpose of our services was to conduct a coal mine hazard assessment of the Cugini property following the review and evaluation guidelines presented in DAG. Our specific scope of services included the following: Icicle Creek Engineers, Inc,, Meadow Creek Professional C enler. 22525 5E 64ih PEacc, Suite 202. Issaquah, Washingion 98027 Telephone: (425) 557-4368 Fax: (425) 557-4369 Claremont Development Company, Inc. June 24, 1999 Page 2 1. Geologic Information Review - Review available information concerning project site topography, geology, soil conditions and other relevant site characteristics. Published materials include geologic maps prepared by the U.S. Geological Survey (USGS), and a variety of maps published by the Washington State Department of Natural Resources. 2. Mine Records Review - Review of available mine records to evaluate the location of the mined -out areas, together with the depth of mining, thickness of zone mined and mining methods. This information was reviewed in concert with ground surface topography to evaluate if there has been any surface expression or collapse of underground openings. 3. Geologic Reconnaissance - Surface reconnaissance mapping to identify mine openings such as adits or air shafts, together with stockpiles of tailings or other areas in which the original ground surface has been disturbed. In addition, we noted any surface topographic anomaly that might indicate collapse of underground workings. 4. Mine Mapping- Mine mapping included superimposing the identified mines onto a project site base map. This map was used to develop geologic cross -sections showing the depth to mined -out areas and a preliminary interpretation of mine overburden conditions. The cross -sections were used to develop a map showing the estimated depth below the ground surface to the mine workings. S. Evaluation - Based on the findings of Scope Items I through 4, classify the mine hazards as either; 1) severe coal mine hazard areas, 2) moderate coal in ine hazard areas, or 3) declassified coal mine hazard areas. Evaluate the potential for regional ground subsidence in moderate coal mine hazard areas (vertical ground subsidence, ground tilt and ground strain). b. Mitigation - Develop mitigation for development within severe and moderate coal mine hazard areas, as appropriate. 7. Additional Study - Provide recommendations for additional study, as appropriate. EXISTING INFORMATION The following documents were reviewed regarding the geology, historic coal mining and regulatory status (related to coal mine hazards) in the Cugini property area: • Morrison Knudsen, January 1985, "Engineering Investigation for the Renton, Washington Area," prepared for the U.S. Department of Agriculture Office of Surface Mining. • Warren, W.C., Norbisrath, H., Grivetti, R.M., and Brown, S.P., 1945, "Preliminary Geologic Map and Brief Description of the Coal Fields of King County, Washington," United States Geological Survey, 1 plate. • Washington State Department of Natural Resources, 1948, historic map of the Springbrook Mine including surface features and underground mine workings. GEOLOGIC SETTING The Cugini property is underlain by bedrock of the Renton formation. Renton formation bedrock consists of interbedded sandstone, siltstone, shale, claystone, carbonaceous shale and coal beds. Structurally, the bedrock has been uplifted, folded and faulted over time. This structural deformation of the bedrock has created a northwest trending syncline. "Syncline" is a geologic term referring to a fold in the bedrock layering that is concave up. The "limbs" or layering of the syncline dip at angles ranging from 30 to 70 degrees from horizontal. The bedrock is covered with weathered soil and glacial sediments varying in thickness from a few feet to several tens of feet. The glacial sediments are referred to as Vashon age glacial till consisting primarily of dense to very dense silty sand with gravel. Icicle Creek Engineers 0336000062499 Claremont Development Company, Inc. June 24, 1999 Page 3 MINING HISTORY GENERAL The Springbrook Mine is one of several small underground mines in this area and it underlies portions of the Cugini property as shown on the Underground Mine Map, Figure 2. Presently, there are no active coal mining operations on or adjacent to the Cugini property. MINING METHODS The Springbrook Mine was an underground mine developed using "roam -and -pillar" (also referred to as "chute -and -pillar") mining methods. Initial development of the mine was from a "water slope" or entry tunnel driven along the strike of the mine to facilitate drainage. The entry tunnel serves as the main haulageway for coal out of the mine. The entry tunnel is usually paired with a second tunnel driven parallel to the main slope to serve as an "air shaft." The entry tunnel and air shaft were connected at certain intervals with cross -cutting tunnels. Air would then be mechanically forced (a fan) down the air shaft to provide air circulation within the mine. Air shafts in other areas were driven depending on the circulation requirements for the mine. Usually the main slope and air shafts were heavily shored with timber postAeams or reinforced concrete to prevent collapse. The main slope was used to remove coal from the mine using coal cars on tracks that were lifted up the main slope using a hoist. At specified intervals along the main haulageway, "chutes" were driven up the coal seam. "Cross- cuts" were then driven between the chutes. The chutes and cross -cuts were then widened until the coal left in place (pillars) and rooms comprised about a I to I ratio, Most or all of the pillars were removed before abandonment of a level. This mining inethod is referred to as "full pillar extraction." Full pillar extraction is a normal underground mining process designed to maximize coal extraction and to promote short term collapse of the mined -out areas. As designed, [lie removal of the pillars causes the mined -out area to collapse within a few days to a few weeks following retreat since backlilling was not intended_ Based on engineering studies of the mines conducted at the time of mining, caving of the mined -out areas (rooms) was desirable upon retreat of production areas. Room caving was desired to allow the overburden pressures in the mines to adjust. If mined -out rooms remained open, then "bumps" became a major concern. Bumps occur when a large room remains open for a long period of time followed by a catastrophic collapse sending an air blast through the mine that could injure the miners. SPRINGHROOK MIKE The Springbrook Mine was active from the early 1900s to about 1948. The primary coal seam that was mined in this area is called the Springbrook Seam. The Springbrook Seam is inclined downward to the south at 54 to 57 degrees at this location; a horizontal line on the coal seam would be oriented roughly east - west. The Springbrook Seam was mined for a total thickness of about 5 feet. The percentage of coal mined from production room and pillar areas is not confidently known. Based on our review of the historic mine maps and review of production records, it appears that about 80 percent of the coal was mined from the production areas. The mined -out areas are shown on Figure 2. Geologic cross -sections showing the general orientation of the mined -out zones are shown on Figure 3. The depth to the underground mine workings (35 to 450 feet below the existing ground surface) is shown on the Depth to Underground Mine Workings, Figure 4. A surface feature (an airshaft) for the Springbrook Mine (located about 350 feet west of the Northwest Parcel) is shown on Figure 4. No other surface features such as mine entries, mine rock fill stockpiles or buildings associated with the mining in this area are indicated within the Cugini property on the historic mine map. Icicle Creek Engineers 03369011062499 Claremont Development Company, Inc. June 24, 1999 Page 4 SURFACE CONDITIONS GENERAL The surface conditions on the Cugini property were evaluated based on detailed geologic reconnaissance on June 17, 1999 by Brian Beaman of ICE and review of historical nine maps. HISTORIC MINE MAP REVIEW As previously described, no mining -related surface features were indicated within the Cugini property based on our review of the historic mine maps. The property on the historic mine maps (1948) is shown to be bordered to the east by Io8th Avenue SE and to the north by SE 172nd Place. The current location of 108th Avenue SE where it crosses between the Northwest and Southeast Parcels and SR 515 did not exist in 1948. CURRENT SITE CONDITIONS The Cugini property is currently undeveloped and is vegetated with second -growth conifer and deciduous trees and dense brush. The ground surface is level to gently sloping. A shallow drainage swale (about 10 to 15 feet deep) crosses the Northwest Parcel from east to west. No ground surface depressions (suggesting a mine opening or sinkhole) were observed on the Cugini property. No surface evidence of mine rock fill was observed on the Cugini property. COAL MINE HAZARD DESCRIPTION GENERAL. The principal physical hazards associated with abandoned coal mines include 1) mine openings, sinkholes and related gas emissions or concentrations (Severe Coal Mine Hazards), 2) regional ground subsidence (Moderate and Declassified Coal Mine Hazards), and 3) mine rock fill. Sinkholes form shallow depressions in the ground surface, or in extreme cases, a vertically -sided pit caused by collapse of poorly backfilled mine openings or progressive failure of the mine roof (stoping). Regional ground subsidence occurs as regional plastic deformation of the ground surface as the mine collapses. Mine rock fill includes stockpiles of mining by-products consisting of broken rock and coal. Other considerations are the potential for "wildcat" or "gypo" mining (undocumented mining) and the accuracy of the historic mine maps when being used to evaluate the subsurface geometry of these mines and associated development constraints. SEVERE COAL MINE HAZARD AREAS Severe coal mine hazard areas are typically underlain by underground mine workings that are less than 200 feet below the ground surface. In these areas surface features such as mine openings, shafts and sinkholes may be present. Sinkholes form because of progressive caving of the mine roof or by the settling of backfill in improperly reclaimed mine openings. Sinkholes are usually preceded by a sag in the ground surface that typically deepens during a period of several days or weeks before collapse. Sinkholes are generally circular or elongated and are typically a few feet to (more rarely) tens of feet in diameter. The typical effect of a sinkhole is the loss of ground support of surface structures. No evidence of mine openings, shafts or sinkholes were observed within the Cugini property at the time of our surface reconnaissance. Gases associated with abandoned mines (predominantly methane gas and carbon dioxide) are typically greatest at mine openings or in "air -traps" within the mine workings. Since methane and other volatile gases are lighter than air, dissipation into the atmosphere occurs rapidly at or slightly below the Icicle Creek Enginecrs 0336001/O62499 Claremont Development Company, Inc. June 24, t 999 Page 5 ground surface. Mines such as the Springbrook Mine have not been undisturbed for more than 50 years and are not likely to emit gas quantities that are hazardous. MODERATE AND DECLASSIFIED COAL MINE HAZARD AREAS Moderate and Declassified Coal Mine Hazard Areas are generally areas where the mine workings are more than 200 feet below the ground surface and are potentially affected by "regional ground subsidence." Regional ground subsidence occurs when the ground surface subsides over a large area. Surface deflection is caused by plastic deformation of the strata overlying the mine as the roof sags into the mine. The affected area is expected to be much larger than the vertical projection of the underground mine workings. The effects of regional ground subsidence include ground subsidence (settlement), ground tilt and ground strain. Based on case histories in mining districts in other states and countries, regional ground subsidence usually occurs within a few days to years following abandonment of the mines. Regional ground subsidence is not a public health and safety issue, the potential hazard is related directly to property damage. The following are the definitions for Moderate and Declassified Coal Mine Hazards Areas as presented in DAG: Moderate Coal Mine Hazard Areas - Moderate Coal Mine Hazard Areas require special engineering or architectural measures to mitigate excessive ground displacement, and ground tilt and strain. Declassified Coal Mine Hazard Areas —Declassified Coal Mine Hazard Areas are those areas affected by regional ground subsidence, but no special engineering or architectural measures are needed as mitigation. No manifestation of regional ground subsidence was observed during our reconnaissance within the Cugini property and adjacent areas. MINE ROCK FILL Mine rock fill consists of loose rock and soil mixed with inferior grade coal from underground workings and fines from coal washing operations. These materials were not compacted and are potentially compressible because of the loose texture and long-term air degradation of the coal. No mine rock fill was observed during our surface reconnaissance of the Cugini property. UNDOCUMENTED MINING No undocumented mining is known to have occurred within the Cugini property. This is based on the detailed surface reconnaissance, review of extensive mine records and personal knowledge of this area dating over 40 years. ANALYSIS OF COAT. MINE HAZARDS METHODOLOGY The evaluation of development issues associated with abandoned underground coal m ines is based on methods that have evolved over the past several years, primarily in King County. During the past three years, King County DDES has developed specific policy and has drafted guidelines for technical evaluation of areas underlain by abandoned underground coal mines. These draft development guidelines developed by King County are referred to as the "Administrative Guidelines to Implement Coal Mine Hazard Assessment and Mitigation Plans," and are referred to in this report as the Draft Administrative Guidelines Icicle Creek Engineers 033600111062499 Claremont Development Company, Inc. June 24, 1999 Page 6 (DAG). The method recommended in DAG was used in this study to evaluate these development issues and is consistent with current and local standards of engineering practice. The results of our analysis are attached to this report. ANALYSIS Severe Mine Hazard Areas The Severe Mine Hazard Areas are underlain by abandoned underground coal mines at a depth of less than 200 feet and are shown on the Mine Hazards Map, Figure S. These are areas where a risk of sinkholes exist (greater than 1 percent risk). Moderate and Declassified Coal Mine Hazard Areas Moderate and Declassified Coat Mine Hazard Areas are underlain by abandoned underground coal mines at a depth of more than 200 feet. These are areas where regional ground subsidence may occur, but not sinkholes. The primary difference between these classifications is that a Declassified Coal: Mine Hazard Area does not require special engineering or architectural measure to mitigate for regional ground subsidence. Our evaluation assumes a scenario in which the mined -out zones shallower than 200 feet are not collapsed and may collapse during the next 100 years. The original mined height of the Springbrook Seam used in our calculations is 5 feet. Based on our analysis and empirical methods suggested by DAG, total potential ground subsidence is estimated to be up to 27 to 28 inches during the lifetime of the development (assumed to be 100 years) on the Cugini property. The predicted distribution of ground subsidence is shown on Figure 5. We also predicted maximum ground strain. Maximum extension and compression of the ground surface is predicted to he more than 0.003 inches per inch. This excessive ground strain (strain greater than 0.003 inches per inch) occurs south of the Cugini property. The strain values were calculated using methods described in the Subsidence Engineers' Handbook (1975) and suggested by DAG. Predicted ground tilt values are a function of the subsidcnce profile, Ground tilt is excessive (less than I V:350H (vertical to horizontal) in the area .south of the Springbrook Mine. A 1V:350H tilt means that there is the potential for differential settlement of the ground surface that may be one foot of vertical settlement in 350 horizontal feet. Developable Areas Developable areas are all other areas not affected by underground coal mines. 'These areas may have other building constraints such as wetlands. steep slopes, etc., and require additional critical areas review, as appropriate. CONCLUSIONS AND RECOMMENDATIONS GENERAL Rased on our review of available information and analysis of coal mine hazards at the Cugini property, we have developed the following conclusions: • Portions of the Cugini property are underlain by the Springbrook Mine as shown on Figure 2. • The depth to the mine workings that underlie the Cugini property varies from about 35 to 450 feet below the ground surface. • That portion of the Southeast Parcel north of the line on Figure 5 indicated as having "Less than 1 inch" of vertical ground subsidence requires special engineering or architectural measures for mitigation of vertical ground displacement, ground tilt and ground strain (Moderate Coal Mine Hazard Area). Icicle Creel: Engineers 0336001/062499 Claremont Development Company, Inc. .tune 24, 1999 Page 7 • That portion of the Southeast Parcel south of the line on Figure 5 indicated as having "Less than 1 inch" of vertical ground subsidence does not require special engineering or architectural measures for mitigation of regional ground subsidence (Declassified Coal Mine Hazard Area). • That portion of the Northwest Parcel north of the area shown on Figure 5 as a "Severe Mine Hazard Area" is not affected by coal mine hazards (Developable Area). SEVERE COAL MINE HAZARD AREAS Based on our review of available information, a portion of the Springbrook Mine underlies the Cugini property within 200 feet of the ground surface. Currently, the generally accepted depth or thickness of overburden for "safe" surface development over underground mines in this area is 200 feet. In our opinion, there is a high risk of sinkhole development at the Cugini property within the area shown as a Severe Coal Mine Hazard Area on Figure 5. The Severe Coal Mine Hazard Area includes a 45-foot-wide buffer along (lie updip (north) projection of the coal seam. We recommend against development of buildings, roads, parking lots or trails in this area unless the status of mine collapse is evaluated by subsurface exploration and reclamation, as necessary. MODERATE COAL MINE HAZARD AREAS It is our opinion that the areas north of the "Less than 1 inch" contour line and south of the Severe Coal Mine Hazard Area as shown on Figure 5 are Moderate Coal Mine Hazard Areas. Conceptual mitigation measures for structures, roads and utilities within this area include the following; • Use of rigid foundations (conventional reinforced concrete spread footings) supporting a flexible superstructure (wood -frame). • Small, square or nearly square -shaped building pads should be favored over large, irregularly shaped building pads_ • Crawl -space construction rather than slab -on -grade. However, slab -on -grade may be used in garage and driveway areas. • Buildings should be constructed such that they could be easily releveled. • No brick or basement construction. • Edges of foundations should be backfilled with loose soil or other compressible material to allow for potential ground compression. • Underground utilities should be designed with flexible and!or telescopic couplings or fittings. • Utilities that depend on gravity for [low (sewers and storm drain) should be designed to compensate for the potential for ground subsidence. DECLASSIFIED COAL MINE HAZARD AREAS It is our opinion that the area south of the "Less than I inch" contour shown on Figure 5 within the Southeast Parcel is a Declassified Coal Mine Hazard Area. No special engineering or architectural measures are needed in this area to mitigate coal mine hazards. DEVELOPABLE AREAS It is our opinion that the area north of the Severe Coal Mine Hazard Area within the Northwest Parcel is a "Developable Area." Based on available information, this area is not underlain by, or affected by regional ground subsidence. These areas may have other building constraints such as wetlands, steep slopes, etc., and require additional critical areas review, as appropriate. Icicle Crock Engineers 0336000062499 Claremont Development Company, Inc. June 24, 1999 Page 8 MINE ROCK FILE. No mine rock fill occurs within the Cugini property based on our surface reconnaissance. ICE Should be contacted for review and evaluation if mine rock MI is encountered during site grading GROUND PROOFING Coal mine hazards exist because of the potential for collapse of the underground mines. No coal mine hazards exist ifthe mines have collapsed or been properly filled/reclaimed. It is our opinion that severe coal mine hazard areas may be developed without restriction provided that the underground mines are demonstrated to have collapsed or are properly reclaimed. This may be accomplished by a drilling program (ground proofing). The purpose of ground proofing is to obtain specific subsurface data that can be used to evaluate the status of collapse, assess the risk of sinkholes and to validate historic coal mine map survey accuracy. Ground proofing requires drilling test holes through the underground workings to assess the overburden character and the condition of the underground workings. If the character of the overburden can he shown to be more competent than assumed, and/or the mine workings are collapsed or partially collapsed, then our assessment of coal mine hazards at the Cugini property will he revised. The ground proofing program, if undertaken, should be designed to account for the possibility of drilling through existing pillars rather than the mined -out areas. The purpose of having several drill holes is to increase the probability of encountering an underground mine, if present, to an acceptable confidence level. USE OF THIS REPORT We have prepared this report for Claremont Development Company, Inc. for use in evaluating coal mine hazards at the property subject to this consultation. Our report, conclusions and interpretations should not be construed as a warranty of subsurface conditions at the site. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in this area at the time the report was prepared. No warranties or other conditions, express or implied, should be understood. Icicle Creek Engineers 0336001/062499 Claremont Development Company, Inc. June 24, 1999 Page 9 We trust that this repots provides the information you need at this time. If you have any questions or need additional information, please contact us_ EMPIRES /O Document ID: 0336001.RIP fwo copies submitted ,Agaclimcnls Yours very truly, Icicle Creek Engineers, Inc. qu &",- Brian R. Beaman, P.E., P.G. Principal Engineer/Geologist Kathy . Killman, P.G. Principal Geologist Icicle Creek Engineers 0336001/062499 rhp Ar! ,y r MAL rax: bstgtio j ` > 771 . 7 allot I , IP t�k �\ ! � ' ---� - } - -- 1 _, _ CUGINI PROPERTY tim LA 7 33 7101 � , } Snow, � 1 x �� �, ? 1 � 4i1• ailf '(1 t\V t•1� .. 1 it � Pm,rd ik�m T6PDl91??7 WiliFflwer Pr<.iuy"pns(w.-a.tapo coes} � . N 0 2,000 4,000 Scale in Feet Icicle Creek Engineers Vicinity Map - Figure I N SE 1 72nd Street ♦ I ♦• Cugini Property `�♦ Northwest Parcel �• •— •— "7 a !: SPRINGBROOK MINE EXPLANATION Cross -Section Location A (see figure 3) Nolen- 11 Base map provided by Claremont pevelopmer-A Company 2) Location of uridercycund mhe w0fkng5 of She Spnngbrook mine map based on hislaric map on lde with the Wdshirlglon Slate papartm eN of Natural Resou-ces IRenlon MiNrg Company, 1948j. Icicle Creek Engi 0 f�- C :10, I r: i 1 �I •• I Cugini Property Southeast Parcel 0 150 300 Approximate Seale in Feet Springbrook Mine Underground Mine Map - Fi A A' (North) (South) 450. 450 300 LL 0 w v w 150 N B (North) 450— Severe Mine Hazard Area Declassified and Moderate Mine Hazard Area Glacial Till 200 feet Bedrock Severe Mine Hazard Area Declassified and Moderate Mine Hazard Area 300 M m` m 0 S 0 B, (South) 450 Glacial Till a) 300 300 m � \2000 O 7-1 LU 150— Bedrock 150 it x C Notes: l) Lowlion of moss -section A-RIB-0' mown n figure 2. Q 150 300 2j SUbx !`Zce sail, bedrock and mine conditions shown on the Goss sectro l HDfIZDnt81 Scale = Vertical Scale are based on review of available infwnation. Ach,al subane suw lcon ftons may very. Springbrook Mine Icicle Creek Engineers Geologic Cross -Section A-A'/B-B' - Fi 31 0 0 f+ 6 z n SE 1 72nd Street Vertical Projection of Underground Mine Workings and Depth in Feet Notes 1) Base map provided by Cbrem oni Oevebpment Company 21 Location of underground mine workings of the Springbroak m ine m Bp based an hiatorlc m ap on file w1h the V�bshingion Stale I)fVwment of Natural Resources Renton Minirg Company, 1548) Icicle Creek Engineers Depth to Un A • • i nl Property east Parcel 0 150 Sao Approximate Seale in Feet Springbrook Mine ground Mine Workings - Fi 1V SE 172nd Street �4 Cugini Property .� Northwest ParceE i •�••�••�'-"—"7 EXPLANATION I ............................. ......ti.......fl .20 inches .... ...... ................... ...................................... •10 inchesr ...... ......... . Moderate Coal Mine Hazard Are f................................... .................Less than 1 inch ........... ❑�assifed Coall Mink Hazard Area; Severe Coal Mine Hazard Area = Areas where the underground mine •. I is less than 200 feet below the ground V surface (includes a 45 foot buffer on Cu ini Property the north side of hazard area). 9 p y Southeast Parcel ...............10 inches Moderate/Declassified Coal Mine Hazard Area ...........() Estimated vertical ground subsidence of Inches... the ground surface caused by regional ground subsidence Notes: 1) Base map provided by Claremont Development company 2) Looallon of ur0erground m ine wort irgf of the Springbrook ry mne map based on historic map on file with the Yashinh;nn 0 150 300 State Depanment of Natural Resoiy"s (Renton Mining Company. IB4A) Approximate Scale in Feet Icicle Creek Engineers Springbrook Mine Mine Hazards Map - Figure 5 4OVED Report Geological Engineering Services Coal Mine Hazard Assessment Cugini Property —Northwest Parcel Renton (King County), Washington March 22, 2004 P ro j ect No. 033 6-00 4 Prepared For: Alex Cugini Prepared By; Icicle Creek Engineers, Inc. ICICLE CI��EEK E N G I N E E R S Geotechnical, GeolDgic -arid Environmental Services March 22, 2004 Alex Cugini c/o Claremont Development Company, Inc. 515 — 116'h Avenue NE, Suite 108 Bellevue, Washington 98004 INTRODUCTION Report Geological Engineering Services Coal Mine Hazard Assessment Cugini Property —Northwest Parcel Renton (Icing County), Washington File No. 0336-004 This report summarizes Icicle Creek Engineers' (ICE's) geological engineering services for a coal mine hazard assessment of a portion of the Cugini property referred to as the "Northwest Parcel" located northwest of the intersection of 108`h Avenue SE and State Route 515 near Renton in King County, Washington. The Cugini property is shown relative to nearby physical features on the Vicinity Map, Figure 1. ICE previously provided a preliminary coal mine hazard assessment of the Cugini Property that is divided into two parcels referred to as the "Northwest Parcel" and the "Southeast Parcel" as shown on Figure 1 and the Cugini Property Site Plan, Figure 2. The results of the preliminary coal mine hazard assessment of the two parcels are presented in our report dated June 24, 1999. Subsequent to the June 1999 study, ICE conducted a detailed coal mine hazard assessment of the Southeast Parcel that included ground proofing (subsurface exploration) to evaluate the collapse status of the abandoned underground coal mines. The results of that study for the Southeast Parcel are presented in our report dated November 13, 2001. BACKGROUND INFORMATION ICE's June 1999 preliminary coal mine hazard assessment identified an abandoned underground coal mine, referred to as the "Springbrook Mine," underlying the south portion of the Northwest Parcel. Because no subsurface exploration was conducted to evaluate the collapse status of the abandoned underground coal mines, ICE assumed that the mines were substantially not collapsed which resulted in a portion of the Northwest Parcel being considered a "Severe" and "Moderate Coal Mine Hazard Area." Severe Coal Mine Hazard Area designation results in relatively restrictive conditions for site development in these areas. Severe and Moderate Coal Mine Hazard Areas are described later in this report. Under current King County regulations (Administrative Guidelines for Coal Mine Hazard Areas - Ordinance 133 I9), development of buildings, roads, parking lots or trails are not allowed within Severe Coal Mine Hazard Areas and mitigation is required in Moderate Coal Mine Hazard Areas. However, a detailed coal mine hazard assessment may be conducted including "ground proofing" (subsurface exploration) to physically evaluate the character of the overburden soil and bedrock, and the status of mine collapse. if the overburden is shown to be competent and the mine void is substantially collapsed, then development, including paved access and parking and possibly building, may be allowed. .:,i,rixS 1i,i:: i : a (42`D 427-8187 I or-, - fax, r Alex Cugini c/o Claremont Development Company, Inc. March 22, 2004 Page 2 SCOPE OF SERVICES The purpose ofourservices was to conduct a detailed coal mine hazard assessment (ground proofing) of the Northwest Parcel. Specifically, our services included: • Evaluate subsurface soil, bedrock, voids and ground water conditions and historic mine map accuracy by drilling seven test borings (Borings 13-5 through B-1 I) to depths ranging from 20 to 160 feet in the Severe Coal Mine Hazard Area identified in ourJune 1999 study. These test borings were supplemented by the four test borings (Borings B-I through B-4) completed for ICE's November 2001 study. • Based on the findings of ICE'S June 1999 preliminary coal mine hazard assessment, ICE's November 2001 ground proofing study of the Southeast Parcel and the current ground proofing program on the Northwest Parcel, classify the coal mine hazards as either: 1) Severe Coal Mine Hazard Areas, 2) Moderate Coal Mine Hazard Areas, or 3) Declassified Coal Mine Areas. • Evaluate the potential for regional ground subsidence in Severe and Moderate Coal Mine Hazard Areas (vertical ground subsidence, ground tilt and ground strain), if appropriate. • Develop mitigation fordeveloprnent within Severe and Moderate Coal Mine Hazard Areas, if appropriate. GEOLOGIC SETTING The Cugini Property is underlain by bedrock of the Renton formation. Renton formation bedrock consists of interbedded sandstone, siltstone, shale, claystone, carbonaceous shale and coal beds. Structurally, the bedrock has been uplifted, folded and faulted over time. This structural deformation of the bedrock has created a northwest trending syncline. "Syncline" is a geologic term referring to a fold in the bedrock layering that is concave up. The "limbs" or layering of the syncline dip at angles ranging from 30 to 70 degrees from horizontal. The bedrock is typically covered with forest duff and topsoil, weathered soil and glacial drift(glacial till and outwash) varying in total thickness from a few feet to several tens of feet. Weathered soil typically consists of loose silty sand with gravel and abundant roots. Glacial till typically consists of dense to very dense silty sand with gravel. Outwash typically consists of dense gravel with variable amounts of sand and silty sand with a trace of gravel. EXISTING INFORMATION Tlie following documents were reviewed regarding the historic coal mining in the Cugini property area: • Morrison Knudsen, January 1985, "Engineering Investigation for the Renton, Washington Area," prepared for the U.S. Department of Agriculture Office of Surface Mining. ■ Warren, W.C., Norbisrath, H., Grivetti, R.M., and Brown, S.P., 1945, `Preliminary Geologic Map and Brief Description of the Coal Fields of King County, Washington," United States Geological Survey, 1 plate. • Washington State Department of Natural Resources, 1948, historic map of the Springbrook Mine including surface features and underground mine workings. SPRINGBROOK MINE DESCRIPTION The Springbrook Mine is one of several small underground mines in this area. Based on our review of historic mine maps, the east end of the Springbrook Mine underlies the south portion of the Northwest Parcel as shown on the Springbrook Mine Underground M ine Map, Figure 3. Presently, there are no active coal mining operations on or adjacent to the Northwest Parcel. Icicle Creek Engineers 0336004/032204 Alex Cugini c/o Claremont Development Company, Inc. March 22, 2004 Page 3 The Springbrook Mine was active from the early 1900s to about 1948 when it was abandoned. The main entry and airshaft forthe Springbrook Mine were located approximately 200 feet southwest of the west end of the Nortlnvest Parcel. Based on information ICE has developed for other coal mine hazard studies in this area, the main entry and airshaft to the Springbrook Mine are collapsed and/or backfilled (not accessible). The Springbrook Mine coal seam is inclined downward to the south at 54 to 57 degrees in this area; a horizontal line on the coal seam would be oriented roughly east -west. The coal seam that was mined is reported to be about 5 feet thick. Based on our review of the historic mine maps and review of production records, it appears that about 80 to 100 percent of the coal was mined from the production areas. Geologic crass -sections showing the general orientation of the mined -out coal seam are shown on the Springbrook Mine Geologic Cross -Sections A -A' and B'B', Figures 4 and 5, respectively. The historic mine maps also show that some of the coal seam was not mined under the Northwest Parcel in areas that contained coal. Notes on the historic mine maps indicate that the coal was not mined because it was highly fractured and the fragments were too small for commercial use. However, for the purpose of our June I999 study, we assumed this area to be mined out as a conservative approach as no subsurface explorations were conducted at that time. Based on engineering studies of the mines conducted at the time of mining, caving of the mined -out areas (rooms) was desirable upon retreat of production areas. Room caving was desired to allow the overburden pressures in the mines to adjust. If mined -out rooms remained open, then "bumps" became a major concern. Bumps occur when a large room (a "room" is a mined -out area) remains open for a long period of time followed by a catastrophic collapse sending an air blast through the mine that could injure the miners working in other areas of the mine. The term bump is used because during a catastrophic roof failure, a vibration, or "bump" would be felt at the ground surface. SURFACE CONDITIONS GENERAL The surface conditions on the Northwest Parcel were evaluated based on review of historical mine maps and on detailed geologic reconnaissance conducted on June 17, 1999 by Brian Beaman of ICE and on February I6 through 24, 2004 by Brian Beaman and Scott Dobner of ICE. HISTORIC MINE MAP REVIEW No mining -related surface features were indicated within the Northwest Parcel based on our review of the historic mine maps. The property on the historic mine maps (dated 1948) is shown to be bordered to the east by 108"' Avenue SE (Benson Road) and to the north by the present location of SE 172°d Street. The properties to the west and south were undeveloped in 1948 according to the historic mine maps. Within the past 10 years, 108'h Avenue SE was modified resulting in the Cuaini Property being "split" into the two parcels. CURRENT SITE CONDITIONS The Northwest Parcel is currently undeveloped and is vegetated with second -growth conifer and deciduous trees, and moderately dense brush. The ground surface is level to gently sloping ranging from about Elevation 354 feet in the west corner of the site to about Elevation 400 feet in the east corner of the site. A shallow drainage swale (about 10 to 15 feet deep) crosses the Northwest Parcel from east to west. N around surface depressions (suggesting a mine opening or sinkhole) were observed on the Northwest Parcel. However, a shallow low area along the southwest property line with rock rubble on the surface suggests an area that was filled or otherwise modified. No surface evidence of mine rock fill (mine rock fill is a waste product consisting of coal fines and rock: fragments) was observed on the Northwest Parcel. No surface water Icicle Creek Engineers 0336004/032204 Alex Cugini c/o Claremont Development Company, Inc. March 22, 2004 Pa-e 4 was observed on the Northwest Parcel at the time of our reconnaissance other than water drainage (less than (Tallon per minute) in the floor of the drainage swale that crosses the site. It is likely that the water in the swale varies in volume considerably depending on rainfall. GROUND PROOFING PROGRAM SUMMARY METHODOLOGY The ground proofing program was conducted by drilling seven, 6-inch-diameter borings (Borings B-5 through 13-11) to depths ranging from 20 to 160 feet using nlud-rotary drilling methods with track -mounted drilling equipment provided and operated by Gregory Drilling, Inc. The test borings were supplemented by explorations (Borings B-1 through B-4) conducted during our November 2001 study that were drilled to depths ranging from 91 to 120 feet also using drilling equipment provided and operated by Gregory Drilling. The test borings for the current study were completed between February 16 and 24, 2004 and the test borings for the November 2001 study were completed between October 29 and 31, 2001. The approximate locations of the test boring explorations are shown on Figures 2 and 3. Exploration locations were established by measuring from physical features of the site. The numberof borings was determined such that the probability of drilling through an anomalous tunnel, pillar or caved area was decreased. The subsurface explorations were continuously logged by an engineering geologist from our firm. Representative samples were generally obtained at 5-foot depth intervals either by using a 1.5-inch diameter split -spoon standard penetration test (SPT) sampler or"grab" samples, as noted on the logs. When the SPT sampling method was used, the sampler was driven 18 inches, if possible, with a 140-pound weight falling a vertical distance of approximately 30 inches. The number of blows required to drive the sampler the last 12 inches, or other indicated distance, is recorded on the boring logs. It should be noted that the blow counts may not be representative (will be overstated) of the formation density when gravel or cobbles are encountered. "Grab" samples were typically obtained at 5-foot depth intervals by screening soil cuttings from the discharge pipe. In some zones, no soil samples were obtained because of loss of drill circulation. The soil classification system and explanation for the test boring logs are shown in Figure 7. Logs of the test borings for the November 2001 study and the current study are included as Figures 8 through 18. Drilling rate, which is an indicator of subsurface conditions associated with lithologic (rock type) changes, caved bedrock and voids, was monitored by ICE. We also monitored drilling fluids circulation (drilling fluids, referred to as "mud," is used to convey drill cuttings to the surface), A circulation loss or partial loss would indicate underground fractures, voids and/or caved bedrock. In addition to evaluating subsurface conditions, the ground proofing program was also used to evaluate historic mine map accuracy. Prior to drilling each test boring, the depth of the coal seam or mine was evaluated based on the historic mine snaps. Encountering the coal seani or mine at that predetermined depth would allow for an evaluation of the mine map accuracy. Two geologic cross -sections showing the interpreted subsurface conditions including geology and the Springbrook Mine geometry across the Northwest Parcel, are shown on Figures 4 and 5. GROUND PROOFING RESULTS Boring B-I (Southeast Parcel) Boring B-1 encountered overburden soils consisting of 6 feet of weathered soil, underlain by glacial till to a depth of 24 feet. Glacial till is an unsorted mixture of silt, sand gravel and cobbles often called "hardpan." Glacial till is in a dense to very dense condition as a result of being overridden by approximately 3,000 feet of glacial ice. Bedrock (Renton formation) was encountered at 24 feet. The bedrock consisted of coal from 24 to 54 feet; layers of carbonaceous shale and coal from 54 to 60 feet; coal from 60 to 69 feet; and carbonaceous shale Icicle Creek Engineers 03360041032204 Alex CuOini c/o Claremont Development Company, Inc. March 22, 2004 Pa-e 5 with layers of coal and siitstone from 69 to 76 feet. Carbonaceous shale was observed in the sample at 80 feet. Dri Iling fluid circulation was lost at a depth of 76 feet (indicating bedrock fractures or caved bedrock) and was partially restored to a depth of 82 feet at which time drilling fluid circulation never returned (no bedrock samples from 81 to 110 feet —the bottom of the test boring). Based on the drilling rate, paifial ly caved rock and one 4-inch void (fracture at 78 to 78.3 feet) was encountered from 76 to 90 feet. Caved bedrock was encountered from a depth of 90 feet to the completion depth of the test boring at 110 feet (Springbrook Mine zone —completely caved and collapsed). The Springbrook Mine was encountered within 5 feet of the predicted depth. Boring B-2 (Southeast Parcel) Boring B-2 encountered overburden soils consisting of 6 feet of weathered soil, underlain by glacial till to a depth of 23 feet. Bedrock (Renton formation) was encountered at 23 feet. The bedrock consisted of coal from 23 to 27 feet; siltstone with layers of coal from 27 to 54 feet; coal with layers ofcarbonaccous shale from 54 to 58 feet; and coal from 58 to 92 feet. Soft drilling and drilling fluid circulation was lost at a depth of 92 feet (indicating caved bedrock) to the completion depth of at 120 feet (Springbrook Mine zone — completely caved and collapsed). No voids were encountered in Boring B-2. The Springbrook Mine was encountered within 5 feet of the predicted depth. Boring B-3 (Southeast Parcel) Boring B-3 encountered overburden soils consisting of 5 feet of weathered soil, underlain by glacial till to a depth of 28 feet. Bedrock (Renton formation) was encountered at 28 feet. The bedrock consisted of carbonaceous shale with layers of coal frorn 28 to 34 feet; siltstone with layers of coal from 34 to 48 feet; coal with layers of carbonaceous shale from 48 to 72 feet; and coal (the Springbrook Coal Seam — intact — not mined) from 72 feet to the completion depth of Boring B-3 at 91 feet. No voids were encountered in Boring B-3. No soft drilling or drilling fluid circulation was lost during the drilling of Boring B-3. The Springbrook Coal Seam was intact, as predicted, and within 5 feet of the predicted depth. Boring B-4 (Southeast Parcel) Boring B-4 encountered overburden soils consisting of feet of weathered soil, underlain by glacial till to a depth of 22 feet. B edrock (Renton formation) was encountered at 22 feet. The bedrock consisted of coal with layers of siltstone from 22 to 49 feet; coal frorn 49 to 73 feet; carbonaceous shale with layers of coal from 73 to 79 feet; coal from 79 to 89 feet; siltstone with layers of coal from 89 to 91 feet; coal (the Springbrook Coal Seam — intact — not mined) from 91 to 97 feet; and claystone (very hard — caused drilling refusal) from 97 feet to the completion depth at 100.5 feet. No voids were encountered in Boring B-4. No soft drilling or drilling fluid circulation vvas lost during the drilling of Boring B-4. The Springbrook Coal Seam was intact, as predicted, and within 5 feet of the predicted depth. Icicle Creek Engineers 0336004/032204 Alex CUOini c/o Claremont Development Company, Inc. March 22, 2004 Page 6 Boring B-5 (Northwest Parcel) Boring B-5 encountered overburden soils consisting of 4 feet of forest duff, topsoil and weathered soil, underlain by glacial till to a depth of 32.5 feet. The glacial till was underlain by advance outwash to a depth of 39 feet. Bedrock (Renton formation) was encountered at 39 feet. The bedrock consisted ofsiltstone to a depth of 91.5 feet (with a thin layer of carbonaceous shale at 47.5 to 48 feet); carbonaceous shale and siltstone with thin layers of coal from 91.5 to 1 10; and siltstone from 1 10 feet to the completion depth at 120 feet. No voids were encountered in Borincy B-5. No soft drilling or drilling fluid circulation was lost during the drilling of Boring B-5. The Springbrook Coal Seam was not encountered in Boring B-5 because of the location of the test boring was slightly "updip" of where the Springbrook Coal Seam was "truncated" (eroded) as shown on Figure 5. Boring B-6 (Northwest Parcel) Boring B-6 encountered overburden soils consisting of 6.5 feet of forest duff, topsoil and weathered soil, underlain by glacial till to a depth of 28.5 feet. The glacial till was underlain by advance outwash to a depth of 43 feet. Bedrock (Renton formation) was encountered at 43 feet. The bedrock consisted of siltstone and carbonaceous shale with thin layers of coal from 43 to 55 feet; coal from 55 to 61.5 feet; carbonaceous shale and siltstone with thin layers of coal, and coal from 61.5 to 90.5 feet; siltstone from 90.5 to 94 feet; coal (the Springbrook Coal Seam — intact — not mined) from 94 to 109 feet; carbonaceous shale with thin layers of coal from 109 to 114 feet; and siltstone to the completion depth at 160 feet (with a layer of siltstone with thin layers of coal from 133 to 136.5 feet. No voids were encountered in Boring B-6. No soft drilling or drilling fluid circulation was lost during the drilling of Boring B-6. The Springbrook Coal Seam was intact, as predicted, and within 5 feet of the predicted depth. Boring B-7 (Northwest Parcel) Boring B-7 was drilled in the previously mentioned shallow low area along the southwest property line. This location is directly above the north end of a "mine tunnel" of the Springbrook Mine. During drilling, we encountered loose soils and fragments of sandstone rubble in soil that is possibly fill or "caved soil." We were not able to maintain drilling fi uid circul ation because of the presence of loose soil therefore the test boring was completed at a depth of 20 feet. It is possible that this is a filled "sinkhole" associated with the Springbrook Mine. Boring B-8 (Northwest Parcel) Boring B-8 encountered overburden soils consisting of 2 feet of forest duff, topsoil and weathered soil, underlain by glacial till to a depth of 34 feet. Bedrock (Renton formation) was encountered at 34 feet. The bedrock consisted of sandstone from 34 to 42.5 feet; carbonaceous shale, coal, siltstone and siltstone with thin layers of coal from 42.5 to 70.5 feet; coal, carbonaceous shale, siltstone and siltstone with thin layers of coat from 70.5 to 82 feet; coal (the Springbrook Coal Seam — intact — not mined) from 82 to 96 feet; and carbonaceous shale, siltstone and siltstone with thin layers of coal to the completion depth at 105 feet. No voids were encountered in Boring B- 8. No soft drilling or drilling fluid circulation was lost during the drilling of Boring B-8. The Springbrook Coal Seam was intact, as predicted, and within 5 feet of the predicted depth. Boring B-9 (Northwest Parcel) Icicle Creek Engineers 0330004/032204 Alex Cugini c/o Claremont Development Company, Inc. March 22, 2004 Page 7 Boring B-9 encountered overburden soils consisting of 3.5 feet of forest duff, topsoil and weathered soil, underlain by glacial till to a depth of 35.5 feet. Bedrock (Renton formation) was encountered at 35.5 feet. The bedrock consisted of siltstone, carbonaceous shale and sandstone from 35.5 to 49 feet; coal, carbonaceous shale and siltstone from 49 to 96 feet; coal (the Springbrook Coal Seam — intact — not mined) from 96 to 113 feet; and carbonaceous shale to the completion depth at 116 feet. No voids were encountered in Boring B-9. No soft drilling or drilling fluid circulation was lost during the drilling of Boring B-9. The Springbrook Coal Seam was intact, as predicted, and within 5 feet of the predicted depth. Boring B-10 (Northwest Parcel) Boring B-10 encountered overburden soils consisting of 3.5 feet of forest duff, topsoil and weathered soil, underlain by glacial till to a depth of 34 feet. Bedrock (Renton formation) was encountered at 34 feet. The bedrock consisted of siltstone from 34 to 59 feet; "fragments" of siltstone, carbonaccous shale, and coal (the caved/collapsed Springbrook Mine) from 59 to 65.5 feet; and siltstone to the completion depth at 95 feet. The caved/collapsed zone of the Springbrook Mine was characterized by rough drilling and a rapid (indicating soft material) drilling rate. No drilling fluid circulation was lost, including within the caved/collapsed zone of the Springbrook Mine, during the drilling of Boring B-10, No voids were encountered in Boring B-10. The Springbrook Mine was encountered, as predicted, and within 5 feet of the predicted depth. Boring B-11 (Northwest Parcel) Boring B-I I encountered overburden soils consisting of 3 feet of forest duff, topsoil and weathered soil, underlain by glacial till to a depth of 32 feet. The glacial till was underlain by advance outwash to a depth of 36 feet. Bedrock (Renton formation) was encountered at 36 feet. The bedrock consisted of siltstone from 36 to 62.5 feet; carbonaceous shale from 62.5 to 72 feet; coal (the Springbrook Coal Seam — intact — not mined) from 72 to 90 feet; and coal with thin layers of carbonaceous shale and siltstone to the completion depth at 99 feet. No voids were encountered in Boring B-11. No soft drilling or drilling fluid circulation was lost during the drilling of Boring B-11. The Springbrook Coal Seam was intact, as predicted, and within 5 feet of the predicted depth, COAL MINE HAZARDS DESCRIPTION In a coal mine hazard assessment for an area proposed for development, certain factors trust be evaluated to assess the potential for public health and safety issues, and potential property damage concerns. Fortunately, considerable information is available in the form of historic mine snaps, historic aerial photographs, engineers reports and production reports. Considerable effort has been undertaken by the local geotechnical and geologic professional community during the past 15 years to obtain site -specific information regardingthe region's abandoned coal mines. As a result of this effort, King County adopted Ordinance 13319 (Administrative Guidelines —AG) to provide guidance in conducting coal mine hazard assessments. At this time, the AG is the most current, comprehensive and generally accepted document for assessing coal mine hazards in western Washington. However, additional information is continuing to be developed by direct observations of the condition of the abandoned coal mines, and is incorporated into 10E's detailed assessment of the Springbrook Mine at the Northwest Parcel. The principal physical hazard classifications described in the AG are 1) Severe Coal Mine Hazard Areas and 2) Moderate Coal Mine Hazard Areas. A third classification, not related to hazards, is referred to Icicle Creek Engineers 0336004/032204 Alex Cugini c/o Claremont Development Company, Inc_ March 22, 2004 Pa`e 8 as Declassified Coal Mine Areas. The following are definitions of these classifications as presented in the AG: • Severe Coal Mine Hazard Areas — Severe Coal Mine Hazard Areas are "those areas that pose a significant risk of catastrophic ground surface collapse. Severe coal mine hazard areas pray typically include, but are not limited to, areas characterized by unmitigated openings such as entries, portals, adits, mine shafts, air shafts, trmbershafts, sinkholes, hnproperlvfilledsinkholes, and other areas ofpast or significant probability for catastrophic ground sarrface collapse. Severe coal mine hazard areas typically include, but are not limited to, overland surfaces underlain or directly affected by abandoned coal mine workings fi-orn a depth ofzero to one hundred fifty feet." • Moderate Coal Mine Hazard Areas - Moderate Coal Mine Hazard Areas are "those areas that pose significant risks of property damage which can be rniligated by special engineering or architectural recommendations. Moderate coal urine hazard areas may typically include, but are not limited to, areas underlain or directly affected by abandoned coal mine workings fr-oin a depth ofzero to three hundred feet or with orerbztrden-cover-to-seam thickness ratios of less than ten to one dependent on the inclination of the seam. " • Declassified Coal Mine Areas - Declassified Coal Mine Areas are "those areas for which a risk of catastrophic collapse is not significant and which the hazard assessment report has determined require no special engineering or architectural recommendations to prevent sigrtificarat risks ofpr-oper•ty damage. Declassified coal mine areas may typically include, but are not limited to, areas underlain or directly affected by coal mines at depths greater than three hundred feet as measured from the surface but may often include areas underlain or directly affected by coal mines at depths less than three hundred feet. " MINE ROCK FILL Mine rock fill consists of loose rock and soil mixed with inferior grade coal from underground workings and fines from coal washing operations. These materials were not compacted and are potentially compressible because of the loose texture and Ionb terin air degradation of the coal. No mine rock fill was observed on the Northwest Parcel. PROSPECTS AND UNDOCUMENTED MINING Based on our review of the historic mine traps and site reconnaissance, we do not expect prospects or undocumented mining within the Northwest Parcel. CONCLUSIONS GENERAL Our conclusions presented in the following sections are based on our review of available information, site observations, ground proofing and analysis of coal mine hazards at the Northwest Parcel, supplemented by information obtained fora previous study of the Southeast Parcel. Our conclusions, based on our detailed assessment of coal mine hazards at the Northwest Parcel, are described in the following sections of this report, with the results of reclassification of coal mine hazards shown on the Coal Mine Hazards Map, Figure 6, HISTORIC MINE MAP ACCURACY In our opinion, based on the results of the ground proofing program, the historic mine maps for the Springbrook Mine are accurate. This includes the area of the Springbrook Coal Sear. that is shown on the maps as being left in place because the coal was "fractured." SEVERE COAL MINE HAZARD AREAS As described above, Severe Coal Mine Hazard Areas are underlain by abandoned underground coal Icicle Creek Engineers 03360041032204 Alex Cugirii c/o Claremont Development Company, Inc. March 22, 2004 Page 9 mines at a depth of less than 150 feet. However, this delineation can be modified as a result of `ground proofing' as was completed for this study. Our Ground proofing program indicated that the shallow Norkings of the Springbrook Mine beneath the Northwest Parcel are substantially collapsed and caved. However, Boring B-7 %vas completed in a "suspicious" low area and encountered sofa drillingand loss ofdrilling fluids to the decree that the boring had to be completed at a shallow depth of 20 feet. It is possible that the loose soil may be indicative of past caving into an underground tunnel of the Springbrook Mine. Based on our knowledge of the site conditions, it is our opinion that the "caving' has stabilized (no future caving). However, the presence of this local area of caved soil or fill does create a condition where a local area of Severe Coal Mine Hazards should remain as shown on Figure 6. MODERATE COAL MINE HAZARD AREAS Moderate Coal Mine Hazard -Areas are underlain by abandoned underground coal wines where regional ground subsidence may occur, but not sinkholes. No explorations were conducted in the deeper zones of the Springbrook Mine. However, with the shallow workings being caved and collapsed, it is our judgement that the deeper mine workings (more than 100 feet below the ground surface) are also caved and collapsed, especially considering the steep inclination of the mined -out coal seam (54 to 57 degrees) as shallow caving tends to fill the deeper sections of the mine. As previously described, our ground proofing program suggests that the Springbrook Mine is caved and collapsed. In our opinion, no Moderate Coal MineHazards presently exist within the Northwest Parcel as the regional ground subsidence has likely already occurred. DECLASSIFIED COAL MINE AREAS The surfacial overburden soils encountered in our test borings on the Northwest Parcel generally consist of about 34 to 43 feet of glacial till and advance outwash with the exception of the area of Boring B-7 that was not able to advance deeper than 20 feet because of the loss of drilling fluid circulation. Glacial till and advance outwash are relatively high strength soil types that are resistant to caving and sinkhole formation. The areas identified in ICE'S June 1999 report as Severe and Moderate Coal Mine Hazards in the Northwest Parcel area should be reclassified as a Declassified Coal Mine Area as a result of this detailed coal mine hazard assessment, with the exception of the remaining Severe Coal Mine4-Iazard Area in the vicinity of Boring B-7. The Declassified Coal Mine Area is shown on Figure 6. RECOMMENDATIONS In our opinion, the Northwest Parcel can be developed With structures and paved roads/access without special mitigation or restrictions associated with coal mine hazards with the exception of the remaining localized Severe Coal Mine Hazard Area shown on Figure 6. No development should occur in the Severe Coal Mine Hazard Area without further evaluation as described below. It is our opinion that the Severe Coal Mine Hazard Area could be developed with paved roads/access and parking provided that the area is further evaluated by loose soil removal with an excavator to better assess the condition of the sot Is that underlie this area. As previously mentioned, based on our ground proofing program, it appears that the Springbrook Mine is substantially collapsed and the possible caved sinkhole area is stable (no further caving expected). In addition, it is also possible that this area may have been a preexisting low area that was filled with loose soil and is therefore not a sinkhole. Excavation of this area would remove Icicle Creek Engineers 03360041032204 Ales' Cu-int c/o Claremont Development Company, Inc. March 22, 2004 Page 10 the loose soil and expose the underlying native, undisturbed soils, if present. The excavation could then be filled with structural fill that would be suitable for support of pavement. USE OF THIS REPORT We 1}ave prepared t1lis report for use by Alex Cugini and Claremont Development Company, Inc. and their associates and engineers for their use in planning development of the Northwest Parcel. The data and report should be provided to permitting agencies for their information, but our report conclusions and interpretations should not be construed as a warranty of the subsurface conditions. Witlxin the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in this area at the time the report was prepared. No warranty or other conditions, express or implied, should be understood. We trust this information meets your present needs. If you have any questions or if we can be of further assistance to you, please call. SIRES , — = Document ID. 0336004AEP Attachments Four copies submitted Yours very truly, Icicle Creek Engineers, Inc. Scott M. Dobner Staff Geologist Brian R. Beaman, P.E., L.G. Principal Engineer/Geologist Icicle Creek Engineers 0336004/032204 C r C C C ® ®„ .y•0.*j IIP Arnold��'. 't .� •f t i _``'"^.. '� ' Pd�l 3r7� �� r � _ ' � >`~� ✓ �/' �� �� 1�_, y i " _ _..•3 Plana /ram S! \• �` - ' , .\� . _ > --. f \ _ �.M. f. 'r ;-':' t:a + rr ;.�l.: y r ♦ ',,b €�[01.._ �.�..: ! tj: �,,.{Y4�r`a �yyAY.n r .,q �� ,t�; � _ _ r, � ` �y � S� j ` 1�,. f �� . y,, y��\>� (5, t� • }c� _ ,,::` •t�y �f���-� C � ��; I j S +�� Sl \ .. � �i� � � J�iaeiewoo� w vy bl,ta+�nfl : sss ` 5N yh �,• S l \,'.` �j `'\r �frw t� t>' l•�� t �T � 1-i, I�� i ,ram i":_r r . � . ' � I '. x�, `T ��� �_• :�i .,Tpaak�rt." F fi r- ��.'DI�r Ir I •f4144i`. I albot �., t 1 F k i Sthr� ' lilll s� �' en i ti� j :� Scn J I d �•' r�E,IN prinGGlen \i^:'-"t :._f--, - ^ f 9\ i .i_� f...•._" } ' ! ¢__. Rtntnap+.n8-6 �r '.,".�'•.i CUGINI PROPERTY $ �: ' I', [a {� w� .•`, ` (Northwest Parce 1 ls f L -SoutheastParce i� ._ t¢¢' i . wi r `lro ti• �� i; 1 .,Sr l ~�f\! �, IZl 1 MPS , i t f}Benea TisilEf- ._,._., la'•�.: rp� ��r�L�`I�� � fi1g I �; [f �� �1` .+..�-� 1 ^4-.,..�1 ; � 1 � �' • ®'BCORP •% ylv-Li0 Al t ��' I .r""'.Wi •t- -/'=. l �t..� -i" 1, 1 I: �-4 �' `` _�'% fir.' ij i�j? j'!i #r r w T; `S +�"A"'� rf - i �..� i �. i •' '�� •i'� ® � f� 1 � .-..i.-.s I ,� // \ + � , �� r; f r; � � �, . � L-� e + • V•; J �'�� � •rv� s mow fry \ 1 It [ i-` 7 •'�__ ram._ •^-- ' 1 ��� ti f r €- •�( �i� - I � —�y. rr' l a : f��— _j µ, b 1 � i r rr � -•F � L.. -�' ,...,y� � a ��/ � � ! i t ®' f t � `� �+ �ti El` .. j ! Snow k ,!•..'` �1 "" } . t �� � :•� ti�il� :.}:�� J �.i � �� _ �l iii ��I ]rUlt9h j Praaed fmm TOPQI 01997 MkgbU z Pmjvtmo (www.topo.cGQ 0 2,000 4,000 Scale in Feet Icicle Creek Engineers Vicinity Map - Figure 1 X f 7. Ab % orth west Parcei}... .... ix rT coca Base map tilled 'Cugini Property Tax Lois 14a/9,* prepared by Pac-Tech Engineering, Inc., dated October 7, 1994. 77- ?7 S N Cugini Propert4 t- (Southeast Parcel) —vv 0 150 300 Approximate Scale in Feet Icicle Creek Engineers Cugini Property Site Plan - Figure 21 r N n t: 13 - <, 72nd Street 1-ys,A .1f-A-T,�L:iSi ll\' ; � Ciigihi Propellgv , I '(Northwest Parcel) *r 4, y+r�� •' �� - r I !Y� �'J lj ,rg� w. �rt at'� �,,,� of � - . f •, .:.,../ �. � .�' 1 9k.? - �-..z_- _ v. a .. �`i` :L�,. -1-r 1 �� � •'`.�. �'.:Iv�Y' `_.V �'1; Q 9i?:�� �'l �.-� SPRINGBROOK MINE Base map titled "Cugini Property Tax Lots MIS,* prepared by Pac-Tech Engineering, tnc., dated October 7, 1994_ Note: Location of underground mine workings of the Springbrook Mne based an historic map on fide with the Washington Stale Department of Natural Resources (Renton Mining Company, 1948). 01cicle Creek Engineers M it an■ EXPLANATION B-6 Boring Location for Current Study B-4 Boring Location for Previous Study A' Geologic Cross -Section Location A (see Figures 4 and 5) 0 150 300 Approximate Scale in Feet Springirook Mine Underground Mine Map - F1 Cugini Property- Northwest Parcel A m0) Ina) A (North) 400 C: In° a m° v !- 1 -State Roule 514 (South) 400 Kill] m LL c �2 0 a m LU Note: 1) The localion of Geologic Cross-SectionA-A' is shown in Figure 3. 2) Subsurface soil and bedrock conditions shown an the cross-section are based on inlerpretalion of historic coal mine maps and subsurface data. Aclual subsurface conditions may vary. cicle Creek Engineers 3 300 200 100 A 0 100 200 Scale in Feet Horizontal Scale = Vertical Scale Springbrook Mine Geologic Cross -Section A -A' - Figure 4 Cugini Property - Northwest Parcel LO CO to B �cu tv � Ba rn., o,.r (North) 4 .5 w (South) 400 v m M 400 State Route 515—� Glacial Drift Glacial a g 100 feet =: Drift , 300 k 300 F` 200feet w Y " ' 3Q0 feel m m m m 40C feet 0 200 Bedrock 200 CD CCD+ Y L L L 100 9� k Bedrock , E F rtE� i :. 00 a 4 � ` t: ..k R' •v ��'+s{its rzLa:�n.m.., �r . sw�.4�t.ia x d.....�. ��i -.�, �� 0 100 200 Note: f) The location of Geologic Cross•Section B-B' is shown in Figure 3. 2i SUbsu'face soil and bedrock can dihors shown on the cross-section Scale in Feet are based on interprelahon of historic coal mine maps and subsurface dataAcivalsubsurfaceconditionsmayvary. Horizontal .Scale = Vertical Scale Springbrook Mine Icicle Creek Engineers Geologic Cross -Section B-B' - Figure 5 N -. Street5 SE 172nd R / \ 31s7ycrwl J xr v-wh.i7 4, r t LJ i'1'.4 C 1`� - r we Base map titled "Cugini Properly Tax Lots 14819," prepared by Pac-Tech Engineering, Inc., dated October T, 1994. Explanation; Pro'❑e•rt st Parcen - ,a¢, e � i n2w `� � ..Y � Y • I tugini Propert (Southeast Parcel) Severe Coal Mine Hazard Area (underground coal mores are less than 150 feat below the ground surface • indudes a 100 foot buffef on the east side and 50 toot buftef on the West side). Declassified Coal Mine Area mine has been shown to be substantially caved'cdlapsed by g by ground proofing (subsurface e>;W«anon) No development restrictions associated with coal mine hazards 0 150 300 Approximate Scale in Feet Icicle Creek Engineers Coal Mine Hazards Map - Figure 61 A06PM295 Geotechnical Review Comments: Todd Hurley 206.296.7267 to dd.hurl eyAkingcounty. gov �tsc s ?-D Based on a coal mine hazard evaluation prepared by Icicle Creek engineers Inc. dated March 22,.2004, reviewed and approved by King County under activity L04SA043, It appears that coal mine hazards will not impact the development area. Unfortunately, our copy of the report is being imaged and was unavailable for review for this pre - application. To facilitate our review, please provide a copy of the report when you submit your plat application. Please also provide fencing to protect the future occupants from entering the severe coal mine hazard area or provide site specific geotechnical recommendations for mitigating the hazard. A conceptual grading plan and preliminary geotechnical engineering report will also be required prior to preliminary plat approval. The plans and report must address necessary cuts, fills and retaining structures necessary to accommodate the proposed development. i i Report Geotechnical Engineering Services Proposed Property Development Springbrook Ridge King County Tax Parcel Nos. 2923059009 and 2023059148 Renton, Washington January 26, 2009 ' Project No. 0336-004 Prepared For: Alex Cugini Prepared By: Icicle Creek Engineers, Inc. 1 1 1 ICICLE CFUEK E N G I N E E R S Geotechnical, Geologic and Environmental Services January 26, 2009 Alex Cugini c/o Jamie Schroeder, P.E. CPH Consultants, LLC 733 — 7°i Avenue, Suite 100 Kirkland, Washington 98033 Report Geotechnical Engineering Services Proposed Property Development Springbrook Ridge King County Tax Parcel Nos. 2923059009 and 2923059148 Renton, Washington ICE File No. 0336-004 INTRODUCTION This report summarizes Icicle Creek Engineers' (ICE'S) geotechnical engineering services for the proposed development of an approximately 3.78 acre property (referred to as the Springbrook Ridge property - King County Tax Parcel Nos. 2923059009 and 2923059148) located north of the intersection of 108`h Avenue SE (Benson Road) and State Route (SR) 515 in Renton, Washington. Our services were completed in general accordance with our Proposal dated April 2, 2008 and were authorized by Alex Cugini Jr., the property owner, on December 8, 2008. ICE previously completed coal mine hazard assessments of the property; the results are presented in our reports dated June 24, 1999 and March 22, 2004. The location of the Springbrook Ridge property is shown relative to nearby physical features on the Vicinity Map, Figure 1, PROJECT DESCRIPTION Jamie Schroeder of CPH Consultants, LLC (CPH), the project engineer, provided ICE with the following information regarding the project: • CPH, March 4, 2008, "Conceptual Site Plan," sheet 1, scale 1 inch = 100 feet. • City of Renton Department of Community & Economic Development, March 27, 2008, preapplication meeting notes for the Benson Road Development, 8 pages. • City of Renton Development Services Division, March 2007, "Submittal Requirements, Site Plan Review," 8 pages. Based on our review of the CPH site plan and discussions with Mr. Schroeder, the Springbrook Ridge property will be developed with retail/commercial and residential buildings along with paved parking and access. We understand that the north building (residential) may have below -grade parking. As currently planned, stormwater will be detained in two underground vaults (Vaults A and B). Site grading will require ' cuts up to 16-feet deep, primarily for installing Vault B and underground parking for the north building. The balance of the site grading for parking and access areas will require cuts and fill of less than 5 feet. 29335 NE 20th Street • Carnation, Washington 98014 • www.iciclecreelcengineers.com • (425) 333-0093 phone . (425) 996-4036 fax Alex Cugini c/o Jamie Schroeder, P.f;. CPH Consultants, LLC January 26, 2009 ' Page 2 A Class 4 stream (classified by others) crosses the site from east to west. The stream includes a 25- to ' 35-foot wide buffer on either side of the stream channel. An access driveway will cross the stream corridor by installation of a culvert and construction of a fill embankment up to 12-feet thick. The remainder of the stream and buffer will remain undeveloped. ' The project site, including the proposed site improvements, is shown on the Site Plan, Figure 2. SCOPE OF SERVICES The purpose of our services was to explore subsurface soil/bedrock and ground water conditions at the site as a basis for developing geotechnical recommendations and design criteria for the proposed development. Our scope of services was developed, in part, based on our review of the City of Renton documents (referenced Iabove) that included a list of items that should be addressed in the geotechnical report. Our specific scope of services includes the following: + Complete a detailed surface reconnaissance with particular emphasis on slope areas. ' . Explore shallow subsurface soil, bedrock and ground water conditions by completing nine test pits with a track -mounted excavator. One of the test pit explorations was completed in a Severe (High) Coal Mine Hazard area. We supplemented these explorations with test borings that were completed at the site for a ' previous study of coal mine hazards. 0 Complete laboratory testing on selected soil samples for moisture content. ' + Evaluate pertinent physical and engineering characteristics of the soilsibedrock based on our observations and site knowledge, and on the results of laboratory tests completed on samples obtained from the test pits. • Describe and characterize soil/bedrock and ground water conditions at the site. ' • Evaluate the present stability of the slope areas and the effects of the proposed development on future slope stability. • Evaluate the High Coal Mine Hazard area and reclassify, if appropriate, and/or provide recommendations to mitigate the High Coal Mine Hazard condition. • Provide recommendations for site preparation and grading including stripping requirements, structural fill criteria and reuse of onsite excavated soils and bedrock for structural fill. • Evaluate dewatering and shoring requirements and provide recommendations for excavation and trench side slopes for underground utilities. • Provide recommendations for bedrock excavation including cxcavatability and mechanical splitting (loosening), as appropriate. • Provide recommendations for underground utility backfill materials including the suitability of excavated materials for use as backfill and bedding, including recommendations for placement and compaction of ' bedding and backfill materials. • Provide recommendations for temporary cuts and permanent cut and fill slopes. • Provide recommendations for foundation support, including minimum footing dimensions, embedment ' depths, allowable soil bearing pressures and settlement estimates. 0 Provide recommendations for support of on -grade floor slabs including criteria for a capillary break. ' • Provide recommendations for lateral earth pressures including active pressures for retaining walls and passive earth pressures on footings, including the coefficient of base friction against sliding. • Provide recommendations for pavement subgrade preparation. ' • Provide seismic design criteria based on the 2006 International Building Code (IBC). Provide recommendations for erosion control and surface and subsurface drainage requirements, as appropriate. ' Icicle Creek Engineers 0336004/012609 Alex Cugini ' c/o Jamie Schroeder, P.E. CPH Consultants, LLC January 26, 2009 Page 3 ABANDONED UNDERGROUND COAL MINING ' As previously mentioned, ICE has completed coal mine hazard assessments of the Springbrook Ridge property (June 1999 and March 2004) at a time when the site was within King County. The Springbrook Ridge property was annexed by the City of Renton in November 2007. ' The June 1999 study was a preliminary assessment that summarized the coal wine hazard conditions; no subsurface explorations were completed for the June 1999 study. The March 2004 coal mine hazard assessment included subsurface exploration of the shallow (less than 150-foot deep) abandoned coal mine ' workings. In the March 2004 study we concluded that the abandoned underground coal mines were substantially collapsed and most of the coal mine hazards were "Declassified" (using King County Ordinance 13319 terminology). A Declassified Coal Mine Area is defined by King County as "those areas for which a ' risk of catastrophic collapse is not significant and which the hazard assessment report has determined require no special engineering or architectural recommendations to prevent significant risks of property damage. Declassified coal mine areas may typically include, but are not limited to, areas underlain or directly wetted ' by coal mines at depths greater than three hundred feet as measured from the surface but may often include areas underlain or directly affected by coal mines at depths less than three hundred feet. " However, one area remained as a "Severe Coal Mine Hazard" area (equivalent to City of Renton "High ' Coal Mine Hazard") in the south portion of the Springbrook Ridge property where a former mine entry (inaccessible and filled) was roughly located during our March 2004 study. At that time, the specific location of this former mine entry was not known so a relatively wide circle identifying the Severe (High) Coal Mine Hazard area was established to encompass the most probable location of the former mine entry. A full description of the abandoned underground coal mines and results of ICE's subsurface ' explorations (ground proofing) of the abandoned underground coal mines is presented in ICE's June 1999 and March 2004 reports. This current study includes a detailed evaluation of the High Coal Mine Hazard area (the former mine entry) that was established in ICE's March 2004 report. ' GEOLOGIC SETTING Based on regional geologic mapping by U.S. Geological Survey (USGS — Mullineaux, D.R., 1965, "Geologic Map of the Renton Quadrangle, King County, Washington," Geologic Quadrangle Map GQ405), the Springbrook Ridge property is underlain by glacial till. Glacial till typically consists of dense to very dense silty sand with gravel. The glacial till is underlain by bedrock of the Renton formation. Renton formation ' bedrock consists of interbedded sandstone, siltstone, shale, claystone, carbonaceous shale and coal beds. Structurally, the bedrock has been uplifted, folded and faulted over time. This structural deformation of the bedrock has created a northwest trending syncline. "Syncline" is a geologic term referring to a fold in the bedrock layering that is concave up (downward curving). The "limbs" or bedrock layering of the syncline dip at angles ranging from 30 to 70 degrees from horizontal. The unweathered glacial till is typically covered with forest duff and topsoil, and weathered glacial till ' varying in total thickness from a few inches to several feet. Weathered glacial till typically consists of loose silty sand with variable amounts of gravel and roots. In historic coal mining areas, it is possible that "mine rock fill" could exist on the surface of the property. Mine rock fill typically consists of coal fines and broken ' rock. IIcicle Creek Engineers 0336004/012609 Alex Cugini ' c/o Jamie Schroeder, P.E. CPll Consultants, LLC January 26, 2009 ' Page 4 1 1 fl SITE CONDITIONS SURFACE CONDITIONS The Springbrook Ridge property is located on an upland area within the central Puget Sound lowlands commonly referred to as "Benson Hill." The roughly triangular -shaped property is bordered to the north by SE 172" d Street and residential development, to the northeast by a child care facility (Family Circle Learning Center), to the southeast by 108" Avenue SE (Benson Road), undeveloped property and a church, and to the southwest by SR 515 and commercial development. The Springbrook Ridge property is currently undeveloped and is vegetated with mature second -growth conifer and deciduous trees, and dense brush. A stream (the previously mentioned Class 4 stream) within a swale about 10- to 15-feet deep, crosses the property from east to west. The ground surface is gently undulating and ranges from Elevation 366 feet (where the stream exits the property along the southwest property line) to about Elevation 401 feet in the east corner of the property. Slopes bordering the stream channel range from 10 to 25 percent grade and are up to 15-feet high. No ground surface depressions (suggesting a mine opening or sinkhole) were observed on the Springbrook Ridge property with the exception of the previously described former mine opening area. No surface evidence of mine rock fill was observed on the Springbrook Ridge property. SUBSURFACE CONDITIONS The March 2004 coal mine hazard assessment included drilling seven, 6-inch-diameter borings (Borings B-5 through B-11) to depths ranging from 20 to 160 feet between February 16 and 24, 2004 using mud -rotary drilling methods with track -mounted drilling equipment owned and operated by Gregory Drilling, Inc. The approximate locations of the test boring explorations are shown on Figure 2. Subsurface conditions for the current study were evaluated by the excavation of nine test pits (Test Pits TP-1 through TP-9). The test pits were completed on December 16, 2008 to depths ranging from 6 to 15 feet using a track -mounted excavator (Komatsu PC 120) owned and operated by Kelly's Excavating, Inc. of Pacific, Washington. The approximate locations of the test pits are shown on Figure 2. The test pit explorations were continuously observed by a geologist from ICE who classified the soils, observed ground water conditions, and prepared a detailed log of each exploration. The soil consistencies noted on the test pit logs are based on conditions observed, our experience and judgment, and the difficulty of excavation. Soils were classified in general accordance with the classification system described in Figure 5. The test pit logs are presented in the Test Pit Logs, Figures 6 through 8. Laboratory testing including moisture content, was completed on selected soil samples from the test pits. A summary of the moisture content results is shown on the Laboratory Testing Moisture Content Results, Figure 9. The test pit explorations (Test Pits TP-1 through TP-8) encountered relatively uniform conditions consisting of approximately %2 to 1 !2 foot of forest duff and topsoil underlain by approximately 1 to 3'/z feet of weathered glacial till consisting of loose to medium dense silty sand with variable amounts of gravel and roots. The weathered glacial till was underlain by unweathered glacial till to the fall depth of the explorations ranging from 6 to 10 feet below the ground surface. The unweathered glacial till consisted of dense to very dense silty sand with variable amounts of gravel and cobbles. Practical digging refusal was encountered in Test Pits TP-3 and TP-5. Test Pit TP-9 was completed in the area of the suspected former mine entry. Test Pit TP-9 encountered fill for the full depth of the exploration to 15 feet below the ground surface. The fill consisted of loose to medium dense silty sand with a trace of gravel and cobbles and abundant wood debris. This fill appears to be nonstructural soil that was placed in the mine opening to prevent entry. Icicle Creek Engineers 0336004/012609 Alcx Cugini c/o Jamie Schroeder, P.E. CPH Consultants, LLC January 26, 2009 Page 5 Based on the test borings that were completed for the March 2004 study, the glacial till overlies Renton formation bedrock. Renton formation bedrock consists of interbedded sandstone, siltstone, shale, claystone, carbonaceous shale and coal beds. The depth to the bedrock ranged from 22 to 43 feet below the ground surface. No ground water was observed in the test pit explorations with the exception of Test Pit TP-4 which encountered rapid ground water seepage at a depth of about 1'/z feet. Test Pit TP-4 was completed in a low area with spongy ground that appears to be accumulating in a closed depression. Though ground water was not encountered in the remaining test pit explorations, we expect shallow "perched" ground water to occur within the weathered glacial till along the contact with the underlying, nearly impermeable, glacial till during extended periods of wet weather. The perched ground water is expected to dry out following extended periods of dry weather. CONCLUSIONS AND RECOMMENDATIONS t SLOPE STABILITY We did not observe surface evidence of slope instability, primarily along the stream channel which is to remain undeveloped. Based on topographic survey plans and our site observations, slopes within the ' Springbrook Ridge property are less than 25 percent grade and are therefore not regulated as a Sensitive or Protected Slope. ' HIGH COAL MINE HAZARD AREA CONSIDERATIONS Test Pit TP-9 appeared to encounter the former mine entry because of the presence of fill to depth (at ' least 15-feet deep)_ Currently, this area is planned for parking and an underground stormwater detention vault (Vault B). In our opinion, this former mine entry, though apparently filled to a depth of at least 15 feet, will need to be excavated during construction to expose the plan dimensions of the tunnel area and to refine our recommendations for reclamation as described below. We expect the former mine entry to be about 5- to 8-feet in diameter and inclined at about 55 to 60 degrees below horizontal down to the south. The diameter of the former mine entry should be confirmed 1 during site preparation and grading. The reclamation of the mine entry should consist of a structural plug (controlled density fill — CDF) that will reduce the risk of future caving and support surface facilities such as a parking lot and/or underground stormwater vault. The structural plug should consist of lean concrete that is used to fill a "prepared excavation_" A diagram showing the schematic details of this reclamation for a parking lot condition is shown in the High Coal Mine Hazard Reclamation Plan (Parking Area), Figure 3 and for an underground stormwater ' vault in the High Coal Mine Hazard Reclamation Plan (Stormwater Vault), Figure 4. Based on our experience, this type of mine opening reclamation has been used frequently by the U.S. Department of Interior Office of Surface Mining. ' The prepared excavation should be completed during site grading by removal of existing fill soils to a depth of at least 15 feet or to at least 5 feet below the base of the underground stormwater vault, or as determined by a geotechnical engineer or geologist during excavation. The prepared excavation should be ' widened into the native glacial till areas that surround the mine opening by at least 5 feet to form the "plug" and should also be observed by a geotechnical engineer or geologist during excavation The vault, where underlain by the former mine entry, should have the base designed to span at least 10 ' feet as a design redundancy. I Icicle Creek Engineers 0336004/012609 Alex Cugini c/o Jamie Schroeder, P.E. CPH Consultants, LLC January 26, 2009 Page 6 SITE PREPARATION AND EARTHWORK ' Site Preparation Conventional site preparation procedures for the type of terrain and forest present on the site are expected. We recommend that all trees, fallen logs, brush, low -growing vegetation and forest duff be removed from the planned development area. We recommend that any hazardous trees (e.g., trees that lean toward or may eventually fall onto parking or building areas) be removed or trimmed. We expect that stripping will be on the order of 12 to 18 inches unless excessive disturbance is caused 1 by clearing operations. Local areas of brush and tree stumps will require additional stripping. Tree root balls should be removed and replaced with structural fill. Disturbance to a greater depth can be expected if clearing operations are done in wet weather, iThe excavated weathered and unweathered glacial till soils are moisture -sensitive and difficult to ■ operate on and to compact during wet weather. Rubber -tired vehicles and even foot traffic will disturb this material when it is above -optimum moisture. This material readily absorbs moisture, is difficult to dry out, and also has a fairly high erosion potential. Accordingly, silt fences and other erosion protection measures will be necessary. Structural Fill General - All new fill in building and parking areas should be placed as structural fill. Structural fill ' material should be free of debris, organic contaminants and rock fragments larger than 6 inches. The suitability of material for use as structural fill will depend on the gradation and moisture content of the soil. As the amount of fines (soil particles passing the U.S. Standard No. 200 sieve) increases, soil becomes increasingly sensitive to small changes in moisture content and adequate compaction becomes more difficult to achieve. Common Borrow - We recommend that common borrow fill conform with Section 9-03.14(3) of the 2008 WSDOT Standard Specifications for Road, Bridge and Municipal Construction (Standard Specifications). Common borrow will be sensitive to changes in moisture content and compaction will be difficult or impossible to achieve during wet weather. We recommend that common borrow be used as structural fill only during dry weather conditions when proper moisture conditioning can be achieved. Gravel Borrow - We recommend that gravel borrow conform with Section 9-03.14(l) of the 2008 Standard Specifications. We recommend that gravel borrow contain no more than 5 percent fines during wet weather and in wet subgrade conditions, Reuse of On -Site Materials - The native soils (weathered and unweathered glacial till) may be reused for structural fill during periods of extended dry weather. Soil containing more than 20 percent organic matter (roots, forest duff and topsoil) should only be used in landscaping areas or for other purposes where specific compaction criteria is not required. Placement and Compaction - For placement during wet weather or on wet subgrades, structural fill should contain no more than 5 percent fines. Fill placement over wet ground should commence with an initial lift of about 24 inches of gravel borrow with less than 5 percent fines. This lift should be compacted by rolling without vibration to reduce the potential for inducing "pumping" or "yielding" of the underlying soils. During dry weather, the fines content may be up to about 30 percent, provided that the fill can be moisture -conditioned and compacted to the degree specified below. Structural fill should be compacted to at least 95 percent of the maximum dry density (MDD) obtained ' from ASTM Test Method D 1557. This applies to all utility trench backfill as well. Waste fill in landscaping areas need only be compacted to the extent required for trafficability of construction equipment. 1 IcicIc Crcck Engincers 0336004/012609 F �J 1 Alex Cugini c/o Jamie Schroeder, P.E. CPH Consultants, LLC January 26, 2009 Page 7 As a guideline, we recommend that structural fill be placed in horizontal lifts which are 10 inches or less in loose thickness. The actual lift thickness will depend of the compaction equipment used and the quality of the fill. Each lift should be compacted with vibratory equipment to at least 95 percent of the MDD. The moisture content of the fill material should be adjusted as necessary to achieve the required degree of compaction. Each lift should be compacted to the required specification before placing subsequent layers. Nonstructural fill placed in landscape and waste -fill areas where the existing surface slope is no steeper than 4H:1 V (horizontal to vertical) needs to be compacted only to the degree required for trafficability of construction equipment and effective surface drainage. All nonstructural fills should be sloped no steeper than 4H:1 V. Nonstructural fill is very susceptible to erosion. Therefore, we recommend that all nonstructural fill areas be immediately seeded, planted, or otherwise protected from erosion. We recommend that a representative from our firm observe the preparation for, placement, and compaction of structural fill. An adequate number of in -place density tests should be completed in the fill to evaluate if the desired degree of compaction is being achieved. Fill Settlement We expect that fill areas will be underlain by medium dense to very dense silty sand with variable amounts of gravel and cobbles (weathered and unweathered glacial till). Settlement of these underlying materials is expected to range from '/z to 1 inch and should occur rapidly as fill is placed. Some settlement will also occur within the fill itself, especially where the fill thickness is greater than about 5 feet. We estimate that the maximum amount of settlement within the fill will be no more than 1 percent of the fill thickness. Thus, for a 10-foot thick fill section, settlements on the order of I to 1.5 inches might occur. EXCAVATIONS In general, most materials encountered in our test pits and borings can be excavated using conventional heavy construction equipment such as a Hitachi EX45OLC track -mounted excavator. ,fhe unweathered glacial till is generally in a dense to very dense condition and may be difficult to excavate. We expect that occasional boulders will be encountered in the glacial till. Typically, these boulders are less than 6 feet in diameter based on our experience in this area, however it is possible that larger boulders may be present. Bedrock may be encountered locally in deep excavations, especially for the stormwater detention vaults. The bedrock may be difficult, if not impossible, to excavate if the trench extends greater than 5 feet into the unweathered bedrock. Hard bedrock may require mechanical splitting or blasting to loosen. All temporary cut slopes and shoring must comply with the provisions of Title 296 Washington Administrative Code (WAC), Part N, "Excavation, Trenching and Shoring_" We recommend that temporary excavations, including any temporary shoring, be made the responsibility of the contractor. The contractor is present at the site continuously and is best able to observe changes in site and soil conditions and monitor the performance of excavations. SHORING It may be necessary to support temporary excavations to maintain the integrity of the surrounding undisturbed soils and minimize disruption of adjacent areas, as well as to protect the personnel working within the excavations. Because of the diversity of available shoring systems and construction techniques, the design of ' temporary shoring is most appropriately left up to the contractor proposing to complete the installation. However, we recommend that the shoring be designed by a licensed professional engineer in Washington, and ' Icicle Creek Engineers 0336004/012609 1 1 Alex Cugini c/o Jamie Schroeder, P_F_ CPH Consultants, LLC January 26, 2009 Page 8 that the PE -stamped shoring plans and calculations be submitted to the project engineer for review and comment prior to construction. The following paragraphs present recommendations for the type of shoring system and design parameters that we conclude are appropriate for the subsurface conditions at the Springbrook Ridge property. The majority of the materials within the project area can be retained using conventional trench shoring systems such as trench shields or sheet piles, with lateral restraint. The design of temporary shoring should allow for lateral pressures exerted by the adjacent soil, and surcharge loads due to traffic, construction equipment, and temporary stockpiles adjacent to the excavation, etc. Lateral load resistance can be mobilized through the use of braces, tiebacks, anchor blocks and passive pressures on members that extend below the bottom of the excavation. Temporary shoring utilized to support trench excavations typically uses internal bracing such as aluminum hydraulic shoring or trench shield bracing. Temporary trench shoring with internal bracing can be designed using active soil pressures. We recommend that temporary shoring be designed using a lateral pressure equal to an equivalent fluid density of 40 pounds per cubic foot (pcf), for conditions with a level ground surface adjacent to the excavation. If the ground within 5 feet of the excavation rises at an inclination of 1 H:1 V or steeper, the shoring should be designed using an equivalent fluid density of 75 pef. For adjacent slopes flatter than 1H:1 V, soil pressures can be interpolated between this range of values. Other conditions should be evaluated on a case -by -case basis. These lateral soil pressures do not include traffic or construction surcharges that should be added separately, if appropriate. It is typical for shoring to be designed for a traffic influence equal to a uniform lateral pressure of 240 pounds per square foot (psf) acting over a depth of 10 feet from the ground surface. More conservative pressure values should be used if the designer deems them appropriate. These soil pressure recommendations are predicated upon the construction being essentially dewatered; therefore, hydrostatic water pressures are not included. CONSTRUCTION DEWATERING Based on our test pit explorations and general knowledge of the site area, we do not expect that construction dewatering will be necessary. However, if pockets of ground water seepage are encountered, we expect that pumping from a sump within the trench may be used for small to moderate amounts of ground water seepage. Well points or pumped wells will be necessary if large amounts of ground water seepage are encountered. We recommend that the contractor be required to submit the proposed dewatering system design and plan layout to the project engineer for review and comment prior to beginning construction. UNDERGROUND UTILITY TRENCH BACKFILL All trench backfill should consist of structural fill quality material as previously described in the Structural Fill section of this report. Unless specified otherwise in this report, the following general requirements shall apply to all fill placement, including pipe bedding, and trench backfilling. • Underground utilities should be bedded in crushed gravel as specified in the 2008 WSDOT Standard Specifications, Section 9-03.12(3) for "Gravel Backlill for Pipe Zone Bedding." • Pipe zone bedding should be extended at least 4 inches below the utility line and 6 inches above the utility line. Bedding should be worked under the pipe haunches using hand tools as required. Bedding material should be tamped or vibrated (compacted) into place. • Pipe zone bedding for all non -water underground utilities should be compacted to at least 90 percent of the MDD (ASTM Test Method D 1557). Pipe zone bedding for all water mains should be compacted to at least 95 percent of the MDD (ASTM Test Method D 1557). Icicle Creek Engineers 0336004/012609 Alex Cugini ' c/o Jamie Schroeder, P.E. CPH Consultants, LLC January 26, 2009 ' Page 9 • Backfill placed above the bedding material should consist of structural fill quality on -site material, or ' "Common Borrow" as specified in 2008 WSDOT Standard Specifications, Section 9-03.14(3). During wet weather periods, Backfill material should have less than 5 percent fines content. • As a guideline, backfill should be placed in lifts of 10 inches or less (loose thickness). Each lift should be ' compacted prior to placing the subsequent lift. Prior to compaction, the backfill should be moisture conditioned to near optimum moisture content. • All trench backfill should be compacted in lifts to at least 95 percent of the MDD (ASTM Test Method D 1557). Backfill compaction should be achieved by mechanical means. No jetting, ponding, or flooding will be allowed for compaction. • During trench backfill placement, in -place density tests should be completed at approximately 100-foot intervals along the trench alignment to evaluate if the required compaction is being achieved. CUT AND FILL SLOPES ' Cut Slopes It is expected that temporary cuts of up to 16 feet will be required for stormwater Vault B and the underground parking for the north building. The appropriate slope for temporary cuts is dependant on several factors including the presence of ground water, the type and density of soils, the depth of cut, surcharge loading adjacent to the cut and the time of construction. Because many variables are involved, the actual slope required to maintain stability can only be approximated. The following recommendations apply to temporary cuts: • Temporary cuts in excess of 4 feet should be sloped no steeper than 1.511:1 V. The cuts may have to be ' flattened for stability if ground water seepage is encountered. Temporary cut -slope inclinations should be made in accordance with applicable OSHA and WISHA regulations. ' Permanent cut slopes should be inclined no steeper than 2H:1 V. The upper portion of cut slopes will expose loose to medium dense weathered glacial till soil that may be several feet thick. The weathered glacial till soil will be subject to localized raveling and sloughing and must therefore be sloped no steeper than 3H:IV. Fill Slopes Structural fill slopes may be sloped at 214:1 V or flatter. All surfaces which will receive fill should be properly stripped of vegetation and organic matter prior to placing fill. Fill placed on existing slopes which are steeper than 4H:1 V should be properly keyed into the native slope surface. This can be accomplished by ' constructing the fill in a series of 4- to 8-foot-wide horizontal benches cut into the slope. The fill should be placed in horizontal lifts. We recommend that fill be placed on the cut benches as soon as possible following construction of the benches. ' FOUNDATION SUPPORT We recommend that all footings be founded on either the medium dense or denser weathered or tunweathered glacial till, or structural fill overlying glacial till. If loose weathered glacial till is encountered at footing subgrade levels, it may be necessary to compact the weathered till to structural fill specifications. ' Continuous strip footings should be at least 1 S-inches wide; isolated spread footings should have a minimum width of 2 feet. We recommend that all exterior footings be founded at least 18 inches below the lowest 1 Icicle Creek Engineers 0336004/012609 11 fl 1 11 Alex Cugini c/o Jamie Schroeder, P_E. CPH Consultants, LLC January 26, 2009 Page 10 adjacent finished grade. The base of interior footings should be founded at least 12 inches below the finished floor grade. An allowable soil bearing pressure of 2,500 psf may be used for design of isolated and continuous spread footings founded in accordance with our recommendations. An allowable soil bearing pressure of 4,000 psf can be used for footings bearing on the dense or very dense unweathered glacial till. These values apply to the sum of all dead plus long-term live loads, excluding the weight of the footing and any overlying backfill. These values may be increased by one-third when earthquake or wind loads are considered. The settlement of foundation elements bearing on dense to very dense glacial till will be nominal (less than'/ inch). The expected settlement will increase as the structural fill underlying the footings increases. We expect the maximum total settlement of footings founded on structural fill prepared as recommended will be less than about 1 inch. Therefore, provided there is not an abrupt transition between footings underlain by fill and the unweathered glacial till, we expect differential settlements will be limited to about `/2 inch between comparably loaded isolated column footings or within 50 feet along continuous strip footings. If a sharp transition between the fill and the unweathered glacial till is encountered during construction, the transition can be made more gradual by excavating some of the unweathered glacial till and replacing it with structural fill or taking the footings founded on weathered glacial till/structural fill deeper. We recommend that the preparation of the shallow foundation subgrades and structural fill placement be observed by a representative of our staff so that our recommendations can be modified as needed based on the actual field conditions encountered during construction. Lateral loads can be resisted by passive resistance on the sides of the footings and by friction on the base of the footings and floor slab. Passive resistance may be evaluated using an equivalent fluid density of 300 pcf, assuming that the soil around the footings for a distance of twice the footing depth consists of either dense glacial till or compacted structural fill_ The top of the triangular passive pressure distribution should begin at the bottom of adjacent floor slabs or paving or below a depth of 1 foot where the adjacent area is unpaved, as appropriate. Frictional resistance can be evaluated using 0.4 for the coefficient of base friction against footings and the building slab. The above values incorporate a factor of safety of about 1.5. SLAB -ON -GRADE The slab -on -grade subgrade should be prepared in accordance with the previously described SITE PREPARATION AND EARTHWORK recommendations. We recommend that the subgrade surface be compacted such that a minimum compaction of 95 percent of the MDD (ASTM Test Method D 1557) is achieved before placing structural fill or capillary break material. We recommend that a compacted base -course layer consisting of at least 4 inches of gravel containing less than 3 percent fines be placed on the subgrade to provide uniform support and act as a capillary break beneath the slab. A vapor retarder should be placed beneath the slab if moisture control in the slab is critical (i.e., where tile or carpeting is to be glued to the slab). This vapor retarder should consist of polyethylene sheeting. A layer of clean sand not more than 2 inches in thickness may be placed over the polyethylene sheeting. The vapor retarder should be placed immediately below the slab. We estimate that the settlement of floor slabs due to uniform areal loads of 150 psf will be less than'/2 inch. These settlements are expected to occur rapidly upon load application. STORMWATER DETENTION VAULTS We expect that the stormwater detention vault structures (Vaults A and B) will be supported on undisturbed unweathered glacial till in a dense or denser condition. We estimate that settlement of the vault Icicle Creek Engineers 0336004/012609 1 Alex Cugini ' c/o Jamie Schroeder, P.E. CPH Consultants, LLC January 26, 2009 Page 11 structures will be less than 1 inch using an allowable bearing pressure of 4,000 psf. Settlements arc expected ' to occur rapidly as loads are applied. Backfill around the vault structures should be placed in horizontal lifts with a maximum loose thickness of about 8 inches and compacted to at least 90 percent of the MDD (ASTM Test Method D 1557). Only hand -operated compaction equipment should be permitted within 5 feet of the vault structure walls to avoid excessive lateral pressures on the walls. For backfill placed as described, we recommend using a design lateral pressure imposed by an equivalent fluid weighing 55 pcf. The design lateral pressure is based on maintaining drained conditions in the soils surrounding the vault structures. If a drainage system cannot be provided at the base of the vault structures, we recommend designing the stormwater detention vault structures for a lateral pressure resulting from an equivalent fluid weighing 90 pcf from a depth of 2 feet below the ground surface to the bottom of the vault. A rectangular pressure equal to 0.45 times the weight of superimposed dead or live loads at the surface should be added where present. Uplift forces on the underground stormwater vault can be resisted by the weight of soil located above the structure or slabs which protrude beyond the walls and by friction between the wall and the adjacent soil. We recommend that soil weight be computed using a density of 125 pcf above the water table. Friction between the wall and the adjacent backfill soil may be estimated using a coefficient of friction of 0.2. This coefficient of friction value includes a factor of safety of 1.5. If a projecting base slab is used, the perimeter ' area of the soil on the sides of the prism formed by the base slab and the vertical distance to the ground surface may be used with a coefficient of friction of 0.25 to calculate resistance to uplift. ' SUBGRADE (BASEMENT) WALLS Subgrade walls may be required for building construction. The lateral soil pressures acting on subgrade walls depend on the type, density and geometry of the soil behind the wall and the amount of lateral wall movement which can occur as backfill is placed. For walls that are free to yield at the top at least one one -thousandth of the height of the wall, an active pressure of 35, 45, and 60 pcf should be used for level backslopes, 4H:1 V backslopes and 2H:1 V backslopes, respectively. These values assume that the soil behind the wall is free draining. For "at rest" conditions where the wall is restrained against movement, an active pressure of 50, 55, and 75 pcf should be used for level backslopes, 4H:1 V backslopes and 2H:1 V backslopes, respectively. These values assume that the soil behind ' the wall is free draining. Surcharge effects should be considered as appropriate. In settlement -sensitive areas, the backfill for subgrade walls should be compacted to at least 95 percent of the MDD (ASTM Test Method D 1557). At other locations, wall backfill should be compacted to between ' 90 and 92 percent of the MDD (ASTM Test Method D 1557). Measures should be taken to prevent the buildup of excess lateral soil pressures due to overcompaction of the backfill behind the wall. Care must be exercised by the contractor to avoid overcompaction. ' A drainage zone consisting of clean, free -draining granular material containing less than 5 percent fines at least 18-inches wide should be placed against the back face of the wall for its full height. Positive drainage behind subgrade walls should also include installing a footing drain at the base of the wall as ' described in the DRAINAGE CONSIDERATIONS section of this report. t LATERAL RESISTANCE Lateral loads can be resisted by passive resistance on the sides of the footings and by friction on the base of the footings and floor slab. Passive resistance may be evaluated using an equivalent fluid density of ' Icicle Creels Engineers 0336004/012609 F L Alex Cugini ' c/o Jamie Schroeder, P.E. CPH Consultants, LLC January 26, 2009 ' Page 12 300, 240, 290 and 150 pcf for a level foreslope, 4H:1 V foreslope, 3H:1 V foreslope and 2H:1 V foreslope, respectively, assuming that the soil around the footings for a distance of at least twice the footing depth consists of either medium dense native soil or compacted structural fill. The top of the triangular passive pressure distribution should begin at the bottom of adjacent floor slabs, roadway pavement, or below a depth of ' 1 foot where the adjacent area is unpaved, as appropriate. Frictional resistance can be evaluated using 0.4 for the coefficient of base friction against footings and the building slab. The above values incorporate a factor of safety of about 1.5. ' PAVEMENT SUBGRADE Pavement subgrade should be compacted to at least 95 percent of the MDD (ASTM Test Method D ' 1557) prior to placing the pavement section. During wet season construction or if the subgrade soils are soft or loose, it may be necessary to excavate soft/loose soils, replace these soils with free -draining, compactable sand and gravel, and/or a suitable geotextile fabric such as Mirafi 50OX or other fabric as suggested by the geotechnical engineer. The free - draining sand and gravel should contain less than 5 percent fines. It is critical that all traffic be kept off the subgrade soil if the on -site silty subgrade soils are wet. It is also important that backfill inutility line trenches be compacted to structural fill specifications. We recommend a pavement section consisting of 2 inches of Class B asphaltic concrete (AC) surfacing over 4 inches of crushed rock base course (CRBC) for automobile parking areas, and 6 inches of CRBC and 3 inches of AC in main access and truck use areas. Alternatively, a layer of asphalt treated base (ATB) could be placed directly over the prepared subgradc ' (no CRBC), and a final layer of Class B AC placed over the ATB at a later time. The advantage of using ATB is that it could be used as a relatively durable surface during construction. Prior to placing a finish coat of Class B AC, the road surface could be releveled with ATB or CRBC. If ATB is used, we recommend a ' minimum thickness of 4 inches. We recommend a minimum thickness of 2 inches of Class B AC over the ATB for a finished wearing course for automobile parking areas, and 3 inches of AC in main access and truck use areas. Any distressed areas in the ATB must be repaired prior to placing the AC. tSEISMIC SITE CLASSIFICATION Based on our review of available geologic information and our site explorations, we interpret the ' shallow (less than 10 feet) soil conditions to correspond to Seismic Site Class D, as defined by the 2006 IBC. This classification pertains to a very stiff soil profile with an average Standard Penetration Test (SPT) value of 15 to 50. ' EROSION CONTROL AND DRAINAGE CONSIDERATIONS The surfieial soils on the site have a high potential for erosion on slopes greater than about 20 percent when disturbed by construction activities. Erosion control measures should be implemented prior to the start of site preparation, including proper control of surface water runoff, use of straw bales or appropriate geotextile filters and temporary sedimentation basins. Erosion control measures should comply with the guidelines of the ' appropriate regulatory agency. Based on conditions encountered in our test pit explorations, it is possible that ground water may be encountered in temporary excavations or permanent cuts. We expect that seepage may be adequately handled by installation of French drains, open ditches and/or pumping as necessary. The grading should be done to avoid concentration of runoff onto natural slopes. We recommend ' Icicle Creek Engineers 0336004/012609 1 Alex Cugini ' c/o Jamie Schroeder, P.E. CPH Consultants, LLC January 26, 2009 ' Page 13 sloping the ground surface away from structures. Roof downspouts must be tightlined to an approved disposal ' area. Other surface runoff may be addressed by using swale drains, drainage ditches or other drainage measures. We recommend that perimeter footing drains be installed adjacent to the outside footings of all ' structures. These drains should consist of a minimum 4-inch diameter perforated smooth -walled pipe surrounded with at least 6 inches of free -draining sand, sand and gravel or pea gravel, with the perforations down and the base of the pipe at the base of the adjacent footings. The bedding should be enclosed within a ' nonwoven geotextile fabric to reduce the potential for fines contamination from the native soil. The perimeter footing drain should be connected to a tightline collection system that discharges away from the developed areas. Roof drains on structures should be connected directly to a tightline collection and disposal system, ' separate from the footing drain. Perched ground water may result in the development of wet areas at finished grades. Interceptor drains or French drains installed in selected locations is an effective way to manage perched ground water. The need ' for and location of these drains should be a field decision at the time of construction. The drain should consist of a trench at least 18-inches wide and 24-inches deep. A rigid smooth -walled perforated pipe at least 4 inches in diameter should be placed in the bottom of the trench, surrounded with at least 6 inches washed rock or pea gravel and wrapped with a nonwoven geotextile fabric such as Mirafi 140N. We recommend that pavement surfaces be sloped away from the building area to route drainage away ' from foundations and floor slabs and toward the storm drain system. Drainage of the pavement base course and subbase will decrease the risk of pavement distress. Small holes can be provided in that portion of catch basins adjacent to the subbase or base layer, provided that the expected water level within the catch basin will ' always be below the elevation of the holes. The holes should be covered with a suitable geotextile fabric placed against the outside of the catch basin to prevent piping of the subbase or base material into the catch basin. 1 USE OF THIS REPORT We have prepared this report for use by Alex Cugini. The data and report should be provided to ' prospective contractors for their bidding or estimating purposes, but our report, conclusions and interpretations should not be construed as a warranty of the subsurface conditions. If there are changes in the grades, locations, configurations or types of the facilities planned, the ' conclusions and recommendations presented in this report may not be applicable. If design changes are made, we request that we be given the opportunity to review our conclusions and recommendations and to provide a written modification or verification. When the design has been finalized, we recommend that the final design and specifications be reviewed by our firm to see that our recommendations have been interpreted and implemented as intended. There are possible variations in subsurface conditions between the explorations and also with time. A ' contingency for unexpected conditions should be included in the budget and schedule. Sufficient observation, testing and consultation by our firm should be provided during construction to evaluate whether the conditions encountered are consistent with those indicated by the explorations, to provide recommendations for design ' changes should the conditions encountered during the work differ from those anticipated, and to evaluate whether or not earthwork and foundation installation activities comply with contract plans and specifications ' and our recommendations. 1 Icicle Creek Engineers 03360M012609 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Alex Cugini c/o Jamie Schroeder, P.E. CPI Consultants, LLC January 26, 2009 Page 14 Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in this area at the time the report was prepared. No warranty or other conditions, express or implied, should be understood. We trust this report meets your present needs. If you have any questions or if we can be of further assistance to you, please call. Yours very truly, Icicle Creek Engineers, Inc. �tX , :,ist y,` �,plo INVA� y� Brian R. Beaman P.E_, L.G. O Principal Engineer/Geologist ' i`_XptRES 11 � AMA Kathy Killman, L.E.G. Principal Engineering Geologist Document ID: 0336004.REP Attachments: Vicinity Map — Figure 1 Site Plan — Figure 2 High Coal Mine Hazard Reclamation Plan (Parking Area) — Figure 3 High Coal Mine Hazard Reclamation Plan (Stormwater Vault) — Figure 4 Soil Classification System — Figure 5 Test Pit Logs — Figures 6, 7 and S Moisture Content Results — Figure 9 Eight copies submitted Icicle Creek Engineers 0336004/012609 1 I I 1 FIGURES Icicle Creek Engineers 0336004/012609 3 .� .. ,y' A�j. y �. ✓ Philfp�Ar aroIlk k,i�-* 377 i 1` r• r F- i i ti ..✓ f � '� J I m -� -- � � fir✓: i ■ ■ jj f ` ■ M rill, i 4N ter' •/{ h �'� \ .` _� ' 1 ! WT Sch�if �y . Tlttan Park � _-- ?atbv� ►� I a�lbol i • f i Park I. 3 SPRINGBROOK RIDGE PROPERTY 7-` ~11'L 1 f Nos � 1 4B an bill ` r� i•. CORP 14 .! i • � I I lip? Snow � I • i i , � �r .. Subsea I ;' j: 6"s ; l Prmied from TOPO! OL997 W&Hbl r Prodoctmw (www! .topo.com) ### no 2,000 4,000 Scale in Feet LA I po Icicle Creek Engi Vicinity Map - Fi 11 r M M lip M M ■w r r i M M M M M i lid M M DF%D.0 1! IOl U.'7 I W i� ! -�Ylw DlVbMr T+. IMJI �AIEtFi '..�—RyTIly •16 N - SE 17 Street � 2nd � �ti .tee�ra^d� .� - �• POLE —,��, � � _ � _.�' _ � � 4 -n �. � • -— `_�` -� a rt Line r,f Probe-rt Li ' tormwater Vault A S V LhGSL. TP-4}--`,— — `'` `' Family Circle Learning Center Proposed -_ TP-2 (child care facility) \ r Building _ ``DTP-3. r f {'- _• - < ,` •1Nn l>rG7r Tyr '.. { I _� __ ' ypx J 5r .., `� � %1 •�G':O •� �MLN56L�--: a Y. IE i•P-0.O. �-C 1!hR-0 r f I � f. r' � TP-1 V �.. /:n 5/Lir R.+� �.aw� •.w', '0 Proposers s B 7 B 11.6 Stormwater Wult 8 ` , , s I IFJf 4¢•;LWkT •L _ 7S } TP-8- .� r�r y„ B-9}/1 is ¢, o �a1. ` TP-� Proposed' ""�' C� 5a.,�EACE— ¢' Building Explanation PEE"p, ti TP-7 q� o Test Pit Location w c.RE w' • i 'Y5s .� B-1 Boring Location Y (ICE previous study - March 2004) High Coal Mine Hazard Area (former mine opening; ICE previous •p.wsEcarE " �� �: �' , study - March 2004) o 100 200 Approximate Scale in Feet Base map provided by Bayiiss Architects, undated Icicle Creek Engineers Site Plan - Figure 2 1 1 1-1 1 11 o Ground Surface Schematic Mine Hazard Reclamation Plan r for Parking Area If Notes: 1) Not for Construction 2) The schematic may be used for planning purposes but the actual dimensions and materials used in reclamation may vary from that shown. 3) CDF = Controlled Density Fill a s la Approximate Scale in Feet Icicle Creek Engineers Explanation Weathered Glacial Till ;,.g `" ,' older Fill (mine opening) Unweathered Glacial Till Bedrock (Renton formation) High Coal Mine Hazard Reclamation Plan (Parking Area) - Fi 3 Ground Surface Schematic Mine Hazard Reclamation Plan for Stormwater Vault B Limit"of Excavation (may vary - to be evaluated - at the time of construction) i ^4�OR9 _,s Older Filled Mine Tunnel z (condition may vary - to be evaluated P _ .' at the time of construction) ' r — — — p — — — — — — — Explanation Motes: 1) Not for Construction weathered Glacial Till Older Fill (mine opening) 2) The schematic may be used for planning purposes but the actual dimensions and materials used in reclamation may vary from that shown. 3) CDF - Controlled Density Fill Unweathered Glacial Till Bedrock (Renton formation) b 5 lb Approximate Scale in Feet High Coal Mine Hazard Icicle Creek Engineers - Reclamation Plan (Stormwater Vault) - Fi H fl u Unified Soil Classification System Soil Classification and MAJOR DIVISIONS Generalized Group Description Coarse- GRAVEL GW Well -graded gravels Grained More than 50% CLEAN GRAVEL Gp Poorly -graded gravels Soils of coarse fraction GRAVEL WITH GM Gravel and silt mixtures retained on the No. 4 sieve FINES GC Gravel and clay mixtures SAND SW Well -graded sand CLEAN SAND � - - - - More than 50% Sp Poorly -graded sand -- --- —... ....... More than 50% of coarse fraction SAND WITH SM Sand and silt mixtures retained on the passes the FINES - No. 200 sieve_ No. 4 sieve SC Sand and clay mixtures Fine- SILT AND CLAY L, M Low-plasticity silts Grained INORGANIC - - --- CL Low -plasticity, clays Soils Liquid Limit - ORGANIC OL Low plasicity organic silts less than 50 and organic clays SILT AND CLAY. M H High -plasticity sills INORGANIC More than 50% CH High -plasticity clays passing the Liquid Limit ORGANIC OH High -plasticity organic silts No. 200 sieve greater than 50 and organic clays Highly Organic Soils. Primarily organic matter with organic odor PT Peat Notes: 1) Sail classification based on visual classification of soil in general accordance with ASTM 1)2488-00. 2) Soil classification using lahoratory tests is based on ASTM ll2487-UU. 3) Dc cription of soil density or consistency is based on interpretation of blow count data andortest data. Soil Particle Size Definitions Component Size Range Boulders Greater than 12 inch Cobbles 3 inch to 12 inch Soil Moisture Modifiers Gravel 3 inch to No. 4 (4.78 nun) Coarse 3 inch to 3/4 inch Soil Moisture Description Fine 3/4 inch to No. 4 (4.78 men) Sand No. 4 (4.78 mm) to No. 200 Dry Absence of moisture (0.0741tun) Moist Damp, but no visible water Coarse No. 4 (4.78 min) to No. 10 (2.0 nun) Wet Visible water Medium No. 10 (2.0 mm) to No. 40 (0.42 utm) Fine No. 40 (0.42 mm) to No. 200 (0.074 mm) Silt artd Clay Less than No. 200 (0.074 mm) Icicle Creek Engi Soil Classification System - Figure 5 Depth Soil Group Test Pit Description (3) (feet) (1) Symbol (2) Test Pit TP-1 Approximate Ground Surface Elevation: 400 Feet 0.0 - 1.0 Forest duff and topsoil 1.0 - 3.0 SM Brown silty fine to medium SAND with occasional gravel and abundant organics and fine roots (loose, moist) (weathered glacial till) 3.0 - 4.5 SM Mottled gray and brown silty fine to medium SAND with occasional gravel (medium dense, moist) (weathered glacial till) 4.5 - 9.0 SM Gray silty fine to medium SAND with occasional gravel (dense to very dense, moist) (glacial tit]) Test pit completed at 9.0 feet on 12/16/08 Disturbed soil samples obtained at 0.5, 2.5 4.0 and 8.0 feet No ground water seepage observed No caving of test pit wall observed Test Pit TP-2 Approximate Ground Surface Elevation: 389 Feet 0.0 - 1_0 Forest duff and topsoil 1.0 - 3.0 SM Mottled gray and brown silty fine to medium SAND with a trace of gravel (medium dense, moist) (weathered glacial till) 3.0 - 10.0 SM Gray silty fine to medium SAND with a trace of gravel (dense to very dense, moist) (glacial till) Test pit completed at 10.0 feet on 12/16/08 Disturbed soil samples obtained at 2.5 and 5.0 feet No ground water seepage observed No caving of test pit wall observed Test Pit TP-3 Approximate Ground Surface Elevation: 387 Feet 0.0 - I.0 Forest duff and topsoil 1.0 - 3.5 SM Mottled gray and brown silty fine to medium SAND with a trace of gravel and fine roots (medium dense, moist) (weathered glacial till) 3.5 - 10.0 SM Gray silty fine to medium SAND with a trace of gravel and cobbles (dense to very dense, moist) (glacial till) Test pit completed at 10.0 feet on 12/16/08 because of practical digging refusal Disturbed soil samples obtained at 6.0 and 8.5 feet No ground water seepage observed No caving of test pit wall observed Test Pit TP4 Approximate Ground Surface Elevation: 363 Feet 0.0 - 1.5 Forest duff and topsoil 1.5 - 4.5 SM Mottled gray and brown silty fine to medium SAND with a trace of gravel (loose to medium dense, wet to moist) (weathered glacial till) 4.5 - 10.0 SM Gray silty fine to medium SAND with a trace of gravel and cobbles (medium dense to dense, moist) (glacial till) Test pit completed at 10.0 feet on 12/16/08 Disturbed soil sample obtained at 7.0 feet Rapid ground water seepage observed at 1.5 feet Severe caving of north test pit wall observed above about 2 feet IPage l of 3 0336-004/012609 1 Icicle Creek Engineers Test Pit Logs - Figure 6 Depth Soil Group Test Pit Description (3) (feet) (1) Symbol (2) Test Pit TP-5 Approximate Ground Surface Elevation: 380 Feet 0.0 - 0.8 Forest dull -and topsoil 0.8 - 2.0 Ski Mottled gray and brown silty fine to medium SAND with a trace of gravel (medium dense, moist) (weathered glacial till) 2.0 - 6.0 SM Gray silty fine to medium SAND with a trace of gravel and cobbles (dense to very dense, moist) (glacial till) Test pit completed at 6.0 feet on 12/16/08 because of practical digging refusal Disturbed soil sample obtained at 4.0 feet No ground water seepage observed No caving of test pit wall observed Test Pit TP-6 Approximate Ground Surface Elevation: 390 Feet 0.0 - 1.0 Forest duff and topsoil 1.0 - 2.0 SM Brown silty fine to medium SAND with a trace gravel and abundant organics and fine roots (loose, moist) (weathered glacial till) 2.0 - 3.0 SM Mottled gray and brown silty fine to medium SAND with a trace of gravel (medium dense, moist) (weathered glacial till) 3.0 - 10.0 SM Gray silty fine to medium SAND with a trace of gravel (dense to very dense, moist) (glacial till) Grades to occasional gravel and cobbles at 8 feet Test pit completed at 10.0 feet on 12/16/08 Disturbed soil samples obtained at 1.5 and 2.5 feet No ground water seepage observed No caving of test pit wall observed Test Pit TP-7 Approximate Ground Surface Elevation: 388 Feet 0.0 - 0.5 Forest duff and topsoil 0.5 - 1.5 SM Brown silty fine to medium SAND with occasional gravel and abundant organics and fine roots (loose, moist) (weathered glacial till) 1.5 - 4.0 SM Mottled gray and brown silty fine to medium SAND with occasional gravel (medium dense, moist) (weathered glacial till) 1.5 - 10-0 SM Gray silty fine to medium SAND with occasional gravel and cobbles (dense to very dense, moist) (glacial till) Test pit completed at 10.0 feet on 12/16/08 No ground water seepage observed No caving of test pit wall observed Test Pit TP-8 Approximate Ground Surface Elevation: 381 Feet 0.0 - 1.0 Forest duff and topsoil 1.0 - 4.0 SM Mottled gray and brown silty fine to medium SAND with occasional gravel (medium dense, moist) (weathered glacial till) 4.0 - 6.0 SM Gray silty fine to medium SAND with occasional gravel and cobbles (dense, moist) (glacial till) Test pit completed at 6.0 feet on 12/16/08 No ground water seepage observed No caving of test pit wall observed Page 2 of 3 0336-0041012609 Icicle Creek Engineers Test Pit Logs - Figure 7 1 1 1 1 1 1 1 1 1 1 1 Depth (feet) (1) Soil Group Symbol (2) Test Pit Description (3) Test Pit TP-9 Approximate Ground Surface Elevation: 376 Feet 0.0 - 0.9 Forest duff and topsoil 0.8 - 15.0 SM Brown silty fineto medium SAND with a trace of gravel and cobbles and abundant wood debris (loose to medium dense, dry to moist) (fill) Test pit completed at 15.0 feet on 04/10/03 Disturbed soil sample obtained at 4.0 feet No groundwater seepage observed No caving of test pit walls observed ) The depths on the test pit logs are shown in 0.1 foot increments, however these depths are based on approximate measurements across the length of the test pit and should be considered accurate to 0.5 foot. The depths are relative to the adjacent ground surface. ) The soil group symbols are based on the soil classification system shown in Figure 5. ) The approximate test pit locations are shown in Figure 2_ Page 3 of3 Icicle Creek Engineers [.1336-004/012609 Test Pit Logs - Figure S Test Pit Sample Sample Moisture Number Number Depth (feet) Content (%) TP-1 S-1 0.5 44 S-2 2.5 15 S-3 4.0 11 S-4 8.0 12 TP-2 S-1 2.5 10 S-2 5.0 8 TP-3 S-1 6.0 9 S-2 8.5 9 TP-4 S-1 7.0 8 TP-5 S-1 8.0 12 TP-6 S-1 1.5 19 S-2 2.5 12 TP-9 S-1 4.0 7 0336004/012609 1 Icicle Creek Engineers Moisture Content Results - Figure 9