psl_ts_feb11_twinflats_packet by panniuniu

VIEWS: 6 PAGES: 74

									TIMBER NOTICE OF SALE
SALE NAME: TWIN FLATS                                                     AGREEMENT NO: 30-085434

AUCTION:                February 24, 2011 starting at 10:00 a.m.,     COUNTY: Cowlitz
                        Pacific Cascade Region Office, Castle Rock, WA

SALE LOCATION:          Sale located approximately 8 miles southeast of Toutle, WA

PRODUCTS SOLD
AND SALE AREA:          All timber, except leave trees tagged out with yellow Leave Tree Area boundary tags,
                        leave trees marked with blue paint, pre-existing stumps, and all down timber existing 10
                        years prior to the day of sale, bounded by the following: timber sale boundary tags,
                        reprod, and private property line in Unit 1; timber sale boundary tags, reprod, private
                        property line and the 4208A road in Unit 2 on part(s) of Sections 36 all in Township 10
                        North, Range 1 East, W.M., containing 72 acres, more or less.

CERTIFICATION:          This sale is certified under the Sustainable Forestry Initiative Standard (cert no: BV-
                        SFIS-US09000572)

ESTIMATED SALE VOLUMES AND QUALITY:

                Avg Ring      Total                                MBF by Grade
Species        DBH Count      MBF                  1P     2P     3P SM     1S   2S           3S     4S    UT
Douglas fir     17.8     8   2,187                                                 1,223    810   154
Red alder         12           188                                                     3     13   172
Hemlock         16.5            45                                                    14     21    10
Maple           14.5            21                                                    12            9
Grand fir         37            16                                                    16
Red cedar         23             9                                                            9
Sale Total                   2,466

MINIMUM BID:            $720,000.00                              BID METHOD:            Sealed Bids

PERFORMANCE
SECURITY:               $100,000.00                              SALE TYPE:             Lump Sum

EXPIRATION DATE:        October 30, 2011                         ALLOCATION:            Export Restricted

BID DEPOSIT:            $72,000.00 or Bid Bond. Said deposit shall constitute an opening bid at the appraised
                        price.

HARVEST METHOD: Shovel and Track skidder. Ground based yarding is restricted to operating during dry soil
                conditions.

ROADS:                  7.59 stations of optional construction. 35.75 stations of required pre-haul maintenance.
                        7.59 stations of light abandonment if roads are constructed. Rock for construction or
                        pre-haul maintenance under this contract may be obtained at no cost to the Purchaser
                        from the 4250 Quarry located in Sec. 11-T09N-R02E Purchaser shall manufacture
                        crushed rock from the 4250 Quarry in accordance with the quantities on the Rock List.
                        10 cubic yards of 2 1/2 INCH MINUS may be taken from the stockpile located in the
                        4250 pit. Road construction will not be permitted from September 30 to May 1 unless
                        authorized in writing by the Contract Administrator.

ACREAGE DETERMINATION




                                                   Page 1 of 2
TIMBER NOTICE OF SALE
CRUISE METHOD:          The sale acres were determined by GPS. The sale area was cruised using a variable plot
                        cruise method. Harvesting activities are estimated to be approximately 100% ground-
                        based systems.

FEES:                   $32,680.00 is due on day of sale. $9.00 per MBF is due upon removal. These are in
                        addition to the bid price.

SPECIAL REMARKS: A PCP 1-1 key will be needed for the gate. Gate locations are shown on the driving map.
                 Keys are available at the Pacific Cascade Region office in Castle Rock.




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                                TIMBER                                SALE                         MAP
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                                SALE NAME:                         TWIN FLATS                                                                                                                                                                                                              Pacific Cascade Region




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                                AGREEMENT#:                        30-085434                                                                                                                                                                                                               COWLITZ
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                                TOWNSH IP(S ):                     T10R01E                                                                                                                                                                                         E L E VAT I O N R G E : 719-1020




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                >               TRU ST(S):                         Common School and Indemnity(3)
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                                                 Riparian Mgt Zone                                                               Temporary Construction                                                                                                                           1 Rock Pits
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                                                 Leave Trees                                                                     Required Pre-Haul Maintenance
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                                                                                                                     ] Stream Type
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                                ~ ~ Leave Tree Tags                                                                                                                                                                                                                                       Public Land Survey Sections
                                                                                                                     % 3
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                                ~ ~ ~ Sale Boundary Tags                                                             k type breaks
                                                                                                                     >                                                                                                                                                        !
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                                                 Reprod
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                                                                                                                                                                                                                                                                              !       !

                                                                                                                     !
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                                                                                                                     !           Gates

                                Prepared By: jhom490                                                                                     Creation Date: 9/22/2009                                                                                                                     Modification Date: 7/22/2010
    DRIVING                               MAP
    SALE NAME:              TWIN FLATS                                                                                         REGION:                 Pacific Cascade Region
    A G R E E M E N T # : 30-085434                                                                                            COUNTY(S):              COWLITZ
    T O W N S H I P ( S ) : T10R01E                                                                                            E L E VAT I O N R G E : 719-1020
    TRU ST(S):              Common School and Indemnity(3)
                                  !



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    ^                                                                    2.35mi
                           S. Toutle Rd
!

    TOUTLE
                                                       41
                                                            00
                                                                                           0.8mi
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                                                                                                                 4.6mi                !                  2.9mi

                                                                                                                                                     4250
                                                                                                                                                                      4250
                                                                                                                                                                      pit B




        0            0.5        1             2                      3
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                      Timber Sale Unit
                                                            DRIVING DIRECTIONS:
                      Haul Route                            Unit 1:
                                                            From SR 504, 0.5 mile past mile marker 10 then turn east on to S. Toutle Rd. and go 2.70 miles.
                                                            Turn east on to the 4100 and go 2.35 miles, then turn north on to the 4200 and go 0.8 miles to "unit 1".
                      Other Route                           Unit 2:
                                                            Turn north on to the 4208 go thru the Gate(PCP-1) "unit 2" begins approximately 700 feet past the gate.
                      Highways
                                                            To access the rock pit, follow the 4200 for 4.6 miles, turn right on to the 4250 go 2.9 miles to the 4250 pit.
            !         Distance Indicator

        B             Rock Pit
    Prepared By: jhom490                                                         Creation Date: 9/23/2009                                 Modification Date: 7/22/2010
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                            STATE OF WASHINGTON
                      DEPARTMENT OF NATURAL RESOURCES

                         BILL OF SALE AND CONTRACT FOR
                                FOREST PRODUCTS

              Export Restricted Lump Sum AGREEMENT NO. 30-085434

                               SALE NAME: TWIN FLATS

        THE STATE OF WASHINGTON DEPARTMENT OF NATURAL
        RESOURCES, HEREINAFTER ACTING SOLELY, IN ITS PROPRIETARY
        CAPACITY, STATE, AND PURCHASER, AGREE AS FOLLOWS:

Section G:   General Terms
G-011   Right to Remove Forest Products and Contract Area
        Purchaser was the successful bidder on February 24, 2011 and the sale was confirmed
        on ______________________. The State, as owner, agrees to sell to Purchaser, and
        Purchaser agrees to purchase as much of the following forest products as can be cut and
        removed during the term of this contract: All timber, except leave trees tagged out with
        yellow Leave Tree Area boundary tags, leave trees marked with blue paint, pre-existing
        stumps, and all down timber existing 10 years prior to the day of sale, bounded by the
        following: timber sale boundary tags, reprod, and private property line in Unit 1; timber
        sale boundary tags, reprod, private property line and the 4208A road in Unit 2, located
        on approximately 72 acres on part(s) of Section 36 in Township 10 North, Range 1 East
        W.M. in Cowlitz County(s) as designated on the sale area and as shown on the attached
        timber sale map. Timber purchased under a contract that is designated as export
        restricted shall not be exported until processed. Timber purchased under a contract that
        is designated as exportable may be exported prior to processing.
G-020   Inspection By Purchaser
        Purchaser hereby warrants to the State that they have had an opportunity to fully
        inspect the sale area and the forest products being sold. Purchaser further warrants to
        the State that they enter this contract based solely upon their own judgment of the value


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        of the forest products, formed after their own examination and inspection of both the
        timber sale area and the forest products being sold. Purchaser also warrants to the State
        that they enter this contract without any reliance upon the volume estimates, acreage
        estimates, appraisals, pre-bid documentation, or any other representations by the State
        Department of Natural Resources.
G-025   Schedules
        The following attached schedules are hereby incorporated by reference:

             Schedule               Title
             L                      HARVESTING SPECIFICATIONS
G-031   Contract Term
        Purchaser shall complete all work required by this contract prior to October 30, 2011.
G-040   Contract Term Adjustment - No Payment
        Purchaser may request an adjustment in the contract term. A claim must be submitted
        in writing and received by the State within 30 days after the start of interruption or
        delay. The claim must also indicate the actual or anticipated length of interruption or
        delay. The State may grant an adjustment without charge only if the cause for contract
        term adjustment is beyond Purchaser's control. The cause must be one of the following
        and the adjustment may be granted only if operations or planned operations under this
        contract are actually interrupted or delayed:

             a.   Road and bridge failures which deny access.
             b.   Access road closures imposed by road owner.
             c.   Excessive suspensions as provided in clause G-220.
             d.   Regulatory actions not arising from Purchaser's failure to comply with this
                  contract which will prevent timber harvest for a period less than 6 months.
G-051   Contract Term Extension - Payment
        Extensions of this contract term may be granted only if, in the judgment of the State,
        Purchaser is acting in good faith and is endeavoring to remove the forest products
        conveyed. The term of this contract may be extended for a reasonable time by the State
        if all of the following conditions are satisfied:

             a. A written request for extension of the contract term must be received prior to
                the expiration date of the contract.

             b. Completion of all required roads and compliance with all contract and
                regulatory requirements.

             c. For the first extension, not to exceed 1 year, payment of at least 25 percent of
                the total contract price.

                  For the second extension, not to exceed 1 year, payment of at least 90 percent
                  of the total contract price.


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                 The payments shall not include the initial deposit which shall be held
                 according to the provisions of RCW 79.15.100.

             d. Payment of an amount based on 12 percent interest per annum on the unpaid
                portion of the total contract price.

                 All payments, except the initial deposit, will be deducted from the total
                 contract price to determine the unpaid portion of the contract.

             e. Payment of $529.00 per acre per annum for the acres on which an operating
                release has not been issued.

             f. In no event will the extension charge be less than $200.00.

             g. Extension payments are non-refundable.
G-053   Surveys - Sensitive, Threatened, Endangered Species
        Whenever the State determines that a survey for sensitive, threatened, or endangered
        species is prudent, or when Purchaser determines a survey is prudent and the State
        agrees, Purchaser shall perform such surveys at Purchaser's expense and to the
        standards required by the State. The survey information shall be supplied to the State.
G-060   Exclusion of Warranties
        The PARTIES AGREE that the IMPLIED WARRANTIES OF MERCHANTABILITY
        AND FITNESS FOR A PARTICULAR PURPOSE and ALL OTHER WARRANTIES
        EXPRESSED OR IMPLIED ARE EXCLUDED from this transaction and shall not
        apply to the goods sold. For example, THE FOLLOWING SPECIFIC MATTERS
        ARE NOT WARRANTED, and are EXCLUDED from this transaction:

             a. The MERCHANTABILITY of the forest products. The use of the term
                "merchantable" in any document is not intended to vary the foregoing.

             b. The CONDITION of the forest products. The forest products will be
                conveyed "AS IS."

             c. The ACREAGE contained within any sale area. Any acreage descriptions
                appearing in the timber notice of sale, timber sale contract, or other documents
                are estimates only, provided solely for administrative and identification
                purposes.

             d. The VOLUME, QUALITY, OR GRADE of the forest products. The State
                neither warrants nor limits the amount of timber to be harvested. The
                descriptions of the forest products to be conveyed are estimates only, made
                solely for administrative and identification purposes.




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             e. The CORRECTNESS OF ANY SOIL OR SURFACE CONDITIONS, PRE-
                SALE CONSTRUCTION APPRAISALS, INVESTIGATIONS, AND ALL
                OTHER PRE-BID DOCUMENTS PREPARED BY OR FOR THE STATE.
                These documents have been prepared for the State's appraisal purposes only.

             f. THAT THE SALE AREA IS FREE FROM THREATENED OR
                ENDANGERED SPECIES or their habitat. The State is not responsible for
                any interference with forestry operations that result from the presence of any
                threatened or endangered species, or the presence of their habitat, within the
                sale area.

             g. THAT THE FORESTRY OPERATIONS to be performed under this contract
                WILL BE FREE FROM REGULATORY ACTIONS by governmental
                agencies. The State is not responsible for actions to enforce regulatory laws,
                such as the Washington Forest Practices Act (chapter 76.09 RCW), taken by
                the Department of Natural Resources or any other agency that may affect the
                operability of this timber sale.

             h. Items contained in any other documents prepared for or by the State.
G-062   Habitat Conservation Plan
        The State has entered into a Habitat Conservation Plan (HCP) with the U.S. Fish and
        Wildlife Service and the National Marine Fisheries Service (the Services) to address
        state trust land management issues relating to compliance with the Federal Endangered
        Species Act. The activities to be carried out under this contract are located within the
        State’s HCP area and are subject to the terms and conditions of the HCP, and the
        Services’ Incidental Take Permit Nos. 812521 and 1168 (collectively referred to as
        ITP), or as amended hereafter by the Services. The ITP authorizes the incidental take
        of certain federally listed threatened and endangered species, as specified in the ITP
        conditions. All HCP materials, including the ITP, are available for review at the State’s
        Regional Offices and the administrative headquarters in Olympia, Washington.

        By signing this contract, Purchaser agrees to comply with the terms and conditions of
        the ITP, and the HCP, which shall become terms of this contract. The State agrees to
        authorize the lawful activities of the Purchaser carried out pursuant to this contract,
        PROVIDED the Purchaser remains in compliance with the terms and conditions of both
        the HCP and ITP. The requirements set forth in this contract are intended to comply
        with the terms and conditions of the HCP and ITP. Accordingly, non-compliance with
        the terms and conditions of the HCP and ITP will render the authorization provided in
        this paragraph void, be deemed a breach of the contract and may subject Purchaser to
        liability for violation of the Endangered Species Act.

        Any modifications to the contract shall be proposed in writing by Purchaser, shall
        continue to meet the terms and conditions of the HCP and ITP, and shall require the
        prior written approval of the Region Manager before taking effect.




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G-063   Incidental Take Permit Notification Requirements
             a. Purchaser shall immediately notify the Contract Administrator of new
                locations of permit species covered by the Incidental Take Permits (ITP) that
                are discovered within the area covered by the State's Habitat Conservation
                Plan (HCP), including, but not limited to: locations of occupied murrelet
                habitat; spotted owl nest sites; wolves; grizzly bears; nests, communal roosts,
                or feeding concentrations of bald eagles; peregrine falcon nests; Columbian
                white-tailed deer; Aleutian Canada geese; Oregon silverspot butterflies; and
                additional stream reaches found to contain bull trout. Purchaser is required to
                notify the Contract Administrator upon discovery of any fish species found in
                streams or bodies of water classified as non-fish bearing. In all circumstances,
                notification must occur within a 24 hour time period.

             b. Upon locating any live, dead, injured, or sick specimens of any permit species
                covered by the ITP, Purchaser shall immediately notify the Contract
                Administrator. Purchaser shall notify the Contract Administrator if there is
                any doubt as to the identification of a discovered permit species. Purchaser
                may be required to take certain actions to help the Contract Administrator
                safeguard the well-being of any live, injured or sick specimens of any permit
                species discovered, until the proper disposition of such specimens can be
                determined by the Contract Administrator. Any such requirements will be
                explained to Purchaser by the Contract Administrator during the Pre-Work
                Conference. In all circumstances, notification must occur within a 24 hour
                time period.

             c. Purchaser shall refer to a specific ITP number, PRT-812521 or ITP 1168
                (copies which are located in the region office) in all correspondence and
                reports concerning permit activities.

             d. Provisions and requirements of the ITP shall be clearly presented and
                explained to Purchaser by Contract Administrator during the Pre-Work
                Conference as per contract clause G-330. All applicable provisions of the ITP
                and this schedule must be presented and clearly explained by Purchaser to all
                authorized officers, employees, contractors, or agents of Purchaser conducting
                authorized activities in the timber sale area. Any questions Purchaser may
                have about the ITP should be directed to the Contract Administrator.
G-064   Permits
        Purchaser is responsible for obtaining any permits not already obtained by the State that
        relate to Purchaser's operation. Forest Practice Application and Hydraulic Project
        Approval permits obtained by the State shall be transferred to Purchaser. Purchaser is
        responsible for all permits, amendments and renewals.




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G-065   Regulatory Disclaimer
        The State disclaims any responsibility for, or liability relating to, regulatory actions by
        any government agency, including actions pursuant to the Forest Practices Act, Ch.
        76.09 RCW that may affect the operability of the timber sale.
G-066   Governmental Regulatory Actions
             a. Risk

                 Purchaser shall be responsible for any increased operational costs arising from
                 any applicable foreign or domestic governmental regulation or order that does
                 not cause contract performance to become commercially impracticable or that
                 does not substantially frustrate the purpose of the contract. If impracticability
                 or frustration results from Purchaser's failure to comply with this contract,
                 Purchaser shall remain responsible for payment of the total contract price
                 notwithstanding the impracticability or frustration.

             b. Sale Area

                 When portions of the sale area become subject to a foreign or domestic
                 governmental regulation or order that will likely prevent timber harvest for a
                 period that will exceed the expiration date of this contract, and Purchaser has
                 complied with this contract, the following shall apply:

                     i. RCW 79.15.140 shall govern all adjustments to the contract area.

             c. Adjustment of Price

                 The State shall adjust the total contract price by subtracting from the total
                 contract price an amount determined in the following manner: The State shall
                 cause the timber sale area subject to governmental regulation or order to be
                 measured. The State shall calculate the percentage of the total sale area
                 subject to the governmental regulation or order. The State shall reduce the
                 total contract price by that calculated percentage. However, variations in
                 species, value, costs, or other items pertaining to the affected sale area will be
                 analyzed and included in the adjustment if deemed appropriate by the State.
                 The State will further reduce the total contract price by the reasonable cost of
                 unamortized roads Purchaser constructed but was unable to fully use for
                 removing timber. A reduction in total contract price terminates all of the
                 Purchaser's rights to purchase and remove the timber and all other interest in
                 the affected sale area.
G-070   Limitation on Damage
        In the event of a breach of any provision of this contract by the State, the exclusive
        remedy available to Purchaser will be limited to a return of the initial deposit,
        unapplied payments, and credit for unamortized improvements made by Purchaser.




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        The State shall not be liable for any damages, whether direct, incidental or
        consequential.
G-080   Scope of State Advice
        No advice by any agent, employee, or representative of the State regarding the method
        or manner of performing shall constitute a representation or warranty that said method,
        manner or result thereof will conform to the contract or be suitable for Purchaser's
        purposes under the contract. Purchaser's reliance on any State advice regarding the
        method or manner of performance shall not relieve Purchaser of any risk or obligation
        under the contract. Purchaser retains the final responsibility for its operations under
        this contract and State shall not be liable for any injuries resulting from Purchaser's
        reliance on any State advice regarding the method or manner of performance.
G-091   Sale Area Adjustment
        The Parties may agree to adjustments in the sale area boundary. The cumulative
        changes to the sale area during the term of the contract shall not exceed more than four
        percent of the original sale area. If the sale area is increased, the added forest products
        become a part of this contract. The State shall determine the volume added and shall
        calculate the increase to the total contract price using the rates set forth in clause G-101,
        G-102, or G-103. If the sale area is reduced, the State shall determine the volume to be
        reduced. The State shall calculate the reduction to the total contract price using the
        rates set forth in clause G-101, G-102, or G-103.
G-101   Forest Products Not Designated
        Any forest products not designated for removal, which must be removed in the course
        of operations authorized by the State, shall be approved and designated by the Contract
        Administrator. Added forest products become a part of this contract and the Scribner
        log scale volume, as defined by the Northwest Log Rules Advisory Group, shall be
        determined by the Contract Administrator. Added forest products shall be paid for at
        the following contract payment rates per Mbf Scribner log scale.

        The pricing schedule has not been set for the sale.
G-111   Title and Risk of Loss
        Title to the forest products under this contract passes to the Purchaser after they are
        removed from the sale area, if adequate advance payment or payment security has been
        provided to the State under this contract. Purchaser bears all risk of loss of, or damage
        to, and has an insurable interest in, the forest products described in this contract from
        the time the sale is confirmed under RCW 79.15.120. Breach of this contract shall have
        no effect on this provision.
G-116   Sustainable Forestry Initiative® (SFI) Certification
        Forest products purchased under this contract are certified as being in conformance
        with the Sustainable Forestry Initiative® Standard under SFI certificate number: BV-
        SFIS-US09000572.




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G-120   Responsibility for Work
        All work, equipment, and materials necessary to perform this contract shall be the
        responsibility of Purchaser. Any damage to improvements, except as provided in
        clause G-130 or unless the State issues an operating release pursuant to clause G-280,
        shall be repaired promptly to the satisfaction of the State and at Purchaser's expense.
G-130   Exceptions
        Exceptions to Purchaser's responsibility in clause G-120 shall be limited exclusively to
        the following. These exceptions shall not apply where road damage occurs due to
        Purchaser's failure to take reasonable precautions or to exercise sound forest
        engineering and construction practices.

        Road is defined as the road bed, including but not limited to its component parts, such
        as subgrade, ditches, culverts, bridges, and cattle guards.

        For the purposes of this clause, damage will be identified by the State and is defined as:

             1. Failure of (a) required improvements or roads designated in clause C-050, or
                (b) required or optional construction completed to the point that authorization
                to haul has been issued;

             2. Caused by a single event from forces beyond the control of Purchaser, its
                employees, agents, or invitees, including independent contractors; and

             3. Includes, but is not limited to natural disasters such as earthquakes, volcanic
                eruptions, landslides, and floods.

        The repair work identified by the State shall be promptly completed by Purchaser at an
        agreed price. The State may elect to accomplish repairs by means of State-provided
        resources. The State will bear the cost to repair damages caused by a third party. In all
        other cases, the Purchaser shall bear responsibility for the costs as described below.

        For each event, Purchaser shall be solely responsible for the initial $5,000 in repairs.
        For repairs in excess of $5,000, the parties shall share equally the portion of costs
        between $5,000 and $15,000. The State shall be solely responsible for the portion of
        the cost of repairs that exceed $15,000.

        Nothing contained in clauses G-120 and G-130 shall be construed as relieving
        Purchaser of responsibility for, or damage resulting from, Purchaser's operations or
        negligence, nor shall Purchaser be relieved from full responsibility for making good
        any defective work or materials. Authorization to haul does not warrant that Purchaser
        built roads are free from material defect and the State may require additional work, at
        Purchasers expense regardless of cost, to remedy deficiencies at any time.




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G-140   Indemnity
        To the fullest extent permitted by law, Purchaser shall indemnify, defend and hold
        harmless State, agencies of State and all officials, agents and employees of State, from
        and against all claims arising out of or resulting from the performance of the contract.
        "Claim" as used in this contract means any financial loss, claim, suit, action, damage,
        or expense, including but not limited to attorneys' fees, attributable for bodily injury,
        sickness, disease or death, or injury to or destruction of tangible property including loss
        of use resulting therefrom. Purchasers' obligations to indemnify, defend, and hold
        harmless includes any claim by Purchasers' agents, employees, representatives, or any
        subcontractor or its employees. Purchaser expressly agrees to indemnify, defend, and
        hold harmless State for any claim arising out of or incident to Purchasers' or any
        subcontractors' performance or failure to perform the contract. Purchasers' obligation
        to indemnify, defend, and hold harmless State shall not be eliminated or reduced by any
        actual or alleged concurrent negligence of State or its agents, agencies, employees and
        officials. Purchaser waives its immunity under Title 51 RCW to the extent it is
        required to indemnify, defend and hold harmless State and its agencies, officials, agents
        or employees.
G-150   Insurance
        Purchaser and/or contractor(s) shall, at its cost and expense, buy and maintain insurance
        of the types and amounts listed below. Failure to buy and maintain the required
        insurance may result in a breach and/or termination of the contract at State's option.
        State may suspend Purchaser operations until required insurance has been secured.

        All insurance and surety bonds should be issued by companies admitted to do business
        within the State of Washington and have a rating of A-, Class VII or better in the most
        recently published edition of Best's Reports. Any exception shall be reviewed and
        approved by the department's risk manager before the insurance coverage is accepted.
        If an insurer is not admitted, all insurance policies and procedures for issuing the
        insurance policies must comply with Chapter 48.15 RCW and 284-15 WAC.

        The State of Washington, Department of Natural Resources region office of sale origin
        shall be provided written notice before cancellation or non-renewal of any insurance
        referred to therein, in accord with the following specifications:

             1. Insurers subject to Chapter 48.18 RCW (admitted and regulated by the
                Insurance Commissioner): The insurer shall give the State 45 days advance
                notice of cancellation or non-renewal. If cancellation is due to non-payment
                of premium, the State shall be given 10 days advance notice of cancellation.

             2. Insurers subject to Chapter 48.15 RCW (surplus lines): The State shall be
                given 20 days advance notice of cancellation. If cancellation is due to non-
                payment of premium, the State shall be given 10 days advance notice of
                cancellation.




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        Before starting work, Purchaser shall furnish State of Washington, Department of
        Natural Resources with a certificate(s) of insurance, executed by a duly authorized
        representative of each insurer, showing compliance with the insurance requirements
        specified in the contract. Insurance coverage shall be obtained by the purchaser and/or
        contractor(s) prior to operations commencing and continually maintained in full force
        until all contract obligations have been satisfied or an operating release has been signed
        by the State.

        Purchaser shall include all subcontractors as insured under all required insurance
        policies, or shall furnish separate certificates of insurance and endorsements for each
        subcontractor. Subcontractor(s) must comply fully with all insurance requirements
        stated herein. Failure of subcontractor(s) to comply with insurance requirements does
        not limit Purchaser's liability or responsibility.

        The State of Washington, Department of Natural Resources, its elected and appointed
        officials, agents and employees shall be named as an additional insured on all general
        liability, excess, umbrella, and property insurance policies.

        All insurance provided in compliance with this contract shall be primary as to any other
        insurance or self-insurance programs afforded to or maintained by State. Purchaser
        waives all rights against State for recovery of damages to the extent these damages are
        covered by general liability or umbrella insurance maintained pursuant to this contract.

        If Purchaser is self-insured, evidence of its status as a self-insured entity shall be
        provided to State. If requested by State, Purchaser must describe its financial condition
        and the self-insured funding mechanism.

        By requiring insurance herein, State does not represent that coverage and limits will be
        adequate to protect Purchaser and such coverage and limits shall not limit Purchaser's
        liability under the indemnities and reimbursements granted to State in this contract.

        The limits of insurance, which may be increased as deemed necessary by State of
        Washington, Department of Natural Resources, shall not be less than as follows:

        Commercial General Liability (CGL) Insurance. Purchaser shall maintain general
        liability (CGL) insurance, and, if necessary, commercial umbrella insurance with a
        limit of not less than $1,000,000.00 per each occurrence. If such CGL insurance
        contains aggregate limits, the General Aggregate limit shall be at least twice the "each
        occurrence" limit. CGL insurance shall have products-completed operations aggregate
        limit of at least two times the "each occurrence" limit.

        CGL insurance shall be written on Insurance Services Office (ISO) occurrence form
        CG 00 01 (or a substitute form providing equivalent coverage). All insurance shall
        cover liability arising out of premises, operations, independent contractors, products
        completed operations, personal injury and advertising injury, and liability assumed




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        under an insured contract (including the tort liability of another party assumed in a
        business contract), and contain separation of insured (cross liability) condition.

        Employer's Liability "Stop Gap" Insurance. Purchaser shall buy employers liability
        insurance, and, if necessary, commercial umbrella liability insurance with limits not
        less than $1,000,000.00 each accident for bodily injury by accident or $1,000,000.00
        each employee for bodily injury by disease.

        Workers' Compensation Coverage. Purchaser shall comply with all State of
        Washington workers' compensation statutes and regulations. Workers' compensation
        coverage shall be provided for all employees of Purchaser and employees of any
        subcontractor or sub-subcontractor. Coverage shall include bodily injury (including
        death) by accident or disease, which exists out of or in connection with the performance
        of this contract. Except as prohibited by law, Purchaser waives all rights of subrogation
        against State for recovery of damages to the extent they are covered by workers'
        compensation, employer's liability, commercial general liability, or commercial
        umbrella liability insurance.

        If Purchaser, contractor, subcontractor or sub-subcontractor fails to comply with all
        State of Washington workers' compensation statutes and regulations and State incurs
        fines or is required by law to provide benefits to or obtain coverage for such employees,
        Purchaser shall indemnify State. Indemnity shall include all fines, payment of benefits
        to Purchaser or contractor(s) or subcontractor employees, or their heirs or legal
        representatives, and the cost of effecting coverage on behalf of such employees.

        Business Auto Policy (BAP). Purchaser shall maintain business auto liability and, if
        necessary, commercial umbrella liability insurance with a limit not less than
        $1,000,000.00 per accident. Such insurance shall cover liability arising out of "Any
        Auto". Business auto coverage shall be written on ISO form CA 00 01, or substitute
        liability form providing equivalent coverage. If necessary the policy shall be endorsed
        to provide contractual liability coverage and cover a "covered pollution cost or
        expense" as provided in the 1990 or later editions of CA 00 01. Purchaser waives all
        rights against State for the recovery of damages to the extent they are covered by
        business auto liability or commercial umbrella liability insurance.
G-160   Agents
        The State's rights and duties will be exercised by the Region Manager at Castle Rock,
        Washington. The Region Manager will notify Purchaser in writing who is responsible
        for administering the contract. The Region Manager has sole authority to waive,
        modify, or amend the terms of this contract in the manner prescribed in clause G-180.
        No agent, employee, or representative of the State has any authority to bind the State to
        any affirmation, representation, or warranty concerning the forest products conveyed
        beyond the terms of this contract.

        Purchaser is required to have a person on site during all operations who is authorized to
        receive instructions and notices from the State. Purchaser shall inform the State in



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        writing who is authorized to receive instructions and notices from the State, and any
        limits to this person's authority.
G-170   Assignment and Delegation
        No rights or interest in this contract shall be assigned by Purchaser without prior
        written permission of the State. Any attempted assignment shall be void and
        ineffective for all purposes unless made in conformity with this paragraph. Purchaser
        may perform any duty through a delegate, but Purchaser is not thereby relieved of any
        duty to perform or any liability. Any assignee or delegate shall be bound by the terms
        of the contract in the same manner as Purchaser.
G-180   Modifications
        Waivers, modifications, or amendments of the terms of this contract must be in writing
        signed by Purchaser and the State.
G-190   Contract Complete
        This contract is the final expression of the Parties' agreement. There are no
        understandings, agreements, or representations, expressed or implied, which are not
        specified in this contract.
G-200   Notice
        Notices required to be given under the following clauses shall be in writing and shall be
        delivered to Purchaser's authorized agent or sent by certified mail to Purchaser's post
        office address:

             G-210 Violation of Contract
             G-220 State Suspends Operations

        All other notices required to be given under this contract shall be in writing and
        delivered to the authorized agent or mailed to the Party's post office address. Purchaser
        agrees to notify the State of any change of address.
G-210   Violation of Contract
             a. If Purchaser violates any provision of this contract, the Contract
                Administrator, by written notice, may suspend those operations in violation.
                If the violation is capable of being remedied, Purchaser has 30 days after
                receipt of a suspension notice to remedy the violation. If the violation cannot
                be remedied (such as a violation of WAC 240-15-015) or Purchaser fails to
                remedy the violation within 30 days after receipt of a suspension notice, the
                State may terminate the rights of Purchaser under this contract and collect
                damages.

             b. If the contract expires pursuant to clause G-030 or G-031 without Purchaser
                having performed all its duties under this contract, Purchaser's right to operate
                is terminated and Purchaser shall not have the right to remedy the breach.
                This provision shall not relieve Purchaser of any payment obligations.



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             c. The State has the right to remedy the breach in the absence of any indicated
                attempt by Purchaser or if Purchaser is unable, as determined by the State, to
                remedy the breach. Any expense incurred by the State shall be charged to
                Purchaser and shall be paid within 30 days of receipt of billing.

             d. If Purchaser's violation is a result of a failure to make a payment when due, in
                addition to a. and b. above, interest shall accrue on the unpaid balance at 12
                percent per annum, beginning the date payment was due.
G-220   State Suspends Operation
        The Contract Administrator may suspend any operation of Purchaser under this
        contract when the State is suffering, or there is a reasonable expectation the State will
        suffer environmental, monetary, or other damage if the operation is allowed to
        continue.

        Purchaser shall be in breach of this contract if the operation continues after the
        suspension notice or if the operation resumes without prior approval and notice from
        the Contract Administrator.

        Purchaser may request a modification of a suspension within 30 days of the start of
        suspension through the dispute resolution process in clause G-240. If this process
        results in a finding that the suspension exceeded the time reasonably necessary to stop
        or prevent damage to the State, Purchaser is entitled to request a contract term
        adjustment under clause G-040.

        If it reasonably appears that the damage that the State is suffering, or can reasonably be
        expected to suffer if the operation is allowed to continue, will prevent harvest for a
        period that will exceed 6 months, and Purchaser has complied with this contract, the
        provisions of clause G-066 shall govern just as if the harvest was prevented by an
        applicable foreign or domestic governmental regulation or order.
G-230   Unauthorized Activity
        Any cutting, removal, or damage of forest products by Purchaser, its employees,
        agents, or invitees, including independent contractors, in a manner inconsistent with the
        terms of this contract or State law, is unauthorized. Such activity may subject
        Purchaser to liability for triple the value of said forest products under RCW 79.02.320
        or RCW 79.02.300 and may result in prosecution under RCW 79.02.330 or other
        applicable statutes.
G-240   Dispute Resolution
        The following procedures apply in the event of a dispute regarding interpretation or
        administration of this contract and the parties agree that these procedures must be
        followed before a lawsuit can be initiated.

             a. In the event of a dispute, Purchaser must make a written request to the Region
                Manager for resolution prior to seeking other relief.



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             b. The Region Manager will issue a written decision on Purchaser's request
                within ten business days.

             c. Within ten business days of receipt of the Region Manager's decision,
                Purchaser may make a written request for resolution to the Deputy Supervisor
                - Uplands of the Department of Natural Resources.

             d. Unless otherwise agreed, a conference will be held by the Deputy Supervisor -
                Uplands within 30 calendar days of the receipt of Purchaser's request for
                review of the Region Manager's written decision. Purchaser and the Region
                Manager will have an opportunity to present their positions. The Deputy
                Supervisor - Uplands will issue a decision within a reasonable time of being
                presented with both Parties' positions.
G-250   Compliance with All Laws
        Purchaser shall comply with all applicable statutes, regulations and laws, including, but
        not limited to; chapter 27.53 RCW, chapter 68.50 RCW, and WAC 240-15. Failure to
        comply may result in forfeiture of this contract.
G-260   Venue
        This contract shall be governed by the laws of the State of Washington. In the event of
        a lawsuit involving this contract, venue shall be proper only in Thurston County
        Superior Court.
G-270   Equipment Left on State Land
        All equipment owned or in the possession of Purchaser, its employees, agents, or
        invitees, including independent contractors, shall be removed from the sale area and
        other State land by the termination date of this contract. Equipment remaining
        unclaimed on State land 60 days after the expiration of the contract period is subject to
        disposition as provided by law. Purchaser shall pay to the State all costs of moving,
        storing, and disposing of such equipment. The State shall not be responsible for any
        damages to or loss of the equipment or damage caused by the moving, storing or
        disposal of the equipment.
G-280   Operating Release
        An operating release is a written document, signed by the State and Purchaser,
        indicating that Purchaser has been relieved of certain rights or responsibilities with
        regard to the entire or a portion of the timber sales contract. Purchaser and State may
        agree to an operating release for this sale, or portion of this sale, prior to the contract
        expiration, when all contract requirements pertaining to the release area have been
        satisfactorily completed. Upon issuance of a release, Purchaser's right to cut and
        remove forest products on the released area will terminate.
G-310   Road Use Authorization
        Purchaser is authorized to use the following State roads and roads for which the State
        has acquired easements and road use permits; the 4100, 4200, 4208, 4208A, 4250, and



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        Spur A. The State may authorize in writing the use of other roads subject to fees,
        restrictions, and prior rights.
G-330   Pre-work Conference
        Purchaser shall arrange with the Contract Administrator to review this contract and to
        examine the sale area before beginning any operations. A plan of operations shall be
        developed and agreed upon by the Contract Administrator and Purchaser before
        beginning any operations. To the extent that the plan of operations is inconsistent with
        the contract, the terms of the contract shall prevail. State's acceptance and approval of
        Purchaser's plan of operations shall not be construed as any statement or warranty that
        the plan of operations is adequate for Purchaser's purposes or complies with applicable
        laws.
G-340   Preservation of Markers
        Any legal land subdivision survey corners and witness objects are to be preserved. If
        such are destroyed or disturbed, Purchaser shall have a licensed land surveyor re-
        establish them.
G-360   Road Use Reservation
        The State shall have the right to use, without charge, all existing roads and any road
        constructed or reconstructed on State lands by Purchaser under this contract. The State
        may extend such rights to others. If the State grants such rights to others, the State
        shall require performance or payment, as directed by the State, for their proportionate
        share of maintenance based on their use.
G-370   Blocking Roads
        Purchaser shall not block the 4200 road unless authority is granted in writing by the
        Contract Administrator.
G-380   Road Easement and Road Use Permit Requirements
        Purchaser agrees to comply with the terms and conditions of the attached:

        Road Easement Agreement between the State and the Weyerhaeuser Timber Co. dated
        1/31/1967. Expiration date is indefinite.
G-430   Open Fires
        Purchaser shall not set, or allow to be set by Purchaser's employees, agents, invitees
        and independent contractors, any open fire at any time of the year without first
        obtaining permission, in writing, from the Contract Administrator.
G-450   Encumbrances
        This contract and Purchaser's activities are subject to the following:

         Easement, including the terms and provisions thereof,
        For: ROAD
        In Favor of: WEYERHAEUSER CO.
        Disclosed by Application No.: 50-034209



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         Granted: 01/31/1967
         Expires: INDEFINITE

         Easement, including the terms and provisions thereof,
         For: ROAD USE
         In Favor of: MENASHA FOREST PRODUCTS CORP.
         Disclosed by Application No.: 50-086117
         Granted: 6/17/2010
         Expires: 9/30/2012

         Lease, including the terms and provisions thereof,
         For: OIL AND GAS
         In Favor of: Westport Energy, LLC
         Disclosed by Application No: 63-078482
         Granted: 02/01/2006
         Expires: 01/31/2012
Section P:    Payments and Securities
P-011    Initial Deposit
         Purchaser paid DATA MISSING initial deposit, which will be maintained pursuant to
         RCW 79.15.100(3). If the operating authority on this contract expires without
         Purchaser's payment of the full amount specified in Clause P-020, the initial deposit
         will be immediately forfeited to the State, and will be offset against Purchaser's
         remaining balance due. Any excess initial deposit funds not needed to ensure full
         payment of the contract price, or not needed to complete any remaining obligations of
         the Purchaser existing after contract expiration, will be refunded to the Purchaser.
P-020    Payment
         Purchaser agrees to pay the total, lump sum contract price of $54,874.00. The total
         contract price consists of a $0.00 contract bid price plus $54,874.00 in fees. Fees
         collected shall be retained by the state unless the contract is adjusted via the G-066
         clause. Purchaser shall be liable for the entire purchase price, and will not be entitled to
         any refunds or offsets unless expressly stated in this contract.

         THE PURCHASE PRICE SHALL NOT BE AFFECTED BY ANY FACTORS,
         INCLUDING: the amount of forest products actually present within the contract area,
         the actual acreage covered by the contract area, the amount or volume of forest
         products actually cut or removed by purchaser, whether it becomes physically
         impossible or uneconomic to remove the forest products, and whether the subject forest
         products have been lost or damaged by fire or any other cause. The only situations
         Purchaser may not be liable for the full purchase price are governed by clause G-066,
         concerning governmental regulatory actions taken during the term of the contract.
P-040    Guarantee of Payment
         Purchaser will pay for forest products prior to cutting or will guarantee payment by
         posting an approved payment security. The amount of cash or payment security shall



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        be determined by the State and shall equal or exceed the value of the cutting proposed
        by Purchaser.
P-050   Billing Procedure
        The State will compute and forward to Purchaser statements of charges provided for in
        the contract. Purchaser shall deliver payment to the State on or before the date shown
        on the billing statement.
P-080   Payment Account Refund
        Advance payments made under P-040 remaining on account above the value for the
        charges shall be returned to Purchaser within 30 days following the final report of
        charges. Refunds not made within the 30 day period will accrue interest at the interest
        rate, as established by WAC 332-100-030, computed on a daily basis until paid.
P-090   Performance Security
        Purchaser agrees to furnish, within 30 days of the confirmation date, security
        acceptable to the State in the amount of $100,000.00. The Security provided shall
        guarantee performance of all provisions of this contract and payment of any damages
        caused by operations under this contract or resulting from Purchaser's noncompliance
        with any rule or law. Acceptable performance security may be in the form of a
        performance bond, irrevocable letter of credit, cash, savings or certificate of deposit
        account assignments, and must name the State as the obligee or beneficiary. A letter of
        credit must comply with Title 62A RCW, Article 5. Performance security must remain
        in full force over the duration of the contract length. Surety bonds issued shall conform
        to the issuance and rating requirements in clause G-150. The State shall retain the
        performance security pursuant to RCW 79.15.100. Purchaser shall not operate unless
        the performance security has been accepted by the State. If at any time the State
        decides that the security document or amount has become unsatisfactory, Purchaser
        agrees to suspend operations and, within 30 days of notification, to replace the security
        with one acceptable to the State or to supplement the amount of the existing security.
P-100   Performance Security Reduction
        The State may reduce the performance security after an operating release has been
        issued if the State determines that adequate security exists for any remaining
        obligations of Purchaser.
Section H:   Harvesting Operations
H-035   Fall Trees Into Sale Area
        Trees shall be felled into the sale area unless otherwise approved by the Contract
        Administrator.
H-051   Branding and Painting
        Purchaser shall provide a State of Washington registered log brand, acceptable to the
        State, unless the State agrees to furnish the brand. All purchased timber shall be
        branded in a manner that meets the requirements of WAC 240-15-030(2)(a)(i). All
        timber purchased under a contract designated as export restricted shall also be painted
        in a manner that meets the requirements of WAC 240-15-030(2)(a)(ii).


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        For pulp loads purchased under a contract designated as export restricted, Purchaser
        shall brand at least 3 logs with legible brands at one end. Also, 10 logs shall be
        painted at one end with durable red paint.
H-110   Stump Height
        Trees shall be cut as close to the ground as practicable. Stump height shall not exceed
        12 inches in height measured on the uphill side, or 2 inches above the root collar,
        whichever is higher.
H-120   Harvesting Equipment
        Forest products sold under this contract shall be harvested using shovel and tracked
        skidder systems. unless authority to use other equipment is granted in writing by the
        State.
H-140   Special Harvest Requirements
        Purchaser shall accomplish the following during the harvest operations:

             Shovel logging will not be permitted on slopes over 35% unless authorized in
                writing by the Contract Administrator.

             Shovel logging shall only operate during dry soil conditions.

             A detailed felling and yarding plan shall be required prior to any harvest activities
                and approved in writing by the Contract Administrator.

             Any damage to any road due to harvest activity shall be repaired at Purchaser's
                expense.

             Yarding may be suspended at the discretion of the Contract Administrator when
                soil rutting exceeds four inches as measured from the natural ground line. If
                yarding is suspended, the Contract Administrator must be assured that future
                harvest operations will not potentially damage any public resource. To reduce
                soil damage, the Contract Administrator may require water bars to be
                constructed and grass seed to be placed on exposed soils.

        Permission to do otherwise must be granted in writing by the Contract Administrator.
H-190   Completion of Settings
        Operations begun on any setting of the sale area shall be completed before any
        operation begins on subsequent settings unless authorized in writing by the Contract
        Administrator.
H-220   Protection of Residual or Adjacent Trees
        Unless otherwise specified by this contract, the Contract Administrator shall identify
        damaged adjacent or leave trees that shall be paid for according to clause G-230.



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H-250    Fall Non-Merchantable Stems
         Within the sale area, all live stems of harwood species 6" in diameter or less, shall be
         felled . Areas of young or immature timber may be excluded from this requirement by
         the Contract Administrator.
Section C:    Construction and Maintenance
C-040    Road Plan
         Road construction and associated work provisions of the Road Plan for this sale, dated
         10/28/2009 are hereby made a part of this contract.
C-050    Purchaser Road Maintenance and Repair
         Purchaser shall perform work at their own cost on Spur A, 4208 and 4208A roads to
         maintain proper drainage and to keep the road surface smooth and crowned. Spur A
         shall meet the original construction specifications at contract termination. The 4208
         and 4208A roads shall be left in the condition that exists at the time the plan of
         operations is completed.
C-060    Designated Road Maintainer
         If required by the State, Purchaser shall perform maintenance and replacement work as
         directed by the Contract Administrator on the 4100, 4200 and the 4250 roads.
         Purchaser shall furnish a statement in a form satisfactory to the State showing the costs
         incurred while performing this work. Costs shall be based on the rates set forth in the
         State's current Equipment Rate Schedule on file at the region and Olympia offices. The
         State shall reimburse Purchaser for said costs within 30 days of receipt and approval of
         the statement.
C-080    Landing Locations Approved Prior to Construction
         Landings shall be marked by Purchaser and approved by the Contract Administrator
         prior to construction.
Section S:    Site Preparation and Protection
S-010    Fire Hazardous Conditions
         Purchaser agrees to use its best efforts to minimize the risk of fire.
S-030    Landing Debris Clean Up
         Landing debris shall be disposed of in a manner approved in writing by the Contract
         Administrator.
S-050    Cessation of Operations for Low Humidity
         During the "closed season", when the humidity is 30 percent or lower on the sale area,
         all operations must cease unless authority to continue is granted by the State in writing.
S-060    Pump Truck or Pump Trailer
         Purchaser shall provide a fully functional pump truck or pump trailer equipped to meet
         the specifications of WAC 332-24-005 and WAC 332-24-405 during the "closed



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        season" or as extended by the State and shall provide trained personnel to operate this
        equipment on the sale area during all operating periods.
S-130   Hazardous Materials
             a. Hazardous Materials and Waste - Regulatory Compliance

                 Purchaser is responsible for understanding and complying with all applicable
                 local, state, and federal hazardous material/waste laws and regulations for
                 operations conducted under this contract. Such regulations pertain to, but may
                 not be limited to, hazardous material storage, handling and transport,
                 personnel protection, release notification and emergency response, cleanup
                 and waste disposal. Purchaser shall be responsible for restoring the site in the
                 event of a spill.

             b. Hazardous Materials Spill Prevention

                 All operations shall be conducted in a manner that avoids the release of
                 hazardous materials, including petroleum products, into the environment
                 (water, air or land).

             c. Hazardous Materials Spill Containment, Control and Cleanup

                 If safe to do so, Purchaser shall take immediate action to contain and control
                 all hazardous material spills. Purchaser shall ensure that a spill kit is on site.
                 At a minimum, a quick response kit capable of absorbing 4 to 6 gallons of oil,
                 coolant, solvent or contaminated water shall be available on site. If large
                 quantities of bulk fuel/other hazardous materials are stored on site, Purchaser
                 must be able to effectively control a container leak and contain & recover a
                 hazmat spill equal to the largest single on site storage container volume.
                 (HAZWOPER reg. 29CFR 1910.120 (j) (1) (vii)).

             d. Hazardous Material Release Reporting

                 Releases of oil or hazardous materials to the environment must be reported
                 according to the State Department of Ecology. It is the responsibility of the
                 Purchaser to have all emergency contact information readily available and a
                 means of remote communication for purposes of quick notification. In the
                 event of a spill, the Purchaser is responsible for notifying the following:

                 Appropriate Department of Ecology regional office (contact information
                 below).
                 DNR Contract Administrator

                 DOE - Northwest Region:
                 1-425-649-7000
                 (Island, King, Kitsap, San Juan, Skagit, Snohomish, and Whatcom counties)



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                 DOE - Southwest Region:
                 1-360-407-6300
                 (Clallam, Clark, Cowlitz, Grays Harbor, Jefferson, Mason, Lewis, Pacific,
                 Pierce, Skamania, Thurston, and Wahkiakum counties)

                 DOE - Central Region:
                 1-509-575-2490
                 (Benton, Chelan, Douglas, Kittitas, Klickitat, Okanogan, and Yakima
                 counties)

                 DOE - Eastern Region:
                 1-509-329-3400
                 (Adams, Asotin, Columbia, Ferry, Franklin, Garfield, Grant, Lincoln, Pend
                 Oreille, Spokane, Stevens, Walla Walla, and Whitman counties)
S-131   Refuse Disposal
        As required by RCW 70.93, All Purchaser generated refuse shall be removed from state
        lands for proper disposal prior to termination of this contract. No refuse shall be
        burned, buried or abandoned on state forest lands. All refuse shall be transported in a
        manner such that it is in compliance with RCW 70.93 and all loads or loose materials
        shall be covered/secured such that these waste materials are properly contained during
        transport.
Section D:   Damages
D-013   Liquidated Damages or Failure to Perform
        The following clauses provide for payments by Purchaser to the State for breaches of
        the terms of this contract other than failure to perform. These payments are agreed to
        as liquidated damages and not as penalties. They are reasonable estimates of
        anticipated harm to the State, which will be caused by Purchaser's breach. These
        liquidated damages provisions are agreed to by the State and Purchaser with the
        understanding of the difficulty of proving loss and the inconvenience or infeasibility of
        obtaining an adequate remedy. These liquidated damages provisions provide greater
        certainty for the Purchaser by allowing the Purchaser to better assess its responsibilities
        under the contract.

        Clause P-020 governs Purchaser’s liability in the event Purchaser fails to perform any
        of the contract requirements other than the below liquidated damage clauses without
        written approval by the State. Purchaser’s failure to pay for all or part of the forest
        products sold in this contract prior to expiration of the contract term results in
        substantial injury to the State. Therefore, Purchaser agrees to pay the State the full
        lump sum contract price in P-020 in the event of failure to perform.
D-041   Reserve Tree Damage
             a. Reserve Trees are trees required and designated for retention within the sale
                boundary. Purchaser shall protect Reserve Trees from being cut, damaged, or
                removed during operations. Damage occurs to Reserve Trees when, as a result



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                 of Purchaser’s operations, the Contract Administrator determines one or more
                 of the following has occurred:

                 One or more trunk scars (exposing the cambium layer) which in total exceeds
                 100 square inches.

                 The live crown is reduced by 30 percent of original crown.

                 One third of the circumference of the root system is damaged such that the
                 cambium layer is exposed.

                 Removal of designated Reserve Trees from the sale area is unauthorized, and
                 may invoke the use of the G-230 clause. Purchaser is required to leave all
                 original, cut or damaged Reserve Trees on site.

             b. If in the course of Purchaser’s operations, the Contract Administrator
                determines that a Reserve Tree has been cut, damaged, or removed, the
                Purchaser shall provide a replacement Reserve Tree of like condition, size,
                and species within the sale area, as approved by the Contract Administrator to
                satisfy Reserve Tree requirements.

             c. If the Contract Administrator determines that suitable replacement for a
                Reserve Tree as described in section (b) of this clause is not possible, the
                Purchaser agrees to pay the State as Reserve Tree liquidated damages for each
                Reserve Tree not replaced at the rate of $1,000.00.



IN WITNESS WHEREOF, the Parties hereto have entered into this contract.

                                           STATE OF WASHINGTON
                                           DEPARTMENT OF NATURAL RESOURCES

        ______________________             ________________________
        Purchaser                          Eric Wisch
                                           Pacific Cascade Region Manager

        Date: ________________             Date:   _________________
        Address:




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                           CORPORATE ACKNOWLEDGEMENT

STATE OF         ____________________________)
                                             )
COUNTY OF        ____________________________)

On this _____________ day of _______________________, 20___, before me personally
appeared ________________________________________________
__________________________________________________ to me known to be the
____________________________________________________________ of the corporation
that executed the within and foregoing instrument and acknowledged said instrument to be the
free and voluntary act and deed of the corporation, for the uses and purposes therein mentioned,
and on oath stated that (he/she was) (they were) authorized to execute said instrument and that
the seal affixed is the corporate seal of said corporation.


IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and
year first above written.


                                                   ____________________________________
                                                   Notary Public in and for the State of

                                                   ____________________________________

                                                   My appointment expires _______________




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                                     Schedule L
                             HARVESTING SPECIFICATIONS

Within shovel logging areas, the shovel operator shall break up concentrations of logging debris
greater than 10 feet by 10 feet to allow exposure of natural forest soils to ensure proper
reforestation.




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                       FOREST EXCISE TAX -- ROAD SUMMARY SHEET

Region: PACIFIC CASCADE

Timber Sale Name:          TWIN FLATS TBS

Application Number:                30-085434


Excise Tax Applicable Activities


Construction:                       linear feet
Road to be constructed (optional and required) but not abandoned

Reconstruction:                     linear feet
Road to be reconstructed (optional and required) but not abandoned

Abandonment:                        linear feet
Abandonment of existing roads not reconstructed under the contract

Deactivation:                 linear feet
Road to be made undriveable but not officially abandoned.

Pre-Haul Maintenance:              3575              linear feet
Existing road to receive maintenance work (specifically required by the contract) prior to haul




Excise Tax Exempt Activities


Temporary Optional Construction:                    759       linear feet
Optional roads to be constructed and then abandoned

Temporary Optional Reconstruction:                            linear feet
Optional roads to be reconstructed and then abandoned

New Abandonment:                   759      linear feet
Abandonment of roads constructed or reconstructed under the contract




All parties must make their own assessment of the taxable or non-taxable status of any work performed under
the timber sale contact. The Department of Revenue bears responsibility for determining forest road excise
taxes. The Department of Natural Resources developed this form to help estimate the impact of forest excise
taxes. However, the information provided may not precisely calculate the actual amount of taxes due. The
Department of Revenue is available for consultation by calling 1.800.548.8829.

(Revised 7/04)
                                        PRE-CRUISE NARRATIVE
Sale Name: Twin Flats                                                 Region: Pacific Cascade
Agreement #: 30-085434                                                District: Green Mtn.
Contact                                                               Phone/
Forester: Jeremy Homer                                                Location: (250)-350-0093 Ext:                /
Alternate                                                             Phone/
Contact: Dave Sund                                                    Location: (360)-880-5802 Ext:                    /

Type of Sale: Lump Sum

UNIT ACREAGES AND METHOD OF DETERMINATION:
                                                                Deductions from Gross Acres
                                                                    (No harvest acres)

                                                                                                                               Acreage
Unit #
Harvest                                                    RMZ/                                 Other                       Determination
                                              Gross                    Leave     Existing       Acres            Net       (List method and
 R/W or
           Legal Description                 Proposal      WMZ          Tree      Road                         Harvest     error of closure if
  RMZ
  WMZ        Sec/Twp/Rng           Grant      Acres        Acres       Acres      Acres       (describe)        Acres         applicable)
1         Sec 36/ T 10N/ R 1 E    3         44            6           2         3                             33           GPS
2         Sec 36/ T 10N/ R 1 E    3         51            4           4         4                             39           GPS
TOTAL                                       95            10          6         7                             72
ACRES


HARVEST PLAN AND SPECIAL CONDITIONS:
Unit #     Harvest Prescription:                                      Special Management areas:           Other conditions (# leave
           (Mark leave, take, etc.)                                                                       trees, etc.)
                                                                                                          There are a total of 304 leave
           Clumped leave trees are marked with yellow “leave                                              trees. 264 leave trees are
           tree area” tags and pink flagging. Scattered leave trees                                       clumped and 40 leave trees are
1          are banded with blue paint with spot marks.                                                    scattered.
                                                                                                          There are a total of 378 leave
           Clumped leave trees are marked with yellow “leave                                              trees. 341 leave trees are
           tree area” tags and pink flagging. Scattered leave trees                                       clumped and 37 leave trees are
2          are banded with blue paint with spot marks.                                                    scattered.

OTHER PRE-CRUISE INFORMATION:
Unit #     Estimated Volume           Access information                                                 Photos, traverse maps required
                                      (Gates, locks, etc.)
                                      Take the S Toutle Rd to the 4100. Take a left on to the 4200.
1          1,492MBF                   unit 1 starts 1 mile up the 4200.
                                      From unit 1Turn on to the 4208 and go thru the Gate (pcp1)
2          1,604MBF                   unit 2 is on the other side of the RMZ.

REMARKS:


Prepared By: Jeremy Homer                     Title: State Lands Forester 1                 CC:
Date: September 24, 2009
                                                                                                      Revised 2/23/2007 (PSLD)
                                                     Cruise Narrative
 Sale Name:                 Twin Flats                              Region:                  Pacific Cascade
                                                                                             St. Helens
 App. #:                    30-85434                                District:

 Lead cruiser:              M. Brady                                Completion date:         12/17/2009

 Other cruisers on
                            M. Kirner, K. Bailey
 sale:

Unit acreage specifications:
 Unit #         Cruised             Cruised acres agree           If acres do not agree explain why.
                acres               with sale acres?
                                    Yes/No
 1              33                  yes
 2              39                  Yes
 Total          72                  yes

Unit cruise specifications:
 Unit #          Sample type          Expansion        Sighting       Grid size        Plot ratio               Total
                 (VP, FP,             factor           height         (Plot            (cruise:count)           number of
                 ITS,100%)            (BAF, full/      (4.5 ft,       spacing or                                plots
                                      half)            16 ft.)        % of area)
 1               VP                   46.94            4.5            300’ X 200’      1:1                      22
 2               VP                   40.0             4.5            300’ X 200’      1:1                      31

Sale/Cruise Description:
 Minor species cruise intensity:              As necessary

 Minimum cruise spec:                         40% 0f Form- Factor at 16 feet DOB or 5 inch Top.

 Avg ring count by sp:                        DF =     08                  WH =      N/A             SS =       N/A
                                              Clumped leave trees are tagged out with yellow “leave tree area” tags,
 Leave/take tree description:                 individual leave trees are painted in blue.

Field observations:
 Both units are similar in makeup. They are 90% DF with scattered RA, WH, and BM. The DF is average to good
 quality, with not much defect. Average DBH is around 18”. The stocking is uniform and there are few gaps in the
 units. The ground is all flat and all ground-based logging. The units were lightly thinned 10+ years ago. The sale
 is easily accessed by existing roads and will require little if any new road construction.

Grants: 03
                              M. Brady
 Prepared by:

 Title:                       NRS 1

 CC:                          Files




j:\forms\pre-sales\CRUISE-Narrative.doc                                                                        Revised: 2/17/2000
TC    PSPCSTGR                      Species, Sort Grade - Board Foot Volumes (Project)


                                                                Project:           TWINFLAT                                                        Page               1
 T10N R01E S36 Ty00U1                 33.00
                                                                                                                                                   Date        12/17/2009
 T10N R01E S36 Ty00U2                 39.00                     Acres                          72.00
                                                                                                                                                   Time        11:41:08AM

                    %                                                              Percent of Net Board Foot Volume                                Average Log           Logs
          S So Gr   Net      Bd. Ft. per Acre                     Total                     Log Scale Dia.                 Log Length         Ln    Dia   Bd     CF/     Per
Spp       T rt ad   BdFt    Def%        Gross        Net       Net MBF            4-7        8-11   12-15 16+     12-20   21-30 31-35 36-99   Ft In       Ft     Lf      /Acre

DF          D 2S     55      2.8        17,472      16,985                1,223                        66    34                  100          32 14       234     1.60         72.6
DF          D 3S     36        .7       11,000      10,926                 787      19         77       4            0       1    99          32    9      87     0.64     125.4
DF          D 4S        7    1.0         2,163       2,141                 154      95          5                   23      40    38          18    6      20     0.30     105.0
DF          RO 3S       2    6.9              343     320                   23                         39    61                  100          32 16       308     2.07          1.0

DF    Totals         89      2.0        30,978      30,372                2,187     14         28      39    20      2       3    95          27    9     100    0.84      303.9


BM          D 2S     59      5.3              185     175                   13                         52    48                  100          32 14       229     1.76           .8
BM          D 4S     41     22.6              155     120                    9      55         45                   10      27    63          28    6      32     0.51          3.7

BM    Totals          1     13.2              339     295                   21      22         18      31    29      4      11    85          29    7      66    0.75           4.5


RA          D 2S        1                      39      39                    3                100                                100          32    9      90     1.79           .4
RA          D 3S        7   17.7              221     182                   13                100                                100          32 10        93     1.00          2.0
RA          D 4S     92      6.1         2,539       2,383                 172      66         34                   13       8    79          23    6      36     0.43         66.3

RA    Totals          8      6.9         2,799       2,604                 188      60         40                   12       7    81          23    6      38    0.46          68.7


RC          D 3S     95      8.3              132     121                    9                 61      39           17      22    61          27 11       110     2.19          1.1
RC          D 4S        5   50.0               11          6                 0     100                             100                        18    5      10     0.40           .6

RC    Totals          0     11.7              144     127                    9          4      58      37           21      21    58          24    9      76    1.72           1.7


WH          D 2S     32     10.8              224     199                   14                         47    53                  100          32 15       245     1.89           .8
WH          D 3S     46      6.7              312     291                   21                100                                100          32 10       106     0.82          2.7
WH          D 4S     22                       133     133                   10     100                              32            68          25    6      35     0.34          3.8

WH       Totals       2      6.7              668     623                   45      21         47      15    17      7            93          28    8      84    0.73           7.4


GF          D 2S     97      8.8              246     225                   16                         15    85                  100          32 21       623     3.73           .4
GF          D 3S        3                       6          6                 0                100                  100                        14 11        50     0.94           .1

GF    Totals          1      8.6              252     231                   17                  3      15    83      3            97          28 19       480    3.37            .5


Totals                       2.6        35,181      34,252                2,466     17        29       35    19      3       3    94          26    8      89 0.79         386.6
TC PSTATS                                                  PROJECT STATISTICS                                                                PAGE          1
                                                            PROJECT                 TWINFLAT                                                 DATE        12/17/2009
TWP      RGE    SC    TRACT                        TYPE                                  ACRES                  PLOTS         TREES            CuFt         BdFt
10N      01E    36    TWIN FLATS                   00U1                                        72.00               55                  278         S          W
10N      01E    36    TWIN FLATS                   00U2

                                                                                              ESTIMATED                     PERCENT
                                                                   TREES                        TOTAL                        SAMPLE
                     PLOTS            TREES                       PER PLOT                      TREES                        TREES

 TOTAL                   55               278                           5.1
 CRUISE                  36               174                           4.8                     10,509                           1.7
 DBH COUNT
 REFOREST
 COUNT                   17                   87                        5.1
 BLANKS                      2
 100 %

                                                          STAND SUMMARY
                 SAMPLE              TREES           AVG           BOLE            REL          BASAL            GROSS              NET       GROSS          NET
                     TREES           /ACRE           DBH               LEN         DEN          AREA             BF/AC          BF/AC         CF/AC         CF/AC
 DOUG FIR                131            102.6             17.8               87     42.2              178.2        30,978        30,372         6,891         6,892
 R ALDER                     29          35.4             12.0               58         8.0            27.8         2,799           2,604          722          724
 WHEMLOCK                        5           3.6          16.5               83         1.3               5.3        668             623           153          154
 BL MAPLE                        4           3.1          14.5               47         0.9               3.6        339             295            96             96
 WR CEDAR                        4           1.1          23.0               37         0.7               3.2        144             127            68             68
 GRAND F                         1            .1          37.0              114         0.1                .9        252             231            44             45
 TOTAL                   174            146.0             16.6              78      53.8           219.0          35,181        34,252         7,975          7,977

 CONFIDENCE LIMITS OF THE SAMPLE
         68.1 TIMES OUT OF 100 THE VOLUME WILL BE WITHIN THE SAMPLE ERROR

 CL      68.1          COEFF                                       SAMPLE TREES - BF                                        # OF TREES REQ.              INF. POP.
 SD:      1.0          VAR.%           S.E.%                     LOW              AVG          HIGH                              5          10                       15
 DOUG FIR                49.8                4.4                   363             380            396
 R ALDER                 39.7                7.6                       78           84             91
 WHEMLOCK                81.3            40.4                      130             218            306
 BL MAPLE               113.2            64.7                          71          200            329
 WR CEDAR                                                          153             153            153
 GRAND F
 TOTAL                  73.0              5.6                      309             327            345                         213             53                     24

 CL      68.1          COEFF                                       SAMPLE TREES - CF                                        # OF TREES REQ.              INF. POP.
 SD:      1.0          VAR.%           S.E.%                     LOW              AVG          HIGH                              5          10                       15
 DOUG FIR                46.1                4.1                       82           85             89
 R ALDER                 46.0                8.9                       23           25             28
 WHEMLOCK                80.5            40.0                          33           54             76
 BL MAPLE               103.8            59.3                          25           60             96
 WR CEDAR                                                              82           82             82
 GRAND F
 TOTAL                  63.7              4.9                       72             76              79                         162             41                     18

 CL      68.1          COEFF                                       TREES/ACRE                                               # OF PLOTS REQ.              INF. POP.
 SD:      1.0          VAR.%           S.E.%                     LOW              AVG          HIGH                               5         10                       15
 DOUG FIR                59.5                8.0                       94          103            111
 R ALDER                191.1            25.8                          26           35             45
 WHEMLOCK               281.5            37.9                           2            4                5
 BL MAPLE               440.9            59.4                           1            3                5
 WR CEDAR               519.8            70.0                           0            1                2
 GRAND F                741.6            99.9                           0            0                0
 TOTAL                  38.0              5.1                      138             146            153                          58             14                        6

 CL      68.1          COEFF                                       BASAL AREA/ACRE                                          # OF PLOTS REQ.              INF. POP.
 SD:      1.0          VAR.%           S.E.%                     LOW              AVG          HIGH                               5         10                       15
 DOUG FIR                53.8                7.3                   165             178            191
 R ALDER                213.3            28.7                          20           28             36
 WHEMLOCK               266.4            35.9                           3            5                7
 BL MAPLE               360.4            48.5                           2            4                5
TC PSTATS                                       PROJECT STATISTICS                                        PAGE         2
                                                PROJECT         TWINFLAT                                  DATE       12/17/2009
TWP    RGE     SC   TRACT                TYPE                        ACRES         PLOTS     TREES          CuFt        BdFt
10N    01E     36   TWIN FLATS           00U1                           72.00         55            278          S        W
10N    01E     36   TWIN FLATS           00U2

 CL     68.1         COEFF                          BASAL AREA/ACRE                          # OF PLOTS REQ.            INF. POP.
 SD:   1.00          VAR.        S.E.%           LOW         AVG        HIGH                    5           10                   15

 WR CEDAR            523.6        70.5                  1        3             5
 GRAND F             741.6        99.9                  0        1             2
 TOTAL                33.4         4.5              209       219            229              45           11                    5

 CL    68.1          COEFF                          NET BF/ACRE                            # OF PLOTS REQ.           INF. POP.
 SD:    1.0          VAR.%       S.E.%           LOW         AVG        HIGH                     5         10                    15
 DOUG FIR             54.7         7.4            28,133    30,372       32,612
 R ALDER             211.9        28.5             1,861     2,604        3,348
 WHEMLOCK            300.3        40.5              371        623           876
 BL MAPLE            438.0        59.0              121        295           469
 WR CEDAR            537.4        72.4                 35      127           219
 GRAND F             741.6        99.9                  0      231           461
 TOTAL                39.3         5.3           32,437     34,252      36,068                62           15                    7

 CL    68.1          COEFF                          NET CUFT FT/ACRE                       # OF PLOTS REQ.           INF. POP.
 SD:    1.0          VAR.%       S.E.%           LOW         AVG        HIGH                     5         10                    15
 DOUG FIR             54.7         7.4             6,384     6,892        7,399
 R ALDER             209.7        28.2              519        724           928
 WHEMLOCK            297.0        40.0                 92      154           215
 BL MAPLE            381.0        51.3                 47       96           145
 WR CEDAR            569.9        76.8                 16       68           121
 GRAND F             741.6        99.9                  0       45            89
 TOTAL                37.2         5.0            7,577      7,977       8,378                55           14                    6

 CL    68.1          COEFF                          V BAR/ACRE                             # OF PLOTS REQ.           INF. POP.
 SD:    1.0          VAR.%       S.E.%           LOW         AVG        HIGH                     5         10                    15
 DOUG FIR                                           158        170           183
 R ALDER             191.7        25.8                 67       94           120
 WHEMLOCK            263.9        35.5                 70      118           166
 BL MAPLE            438.0        59.0                 34       82           131
 WR CEDAR            528.5        71.2                 11       40            69
 GRAND F             741.6        99.9                  0      257           514
 TOTAL                38.4         5.2              148       156            165              59           15                    7
T      TSPCSTGR                                       Species, Sort Grade - Board Foot Volumes (Type)                                                           Page             1
                                                                 Project:             TWINFLAT                                                                  Date         12/17/2009
                                                                                                                                                                Time         11:41:09AM

T10N R01E S36 T00U1                                                                                                                                       T10N R01E S36 T00U1
 Twp      Rge     Sec                      Tract                   Type           Acres                 Plots         Sample Trees             CuFt       BdFt
    10N             01E         36        TWIN FLATS               00U1                33.00              24                73                 S          W

                                 %                                                             Percent Net Board Foot Volume                               Average Log
                                                                                                                                                                                      Logs
           S So       Gr         Net          Bd. Ft. per Acre                Total                   Log Scale Dia.             Log Length               Ln Dia Bd           CF/       Per
 Spp       T                     BdFt      Def%      Gross        Net                                                                                     Ft In  Ft                   /Acre
               rt     ad                                                    Net MBF         4-7         8-11 12-15 16+      12-20     21-30 31-35 36-99                       Lf
                     d
DF             DM          2S        63      3.8    21,588       20,759               685                        56    44                    100           32 14        250    1.71       83.1
DF             DM          3S        30      1.4     9,758        9,618               317      20        80                       0      2    98           31    9       84    0.66    114.2
DF             DM          4S         5      1.0     1,864        1,846                61      95         5                      23     47    29           19    6       21    0.32       88.2
DF             RO          3S         2     10.8       475          424                14                             100                    100           32 17        330    2.34        1.3

DF        Totals                     88      3.1    33,685       32,646          1,077         11        24      36    29         1      3    95           28    9     114     0.95    286.8


RA             DM          2S         3                 86           86                 3               100                                  100           32    9       90    1.79        1.0
RA             DM          3S        10     18.3       300          245                 8               100                                  100           32 10         89    1.02        2.7
RA             DM          4S        87      8.2     2,381        2,185                72      43        57                       8     15    77           26    6       42    0.52       51.5

RA        Totals                      7      9.1     2,767        2,516                83      37        63                       7     13    80           26    7      46     0.58       55.2


BM             DM          2S        59      5.3       403          382                13                        52    48                    100           32 14        229    1.76        1.7
BM             DM          4S        41     22.6       337          261                 9      55        45                      10     27    63           28    6       32    0.51        8.1

BM        Totals                      2     13.2       741          643                21      22        18      31    29         4     11    85           29    7      66     0.75        9.8


RC             DM          3S        92      7.1       174          162                 5               100                                  100           32 11        130    2.47        1.2
RC             DM          4S         8     50.0        25           12                 0   100                               100                          18    5       10    0.40        1.2

RC        Totals                      0     12.5       199          174                 6         7      93                       7           93           25    8      70     1.72        2.5


WH             DM          2S        40                206          206                 7                       100                          100           32 14        230    1.63         .9
WH             DM          3S        45     13.4       272          236                 8               100                                  100           32    9       86    0.77        2.7
WH             DM          4S        15                 73           73                 2   100                                  25           75           28    5       27    0.31        2.7

WH         Totals                     1      6.6       551          515                17      14        46      40               3           97           30    8      81     0.72        6.3


GF             DM          2S        97      8.8       537          490                16                        15    85                    100           32 21        623    3.73         .8
GF             DM          3S         3                 13           13                 0               100                   100                          14 11         50    0.94         .3

GF        Totals                      1      8.6       550          503                17                 3      15    83         3           97           28 19       480     3.37        1.0


Type Totals                                  3.9     38,493      36,996          1,221         13        27      33    27         2      4    94           28    9     102     0.90    361.7
T      TSPCSTGR                                       Species, Sort Grade - Board Foot Volumes (Type)                                                          Page            1
                                                                 Project:             TWINFLAT                                                                 Date        12/17/2009
                                                                                                                                                               Time        11:41:09AM

T10N R01E S36 T00U2                                                                                                                                      T10N R01E S36 T00U2
 Twp      Rge     Sec                      Tract                   Type           Acres               Plots         Sample Trees              CuFt       BdFt
    10N             01E         36        TWIN FLATS               00U2                39.00            31                101                 S          W

                                 %                                                             Percent Net Board Foot Volume                              Average Log
                                                                                                                                                                                    Logs
           S So       Gr         Net          Bd. Ft. per Acre                Total                 Log Scale Dia.              Log Length               Ln Dia Bd          CF/       Per
 Spp       T                     BdFt      Def%      Gross        Net                                                                                    Ft In  Ft                  /Acre
               rt     ad                                                    Net MBF         4-7       8-11 12-15 16+       12-20     21-30 31-35 36-99                      Lf
                     d
DF             DM          2S        48      1.4    13,990       13,792               538                      78    22                     100           32 14       217    1.48       63.6
DF             DM          3S        42       .1    12,050       12,034               469      18      75       7                           100           32    9      89    0.63    134.8
DF             DM          4S         9      1.0     2,416        2,392                93      95       5                       23     35    43           17    5      20    0.29    119.2
DF             RO          3S         1                232          232                 9                     100                           100           32 15       280    1.70         .8

DF        Totals                     89       .8    28,688       28,449          1,110         16      32      41    11          2      3    95           26    8     89     0.75    318.4


RA             DM          3S         4     16.7       154          128                 5             100                                   100           32 10       100    0.97        1.3
RA             DM          4S        96      4.5     2,673        2,552               100      82      18                       17      3    80           21    6      32    0.36       78.8

RA        Totals                      8      5.2     2,826        2,679               105      78      22                       16      3    81           21    6     33     0.38       80.1


WH             DM          2S        27     18.8       239          194                 8                           100                     100           32 16       260    2.16         .7
WH             DM          3S        47      2.2       346          338                13             100                                   100           32 10       123    0.87        2.8
WH             DM          4S        26                183          183                 7   100                                 34           66           23    6      38    0.35        4.8

WH         Totals                     2      6.8       768          715                28      26      47            27          9           91           27    8     86     0.75        8.3


RC             DM          3S    100        10.2        97           87                 3                     100               43     57                 21 12        88    1.73        1.0

RC        Totals                      0     10.2        97           87                 3                     100               43     57                 21 12       88     1.73        1.0


Type Totals                                  1.4     32,378      31,931          1,245         21      32      37    10          3      3    94           25    8     78     0.69    407.8
TC TSTATS                                                                                                                                 PAGE        1
                                                                            STATISTICS
                                                                  PROJECT                TWINFLAT                                         DATE      12/17/2009
TWP      RGE        SECT             TRACT                        TYPE                 ACRES                 PLOTS         TREES            CuFt         BdFt
10N       01E        36              TWIN FLATS                   00U1                    33.00                 24                125       S            W

                                                                                         ESTIMATED                       PERCENT
                                                                TREES                    TOTAL                           SAMPLE
                     PLOTS               TREES                  PER PLOT                  TREES                          TREES

 TOTAL                     24                  125                    5.2
 CRUISE                    16                    73                   4.6                      4,757                             1.5
 DBH COUNT
 REFOREST
 COUNT                       8                   39                   4.9
 BLANKS
 100 %

                                                        STAND SUMMARY
                    SAMPLE              TREES         AVG         BOLE           REL       BASAL              GROSS              NET        GROSS            NET
                     TREES              /ACRE         DBH            LEN         DEN       AREA               BF/AC          BF/AC          CF/AC          CF/AC
 DOUG FIR                    48               99.6      18.9               86     44.6            193.6         33,685           32,646         7,557        7,559
 R ALDER                     16               33.4      13.5               54      9.0             33.2          2,767            2,516           838           838
 BL MAPLE                        4              6.8     14.5               47      2.1                 7.8        741              643            208           209
 WR CEDAR                        2              1.2     24.0               52      0.8                 3.9        199              174            107           107
 WHEMLOCK                        2              2.7     16.2               77      1.0                 3.9        551              515            138           138
 GRAND F                         1               .3     37.0              114      0.3                 2.0        550              503             97            97
 TOTAL                       73              144.2      17.6              76      58.2           244.5         38,493        36,996             8,946        8,948

 CONFIDENCE LIMITS OF THE SAMPLE
        68.1 TIMES OUT OF 100 THE VOLUME WILL BE WITHIN THE SAMPLE ERROR

 CL:     68.1 %           COEFF                                   SAMPLE TREES - BF                                      # OF TREES REQ.                INF. POP.
 SD:      1.0             VAR.%              S.E.%             LOW              AVG       HIGH                                5          10                         15
 DOUG FIR                  45.9                 6.8               419            450         480
 R ALDER                    40.4               10.4                  74           83             91
 BL MAPLE                  113.2               64.7                  71          200            329
 WR CEDAR
 WHEMLOCK                   81.2               76.1                  56          235            414
 GRAND F
 TOTAL                     82.7                9.9                328            364           400                         273               68                     30
 CL:     68.1 %           COEFF                                   SAMPLE TREES - CF                                      # OF TREES REQ.                INF. POP.
 SD:      1.0             VAR.%              S.E.%             LOW              AVG       HIGH                                5          10                         15
 DOUG FIR                  40.1                 5.9                  97          103         109
 R ALDER                    45.9               11.9                  25           28             32
 BL MAPLE                  103.8               59.3                  25           60             96
 WR CEDAR
 WHEMLOCK                   61.8               57.8                  25           59             94
 GRAND F
 TOTAL                     67.3                8.0                 80             87             94                        181               45                     20
 CL:     68.1   %         COEFF                                   TREES/ACRE                                             # OF PLOTS REQ.                INF. POP.
 SD:      1.0             VAR.%              S.E.%             LOW              AVG       HIGH                                 5         10                         15
 DOUG FIR                  52.9                11.0                  89          100         111
 R ALDER                   211.0               44.0                  19           33             48
 BL MAPLE                  284.6               59.3                   3            7             11
 WR CEDAR                  489.9              102.1                                1              3
 WHEMLOCK                  359.8               75.0                   1            3              5
 GRAND F                   489.9              102.1                                0              1
 TOTAL                     35.8                7.5                133            144           155                          53               13                       6
 CL:     68.1 %           COEFF                                   BASAL AREA/ACRE                                        # OF PLOTS REQ.                INF. POP.
 SD:      1.0             VAR.%              S.E.%             LOW              AVG       HIGH                                 5         10                         15
 DOUG FIR                  48.6                10.1               174            194         213
 R ALDER                   222.2               46.3                  18           33             49
 BL MAPLE                  228.4               47.6                   4            8             12
 WR CEDAR                  489.9              102.1                                4              8
TC TSTATS                                                                                                  PAGE        2
                                                            STATISTICS
                                                    PROJECT             TWINFLAT                           DATE      12/17/2009
TWP    RGE         SECT         TRACT               TYPE              ACRES         PLOTS     TREES          CuFt      BdFt
10N      01E        36          TWIN FLATS          00U1                 33.00         24            125     S         W

 CL:    68.1 %           COEFF                      BASAL AREA/ACRE                           # OF PLOTS REQ.            INF. POP.
 SD:     1.0             VAR.           S.E.%    LOW          AVG        HIGH                    5            10                  15

 WHEMLOCK                 338.8           70.6          1         4             7
 GRAND F                  489.9          102.1                    2             4
 TOTAL                    22.6            4.7       233        244            256              21                5                2
 CL:   68.1 %            COEFF                      NET BF/ACRE                             # OF PLOTS REQ.           INF. POP.
 SD:     1.0             VAR.%          S.E.%    LOW          AVG        HIGH                     5         10                    15
 DOUG FIR                 50.4            10.5    29,215     32,646       36,077
 R ALDER                  235.1           49.0     1,284      2,516        3,748
 BL MAPLE                 282.7           58.9      264         643        1,022
 WR CEDAR                 489.9          102.1                  174           352
 WHEMLOCK                 353.9           73.7      135         515           894
 GRAND F                  489.9          102.1                  503        1,016
 TOTAL                    32.1            6.7    34,521      36,996      39,471                43             11                  5
 CL:   68.1    %         COEFF                      NET CUFT FT/ACRE                        # OF PLOTS REQ.           INF. POP.
 SD:     1.0             VAR.%          S.E.%    LOW          AVG        HIGH                     5         10                    15
 DOUG FIR                 49.9            10.4     6,774      7,559        8,345
 R ALDER                  217.4           45.3      459         838        1,218
 BL MAPLE                 242.9           50.6      103         209           314
 WR CEDAR                 489.9          102.1                  107           217
 WHEMLOCK                 341.1           71.1         40       138           235
 GRAND F                  489.9          102.1                   97           196
 TOTAL                    26.9            5.6     8,447       8,948       9,449                30                8                3
 CL:   68.1 %            COEFF                      V-BAR/ACRE                              # OF PLOTS REQ.           INF. POP.
 SD:     1.0             VAR.%          S.E.%    LOW          AVG        HIGH                     5         10                    15
 DOUG FIR                                           151        169          186
 R ALDER                  233.2           48.6         39        76           113
 BL MAPLE                 282.7           58.9         34        82           131
 WR CEDAR                 489.9          102.1                   45            90
 WHEMLOCK                 353.9           73.7         35       132           229
 GRAND F                  489.9          102.1                  257           520
 TOTAL                   169.4           35.3       141        151            161            1,195           299              133
TC TSTATS                                                                                                                                      PAGE        1
                                                                            STATISTICS
                                                                  PROJECT                 TWINFLAT                                             DATE      12/17/2009
TWP      RGE        SECT             TRACT                        TYPE                  ACRES                 PLOTS           TREES              CuFt         BdFt
10N       01E        36              TWIN FLATS                   00U2                     39.00                 31                  153         S            W

                                                                                          ESTIMATED                         PERCENT
                                                                TREES                     TOTAL                             SAMPLE
                     PLOTS               TREES                  PER PLOT                   TREES                            TREES

 TOTAL                     31                  153                    4.9
 CRUISE                    20                  101                    5.1                       5,752                               1.8
 DBH COUNT
 REFOREST
 COUNT                       9                   48                   5.3
 BLANKS                      2
 100 %

                                                        STAND SUMMARY
                    SAMPLE              TREES         AVG         BOLE           REL        BASAL              GROSS                NET          GROSS            NET
                     TREES              /ACRE         DBH            LEN         DEN        AREA               BF/AC            BF/AC            CF/AC          CF/AC
 DOUG FIR                    83              105.1      17.0              87       40.1            165.2         28,688             28,449           6,327        6,327
 R ALDER                     13               37.1      10.7              61        7.1             23.2          2,826              2,679             625           627
 WHEMLOCK                        3              4.3     16.6              86        1.6                 6.5        768                715              167           167
 WR CEDAR                        2              1.0     21.9              22        0.6                 2.6            97                 87            35            35
 TOTAL                     101               147.5      15.7              80       49.9           197.4         32,378          31,931               7,154        7,156

 CONFIDENCE LIMITS OF THE SAMPLE
        68.1 TIMES OUT OF 100 THE VOLUME WILL BE WITHIN THE SAMPLE ERROR

 CL:     68.1 %           COEFF                                   SAMPLE TREES - BF                                         # OF TREES REQ.                  INF. POP.
 SD:      1.0             VAR.%              S.E.%             LOW              AVG        HIGH                                  5          10                           15
 DOUG FIR                  49.3                 5.4               322            341          359
 R ALDER                    40.4               12.2                  76            87             97
 WHEMLOCK                  101.7               70.3                  61           207            352
 WR CEDAR                   31.4               29.4                  64            90            116
 TOTAL                     59.8                6.0                283            301            319                           143                 36                     16
 CL:     68.1   %         COEFF                                   SAMPLE TREES - CF                                         # OF TREES REQ.                  INF. POP.
 SD:      1.0             VAR.%              S.E.%             LOW              AVG        HIGH                                  5          10                           15
 DOUG FIR                  46.1                 5.1                  72           76           79
 R ALDER                    40.0               12.0                  19            21             24
 WHEMLOCK                  109.4               75.7                  12            51             89
 WR CEDAR                   36.8               34.5                  24            37             49
 TOTAL                     55.8                5.6                 64             68              71                          124                 31                     14
 CL:     68.1   %         COEFF                                   TREES/ACRE                                                # OF PLOTS REQ.                  INF. POP.
 SD:      1.0             VAR.%              S.E.%             LOW              AVG        HIGH                                   5         10                           15
 DOUG FIR                  65.3                11.7                  93          105          117
 R ALDER                   178.3               32.0                  25            37             49
 WHEMLOCK                  242.6               43.5                   2             4              6
 WR CEDAR                  556.8               99.9                   0             1              2
 TOTAL                     40.2                7.2                137            147            158                            65                 16                       7
 CL:     68.1   %         COEFF                                   BASAL AREA/ACRE                                           # OF PLOTS REQ.                  INF. POP.
 SD:      1.0             VAR.%              S.E.%             LOW              AVG        HIGH                                   5         10                           15
 DOUG FIR                  56.9                10.2               148            165          182
 R ALDER                   182.1               32.7                  16            23             31
 WHEMLOCK                  231.8               41.6                   4             6              9
 WR CEDAR                  556.8               99.9                   0             3              5
 TOTAL                     37.3                6.7                184            197            211                            56                 14                       6
 CL:     68.1   %         COEFF                                   NET BF/ACRE                                               # OF PLOTS REQ.                  INF. POP.
 SD:      1.0             VAR.%              S.E.%             LOW              AVG        HIGH                                   5         10                           15
 DOUG FIR                  57.4                10.3             25,520         28,449       31,378
 R ALDER                   195.0               35.0              1,742          2,679        3,617
 WHEMLOCK                  271.8               48.8               367             715        1,064
 WR CEDAR                  556.8               99.9                   0            87            173
 TOTAL                     43.4                7.8             29,443          31,931      34,418                              75                 19                       8
TC TSTATS                                                                                                PAGE       2
                                                          STATISTICS
                                                  PROJECT             TWINFLAT                           DATE     12/17/2009
TWP    RGE       SECT         TRACT               TYPE              ACRES         PLOTS     TREES          CuFt     BdFt
10N      01E      36          TWIN FLATS          00U2                 39.00         31            153     S        W

 CL:    68.1 %         COEFF                      NET CUFT FT/ACRE                          # OF PLOTS REQ.           INF. POP.
 SD:     1.0           VAR.           S.E.%    LOW          AVG        HIGH                    5            10                 15

 CL:   68.1 %          COEFF                      NET CUFT FT/ACRE                        # OF PLOTS REQ.          INF. POP.
 SD:     1.0           VAR.%          S.E.%    LOW          AVG        HIGH                     5         10                   15
 DOUG FIR               56.9            10.2     5,681      6,327        6,973
 R ALDER                189.3           34.0      414         627           840
 WHEMLOCK               270.1           48.5         86       167           248
 WR CEDAR               556.8           99.9          0        35            70
 TOTAL                  41.4            7.4     6,624       7,156       7,688                69             17                  8
 CL:   68.1 %          COEFF                      V-BAR/ACRE                              # OF PLOTS REQ.          INF. POP.
 SD:     1.0           VAR.%          S.E.%    LOW          AVG        HIGH                     5         10                   15
 DOUG FIR                                         155        172          190
 R ALDER                164.8           29.6         75       115           156
 WHEMLOCK               219.6           39.4         57       111           165
 WR CEDAR               556.8           99.9          0        34            67
 TOTAL                 134.9           24.2       149        162            174             726            182                 81
           TC   PSPCTLTCM            Species Summary - Trees, Logs, Tons, CCF, MBF

    T10N R01E S36 Ty00U1            33.0                        Project       TWINFLAT                           Page No           1
    T10N R01E S36 Ty00U2            39.0                        Acres             72.00                          Date:       12/17/2009
                                                                                                                 Time        11:41:10AM

                            Total          Total        Total             Net Cubic Ft/     CF/      Total CCF                Total MBF
                S

Species         T           Trees          Logs         Tons         Tree           Log     LF      Gross     Net          Gross          Net
DOUG FIR                      7,385          22,089      14,141           67.19     22.46    0.83    4,962    4,962           2,230       2,187
R ALDER                       2,552           4,944       1,430           20.42     10.54    0.46      520        521           202         188
WHEMLOCK                        258               532       353           42.96     20.79    0.74      110        111              48           45
BL MAPLE                        226               322       182           30.49     21.40    0.74       69         69              24           21
GRAND F                              9             35                   371.08      92.77    3.31       32         32              18           17
WR CEDAR                            79            121       115           61.77     40.71    1.72       49         49              10            9

           Totals            10,509          28,043      16,222           54.66     20.48    0.78    5,742       5,744        2,533       2,466




                            Total           Total       Total             Net Cubic Ft/     CF/      Total CCF                Total MBF
      Wood Type
          Species           Trees           Logs        Tons         Tree           Log     LF      Gross     Net          Gross          Net
C                             7,731           22,777       14,609         66.66     22.63    0.84     5,153      5,154       2,307         2,257
H                             2,778            5,266        1,613         21.24     11.20    0.48      589        590         226           209

           Totals            10,509          28,043        16,222         54.66     20.48    0.78    5,742       5,744      2,533         2,466
                                                                                                      q
                                     TWIN FLATS
                                      ROAD PLAN MAP




                                                                                   LEGEND
                                                                         Unit Boundary
                                                                         Existing Road
                    UNIT 1                                               Pre-haul Maintenance
                              7+59                                       Optional Construction
                                                                         Landing
                                                                         Culvert
                                                                         Gate

                                                                             0 105 210       420
                  rA




                                                                                               Feet
                 Sp u




                                                     10+60




0+00 of
Spur A =
0.8 mile
of 4200


                                                                UNIT 2
                                           08 A




      0+00 of
      4208 =
                                           42
                        420




      0.9 mile                                          11+40
      of 4200
                                                                    4208
                         0




                                                                                                      25+15

                                           0+00 of
                                           4208A =
                                           9+50 of
                                           4208
                                       STATE OF WASHINGTON
                                 DEPARTMENT OF NATURAL RESOURCES
                                      PACIFIC CASCADE REGION

                                              TWIN FLATS TBS
                                                   ROAD PLAN

                                             ST. HELENS DISTRICT

AGREEMENT NO.: 30-085434                                                    LEAD FORESTER: Jeremy Homer

DATE: 10/28/2009                                                            STAFF ENGINEER: Matt Comisky

                                                      DRAWN & COMPILED BY: Dave Sund & Matt Comisky

                                   SECTION 0 – SCOPE OF PROJECT
This project includes, but is not limited to new construction including:

        clearing;
        grubbing;
        right-of-way debris disposal;
        excavation and/or embankment to subgrade;
        landing construction;
        acquisition and installation of drainage structures;
        acquisition, manufacture, and application of rock;
        grass seeding.

This project also includes but is not limited to pre-haul maintenance including:

    Road            Station (s)               Requirements
    4208            0+00 to 25+15             Clean Culverts, catchbasins, and outlets; 11+40 Install
                                              Corrugated Plastic Pipe; 5+00 to 25+15 Remove brush per
                                              Clause 4.3-1; Grade, shape, compact existing surface.
    4208A           0+00 to 10+60             Clean Culverts; Remove brush; Grade, shape, compact existing
                                              surface.

This project also includes but is not limited to light abandonment.

                                   SECTION 1 - GENERAL CLAUSES
1.1-1
     Clauses in this plan apply to all construction, pre-haul maintenance and abandonment including landings
     unless otherwise noted.




Twin Flats                     30-085434                       10/28/2009                       Page 1 of 20
1.1-2
     Pre-haul maintenance of the following roads is required. All roads shall be pre-haul maintained on the
     State's location and in accordance with this Road Plan.

                          Road                      Stations                       Type
                          4208                   0+00 to 25+15             Pre-Haul Maintenance
                         4208A                   0+00 to 10+60             Pre-Haul Maintenance

1.1-3
     Construction of the following roads is not required. Roads used by the Purchaser shall be constructed on
     the State's location and in accordance with this Road Plan.

                          Road                      Stations                       Type
                         Spur A                   0+00 to 7+59                  Construction

1.1-4
     If the Purchaser desires a road location or design change, a revised Road Plan shall be submitted to the
     State for consideration.

1.1-5
     On this plan quantities are minimum acceptable values. Additional quantities required by the State because
     of hidden conditions or Purchaser's choice of construction season or techniques shall be at the Purchaser's
     expense. Hidden conditions include, but are not limited to: solid subsurface rock, subsurface springs,
     saturated ground, and unstable soil.

1.1-7
     Hauling of forest products or equipment may require a county road hauling permit. Purchaser is
     responsible for obtaining a permit, and any costs associated with extra maintenance or repair levied by a
     county.

1.1-10
     Abandonment of the following roads is required. All roads shall be abandoned in accordance with this
     Road Plan.

                 Road                            Stations                                Type
                Spur A                         0+00 to 7+59                              Light

1.2-1
     The construction, abandonment and/or pre-haul maintenance of any roads specified herein shall not be
     permitted between September 30 and May 1 unless authority to do so is granted, in writing, by the Contract
     Administrator.

1.2-2
     Purchaser shall not use roads constructed or pre-haul maintained under this Road Plan for hauling, other
     than timber cut on the right-of-way, without written approval from the Contract Administrator.




Twin Flats                       30-085434                  10/28/2009                            Page 2 of 20
1.2-6
     Pioneering shall not extend past construction that will be completed during the current construction season.
     Drainage shall be provided on all uncompleted construction as approved, in writing, by the Contract
     Administrator.

     Clearing and grubbing shall be completed prior to starting excavation and embankment.

     Culverts shall be installed in completed subgrade as construction progresses.

     Subgrade, ditches, and culvert installations shall be completed and are subject to written approval by the
     Contract Administrator prior to rock application, subgrade compaction, and/or timber haul.

1.3-2
     Hauling shall be suspended when wheel track rutting exceeds 6 inches unless authority to continue hauling
     is granted, in writing, by the Contract Administrator.

1.3-6
     At road approaches to county roads and state highways; any mud, dirt, rock or other material tracked or
     spilled on the asphalt surface shall be removed immediately by the Purchaser.

1.4-3
     Reference points (R.P.'s) that are moved or damaged at any time during construction shall be reset in their
     original locations by the Purchaser. Excavation and embankment shall not proceed on road segments
     controlled by said R.P.'s until all moved or damaged R.P.'s are reset.

1.5-1
     Maintenance on roads listed in Contract Clauses C-50 (Purchaser Road Maintenance and Repair) and C-60
     (Designated Road Maintainer) shall be performed in accordance with Forest Access Road Maintenance
     Specifications.

1.5-2
     Roads shall be maintained in a condition that will allow the passage of light administrative vehicles.

1.5-3
     Snowplowing will be permitted only after execution of a “Snow Plowing Agreement”, which is available
     from the Contract Administrator upon request.

                                          SECTION 2 - CLEARING
2.1-1
     Fell all vegetative material larger than 2 inches DBH or over 5 feet high between the marked right-of-way
     boundaries or if not marked in the field, between clearing limits specified on TYPICAL SECTION
     SHEET.

2.1-3
     Right-of-way timber shall not be decked within the grubbing limits or in locations that interfere with the
     construction of the road prism or impede drainage.




Twin Flats                    30-085434                      10/28/2009                            Page 3 of 20
                                          SECTION 3 - GRUBBING
3-1
      All stumps shall be removed that fall between grubbing limits shown on the TYPICAL SECTION SHEET.
      Those outside the grubbing limits but with undercut roots shall also be removed.

3-2
      Grubbing limits are defined as the entire area between the external limits shown on the TYPICAL
      SECTION SHEET.

3-5
      Organic material shall be excluded from the road subgrade width as shown in TYPICAL SECTION
      SHEET.

                        SECTION 4 - DEBRIS DISPOSAL AND REMOVAL
4.1-1
     Right-of-way debris is defined as all nonmerchantable vegetative material larger than one cubic foot in
     volume within the grubbing limits.

4.1-2
     All right-of-way debris disposal shall be completed prior to the application of rock and/or timber haul.

4.2.3-1
     Right-of-way debris shall be scattered outside the grubbing limits of the road.

4.2.3-2
     Right-of-way debris shall not be placed against standing timber.

4.2.3-3
     Unsplit stumps shall be positioned upright, with root wads in contact with the forest floor.

4.3-1
     Vegetative material including limbs up to 3 inches in diameter shall be cut and removed to 10 feet beyond
     the back of the ditch and 10 feet beyond the outer edge of the subgrade and to a height of 14 feet above the
     road surface as shown on the BRUSHING SECTION DETAIL. Vegetative material shall be cut as near
     flush with the ground as possible, but shall not extend more than 3 inches above the ground.

                                        Road                       Stations
                                        4208                    5+00 to 25+15
                                       4208A                    0+00 to 10+60

                                       SECTION 5 - EXCAVATION
5.1-1
     Roads shall be constructed or reconstructed in accordance with dimensions shown on the TYPICAL
     SECTION SHEET.

5.1-2
     Purchaser shall not bury merchantable material.
Twin Flats                    30-085434                      10/28/2009                             Page 4 of 20
5.1-3
     Road grade and alignment shall conform to the State’s marked location. Grade and alignment shall have
     smooth continuity, without abrupt changes in direction.

     Construction limitations are as follows:

                       Favorable Grade                Adverse Road Grade             Minimum Curve Radius
                            18%                              12%                           60 feet

     Changes in road grade shall not exceed 6% within 100 feet. Adverse grades on curves shall not exceed
     10% of the curve radius. Favorable grades through switchbacks shall not exceed 12%. Transition grades
     entering and leaving switchbacks shall not exceed a 5% grade change.

     A switchback is defined as a curved segment of road between a beginning and end of the same curve,
     where the change of traffic travel direction is greater than 90 degrees.

     Transition grades required to meet switchback grade limitations shall be constructed on the tangents
     preceding and departing from the switchbacks.

5.1-4
     Curve widening, where required, shall be added to the inside of curves. Minimum extra widening on the
     inside of curves shall be:

             5 feet extra              80 to 100 foot radius curve
             7 feet extra              60 to 80 foot radius curve

5.1-7
     Roads shall be constructed to the dimensions shown on the TYPICAL SECTION SHEET, within the
     tolerance listed below. Tolerance classes for each road are listed on the TYPICAL SECTION SHEET.

             Tolerance Class                            A        B        C
             Road Width (feet)                        +1.5     +1.5     +2.0
             Subgrade elevation (feet +/-)             0.5      1.0      2.0
             Centerline alignment (feet lt./rt.)       1.0      1.5      3.0

5.1-8
     Excavation slopes shall be constructed no steeper than shown on the following table:

              Material Type                                                 Excavation Slope Ratio
              Common Earth (on side slopes of 55%) ........................ 1:1
              Common Earth (55% to 70% sideslopes) ..................... ¾:1
              Common Earth (on slopes over 70%) ........................... ½:1
              Fractured or loose rock.................................................. ½:1
              Hardpan or solid rock .................................................... ¼:1

5.1-9
     Excavation and embankment slopes shall be constructed to a uniform line and left rough for easier
     revegetation.


Twin Flats                         30-085434                           10/28/2009                           Page 5 of 20
5.1-10
     Embankments shall be widened as follows:

                  Height at Centerline                                   Subgrade Widening
                   Less than 6 feet                                           2 feet
                     6 feet or over                                           4 feet

5.1-11
     Embankment slopes shall be constructed no steeper than shown on the following table:

             Material Type                                                   Embankment Slope Ratio
              Common Earth and Rounded Gravel ........................ 1½:1
              Angular Rock ............................................................ 1¼:1
              Sandy Soils .................................................................. 2:1

5.1-12
     Organic material shall be excluded from road subgrade as shown on the TYPICAL SECTION SHEET.

5.1-14
     Where side slopes exceed 45 percent, full bench construction shall be utilized for the entire subgrade width.

5.1-18
     Turnarounds shall be no larger than 30 feet long and 30 feet wide. Location shall be subject to written
     approval of the Contract Administrator.

5.1.1-1
     Waste material shall not be deposited within 50 feet of a cross drain culvert installation.

5.1.1-2
     Waste material shall not be deposited within 100 feet of a live stream.

5.1.1-3
     Waste material may be deposited adjacent to the road prism on side slopes up to 45 percent if the waste
     material is compacted and more than 100 feet away from live streams. On side slopes of 45 percent or
     more, all excavation shall be end hauled or pushed to designated embankment sites.
5.1.1-5
     When constructing landings, waste material shall not be placed on side slopes steeper than 45%.

5.1.1-8
     The amount of material to be contained in a waste area shall be at the discretion of the Contract
     Administrator.

5.2-1
     Road pioneering operations shall not undercut the final cut slope, deposit excavated material outside the
     grubbing limits, or restrict drainage.

5.3-1
     All embankments shall be compacted. The minimum acceptable compaction is achieved by placing
     embankments in 2 foot or shallower lifts and routing excavation equipment over entire width of the lifts.


Twin Flats                         30-085434                           10/28/2009                     Page 6 of 20
5.4-1
     Silt-bearing runoff shall not be permitted to go into streams.

5.4-2
     Accomplish sediment removal through silt traps, silt fences, settling ponds, or other methods as approved,
     in writing, by the Contract Administrator.

5.4-3.1
     On the following roads, Purchaser shall furnish and evenly spread the seed mixture listed below on all
     exposed soil inside the grubbing limits at a rate of 40 pounds per acre. The date of application is subject to
     approval by the Contract Administrator.

     Mixture Percent by Weight                            Minimum Percent Germination
       50% Fescue, Red                                        90% Germination
       25% Ryegrass, Perennial                                90% Germination
       15% Bentgrass                                          85% Germination
       10% Clover, White and White                            90% Germination
       Dutch (inoculated)

     Weed seed shall not exceed 0.5% by weight.

     Seed shall be furnished in standard containers on which the following shall be shown:
     1. Common name of seed
     2. Net weight
     3. Percent of purity
     4. Percentage of germination
     5. Percentage of weed seed and inert material

     Required seed not spread by the termination of this contract shall become property of the State. The
     amount owed to the State shall be as follows, less the amount spread.

                                                             Seed Quantity
              Road                     Stations                  (lbs)                    Comments
              4208                  0+00 to 25+15                 25            Ditch Lines along cleaned areas
             4208A                  0+00 to 10+60                 12            Ditch Lines along cleaned areas

                                           SECTION 6 - DRAINAGE

6.2.1-1
     Purchaser shall furnish, install and maintain corrugated polyethylene pipe meeting AASHTO M-294, or
     ASTM F2648 specifications as designated on the CULVERT LIST. Culverts and flume lengths shall be
     varied to fit as-built conditions subject to written approval by the Contract Administrator.

6.2.1-2
     Manufacturer’s approved hinged split coupler bands shall be used on corrugated polyethylene pipe, bands
     shall have a minimum of 4 corrugations, 2 on each side of the pipe joint.

6.2.1-5
     On required roads: culverts, downspouts, flumes, bands, and gaskets as listed on the CULVERT LIST
     which are not installed shall become property of the State. Purchaser shall stockpile materials as directed
     by the Contract Administrator.
Twin Flats                     30-085434                      10/28/2009                            Page 7 of 20
6.2.1-6
     Metal, concrete, or plastic culverts and bands removed from the road bed as listed in the CULVERT LIST
     shall be removed from State land prior to termination of this contract.

6.2.2.1-1
     Culvert, downspout, flume, and energy dissipator installation shall be in accordance with CULVERT AND
     DRAINAGE SPECIFICATION and the Corrugated Polyethylene Pipe Association “Recommended
     Installation Practices for Corrugated Polyethylene Pipe and Fittings.”

6.2.2.2-1
     Any damaged galvanized coating or cut ends shall be retreated with a minimum of 2 coats of zinc rich
     paint.

6.2.2.3-1
     Cross drains and surface culverts on road grades in excess of 3% shall be skewed at least 30 degrees from
     perpendicular to the road centerline, except that cross drain culverts at the low points of dips in roads shall
     not be skewed.

6.2.2.3-2
     Cross drain culverts shall be installed at a slope steeper than the incoming ditch grade, but not less than 3%
     nor more than 10%.

6.2.2.5-1
     Drainage structure outfalls shall not terminate directly on unprotected soil that will erode. Downspouts,
     flumes, and energy dissipators shall be installed to prevent erosion.

6.3-1
    Ditches shall be constructed concurrently with construction of the subgrade. Ditches shall drain to culverts,
    ditchouts, and natural drainages.

6.3-2
    On the following roads, re-shaping, constructing, and cleaning the ditchline, culvert headwalls, and catch
    basins and outlets shall be completed prior to application of rock, surface rolling, and/or timber haul and
    shall be done in accordance with the TYPICAL SECTION SHEET and CULVERT AND DRAINAGE
    SPECIFICATION DETAIL.

                                    Road                                  Stations
                                    4208                               0+00 to 25+15
                                   4208A                               0+00 to 10+60

6.4-1
    Catch basins shall be constructed to resist erosion in accordance with CULVERT AND DRAINAGE
    SPECIFICATION DETAIL. Minimum dimensions: two feet wide and four feet long with backslopes
    consistent with Clause 5.1-8: Excavation Slopes.

6.5-1
    Headwalls shall be constructed in accordance with CULVERT AND DRAINAGE SPECIFICATION
    DETAIL at all cross drain culverts except for temporary culverts.


Twin Flats                    30-085434                      10/28/2009                             Page 8 of 20
                                                     SECTION 7 - ROCK
                                            SUBSECTION 7.1 – ROCK: SOURCE

7.1-1
    Rock for construction and/or pre-haul maintenance under this contract may be obtained from a sources on
    State land as listed below at no charge to the Purchaser. Development and use shall be in accordance with
    the attached written "Development Plan" prepared by the State. Upon completion of operations, the rock
    source shall be left in the condition specified in said plan, subject to approval by the Contract
    Administrator. Use of material from any other source must have prior written approval from the Contract
    Administrator. If other operators are using or desire to use this rock source, a joint operating plan shall be
    developed. All parties shall follow this plan. The Purchaser shall give the Contract Administrator 2 days
    notice prior to commencing any operations in the listed rock pits.

                                          Source                                         Location
                                         4250 Pit                                   Sec. 11-T9N-R2E

7.1-6
    Rock for construction under this contract may be obtained from any commercial source as approved in
    writing by the Contract Administrator.

                       SUBSECTION 7.2.1 – ROCK: MANUFACTURE - SPECIFICATIONS

7.2.1-1
     Purchaser shall manufacture 2 ½ INCH MINUS crushed rock from the 4250 Quarry in accordance with the
     quantities on the Rock List.

7.2.1-4
     LARGE JAW RUN ROCK and 2 ½ INCH MINUS crushed rock shall meet the following specifications for
     gradation when placed in hauling vehicles or during manufacture and placement into a stockpile. The exact
     point of evaluation for conformance to specifications will be determined by the Contract Administrator.

7.2.1.1-4
     2½ INCH MINUS CRUSHED ROCK

             % passing 2½” square sieve ............................................... 100%
             % passing 1¼” square sieve .......................................... 55 - 75%
             % passing ¼” square sieve ............................................ 20 - 45%
             Of the fraction passing ¼”sieve, 40% to 60% shall pass the No. 10 sieve

     All percentages are by weight.

7.2.1.1-8
     LARGE JAW-RUN ROCK

             % passing 6” square sieve .................................................. 100%
             % passing 3” square sieve ............................................... 45-65%




Twin Flats                          30-085434                             10/28/2009                  Page 9 of 20
7.2.1.2-1
     A minimum of 50% by weight of coarse aggregate shall have at least one fractured face. Coarse aggregate
     is the material retained on each specification sieve size ¼ inch and above, if that sieve retains more than 5%
     of the total sample.

7.2.2-1
     Rock crushing operations shall conform to the following specifications:

             The Purchaser shall provide a weatherproof field laboratory equipped with gradation testing
             equipment. This laboratory shall be available for use by the Contract Administrator during the entire
             crushing operation.

7.2.3-1
     Measurement of the LARGE JAW RUN rock shall be on a cubic yard truck measure basis. Each truck box
     shall be measured by the Contract Administrator prior to rock hauling. The Contract Administrator shall
     periodically require that a load be flattened off and its volume calculated. An average of such volumes for
     each truck shall be used to tally the volume to be hauled. The Purchaser shall provide and maintain load
     tally sheets for each truck and shall give them to the Contract Administrator upon request.

7.2.3-2
     Measurement of the 2½ INCH MINUS CRUSHED rock shall be accomplished with certified belt scales or
     State certified platform scales provided by the Purchaser.


7.3-1
    Rock stockpiles shall meet the following specifications:

             Before placing aggregates upon the stockpile site, the site shall be cleared of vegetation, trees,
             stumps, brush, rocks, or other debris and the ground leveled to a smooth, firm, uniform surface.

             The piles, when completed, shall be neat and regular in shape. The stockpile height shall be limited
             to a maximum of 24 feet. Stockpiles in excess of 200 cubic yards shall be built up in layers not more
             than 4 feet in depth. Stockpile layers shall be constructed by trucks, "clamshells" or other methods
             approved, in writing, by the Contract Administrator. Pushing aggregates into piles with a bulldozer
             shall not be permitted. Each layer shall be completed over the entire area of the pile before
             depositing aggregates in the next layer. The aggregate shall not be dumped so that any part of it runs
             down and over the lower layers in the stockpile. The method of dropping from a bucket or spout in
             one location so as to form a cone shaped pile will not be permitted.

             No equipment other than pneumatic tired equipment shall be used on stockpiles. Stockpiles of
             different types or sizes of aggregate shall be spaced far enough apart, or separated by suitable walls or
             partitions, to prevent the mixing of the aggregates.

             When removing materials from the face of the stockpile, the equipment shall be operated in such a
             manner as to face-load from the floor to the top of the stockpile.

7.4.2-1
     Apply at least the minimum required rock quantity as shown on the ROCK LIST. Required and optional
     rock shall meet the specifications on the ROCK LIST.


Twin Flats                       30-085434                      10/28/2009                            Page 10 of 20
7.4.2-4
     On the following road, if hauling shall take place only from May 1 to September 30, Purchaser may not be
     required to place or provide the optional rock in the ROCK LIST. Purchaser shall then be required to
     submit a written plan for approval by the Contract Administrator describing how these roads shall be
     constructed, used, and abandoned in compliance with all other clauses in the ROAD PLAN.

                                   Road                                    Stations
                                  Spur A                                 0+00 to 7+59

7.4.2-5
     Subgrade shall be approved, in writing, by the Contract Administrator prior to application of rock.

                       SUBSECTION 7.4.3 – ROCK: APPLICATION: COMPACTION

7.4.3-1
     Rock shall be graded, mixed, and compacted. Compaction shall be by smooth drum vibratory roller
     weighing at least 14,000 pounds. Four complete passes at a maximum speed of 3 mph shall be made on
     each lift.

                                   Road                                 Stations
                                   4208                              0+00 to 25+15
                                  4208A                              0+00 to 10+60

                      SECTION 9 - ROAD AND LANDING DEACTIVATION

9.2-1
    Purchaser shall reduce or relocate landing debris, in a manner approved, in writing, by the Contract
    Administrator, to avoid landing failures and potential debris slides.

9.2-2
    Purchaser shall provide for drainage of the landing surface as approved, in writing, by the Contract
    Administrator.

                    SECTION 10 - ROAD AND LANDING ABANDONMENT
10.1-1
    The following road shall be abandoned by the Purchaser prior to the termination of this
    Contract and according to the ROAD ABANDONMENT CROSS SECTIONS DETAIL.

                         Road                    Stations                        Type
                        Spur A                 0+00 to 7+59                      Light




Twin Flats                    30-085434                     10/28/2009                            Page 11 of 20
10.1-2
    Light Abandonment shall consist of:
       constructing non-drivable water bars in conformance with the attached NON-DRIVABLE WATER
       BAR DETAIL at a maximum spacing which will produce a vertical drop of no more than 10 feet
       between water bars or between natural drainage paths and with a maximum spacing of 100 feet
       skewing water bars at least 30 degrees from perpendicular to the road centerline on roads in excess of
       3% grade;
       keying water bars into ditchline;
       construction of spoils berm in conformance with the attached SPOILS BERM DETAIL;
       removing ditch cross drain culverts and leaving the resulting trench open;
       sloping all trench walls and approach embankments no steeper than 1.5:1;
       scatter woody debris onto abandoned road surfaces.

10.1-3A
    On the following roads, Purchaser shall construct spoils berms in accordance with the attached SPOILS
    BERM DETAIL.

                                         Road                   Station
                                        Spur A                   0+20




Twin Flats                  30-085434                     10/28/2009                          Page 12 of 20
                                          TYPICAL SECTION SHEET




    Road Number    From       To      Tolerance   Subgrade   Road          Ditch         Crown      Grubbing        Clearing
                  Station   Station     Class      Width     Width    Width     Depth   in. @ CL     Limits          Limits
                                                     S        R         W        D                 G1     G2       C1      C2



       4208       0+00      25+15        C           -       12’       3’        1’       4”       -       -      10’     10’
      4208A       0+00      10+60        C           -       12’       3’        1’       4”       -       -      10’     10’
      Spur A      0+00      7+59         C          15’      12’       3’        1’       4”       2’     2’       5’      5’




Twin Flats                      30-085434                          10/28/2009                                  Page 13 of 20
                                                           ROCK LIST
                                                               (Page 1 of 2)




                                                                 BALLAST

                                                   Compacted
                    From       To          Rock      Rock         C.Y./      # of      C.Y.          Rock                 Turnout
  Road Number      Station   Station       Slope     Depth       Station   Stations   Subtotal      Source       Length    Width    Taper
                                            K2        B2                                                           L        H          T

                                                                      Large Jaw Run              4250 Quarry
    Spur A*        0+00      7+59         1 ½:1      12”           63     7.59     478

Culvert Armor                                                                            1

                                                                                                 4250 Quarry
                                                                      2 ½” Inch Minus              Stockpile
Culvert Backfill                                                                     10




* Optional Rock                                                                                         BALLAST TOTAL 489 Cubic Yards


     If Purchaser elects to haul on optional rock roads in dry weather, the depth listed above is recommended but
     not required.




Twin Flats                             30-085434                           10/28/2009                                  Page 14 of 20
                                                        ROCK LIST
                                                        Page 2 of 2




                                                          SURFACE

                                                           Compacted
                          From            To      Rock       Rock       C.Y./      # of     C.Y.                 Rock
         Road Number     Station        Station   Slope      Depth     Station   Stations   Total               Source
                                                   K1         B1




     Stockpile                                                                              3,000            4250 Quarry




        *Optional Rock                                                                              SURFACE TOTAL 3,000 Cubic Yards


    If Purchaser elects to haul on optional rock roads in dry weather, the depth listed above is recommended but
    not required.




Twin Flats                         30-085434                       10/28/2009                                      Page 15 of 20
                                                                CULVERT LIST
   Road                    Culvert                Length (ft)                   Riprap (C.Y.)      Backfill   Placement   Const.
  Number     Location   Dia.   Gauge    Culvert    Downspt      Flume   Inlet      Outlet   Type   Material    Method     Staked      Remarks

                                 If
                                Steel


  4208       11+40      18”               30’                            .5          .5     LJR      CR         GL         No




                                                                                                        Key:

                                                                                                        SR - Shot Rock
                                                                                                        NT - Native (bank run)
                                                                                                        SL - Select Fill
                                                                                                        HL - Heavy Loose Riprap
                                                                                                        LL - Light Loose Riprap
                                                                                                        LJR - Large Jaw Run
                                                                                                        QS    - Quarry Spalls
                                                                                                        GL - Ground Lay
                                                                                                        Flume - Half round pipe




Twin Flats                              30-085434                                   10/28/2009                                     Page 16 of 20
                                CULVERT AND DRAINAGE SPECIFICATION DETAIL
                                                                                     (Page 1 of 2)

                                                                Normal Backslope




                                                                                 CATCH BASIN
                            Additional Cut
                            into Backslope to
                            Allow for Culvert
                                                                          CULVERT - Natural Lay

                                                                                            Subgrade
                                                                                                                               Fill Material



                                                           2'                                                                                                   Undisturbed Soil
                                                           Min.
                                                                               Lower Ditchline to
                                                                               Accomodate Diameter
                                                                               of Culvert




                                                                  CULVERT - With Flume or Downspout

                                                                  Subgrade                         Fill Material


                                                                                                                                    Bolted both sides with
                                                                                                                                    1/2" bolts and 2 washers
                                                                                                                                     per bolt.


                                                           Support at 10' intervals.
                                                                                                                                                      Energy Dissipator
                                                           Support material shall be at least
                                                           1" x 1/8" steel/iron with rust
                                                           protection coating.
                                                                                                                                                                                Undisturbed Soil




Proper preparation of foundation and placement of bedding material shall precede the installation of all culvert
pipes. This includes necessary leveling of the native trench bottom and compaction of required bedding material
to form a uniform dense unyielding base. The backfill material shall be placed so that the pipe is uniformly
supported along the barrel.

                                                                                                                                      ENERGY
                   HEADWALLS
                                                                                                                   2 Culvert                          Aggregate
                                         Subgrade                                                                  Diameters                               Filled
                 Headwall




         Ditch
                                   Culvert
                                                                                                                                               2 Culvert
                                                                                                                                               Diameters




                 Headwall




                                    Culvert




                                                                                                                         Level                                             Side Hill
                                   30 º Skew




        Headwalls to be constructed                                                                                Dissipator Specifications:
        of material that will resist                                                                               Depth: 1 culvert diameter
        erosion.                                                                                                   Aggregate: as specified in the
                                                                                                                   CULVERT LIST.

Twin Flats                                          30-085434                                          10/28/2009                                                                      Page 17 of 20
                      CULVERT AND DRAINAGE SPECIFICATION DETAIL
                                                       (Page 2 of 2)

                               POLYETHYLENE PIPE INSTALLATION

INSTALLATION REQUIREMENTS:

1.    Crushed stone, gravel, or compacted soil backfill material shall be used as the bedding and envelope
      material around the culvert. The aggregate size shall not exceed 1/6 pipe diameter or 4" diameter,
      whichever is smaller.
2.    The corrugated pipe shall be laid on grade, on a layer of bedding material as shown for the two types of
      installations. If native soil is used as the bedding and backfill material, it shall be well compacted in six
      inch layers under the haunches, around the sides and above the pipe to the recommended minimum height
      of cover.
3.    Either crushed aggregate or flexible (asphalt) pavement may be laid as part of the minimum cover
      requirements.
4.    Site conditions and availability of bedding materials often dictate the type of installation method used.
5.    The load bearing capability of flexible conduits is dependent on the type of backfill material used and the
      degree of compaction achieved. Crushed stone and gravel backfill materials typically reach a compaction
      level of 90-95% AASHTO standard density without compaction. When native soils are used as backfill
      material, a compaction level of 85% of that material is required. This minimum compaction can be
      achieved by either hand or mechanical tamping. Purchaser shall test the compaction level and bare all
      associated costs.




                                            MINIMUM DIMENSIONS
                                          Trench or Open Ditch Installation
                                 Nominal       Minimum       Minimum      Min. Trench
                                 Diameter      Thickness      Cover         Width
                                    D             B              C            W
                                    18"           6"            12"           36"
                                    24"           6"            12"           42"
                                    30"           6"            12"           48"
                                    36"           6"            12"           54"



Twin Flats                     30-085434                         10/28/2009                        Page 18 of 20
                                              STATE OF WASHINGTON
                                        DEPARTMENT OF NATURAL RESOURCES

                                                 FOREST ACCESS ROAD
                                             MAINTENANCE SPECIFICATIONS

1.   All roads CONSTRUCTED AND RECONSTRUCTED under this contract shall be maintained as described below
     up until approved in writing as per Road Plan Clause 1.2-2. Maintenance is required even during periods of
     inactivity.
     A. Cuts and Fills
          1.    Maintain slope lines as constructed. Remove slides from ditches and the roadway. Repair fill failures to 1 ½:1
                slopes with material approved by the Contract Administrator. Remove overhanging material from the top of cut
                slopes.
          2.    Waste material shall be deposited in locations approved by the Contract Administrator.
          3.    Undesirable slide materials and debris shall not be mixed into the surface material.
     B. Surface
          1.    Grade and shape the road surface, turnouts, and shoulders to maintain a smooth rut-free traveled surface and
                maintain surface water runoff in an even, unconcentrated manner.
          2.    Blading must not undercut the backslope at the bottom of the ditchline or cut geotextile at centerline.
          3.    Water may be needed to control dust and to retain fine surface rock.
          4.    Desirable surface material shall not be bladed off the roadway.
          5.    Replace surface material lost or worn away.
          6.    Remove berms except as directed by the State.
     C. Drainage
          1.    Keep ditches and culverts clear of obstructions and functioning as intended.
          2.    Inspect culverts at least monthly and during storms and periods of high runoff.
          3.    Add stable material at the outlet end of crossdrains as needed to prevent erosion.
          4.    Maintain headwalls to the road shoulder level with material that will resist erosion.
          5.    Install silt fences or take other preventative measures to prevent silt bearing surface runoff from getting into live
                streams.
     D. Structures
          1.     Repair bridges, culverts, cattleguards, fences, and other road structures to the condition required by the construction
                 specifications and/or to the condition that existed the date that the contract was signed.
     E.   Termination of Use or End of Season
          1.     Do maintenance work to minimize damage from the elements such as grading, ditching, culvert cleaning and
                 construction of water bars.
     F.   Debris
          1.    Remove fallen timber, limbs, and stumps from cut and fill slopes, ditches and roadway.
2)   All roads listed as being Purchaser Maintenance in Contract Clause C-50 shall be maintained for the entire term of
     the sale as described in 1 above with the exception that roads not listed in Road Plan Clauses 1.1-2 or 1.1-3 do not
     need to be maintained to a condition that exceeds the condition on the date the contract was signed. Maintenance is
     required even during periods of inactivity.
3)   All roads listed as being Designated Maintainer in Contract Clause C-60 shall be maintained as described in 1 above
     if directed by the Contract Administrator as per the terms described in Clause C-60.




Twin Flats                         30-085434                            10/28/2009                                    Page 19 of 20
                               BRUSHING DETAIL




             10‘                                     10‘




Twin Flats         30-085434            10/28/2009         Page 20 of 20
                                      STATE OF WASHINGTON
                                DEPARTMENT OF NATURAL RESOURCES
                                     PACIFIC CASCADE REGION

                                   4250/4254 PIT DEVELOPMENT PLAN

                                       SE1/4 Sec. 11, T09N, R02E, W.M.

1. Mining shall be in Area A. Development in any other area shall be approved in writing by the Contract
   Administrator.

2. All vegetation including stumps shall be cleared a minimum of 30 feet beyond the top of all working faces.
   Trees shall be cleared to a minimum of ¾ of the height of the tallest tree adjacent to the pit. The Contractor
   shall maintain a minimum of 25 foot wide stripped area from the pit face at all times.

3. Overburden shall be end hauled to the designated waste area and compacted. Minimal acceptable
   compaction is achieved by placing waste material in 2 foot or shallower lifts and routing excavation
   equipment over entire width of the lifts. Wasting in any other area shall be approved in writing by the
   Contract Administrator.

4. Root wads and organic debris larger than one cubic foot in volume shall be separated from overburden
   material and piled in the designated waste area.

5. Pit faces shall not exceed 30 feet in height and shall be sloped no steeper than ½:1. Faces with heights over
   20 feet shall be sloped at ¼:1.

6. Working bench width shall be a minimum of 20 feet.

7. The pit floor shall have continuity of slope be left in a smooth and neat condition. All knobs, bumps, or
   extrusions shall be removed to the designated floor level by excavation or drill and shoot techniques.

8. Oversize material remaining in the rock source at the conclusion of the timber sale shall not exceed 1
   percent of the total volume mined for the sale. Oversize material is defined as rock fragments larger than
   two feet in any dimension.

9. At the end of operations, pit faces and walls shall be scaled and cleared of loose and overhanging material,
   benches shall have safety berms constructed or access blocked to highway vehicles. Upon completion of
   operations in the pit, the area will be left in a condition that will not endanger public safety, damage
   property, or be hazardous to animal or human life.

10. All operations shall be carried out in compliance with all regulations of:
        a.     Regulations and Standards Applicable to Metal and Nonmetal Mining and Milling Operations
               (30 CFR) U.S. Department of Labor, Mine Safety and Health Administration.
        b.      “Safety Standards for Construction Work” (296-155 WAC), Washington Department of Labor
               and Industries.

11. The Purchaser shall submit an informational drilling and shooting plan to the Contract Administrator 5
    working days prior to any drilling (Form #M-126PAC).
                                  4250/4254 PIT DEVELOPMENT PLAN
                                                (continued)


12. At the completion of rock source operations, Purchaser shall ask Contract Administrator for written
    approval of final rock source condition and compliance with the terms of this plan.

13. The pit area shall be worked and left in a condition that future operations may proceed in an orderly manner.

14. Upon completion of operations, the site shall be cleared of all temporary structures, equipment and rubbish,
    and shall be left in a neat and presentable condition.

Date of completion: See Contract Completion Date
                                                          DEPARTMENT OF NATURAL RESOURCES
                                                          SUMMARY - Road Development Costs
                                                                  REGION: PACIFIC CASCADE
                                                                 DISTRICT: St. Helens


               SALE/PROJECT NAME:            Twin Flats                                        CONTRACT NUMBER:         30-085434


                                            LEGAL DESCRIPTION: Sect 36, T10N R01E



ROAD NUMBER:
                 Required:                                                                                            4208, 4208A
                 Optional:                    Spur A


ROAD STANDARD:                             Construction                       Reconstruction                     Pre-haul maintenance


NUMBER OF STATIONS:                            7.59                               0.00                                  35.75


SIDESLOPE:                                     15%                                 0%                                    10%



CLEARING AND GRUBBING:                        $909                                 $0


EXCAVATION AND FILL:                         $1,195                                $0


MISC. MAINTENANCE:                                                                                                      $1,772


ROCK TOTALS:
                 Required:                   $37,066                               $0                                    $127


                 Optional:                   $8,303                                $0                                     $0


                     Total:                  $45,368                               $0                                    $127


CULVERTS AND FLUMES:                           $0                                  $0                                    $510


STRUCTURES:                                    $0                                  $0                                     $0


GENERAL EXPENSES:                            $4,273                                $0                                    $289


MOBILIZATION:                                $2,300                                $0                                   $2,300



  TOTAL COSTS:                               $54,045                               $0                                   $4,998


  COST PER STATION:                             $7,121                             $0                                    $140


        ROAD DEACTIVATION AND ABANDONMENT COSTS:                  $2,347



NOTE: Profit and risk are included                                                              TOTAL (All Roads) =      $61,390
        in equipment rates used for this appraisal.                        TOTAL w/o Optional Rock (All Roads) =         $53,087
                                                                                            SALE VOLUME MBF =              2,466


                                                                                            TOTAL COST PER MBF =           $24.89
                                                                       TOTAL COST PER MBF w/o Optional Rock =             $21.53


        Compiled by:           Matt Comisky                           Date:      10/13/10


  Plans to be furnished by:
Sheet 1 of 4
                                                                                                                    PACIFIC CASCADE REGION - ROAD COST ESTIMATE - CONSTRUCTION
       SALE NAME: Twin Flats                         CONTRACT NUMBER: 30-085434                           Road No. Spur A                                                                                                                             Stations: 7.59                         Date:   10/13/10
I. CLEARING AND GRUBBING:                                                                                                                                       III. BALLAST AND SURFACING :
                   Flat Rate -          % Side      MBF/ac           Disposal        Production          Cost/             Width        Total        Sub
                                        Slope                         Factor           Factor           Station            Factor      Stations      Total                                                                  Required Rock
                Spur A                    15           35             1.00              2.66             $45               1.00         7.59            $909
                                                                      1.00              1.00             $45               1.00                            $0      Ballast source:                              UNIT COSTS           Ballast       Surfacing      Landing           Culvert          Riprap
                                                                      1.00              1.00             $45               1.00                            $0     Surface source: 4250 Quarry                   Drill & Shoot                       $2.75
                                                                                        1.00                                                               $0     Landing source                                Dig and load                        $1.00
                                                                                        1.00                                                               $0      Culvert source                               Crushing                            $4.00
                                                                                                                     Total Stations=     7.59                     Riprap source :                               Purchase                                          $14.00
                                                                                                                                                                Stockpile source:                               Haul *               $1.94          $1.94         $1.94              $1.94            $1.94
                                             Required Stations=                                             Required Clear and Grub Sub-total=                                                                  Spread                              $0.75
                                             Optional Stations=             7.59                            Optional Clear and Grub Sub-total=          $909        R.T. Miles =           0.5                  Compact
                                                                                                                     Clear and Grub TOTAL =             $909       Ave. Speed =             18                  Strip                               $1.00
II. EXCAVATION:                                                                                                                                                    Delay (Hrs.)=           0.2                  Reclamation
                         Flat Rate -    % Side     Exc. Type        Production          Cost/          Width               Total          Sub                      Cost / Hour =        $85.00                  Use tax              $0.08          $0.08       $0.08          $0.08                  $0.08
                                        Slope        Fact.            Factor           Station         Factor             Stations       Total                      CY / Load =             10                  TOTAL ($/cy)         $2.10         $12.36       $17.22         $2.10                  $2.10
                Spur A                    15          1.0              1.75             $90              1.00              7.59         $1,195                                                                                    * Haul Formula: (R.T.Miles/MPH+Delay)($/hr / Cy/load)
                                                      1.0              1.00             $90              1.00                             $0                           Item         Description Cubic Yards
                                                      1.0              1.00             $90              1.00                             $0                          Ballast                        0                 Ballast              0    Cu. yds @               $2.10   /cu. yd =                  $0
                                                                       1.00                                                               $0                         Surfacing     2 1/2" MINUS      0               Surfacing           3000    Cu. yds @              $12.36   /cu. yd =             $37,066
                                                                       1.00                                                               $0                         Landings                        0               Landings               0    Cu. yds @              $17.22   /cu. yd =                  $0
                                                                                                    Total Stations=        7.59                                      Culverts                        0                Culverts              0    Cu. yds @               $2.10   /cu. yd =                  $0
                                                                                                                                                                      Riprap                         0                 Riprap               0    Cu. yds @               $2.10   /cu. yd =                  $0
          *End Haul, Over Haul, Large Fills/Cuts                                      Estimated     No. of Equip.                        Sub                         Stockpile                       0               Stockpile              0    Cu. yds @              $12.36   /cu. yd =                  $0
                                                                                      Vol. (cy)          Days             Cost/day       Total
                                                            End Haul/ Over Haul                                                           $0                                        Total Rock=       0                                                                 Required Rock total =          $37,066
                                                                Large Fills/ Cuts                                                         $0
                                             Required Stations=                                                     Required Excavation Sub-total=                                                                          Optional Rock
                                             Optional Stations=              7.59                                   Optional Excavation Sub-total=    $1,195
                                                                                                                             Excavation TOTAL =       $1,195       Ballast source: 4250 Quarry                  UNIT COSTS           Ballast       Surfacing      Landing           Culvert          Riprap
                                                                                                                                                                  Surface source:                               Drill & Shoot        $2.50                                          $2.50
IV. CULVERTS AND FLUMES:                                                                                                                                          Landing source                                Dig and load         $1.00                                          $1.00
                                                        Required                                                                                                   Culvert source                               Crushing             $2.75
                                                                                                        Installed                                                 Riprap source :                               Purchase                            $13.00        $14.00
                         Description     Qty.        Gauge           Diameter        No/Length           Cost/ft          Sub-total                             Stockpile source:                               Haul *               $9.07          $9.07         $9.07              $9.07            $9.07
                                CPP                                    18                                $17.00             $0                                                                                  Spread               $1.25                                           $1.00
                                                                                                                            $0                                      R.T. Miles =          15.6                  Compact              $0.80
                                                                                                                            $0                                     Ave. Speed =             18                  Strip
                                                                                                                            $0                                     Delay (Hrs.)=           0.2                  Reclamation
                                                                                                                            $0                                     Cost / Hour =        $85.00                  Use tax              $0.00          $0.08       $0.08          $0.00                  $0.08
                                                                                                                            $0                                      CY / Load =             10                  TOTAL ($/cy)         $17.37        $23.84       $24.92        $13.57                  $9.80
                    Bands & Gaskets                                                                                         $0                                                                                                    * Haul Formula: (R.T.Miles/MPH+Delay)($/hr / Cy/load)
                                                                                      Required Culvert Subtotal =           $0                                         Item        Description    Cubic Yards
                                                                                                                                                                      Ballast      Light Loose       478               Ballast            478    Cu. yds @              $17.37   /cu. yd =              $8,303
                                                                                                                                                                     Surfacing                         0             Surfacing              0    Cu. yds @              $23.84   /cu. yd =                  $0
                                                        Optional                                                                                                     Landings                          0             Landings               0    Cu. yds @              $24.92   /cu. yd =                  $0
                                                                                                        Installed                                                    Culverts                                         Culverts              0    Cu. yds @              $13.57   /cu. yd =                  $0
                         Description     Qty.        Gauge           Diameter        No/Length           Cost/ft          Sub-total                                   Riprap                          0                Riprap               0    Cu. yds @               $9.80   /cu. yd =                  $0
                                CPP                                    18                                $17.00             $0                                       Stockpile                        0              Stockpile              0    Cu. yds @              $23.84   /cu. yd =                  $0
                                                                                                                            $0
                                                                                                                            $0                                                      Total Rock=      478                                                                 Optional Rock total =          $8,303
                                                                                                                            $0
                                                                                                                            $0
                                                                                                                            $0                                                                                                                                                    Rock Total=          $45,368
                    Bands & Gaskets                                                                                         $0
                                                                                       Optional Culvert Subtotal =          $0
                                                                                                    Culvert Total =         $0
V. STRUCTURES
           Description                  Type         Width            Length           Cost/ft.        Sub-total
                                                                                                         $0                                                                                                                                                            Required Construction=               $0
                                                                                                         $0                                                                                                                                                            Optional Construction=           $2,104
                                                                                                         $0                                                                                                                                                                   Required Rock=           $37,066
                                                                                                                                                                                                                                                                              Optional Rock=            $8,303
                                                                                                   Structure Total =              $0
                                                                                                                                                                                                                                                                          Required Sub-total=          $37,066
VI. GRASS SEEDING                                                                                                                                                                                                                                                          Optiona Sub-total=          $10,407
                 Required                                                              Optional                                                                                                                                                                                Sub-TOTAL =             $47,472
       Pounds          $/lb            Sub-total                      Pounds            $/lb           Sub-total                                                   VI. GENERAL EXPENSES:
                      $1.75              $0                                            $1.75             $0                                                                                                                                    Overhead & General Exp. Add            9%                $4,273
                                                                                            Grass Seeding Total =                 $0                               VII. MOBILIZATION:
                                                                                                                                                                                                           Total Mobilization =      $4,600          Mobilization sub-total =          $2,300
                                                                                    Sheet 2 of 4                                                                                                                                                                            SHEET TOTAL =              $54,045
                         PACIFIC CASCADE                REGION - ROAD COST ESTIMATE - PRE-HAUL MAINTENANCE

        SALE NAME: Twin Flats                                                                                                          CONTRACT NUMBER: 30-085434

                         Total stations Pre-Haul Maintenance =                     35.75

I. MISC. MAINTENANCE ITEMS:
                                                                                                                                      Cost/           Total             Sub
                                                                                                                                     Station         Stations           Total
                                                                                                  mechanical brushing ($/sta) =      $15.00           30.75                 $461
                                                                                                              hand brushing =                                                 $0
                                                                                                       ditch cleaning ($/sta) =      $31.00           30.75                 $953
                                                                                                       culvert cleanout (ea.) =                                               $0
                                                                                                              grading ($/sta) =       $5.50           35.75                 $197
                                                                                                          compacting ($/sta) =        $4.50           35.75                 $161
                                                                                                                                                                              $0
                                                                                                                                                                              $0
                                                                                                                                                                              $0
                                                                                                                                                                              $0

                                                                                                                                        Misc TOTAL =                      $1,772

III. BALLAST AND SURFACING :
       Ballast source:                                                                                         UNIT COSTS            Ballast        Surfacing          Riprap
       Surface source:                                                                                         Drill & Shoot         $2.50
       Riprap source : 4250 Quarry                                                                             Dig and load          $1.00            $1.25
                                                                                                               Crushing
                                                                                                               Purchase
                         Description         cu.yds/sta x stations = cubic yards                               Haul *                 $9.07           $9.07             $9.07
                        Ballast (LJR)                                                     1                    Spread                 $1.00           $1.00
      Ballast (2.5"-) (culv. backfill)                                                   10                    Compact
                       Quarry Spalls                                                                           Strip
                                                                                                               Reclamation
                                                                                                               Use tax                $0.00          $0.00             $0.00
              * Haul Formula: (R.T.Miles/MPH+Delay)($/hr / Cy/load)                                            TOTAL ($/cy)          $13.57          $11.32            $9.07

          R.T. Miles =         15.6
         Ave. Speed =            18                        Ballast (LJR)                 1 Cu. yds @                   $13.57 /cu. yd =                     $14
         Delay (Hrs.)=          0.2      Ballast (2.5"-) (culv. backfill)               10 Cu. yds @                   $11.32 /cu. yd =                    $113
         Cost / Hour =       $85.00                       Quarry Spalls                  0 Cu. yds @                    $9.07 /cu. yd =                      $0
          CY / Load =            10

                                                                                                                                                    Rock total =            $127

IV. CULVERTS AND FLUMES:                                                                                          Installed
                   Description              Qty.             Gauge          Diameter (in.) No/Length (ft)          Cost/ft           Sub-total
                          CPP                1                                  18             30                 $17.00              $510
                                                                                                                                       $0
                                                                                                                                       $0
                                                                                                                                       $0
                                                                                                                                       $0
                   Bands & Gaskets                                                                                                     $0


                                                                                                                                                  Culvert total =           $510

V. STRUCTURES
     Description         Type                                Width             Length             Cost/ft.        Sub-total
                                                                                                                    $0
                                                                                                                    $0
                                                                                                                    $0

                                                                                                                                                 Structure total =              $0

                                                                                                                                                                     Sub-TOTAL =     $2,409

VI. GENERAL EXPENSES:                                                                                                             Overhead & General Exp. Add           12%           $289

VII. MOBILIZATION:                                                                      Total Mobilization =       $4,600                Mobilization sub-total =         $2,300

                        Road No. 4208, 4208A
                        Standard: Pre-haul maintenance                                                                                                          SHEET TOTAL =        $4,998
                        Stations:     35.75
                    By: Matt Comisky                                                          Sheet 3 of 4                                                  Date:     10/13/10
                          PACIFIC CASCADE            REGION - ROAD COST ESTIMATE - ROAD CLOSURE

         SALE NAME: Twin Flats                                                                                  CONTRACT NUMBER: 30-085434

                                        Total stations Road Closure =             7.59

I. MISC. ROAD CLOSURE COSTS:

* Units are based on work type                                                                                  Cost/        Total          Sub
                                                                                                               Unit*         Units          Total
hours                                                                                      water barring =     $95.00         8.0               $760
hours (based on AARF rate for Cat D5 dozer)                                                       ripping =    $95.00         2.0               $190
hours (based on AARF rate for Cat 315 excavator and 10 yd. Dump truck)                   culvert removal =    $170.00         1.0               $170
hours                                                                                  sidecast pullback =     $95.00         0.0                  $0
acres (including seed and labor costs)                                                     grass seeding =    $154.00         0.5                 $77
hours (based on AARF rate for Cat 315 excavator)                                            spoils berms =     $95.00         1.0                 $95
                                                                                             Large CAT =      $145.00         0.0                  $0
                                                                                                                                                   $0
                                                                                                                                                   $0
                                                                                                                                                   $0
                                                                                                                                                   $0
                                                                                                                                                   $0
                                                                                                                                                   $0
                                                                                                                                                   $0

                                                                                                                 Misc TOTAL =                  $1,292




VI. GENERAL EXPENSES:                                                                     Overhead & General Exp. Add        12%                $155

VII. MOBILIZATION:                      Description $ per Move              # of Moves         Sub-total
                                        Excavator         450                  1                $450
 * These move in costs                       Dozer        450                  1                $450
  are separate since                         Grader       160                                    $0
  they will occur after
  logging is done




                                                                 Total Mobilization =          $900

                          Road No.    Spur A
                          Standard:   Road Closure                                                                      SHEET TOTAL =          $2,347
                          Stations:        7.59

                     By: Matt Comisky                                   Sheet 5 of 5                                               Date:   10/13/10
          PACIFIC CASCADE        REGION - ROAD COST ESTIMATE - MOBILIZATION



VII. MOBILIZATION Description                               #
                                                $ per Move of Moves Sub-total
                          Dump Trucks               100        3       $300
 * Move in costs          Grader                    150        1       $150
  are averaged over       Compactor                 450        1       $450
  all three sheets.       Excavator                 450        1       $450
                          Dozer (D8)                450        1       $450
                          Front end loader          450        1       $450
                          Rock crusher            $1,500       1      $1,500
                          Drill                    $450        1       $450
                          Dozer (D5)               $275        1       $275
                          Brusher                  $125        1       $125
                     Construction Mobilization sub-total =    $2,300
                    Reconstruction Mobilization sub-total =       $0
                         Pre-haul Mobilization sub-total =    $2,300
                                                 Total Mobilization = $4,600
                                                                                                                                                                                                                                                                                                  >




                                                                                                                                                     >




                                                                                                                                                                                                                                                                                    >
                Logging Plan MAP




                                                                                                                                         >
                                                                                                                                                                                                                                                                        >>
                    >
                SALE NAME:
                                         >         TWIN FLATS               >                          >>                                                                                                                           >                               REG IO N:               Pacific Cascade Region                                 >




                                                                                                                                                                                                                                                                     >
                                                   >
                                                   >
                AGREEMENT#:                        30-085434                                              >                                                                                                                                                         COUN TY ( S) :      >   COWLITZ            >
                TOWN SH IP ( S) :                  T10R01E                                                                                                                              >                                  >
                                                                                                                                                                                                                           >                                        E L E VAT I O N R G E : 719-1020




                                                 >
                                                                                                       >>                                                          >                                                                                                                                                                           >
                TR UST( S) :                       Common School and Indemnity(3)                    >




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                                      Riparian Mgt Zone                                                                       Temporary Construction                                                                                                                              Landings
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                                      Leave Trees                                                                             Required Pre-Haul Maintenance
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                ~ ~ ~ Sale Boundary Tags                                                                         k type breaks                                                                                                                                            !
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                                      Reprod
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                                                                                                                 !            Gates

                Prepared By: jhom490                                                                                                 Creation Date: 9/22/2009                                                                                                                 Modification Date: 2/4/2010

								
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