Hoko Revival Vrh Vdt Agreement No: 30-97366

TIMBER NOTICE OF SALE SALE NAME: HOKO REVIVAL VRH VDT AGREEMENT NO: 30-97366

AUCTION: November 14, 2018 starting at 10:00 a.m., COUNTY: Clallam Olympic Region Office, Forks, WA

SALE LOCATION: Sale located approximately 12 miles southwest of Clallam Bay, WA

PRODUCTS SOLD AND SALE AREA: All timber, except trees marked with a band of blue paint, bounded out be leave tree area tags, any downed red cedar or timber that has been on the ground for five years or more shall be left undisturbed and not yarded (five years is defined by more than 1.5 inches of sap rot); bounded by timber sale boundary tags, the S-1000 Road and the S-1400 Road in Unit 1; timber sale boundary tags and S-1000 Road in Unit 2; timber sale boundary tags and the S-1000 Road in Units 3, 4, 5 and 6; timber sale boundary tags, special management unit boundary tags and the S-1620 Road in Unit 9; timber sale boundary tags, special management unit boundary tags, S-1610 Road and the S-1610.2 Road in Unit 11.

Located on part(s) of Sections 36 all in Township 32 North, Range 14 West, Sections 18, 30 and 31 all in Township 32 North, Range 13 West, W.M., containing 358 acres, more or less.

CERTIFICATION: This sale is certified under the Sustainable Forestry Initiative® program Standard (cert no: PwC-SFIFM-513)

ESTIMATED SALE VOLUMES AND QUALITY:

Avg Ring Total Total MBF by Grade Species DBH Count MBF $/MBF 1P 2P 3P SM 1S 2S 3S 4S UT Hemlock 13.8 5 3,103 $106.00 483 1,833 705 82 Douglas fir 16 5 2,724 $216.00 665 1,524 447 88 Silver fir 19.5 184 $106.00 127 48 9 Red alder 11.1 71 $185.00 6 50 15 Red cedar 12.2 16 $560.00 14 2 Spruce 26.8 8 $106.00 7 1 Sale Total 6,106

MINIMUM BID: $106/MBF (est. value $959,000.00) BID METHOD: Sealed Bids

PERFORMANCE SECURITY: $100,000.00 SALE TYPE: MBF Scale

EXPIRATION DATE: October 31, 2020 ALLOCATION: Export Restricted

BIDDABLE SPECIES: Spruce, Silver fir, Hemlock combined

Page 1 of 2 11/8/2018

TIMBER NOTICE OF SALE

BID DEPOSIT: $95,900.00 or Bid Bond. Said deposit shall constitute an opening bid at the appraised price.

HARVEST METHOD: Uphill Cable - 53% and Downhill Cable - 3%. Ground based - 44%. No rubber tire skidders allowed unless rutting requirements can be met and a harvest plan is submitted and approved. 30' Equipment Limitation Zones on all typed streams.

ROADS: 746.80 stations of optional pre-haul maintenance.

ACREAGE DETERMINATION CRUISE METHOD: Sale acreage was 100% GPS'd. Sale units were cruised using a variable plot sample.

FEES: $103,802.00 is due on day of sale. $9.00 per MBF is due upon removal. These are in addition to the bid price.

SPECIAL REMARKS: There are locked gates on the Mary Clark Pit Access, LTSP Main and the CZ-1000 Roads - contact the Olympic Region Dispatch Center at 360-374-2811 to obtain a AA-1 key

Page 2 of 2 11/8/2018 TIMBER SALE MAP

SALE NAME: HOKO REVIVAL VRH VDT REGION: Olympic Region AGREEMENT #: 30-097366 COUNTY(S): CLALLAM TOWNSHIP(S): T32R13W, T32R14W ELEVATION RGE: 268'-1216' TRUST(S): Common School and Indemnity (3) and Agricultural School (4) 124°26'W 124°25.5'W 124°25'W

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Prepared By: jpag490 Modification Date: bsis490 8/21/2018 TIMBER SALE MAP

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Prepared By: jpag490 Modification Date: bsis490 9/11/2018 TIMBER SALE MAP

SALE NAME: HOKO REVIVAL VRH VDT REGION: Olympic Region AGREEMENT #: 30-097366 COUNTY(S): CLALLAM TOWNSHIP(S): T32R13W, T32R14W ELEVATION RGE: 268'-1216'

TRUST(S): Common School and Indemnity (3) and Agricultural School (4)

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Prepared By: jpag490 Modification Date: bsis490 9/11/2018 TIMBER SALE MAP

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~~~ Timber Sale Boundary Tags Existing Roads

77766 Special Mgmt Area ° Optional Pre-Haul Maintenance Skip Line ]% Stream Type SSS k SSS Skip Stream Type Break GGG GGG Gap " Survey Monument Riparian Mgt Zone Public Land Survey Sections

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Prepared By: jpag490 Modification Date: bsis490 9/11/2018 DRIVING MAP

SALE NAME: HOKO REVIVAL REGION: Olympic Region AGREEMENT#: 30-097366 C O U N T Y(S): CLALLAM TO W N S H IP(S): T32R13W, T32R14W ELEVATION RGE: 268'-1216' TRUST(S): Common School and Indemnity(3), Agricultural School(4)

9 )" SR 112 0.2 mi.

Clallam Bay ! CZ- 1000 !)" 6.8 mi. 3.1 mi. 10

!!) 11 ! )" ! SR 112 CP-2000 S-1000 1.5 mi. 4.9 mi. Unit 12 12 )"

13 «¬121 )"

S-1000 1.0 mi. S-1000 S-1000 0.1 mi. 0.4 mi. Unit 3 ! Unit 7 Unit 8 S-1000 Unit 2 1.0 mi. Unit 4 Units 3, 4, ! ! ! S-1600 S-1000 5, & 7 ! 0.7 mi. Unit 1 0.1 mi. ! ! ! Unit 9 ! S-1600 ! 0.2 mi. ! S-1620 ! ! ! Unit 8 & 9 0.3 mi. Unit 6 Unit 6 ! ! S-1620 ! ! S-1000 ! 0.1 mi. 0.6 mi. ! S-1610 ! 0.1 mi. Unit 10 & 11 S-1610 ! 0.2 mi. Unit 10

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Unit 1: From Clallam Bay, drive 6.8 mi. west on SR 112 and turn left on the S-1000 rd. Continue 4.9 mi. to Unit 1, on the left. VDT Unit 2: From the beginning of Unit 1, continue 0.4 mi. on the S-1000 and Unit 2 will be on the right. Unit 3/ Unit 7: From the beginning of Unit 2, continue 1.0 mi on the S-1000 and Unit 3 will be to the VRH right at the S-1000 and S-1600 junction. Unit 7 will start on the left at the S-1000 and S-1600 junction.

!!) Gate (AA1) Unit 4: From the beginning of Unit 3, continue 0.1 mi. on the S-1000 and Unit 4 will be on the right. Unit 5: From the beginning of Unit 4, continue 0.1 mi. on the S-1000 and Unit 5 will be on the right. Highway Unit 6: From the beginning of Unit 5, continue 0.6 mi. on the S-1000 and Unit 6 will be on the right. )" Milepost Markers Unit 8: At the beginning of Unit 3/ Unit 7, turn left on the S-1600 and continue 0.7 mi. to the S-1610 junction. Stay left on the S-1600 and continue 0.2 mi. until the S-1620 junction. Turn left on the S-1620 Haul Route for 0.3 mi. to Unit 8, on left.

! Unit 9: Drive 0.1 mi. past the beginning of Unit 8, on right. Distance Indicator Unit 10: From the beginning of Unit 3/ Unit 7, continue 0.7 mi. on the S-1600 and turn right on the S- 1610. Continue 0.1 mi. to Unit 10, on right. Unit 11: From the beginning of Unit 10, continue 0.2 mi. on S-1610 to Unit 11, on left. Unit 12: Drive 0.2 mi. west past the S-1000 on SR 112 and turn left on the CZ-1000/ Sekiu River Rd. Continue 3.1 mi., through gate (AA1 lock), and turn left on CP-2000. Continue 1.5 mi to arrive at Unit 12. ³

Prepared By: bsis490 05/09/2017 Modification Date: 8/7/2018 Prepared By: 00.51 OWNSHIP(S): H S N W TO AGREEMENT#: NAME: SALE DRIVING MAP ! ) " !! Milepost Markers RouteOther Haul Route Mary Clark PitMary Clark DNR Managed Land ) Distance Indicator LTSP MAIN LTSP Gate (AA1) " 0.1 0.1 mi. MP203 bsis490 0.25 Forks 10.5 Mi. 10.5 Forks Mary Clark Pit Clark Mary 30-097366 HOKO REVIVAL VRH VDT T30R12W Access Road and continue 0.3for mi. to the Mary Clark Pit. Continue 0.5for mi., then turn right on LTSP Main road. After From WA, Forks, travel north US 101 10.5on mi.Turn right on Ma DIRECTIONS: DRIVING ! Creation Date: Modification Date: Modification Date: Creation Mary Clark Rd. Clark Mary 0.5 0.5 mi. Clallam Clallam Bay 15 Mi. !! ! !

) Road Access Pit Clark Mary 11/063/13/2018 01/19/2016 Miles 0.3 0.3 mi. " MP204 !

«¬113

Y(S): T N U O C REGION: 0.1 mi., turn left on the Mary Clark Pit ry Clark Rd.

Olympic Region Olympic CLALLAM « ¬ 101 ³ DRAFT DRAFT DRAFT

STATE OF WASHINGTON DEPARTMENT OF NATURAL RESOURCES

BILL OF SALE AND CONTRACT FOR FOREST PRODUCTS

Export Restricted MBF Scale AGREEMENT NO. 30-097366

SALE NAME: HOKO REVIVAL VRH VDT

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-001 Definitions The following definitions apply throughout this contract;

Bill of Sale and Contract for Forest Products: Contract between the Purchaser and the State, which sets forth the procedures and obligations of the Purchaser in exchange for the right to remove forest products from the sale area. The Bill of Sale and Contract for Forest Products may include a Road Plan for any road construction or reconstruction, where applicable.

Contract Administrator: Region Manager’s designee responsible for assuring that the contractual obligations of the Purchaser are met.

Forest Product: Any material derived from the forest for commercial use.

Purchaser: The company or individual that has entered into a Bill of Sale and Contract for Forest Products with the State for the right to harvest and remove forest products from the timber sale area.

9/14/2018 1 of 38 Agreement No. 30-097366 DRAFT DRAFT DRAFT

Road Construction: Includes building new and maintaining existing forest roads and associated work that may be optional or required as described in the Road Plan.

State: The Washington State Department of Natural Resources, landowner and seller of Forest Products from the timber sale area. The State is represented by the Region Manager as designated on the contract signature page. Contractual obligations to the State are enforced by the Region Manager or the designated Contract Administrator.

Subcontractor: Individual or company employed by the Purchaser to perform a portion or all of the services required by The Bill of Sale and Contract for Forest Products. The Purchaser is responsible for independently negotiating, procuring and paying for all subcontracted services rendered. G-010 Products Sold and Sale Area Purchaser was the successful bidder on November 14, 2018 and the sale was confirmed on ______. The State, as owner, agrees to sell to Purchaser, and Purchaser agrees to purchase, cut, and remove the following forest products: All timber, except trees marked with a band of blue paint, bounded out be leave tree area tags, any downed red cedar or timber that has been on the ground for five years or more shall be left undisturbed and not yarded (five years is defined by more than 1.5 inches of sap rot); bounded by timber sale boundary tags, the S-1000 Road and the S-1400 Road in Unit 1; timber sale boundary tags and S-1000 Road in Unit 2; timber sale boundary tags and the S-1000 Road in Units 3, 4, 5 and 6; timber sale boundary tags, special management unit boundary tags and the S-1620 Road in Unit 9; timber sale boundary tags, special management unit boundary tags, S-1610 Road and the S-1610.2 Road in Unit 11.

All timber as described in Schedule C, except those described in Schedule D, bounded by timber sale boundary tags, double blue painted slashes, and the S-1000 Road in Unit 7; timber sale boundary tags, special management unit boundary tags, double blue painted slashes, and the S-1620 Road in Unit 8; timber sales boundary tags, double blue painted slashes, the S-1610 Road and the S-1610.2 Road in Unit 10; timber sale boundary tags, special management unit boundary tags and double blue painted slashes in Unit 12, located on approximately 358 acres on part(s) of Section 36 in Township 32 North, Range 14 West, Sections 18, 30, and 31 all in Township 32 North, Range 13 West W.M. in Clallam County(s) as shown on the attached timber sale map and as designated on the sale area.

All forest products described above from the bole of the tree that meet or exceed 2 inches diameter inside bark on the small end are eligible for removal. Above ground components of a tree that remain as by-products after the manufacture of logs, including but not limited to tree tops, branches, limbs, needles, leaves, stumps, are not eligible for removal under the terms of this contract.

Forest products purchased under a contract that is designated as export restricted shall not be exported until processed. Forest products purchased under a contract that is designated as exportable may be exported prior to processing.

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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 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 A SLASH PILING SPECS B GREEN TREE RETENTION PLAN C CUT TREE SELECTION CRITERIA-UNITS 7, 8, 10 & 12 D LEAVE TREE SELECTION CRITERIA-UNITS 7, 8, 10 & 12 E UNIT TARGET TABLE G-030 Contract Term Purchaser shall remove the forest products conveyed and complete all work required by this contract prior to October 31, 2020. 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-050 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:

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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 contract value based on the contract payment rate and advertised volume.

For the second extension, not to exceed 1 year, payment of at least 90 percent of the contract value based on the contract payment rate and advertised volume.

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 timber value of the contract.

To determine the unpaid portion of the contract, multiply the contract payment rate for each item by the remaining volume for each item based on the volumes from the Timber Notice of Sale. In addition, all cash deposits that can be used for timber payments, except the initial deposit, will be deducted from the unpaid portion of the contract.

e. Payment of $3.00 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:

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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.

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.

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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. 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

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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 / Hydraulic Project Approval permits obtained by the State shall be transferred to Purchaser. Purchaser is responsible for all permits, amendments and renewals. 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

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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. 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-090 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, added forest products become a part of this contract and shall be paid for at the same rate and manner as other forest products under this contract. G-100 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 shall be paid for at the same rate and manner as other forest products under this contract. G-105 Adding Naturally Damaged Forest Products Any forest products not designated for removal that are seriously damaged by disease, insects or wind, or that may contribute seriously to the spread of insect or disease damage may be added to this sale by the Contract Administrator. Additions must be in unlogged areas of the sale and added volume shall not exceed an amount equal to 10 percent of the original advertised volume. Added forest products become a part of this contract and shall be paid for at the same rate and manner as other forest products under this contract. G-110 Title and Risk of Loss Title to the forest products conveyed passes at confirmation of the sale. Purchaser bears the risk of loss of or damage to and has an insurable interest in the forest products

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in this contract from the time of confirmation of the sale of forest products. In the event of loss of or damage to the forest products after passage of title, whether the cause is foreseeable or unforeseeable, the forest products shall be paid for by Purchaser. Breach of this contract shall have no effect on this provision. Title to the forest products not removed from the sale area within the period specified in this contract shall revert to the State as provided in RCW 79.15.100. G-116 Sustainable Forestry Initiative® (SFI) Certification Forest products purchased under this contract are certified as being in conformance with the Sustainable Forestry Initiative program Standard under certificate number: PwC-SFIFM-513.

Purchaser shall have at least one person regularly on-site during active operations that have completed training according to the requirements outlined within the SFI® program Standard. Purchaser shall designate in writing the name(s) of the individual(s) who will be on-site and provide proof of their successful completion of an approved training program prior to active operations. 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-121 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-121 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

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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-121 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. 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 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. 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.

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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.

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 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 via endorsement 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.

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

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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 coverage shall include a Logging and Lumbering Endorsement (i.e. Logger’s Broad-Form) to cover the events that include, but are not limited to, fire suppression expenses, accidental timber trespasses, and wildfire property damage with limits of not less than $2,000,000.00 each occurrence.

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 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, 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 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.

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G-160 Agents The State's rights and duties will be exercised by the Region Manager at Forks, 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 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

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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.

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

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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.

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, WAC 240-15 and WAC 296- 54. 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.

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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; CZ-1000, CP-2000, S-1000, S-1600, S- 1600.1, S-1600.2, S-1610, S-1610.1, S-1610.2, S-1610.2A, S-1610.3, S-1620, S- 1620.1, S-1000J, S-1000K, S-1400, S-1090, S-1090.1, S-1090.2, S-1090.4, S-1091, S- 3006, Mary Clark Pit Access Road, FS-2902 and the LTSP Main Road. 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, the Purchaser shall, at the Purchaser’s own expense, re- establish them through a licensed land surveyor in accordance with U.S. General Land Office standards. Corners and/or witness objects that must be disturbed or destroyed in the process of road construction or logging shall be adequately referenced and/or replaced in accordance with RCW 58.24.040(8). Such references must be approved by the Contract Administrator prior to removal of said corners and/or witness objects. 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 S-1000, unless authority is granted in writing by the Contract Administrator.

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G-380 Road Easement and Road Use Permit Requirements Purchaser agrees to comply with the terms and conditions of the attached:

Easement #55-000041- Campbell Group

Easement #55-000421- Campbell Group 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. Section P: Payments and Securities P-010 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 the 'Payment for Forest Products' clause, 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-021 Payment for Forest Products Purchaser agrees to pay the following rates per MBF Scribner net log scale for forest products conveyed and cut or removed from the sale area plus $103,802.00 on day of sale and $9.00 per MBF upon removal in fees. Fees collected shall be retained by the state unless the contract is adjusted via the G-066 clause.

DATA MISSING

Species that are conveyed but are not listed in the table above shall be paid for at a rate to be determined by the State.

Utility logs, special cull and peelable cull logs of all species, included on loads of logs that are required to be removed and scaled per clause H-150 will be paid for on an adjusted gross scale basis at the rate of $20.00 per MBF plus fees. P-027 Payment for Removal of Optional Forest Products Purchaser agrees to pay the rate of $2.00 per ton for forest products approved for removal from the sale area under clause H-157. P-040 Weighing and Scaling Costs Purchaser agrees to pay for all scaling and weighing costs for logs and other products sold under this contract. Purchaser also agrees to pay for all costs associated with the transmission and reporting of scale or weight data.

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P-045 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 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-070 Payment for Products: Damage, Theft, Loss, or Mismanufacture Forest products included in this agreement which are destroyed, damaged, stolen, lost, or mismanufactured shall be paid for by Purchaser on demand of the State. The rates contained in clause P-021 shall apply. P-080 Payment Account Refund Advance payments made under P-045 or P-045.2 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.

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Section L: Log Definitions and Accountability L-010 Forest Products Conveyed Forest products conveyed are all logs or parts of logs described by the ‘Products Sold and Sale Area’ (G-010) clause meeting the removal requirements listed in the ‘Required Removal of Forest Products’ (H-150) clause. L-020 Short Logs - Peeler Blocks Logs or parts of logs which are removed from the sale area that fail to meet the minimum gross length requirements shall be scaled and graded as short logs or peeler blocks. Such material shall be paid for at the forest products rates specified in this contract. L-060 Load Tickets Purchaser shall complete and use load tickets as directed by the Contract Administrator and, if required, use other identification as directed by the State to ensure accounting of forest products removed from the sale area. A load ticket must be fixed, as designated by the Contract Administrator, to each truck and trailer load prior to leaving the landing.

Purchaser shall account for all load tickets issued by the Contract Administrator and return unused tickets at termination of the contract, or as otherwise required by the Contract Administrator. Unused tickets not returned shall be subject to liquidated damages per clause D-030.

The State may also treat load tickets either not accounted for or not returned as lost forest products per clause P-070. All costs associated with computing the billings for lost forest products shall be borne by Purchaser L-071 Log and Load Reporting Service This contract requires the use of a State approved third party Log and Load Reporting Service (LLRS). Purchaser shall ensure log volume measurement data and/or load and weight data is received by the LLRS within one business day of logs being measured or weighed. Purchaser agrees to pay the LLRS for log and load data supplied to the State.

If during the term of this contract, the State discontinues use of the LLRS, the State will notify the Purchaser in writing and the Purchaser will then be responsible to send log scale and/or weight information to the State. L-080 Scaling Rules Determination of volume and grade of any forest products shall be conducted by a state approved third party scaling organization and in accordance with the Westside log scaling and grading rules and Scribner Volume Table, revised July 1, 1972, contained in the Northwest Log Rules Eastside and Westside Log Scaling Handbook (developed and produced by the Northwest Log Rules Advisory Group) and in effect on the date of confirmation of this contract.

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Special scaling specifications shall be noted on the State’s Brand Designation form which is hereby incorporated to this contract by reference. L-110 State Approval of Log Scaling and Weighing Locations Forest Product measurement and weighing facilities required by this contract must be approved by the State. Forest products sold under the contract which require log scaling shall be scaled, measured, or counted by a State approved third party log scaling organization. Forest products sold under the contract which require weighing shall be weighed at a location that meets Washington State Department of Agriculture approval.

Prior to forest products being hauled, the Contract Administrator must authorize in writing the use of State approved measurement and/or weighing facilities that are at or en-route to final destinations. Forest products from this sale shall be measured or weighed at facilities, which are currently approved for use by the State and are currently authorized for this sale. The State reserves the right to verify load volume and weights with State employees or contractors at the State's own expense. The State reserves the right to revoke the authorization of previously approved measurement locations. L-120 Long Log Taper Distribution Forest products over 40 feet long plus trim shall be segment scaled and the lower segment diameters shall be determined using actual taper. In order to utilize taper rules for determining segment diameters for poles and pilings greater than 40 feet in length plus trim, Purchaser must request use of a Pole and Piling Scaling Specification Agreement on file in the region office. Approval for usage of a special Pole and Piling Scaling Specification Agreement may be granted at the sole discretion of the State.

Following State approval for usage of the Pole and Piling Scaling Specification Agreement, the Brand Designation form shall be amended to incorporate the long log taper rules. The volume reported by the scaling organization for forest products over 40 feet plus trim will be expanded by 5 percent and the additional 5 percent volume shall be billed to the purchaser at the contract rate. L-130 Conversion Factors Forest products removed from the sale area that are not measured in units specified in the 'Payment for Forest Products' clause of this contract shall be converted to board feet using Department of Natural Resources' standard conversion factors. Section H: Harvesting Operations H-001 Operations Outside the Sale Boundaries No operations shall occur outside the sale boundaries, as described within the contract, unless approved in writing by the State. H-011 Certification of Fallers and Yarder Operators All persons engaged in the felling and yarding of timber must receive certification in writing from the Contract Administrator. Certification may be revoked when the Contract Administrator determines that non-compliance of leave tree selection criteria

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or cut tree selection criteria is occurring, or excessive damage to leave trees or skid trails is occurring.

Excessive damage for leave trees is defined in clause H-012.

Excessive skid trail damage is defined in clause H-015 or H-016.

When leave tree damage exceeds the limits set forth in clause H-012, Purchaser shall be subject to liquidated damages (clause D-040 or D-041). H-012 Leave Tree Damage Definition Leave trees are trees required for retention within the sale boundary. Purchaser shall protect leave trees from being cut, damaged, or removed during operations.

Leave tree damage exists when more than 5 percent of the leave trees are damaged in a unit and when one or more of the following criteria occur as a result of Purchaser's operation, as determined by the Contract Administrator:

a. A leave tree has one or more scars on its trunk exposing the cambium layer, which in total exceeds 20 square inches.

b. A leave tree top is broken or the live crown ratio is reduced below 30 percent.

c. A leave tree has more than 1/3 of the circumference of its root system injured such that the cambium layer is exposed.

If the Contract Administrator determines that a leave tree has been cut or damaged, the Purchaser may be required to pay liquidated damages for Excessive Leave Tree Damage as detailed in clause D-040. H-013 Reserve Tree Damage Definition 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.

Reserve tree damage exists when one or more of the following criteria occur as a result of Purchaser's operation, as determined by the Contract Administrator:

a. A reserve tree has one or more scars on its trunk exposing the cambium layer, which in total exceeds 100 square inches.

b. A reserve tree top is broken or the live crown ratio is reduced below 30 percent.

c. A reserve tree has more than 1/3 of the circumference of its root system injured such that the cambium layer is exposed.

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If the Contract Administrator determines that a reserve tree has been cut or damaged, the Purchaser shall provide a replacement reserve tree of like condition, size, and species within the sale unit containing the damaged leave tree, as approved by the Contract Administrator. Purchaser may be required to pay liquidated damages for Excessive Reserve Tree Damage as detailed in clause D-041.

Removal of designated reserve trees from the sale area is unauthorized, and may invoke the use of the G-230 ‘Trespass and Unauthorized Activity’ clause. Purchaser is required to leave all cut or damaged reserve trees on site. H-015 Skid Trail Requirements A skid trail is defined as an area that is used for more than three passes by any equipment.

Purchaser shall comply with the following during the yarding operation:

a. Skid trails will not exceed 12 feet in width, including rub trees.

b. Skid trails shall not cover more than 15 percent of the total acreage on one unit.

c. Skid trail location will be pre-approved by the Contract Administrator.

d. Except for rub trees, skid trails shall be felled and yarded prior to the felling of adjacent timber.

e. Rub trees shall be left standing until all timber tributary to the skid trail has been removed.

f. Excessive soil damage is not permitted. Excessive soil damage is described in clause H-017.

g. Skid trails will be water barred at the time of completion of yarding, if required by the Contract Administrator.

Purchaser shall not deviate from the requirements set forth in this clause without prior written approval from the Contract Administrator. H-017 Preventing Excessive Soil Disturbance Operations may be suspended when soil rutting exceeds 12 inches as measured from the natural ground line. To reduce soil damage, the Contract Administrator may require water bars to be constructed, grass seed to be placed on exposed soils, or other mitigation measures. Suspended operations shall not resume unless approval to do so has been given, in writing, by the Contract Administrator.

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H-018 Temporary Stream Crossings A temporary stream crossing is required to access portions of Unit 6.

Purchaser shall comply with the following during the yarding operation:

a. Adhere to the approved Hydraulic Permit Application (HPA) or Forest Practice Application (FPA) with approved hydraulic project work, if required, amend a current FPA or obtain a new FPA prior to commencing any new stream crossing construction.

b. Location of the temporary stream crossing must be approved by the Contract Administrator.

c. A temporary stream crossing shall not exceed 20 feet in width, including rub trees.

d. Purchaser shall suspend operations during periods of wet weather when a high potential for sediment delivery into typed waters may occur.

e. Temporary stream crossings shall be removed at the time of completion of yarding as required by the Contract Administrator.

Purchaser shall not deviate from the requirements set forth in this clause without prior written approval from the Contract Administrator. H-030 Timber Falling Trees shall be felled and logs shall be bucked to obtain the greatest practicable utilization of forest products and other valuable materials conveyed. H-035 Fall Trees Into Sale Area Trees shall be felled into the sale area unless otherwise approved by the Contract Administrator. H-050 Rub Trees Trees designated for cutting along skid trails and cable corridors shall be left standing as rub trees until all timber that is tributary to the skid trail or cable corridor has been removed. H-052 Branding and Painting Forest products shall be branded with a brand furnished by the State prior to removal from the landing. 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-080 Snags Not to be Felled Snags not required to be felled for safety reasons may be left standing. Snags felled for safety reasons shall not be removed and must remain where felled. 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 and removed using ground and cable methods. Authority to use other equipment or to operate outside the equipment specifications detailed above must be approved in writing by the State. H-125 Log Suspension Requirements Lead-end suspension is required for all yarding activities. H-140 Special Harvest Requirements Purchaser shall accomplish the following during the harvest operations:

1. Purchaser shall immediately repair all gate damage resulting from operation to an equal or better condition than existed at the time of the sale.

2. While felling timber, two warning signs must be posted on the S-1000 and S- 1600 Roads.

3. Yarding equipment shall not cross live streams without an FPHP.

4. The Purchaser shall notify all employees and contractors working on this sale, that any danger tree marked or unmarked, may be felled. Any felled marked danger tree shall be replaced with a suitable tree of similar size and species as approved by the Contract Administrator.

Permission to do otherwise must be granted in writing by the Contract Administrator. H-150 Required Removal of Forest Products Purchaser shall remove from the sale area and present for scaling or weighing all forest products conveyed in the G-010 clause that meet the following minimum dimensions:

Species Net bd ft Log length (ft) Log dib

All 10 16 5

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The State may treat failure to remove forest products left on the sale area that meet the above specifications as a breach of this contract. At the State's option, forest products that meet the above specifications and are left on the sale area may be scaled for volume or measured and converted to weight by the State or a third party scaling organization and billed to Purchaser at the contract payment rate. All costs associated with scaling, measuring and computing the billing will be borne by the Purchaser. H-151 Required Harvesting Area Unless otherwise authorized by the State, Purchaser is required to fall, yard and remove all forest products and other valuable materials conveyed and required to be removed under this contract within the percent slope and yarding distances listed below. The yarding distances are measured from all existing roads and those required roads constructed under this contract. Purchaser may yard beyond the required removal distances up to the designated sale boundaries. If Purchaser decides to yard beyond the required yarding distance, Purchaser must follow all requirements specified in this contract.

Yarding Max Slope % Slope Dist Max Slope % Slope Dist Method Downhill Downhill Uphill Uphill

Ground 45 1000' 45 800' Cable N/A 1000' N/A 1000'

Cable or aerial/helicopter equipment is permitted on all slopes. Cable or aerial/helicopter equipment may be used on any required harvest area of this sale where ground based equipment is not permitted or on designated ground based harvest areas where Purchaser does not choose to use ground based equipment. H-157 Optional Removal of Forest Products Not Designated If in the course of operations, Purchaser decides to remove forest products that are below the minimum designated removal specifications per the 'Required Removal of Forest Products' (H-150), the payment rates in clause P-027 shall apply.

Forest products designated as optional shall be decked separately from forest products designated as required for removal. Prior to removal from the sale area, optional forest products as described in this clause must be inspected and approved by the Contract Administrator. Optional forest products may not be mixed with forest products that are required for removal by this contract and shall be removed from the sale area in separate truck loads using load tickets specified by the Contract Administrator.

All material removed under this clause is subject to the same log and load accountability rules as defined in the Log Definitions and Accountability section of this contract. Purchaser shall follow the payment procedures as required in the P-052

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clause and will submit a separate summary report for all forest products removed from the sale area under the authority of this clause. H-160 Mismanufacture Mismanufacture is defined as forest products remaining on the sale area that would have met the specifications in clause H-150 if bucking lengths had been varied to include such products.

The State may treat mismanufacture as a breach of this contract. At the State's option, forest products that are left on the sale area may be scaled for volume by the State or a third party scaling organization and billed to Purchaser at the contract payment rate. All costs associated with scaling and computing the billing will be borne by Purchaser. H-180 Removal of Specialized Forest Products or Firewood Prior to the removal of conveyed specialized forest products or firewood from the sale area, Purchaser and the State shall agree in writing to the method of accounting for/and removal of such products. 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. H-230 Tops and Limbs Outside the Sale Boundary Tops and limbs outside the sale boundary as a result of Purchaser's operation shall be removed concurrently with the yarding operation unless otherwise directed by the Contract Administrator. H-260 Fall Leaners Trees >6" dbh that have been pushed over in falling or skidding operations shall be felled. Section C: Construction and Maintenance C-040 Road Plan Road construction and associated work provisions of the Road Plan for this sale, dated 8/8/2018 are hereby made a part of this contract. C-050 Purchaser Road Maintenance and Repair Purchaser shall perform work at their own expense on CP-2000, S-1600, S-1600.1, S- 1600.2, S-1610, S-1610.1, S-1610.2, S-1610.2A, S-1610.3, S-1620, S-1620.1, S-1000J, S-1000K, S-1400, S-1090, S-1090.1, S-1090.2, S-1090.4, S-1091, and the S-3006 Roads. All work shall be completed to the specifications detailed in the Road Plan.

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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 LTSP Main, Mary Clark Pit Access, FS- 2902, CZ-1000, S-1000 and all other roads not covered in C-050. 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 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. C-140 Water Bars Purchaser shall, as directed by the Contract Administrator, construct water bars across haul roads, skid trails and fire trails as necessary to control soil erosion and water pollution. Section S: Site Preparation and Protection S-001 Emergency Response Plan An Emergency Response Plan (ERP) shall be provided to the Contract Administrator containing but not limited to, valid contact numbers and procedures for medical emergencies, fire, hazardous spills, forest practice violations and any unauthorized or unlawful activity on or in the vicinity of the sale area. The Contract Administrator and the State shall be promptly notified whenever an incident occurs requiring an emergency response.

The ERP must be presented for inspection at the prework meeting and kept readily available to all personnel, including subcontractors, on site during active operations. S-010 Fire Hazardous Conditions Purchaser acknowledges that operations under this Contract may increase the risk of fire. Purchaser shall conduct all operations under this agreement following the requirements of WAC 332-24-005 and WAC 332-24-405 and further agrees to use the highest degree of care to prevent uncontrolled fires from starting.

In the event of an uncontrolled fire, Purchaser agrees to provide equipment and personnel working at the site to safely and effectively engage in first response fire suppression activity.

Purchaser’s failure to effectively engage in fire-safe operations is considered a breach and may result in suspension of operations.

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S-030 Landing Debris Clean Up Landing debris shall be disposed of in a manner approved in writing by the Contract Administrator. S-035 Logging Debris Clean Up Slash and debris created from harvest activities shall be treated 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 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-100 Stream Cleanout Slash or debris which enters any typed waters as a result of operations under this contract and which is identified by the Contract Administrator shall be removed and deposited in a stable position. Removal of slash or debris shall be accomplished in a manner that avoids damage to the natural stream bed and bank vegetation. S-110 Resource Protection No equipment may operate within 30' of any typed water unless authority is granted in writing by the Contract Administrator. S-120 Stream Protection No timber shall be felled into, across, or yarded through any streams without prior approval from the Contract Administrator. 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

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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 enough quick response spill kits capable of absorbing 10 gallons of oil, coolant, solvent or contaminated water are available on site to quickly address potential spills from any piece of equipment at all times throughout active operations. 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 (ECY). 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

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

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

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

ECY - Eastern Region: 1-509-329-3400 (Adams, Asotin, Columbia, Ferry, Franklin, Garfield, Grant, Lincoln, Pend Oreille, Spokane, Stevens, Walla Walla, and Whitman counties)

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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-010 Liquidated Damages The clauses in the DAMAGES section of this contract provide for payments by Purchaser to the State for certain breaches of the terms of this contract. These payments are agreed to as liquidated damages and not as penalties. They are reasonable estimates of anticipated harm to the State 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. D-020 Failure to Remove Forest Products Purchaser's failure to remove all or part of the forest products sold in this agreement prior to the expiration of the contract term results in substantial injury to the State. The value of the forest products sold at the time of breach is not readily ascertainable. Purchaser's failure to perform disrupts the State's management plans, the actual cost of which is difficult to assess. A resale involves additional time and expense and is not an adequate remedy. Therefore, Purchaser agrees to pay the State as liquidated damages a sum calculated using the following formula:

LD = .35V-ID-P+C+A

Where:

LD = Liquidated Damage value. V = The unremoved value at the date of breach of contract. The value is determined by subtracting the removal volume to date from the State's cruise volume multiplied by the contract bid rates. ID = Initial Deposit paid at date of contract that has not been applied to timber payments. P = Advance payments received but not yet applied to specific contract requirements. C = Charges assessed for contract requirements completed prior to breach of contract but not paid for.

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A = Administrative Fee = $2,500.00.

The above formula reflects the Purchaser's forfeiture of the initial deposit in accordance with clause P-010 by deducting the initial deposit from the amount owed. In no event shall the liquidated damages be less than zero. Interest on the liquidated damage is owed from the date of breach until final payment, calculated using the following formula: Interest = r x LD x N.

Where:

r = daily equivalent of an annual interest at current interest rate as established by WAC 332-100-030. LD = Liquidated damage value. N = Number of days from date of breach to date payment is received. D-030 Inadequate Log Accountability Removal of forest products from the sale area without adequate branding and/or valid load tickets attached to the load and scaling forest products in a location other than the facility approved by the State can result in substantial injury to the State. Failure to properly account for loads and scaling and/or weighing information can result in loss to the State. The potential loss from not having proper branding, ticketing, scaling and/or weighing location and accountability is not readily ascertainable. Purchaser's failure to perform results in a loss of log weight and scale accountability, increases the potential for unauthorized removal of forest products, and increases the State's administration costs, the actual costs of which are difficult to assess.

Enforcement actions for unauthorized removal of forest products for each improperly branded load, improperly ticketed load, lost or unaccounted for tickets, or use of a facility not authorized for this sale or improper submission of scaling data are impractical, expensive, time consuming and are not an adequate remedy. Therefore, Purchaser agrees to pay the State, as liquidated damages, a sum of $100 each time a load of logs does not have branding as required in the contract, $250 each time a load of logs does not have a load ticket as required by the contract, $250 each time a load ticket has not been filled out as required by the plan of operations, $250 each time a load is weighed or scaled at a location not approved as required under this contract, $250 each time a log ticket summary report is not submitted properly, and if a third party Log and Load Reporting Service is required, $250 each time scaling or weight data is not properly submitted to the Log and Load Reporting Service per clause L-071, and $250 each unused ticket that is not returned to the State, for any reason. D-040 Leave Tree Excessive Damage When Purchaser's operations exceed the damage limits set forth in clause H-012, Leave Tree Damage Definition, the trees damaged result in substantial injury to the State. The value of the damaged leave trees at the time of the breach is not readily ascertainable.

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Therefore, Purchaser agrees to pay the State as liquidated damages at the rate of $1,000.00 per tree for all damaged trees in in Units 7, 8 10 and 12. D-041 Reserve Tree Excessive Damage When Purchaser’s operations exceed the damage limits set forth in clause H-013, Reserve Tree Damage Definition, and when the Contract Administrator determines that a suitable replacement for a damaged reserve tree is not possible, the damaged trees result in substantial injury to the State. The value of the damaged reserve trees at the time of the breach is not readily ascertainable. Therefore, the Purchaser agrees to pay the State as liquidated damages at the rate of $1,000.00 per tree for all damaged reserve trees that are not replaced in Units 1, 2, 3, 4, 5, 6, 9 and 11.

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

STATE OF WASHINGTON DEPARTMENT OF NATURAL RESOURCES

______Purchaser Mona Griswold ______Olympic Region Manager Print Name

Date: ______Date: ______Address:

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CORPORATE ACKNOWLEDGEMENT (Required for both LLC and Inc. Entities)

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.

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 A SLASH PILING SPECS

The areas shall be piled by creating circular piles of slash and brush conforming to the following specifications:

1. Piles shall be a minimum of 12 feet tall by 8 feet wide to a maximum of 30 feet tall and 16 feet wide. Piles shall be cone shaped and stable.

2. Piles shall be free of topsoil, large rotten logs and large stumps. No material larger than 8 inches in diameter shall be piled. Any burnable material shall be well scattered.

3. Piles shall not be placed on large stumps or logs.

4. Piles shall be stacked a minimum of 50 feet from all unit boundaries, Riparian Management Zones, leave tree areas and any standing timber; a minimum of 100 feet from any public roads and highways; and a minimum of 200 feet from any structures.

5. Piling shall be completed using an approved hydraulic shovel and grapples.

6. Slash and displaced soil shall be removed from swales and natural drainage channels concurrent with yarding.

7. Slash generated during cable yarding shall be stacked in dirt free piles and shall not block roads or interfere with functioning of drainage structures, ditches, or stream channels.

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Schedule B GREEN TREE RETENTION PLAN

Leave the following as directed by the Contract Administrator:

1. All trees marked with a blue band of paint and all leave tree area clumps shall remain standing. The perimeter of the leave tree clumps are designated by Leave Tree Area tags. The tags face outward from the leave tree clumps.

# of Individually # of Trees Total # of Unit # Marked Trees # of Clumps Clumped Leave Trees

1 2 1 94 96 2 2 2 174 176 3 0 1 19 19 4 3 1 41 44 5 0 1 17 17 6 56 5 506 562 9 34 6 384 418 11 40 2 161 201

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Schedule C CUT TREE SELECTION CRITERIA-UNITS 7, 8, 10 & 12

1. Cut trees are defined as all trees in the sale area, as shown on the timber sale maps that meet the following criteria:

a All trees less than 22 inches in diameter at a 12 inch stump height provided that enough evenly distributed trees per acre remain to achieve the relative densities shown in the Unit Target Table (Schedule E).

b. All trees which are severely deformed, as defined in Part 2 below, provided that the remaining stand is not reduced below the relative densities shown in the Unit Target Table (Schedule E); or unless designated by the Contract Administrator for snag recruitment.

c. Those trees which are not defined as leave trees.

2. Severely deformed trees are defined as trees with one or more of the following characteristics:

a. Trees with three (3) or more tops.

b. Trees with a broken top.

c. Trees with two (2) tops if they twist around each other or are otherwise badly deformed.

d. Trees with basal scars or scars on the lower stem if visible soft decay is evident. Trees with scars that have healed over are not to be considered severely deformed.

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Schedule D LEAVE TREE SELECTION CRITERIA-UNITS 7, 8, 10 & 12

1. Leave trees are defined as follows:

a. All trees greater than or equal to 22 inches in diameter at a 12 inch stump height.

b. Trees greater than or equal to 18 inches in diameter at a 12 inch stump height, with good form, shall only be felled if leaving them results in a residual stand of higher relative density than shown in the Unit Target Table (Schedule E).

c. All trees less than 18 inches in diameter at a 12 inch stump height needed to achieve relative densities as shown in the Unit Target Table (Schedule E).

d. Snags exceeding 10 inches dbh shall not be removed, nor shall these snags or designated snag recruitment trees be counted towards meeting the target relative density of spacing shown in the Unit Target Table (Schedule E).

2. Leave trees shall be well distributed at the relative density and spacing shown in the Unit Target Table (Schedule E), and will consist of the largest diameter and best formed trees available.

Best form is defined as follows:

a. Tallest Trees b. Full Crowns c. Straightest Boles d. Smaller Diameter Limbs

3. Leave trees will be identified by comparing their characteristics with other trees in the stand. Spacing will be varied to ensure the best trees available are left as leave trees. Felling of trees shall not result in creating an opening in the stand greater than 30 feet in diameter. If openings in the stand approach this diameter, then sufficient trees shall be left on the perimeter of the opening to maintain the target density or spacing (Unit Target Table - Schedule E).

4. When a selection must be made between different trees species of similar diameter, the preferred species to leave in order of preference are: a. western red cedar, b. cottonwood, c. Douglas fir, d. western hemlock, e. red alder, f. big leave maple, g. all other species.

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Schedule E UNIT TARGET TABLE

Approx Approx Unit Acres Stems/acre Spacing Basal Area Relative Density

7 46 100 20 x 20 180 45 8 20 120 18 x 18 140 35 10 70 120 16 x 16 170 40 12 31 115 18 x 18 240 55

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FOREST EXCISE TAX ROAD SUMMARY SHEET

Region:

Timber Sale Name:

Application Number:

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

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

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

EXCISE TAX EXEMPT ACTIVITIES

Temporary Optional Construction: 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: 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 1/17) Cruise Narrative Sale Name: Hoko Revival Region: Olympic Agreement #: 30-097366 District: Ozette Lead Cruiser: Kevin Peterson Completion Date: 7/17/18 Edited 8/21/18 jm Other Cruisers: none

Unit acreage specifications: ( Sekiu Sunshine and Sekiu Divide have been Combined, Former Sekiu Sunshine units are in brackets next to new unit numbers)

Unit # Cruised Acres Cruised acres agree If acres do not agree explain why. with sale acres? Y/N 1 12 Y 2 22 Y 3 2 Y 4 5 Y 5 2 Y 6 70 Y 7 (U1) 46 Y 8(U2) 20 Y 9(U3) 53 Y 10(U4) 70 Y 11(U5) 25 Y 12(U6) 30 Y 12 1 Y Gap(U6G ) Total 358 Y

Unit cruise specifications:

Unit # Sample Type Expansion Sighting Grid Size Plot Ratio Number (VP,FP,ITS,100%) Factor Height (plot spacing) (cruise/count) of plots (baf,full/half) (4.5’, 16’) 1 VP 54.44/40 4.5’ 290 X 290 All Cruise 6 2 VP 54.44/40 4.5’ 290 X 290 1:1 10 3 VP 54.44/40 4.5’ Random All Cruise 2 4 VP 54.44/40 4.5’ Random All Cruise 3 5 VP 54.44/40 4.5’ Random All Cruise 2 6 VP 54.44/40 4.5’ 290 X 290 1:2 35

7 VP 46.95/40 4.5’ 300 X 300 1:1 19 8 VP 46.95/40 4.5’ 350 X 350 1:1 10 9 VP 54.44/40 4.5’ 350X350 1:1 17 10 VP 54.44/40 4.5’ 325X325 1:1 30 11 VP 54.44/40 4.5’ 275X275 1:1 15 12 VP 62.5/40 4.5’ 425X425 1:1 10 12 Gap VP N/A 4.5’ Unit Plots NA N/A Sale/Cruise Description:

Minor species cruise intensity Minor species sampled using same cruise plots. Red Cedar and Red Alder were cruised at a 40 BAF Minimum cruise spec: 40% of Form Factor at 16 ft. D.O.B or 5 inch top. Average ring count: DF = 5 WH = 5 SS = Leave/take tree description: Leave tree clumps are bounded out with yellow tags, pink flashers and blue paint. Individual leave trees are marked with blue bands and two blue butt marks. Other conditions: Exterior boundaries are marked with white tags and pink flashers Sort Description: HA– Logs meeting the following criteria: Surface characteristics for a high quality A sort will have sound tight knots not to exceed 1 ½” in diameter, numbering not more than an average of one per foot of log length. May include logs with not more than two larger knots. Knots and knot indicators ½” in diameter and smaller shall not be a determining factor. Logs will have a growth ring count of 6 or more rings per inch in the outer third top end of the log. (minimum diameter 8”.) R – Logs meeting the following criteria: Gross diameter of 12 inches or greater, excessive knots greater than 2 ½ inches with recovery less than 65% of the net scale.

Field Observations: Hoko Revival timber sale is a combination of Sekiu Sunshine and Sekiu Divide timber sales. The sale is located up the S-1000 road system. Units 7,8,10, and 12 are variable density thinning, while units 1-6, 9 and 11 as well as 12G are Variable retention harvests. Major species are Douglas-fir and western hemlock. Minor species are Silver fir, red alder, red cedar and Sitka spruce. Total sale volume is 6,106 mbf

Grants: 03, 04 Prepared By: Kevin Peterson – Olympic Region Cruiser Edited 8-21-18 jm Species, Sort Grade - Board Foot Volumes (Project) TC PSPCSTGR

Project: SEKIU Page 1 T000 R000 S00 TyU1 Date THRU 8/21/2018 Acres 358.00 T032 R013 S31 TyU6G Time 8:30:15AM

% 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 5-7 8-11 12-15 16+ 12-20 21-30 31-35 36-99 Ft In Ft Lf /Acre

DF T D 2S 24 8.1 2,018 1,854 666 91 9 100 37 13 216 1.83 8.6 DF T D 3S 56 6.4 4,535 4,244 1,524 19 81 2 5 93 37 9 99 0.87 43.0 DF T D 4S 16 8.7 1,363 1,245 447 96 4 7 55 18 21 28 5 30 0.39 41.1 DF T D UT 4 244 244 88 100 75 25 14 5 14 0.23 17.4

DF Totals 29 7.0 8,160 7,587 2,724 29 46 22 2 4 11 6 80 30 7 69 0.75 110.0

DF D 2S 18 6.4 800 748 269 86 14 100 36 13 211 1.75 3.6 DF D 3S 59 10.6 2,585 2,311 830 12 88 1 99 36 9 94 0.84 24.6 DF D 4S 20 4.0 799 767 275 96 4 10 55 24 10 27 5 30 0.36 25.7 DF D UT 3 6.5 123 115 41 52 48 28 72 16 6 25 0.41 4.5

DF Totals 15 8.5 4,307 3,941 1,415 27 51 19 3 3 14 5 79 30 7 68 0.70 58.3

WH T D 2S 15 6.7 1,443 1,346 483 99 1 100 38 13 203 1.62 6.6 WH T D 3S 59 4.0 5,319 5,106 1,833 14 86 7 93 38 8 92 0.74 55.4 WH T D 4S 23 .5 1,974 1,964 705 96 4 24 45 27 4 23 5 27 0.32 73.9 WH T D UT 3 228 228 82 100 55 39 7 17 5 16 0.22 14.3

WH Totals 33 3.6 8,964 8,644 3,103 33 49 18 0 7 11 11 71 29 7 58 0.60 150.3

WH D 2S 45 10.4 2,168 1,942 697 80 20 100 36 14 242 1.82 8.0 WH D 3S 45 4.8 1,984 1,888 678 11 88 100 36 9 106 0.85 17.7 WH D 4S 9 3.5 403 389 140 96 4 22 19 18 41 25 6 29 0.41 13.4 WH D UT 1 32 32 11 100 100 11 5 12 0.27 2.7

WH Totals 16 7.3 4,587 4,252 1,526 15 32 45 9 3 2 2 94 31 9 101 0.94 41.9

RA T D 3S 8 17 17 6 100 100 20 11 80 0.94 .2 RA T D 4S 71 5.7 147 139 50 86 14 47 53 33 6 44 0.48 3.2 RA T D UT 21 41 41 15 100 100 13 5 15 0.18 2.6

RA Totals 1 4.1 205 197 71 82 18 29 33 37 24 6 33 0.42 6.0

RA D 4S 76 7.6 86 79 28 100 54 46 30 6 38 0.44 2.1 RA D UT 24 25 25 9 100 100 13 5 14 0.19 1.7

RA Totals 0 5.9 111 104 37 100 24 41 35 22 6 27 0.38 3.8

RC T D 3S 88 11.0 44 39 14 100 100 36 6 46 0.49 .9 RC T D 4S 12 5 5 2 100 100 5 5 6 0.17 .9

RC Totals 0 9.9 49 44 16 100 11 89 21 5 26 0.45 1.7

RC D 4S 100 17 17 6 100 100 35 5 40 0.77 .4

RC Totals 0 17 17 6 100 100 35 5 40 0.77 .4

SF T D 2S 69 6.6 379 354 127 100 100 36 13 223 1.53 1.6 SF T D 3S 26 5.9 142 134 48 100 100 36 8 84 0.69 1.6 SF T D 4S 5 23.7 32 24 9 100 100 15 6 15 0.29 1.6

SF Totals 2 7.4 553 512 184 5 26 69 5 95 29 9 108 0.97 4.8

SF D 2S 86 3.8 44 42 15 100 100 36 14 250 2.83 .2 SF D 4S 14 7 7 2 100 100 26 7 40 0.67 .2

SF Totals 0 3.3 51 49 18 14 86 14 86 31 11 145 1.92 .3 Species, Sort Grade - Board Foot Volumes (Project) TC PSPCSTGR

Project: SEKIU Page 2 T000 R000 S00 TyU1 Date THRU 8/21/2018 Acres 358.00 T032 R013 S31 TyU6G Time 8:30:15AM

SS D 2S 85 4.6 674 643 231 19 81 100 36 16 378 2.62 1.7 SS D 3S 11 89 89 32 100 100 36 10 140 0.97 .6 SS D 4S 3 18 18 6 21 79 79 21 17 8 30 0.63 .6 SS D UT 1 6 6 2 100 100 9 7 10 0.41 .6

SS Totals 3 4.0 787 756 271 1 14 16 69 3 0 97 28 12 212 1.92 3.6

SS T D 2S 85 4.6 21 20 7 16 84 100 36 17 395 2.67 .1 SS T D 3S 12 3 3 1 100 100 36 10 140 0.97 .0 SS T D 4S 2 0 0 0 100 100 15 9 30 0.68 .0 SS T D UT 1 0 0 0 100 100 9 7 10 0.41 .0

SS Totals 0 3.9 25 24 8 1 14 14 72 3 97 28 12 221 1.96 .1

Totals 6.1 27,814 26,125 9,379 27 43 25 5 5 10 6 79 29 7 69 0.71 381.2

Take Volumes (MBF)

DF 2724 WH 3103 RA 71 RC 16 SF 184 SS 8 Total Take= 6106 PAGE TC PSTATS PROJECT STATISTICS 1 PROJECT SEKIU DATE 8/21/2018 TWP RGE SC TRACT TYPE ACRES PLOTS TREES CuFt BdFt 000 000 00 DIVIDE U1 THR 358.00 168 837 S W 032 013 31 SUN U6G

ESTIMATED PERCENT TREES TOTAL SAMPLE PLOTS TREES PER PLOT TREES TREES

TOTAL 168 837 5.0 CRUISE 87 433 5.0 73,808 .6 DBH COUNT REFOREST COUNT 81 389 4.8 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 WHEMLOCK 48 20.0 18.0 70 8.3 35.3 4,628 4,278 1,214 1,215 WHEMLOCK-T 156 83.9 13.8 57 23.5 87.2 9,050 8,729 2,572 2,571 DOUG FIR 67 30.5 16.0 64 10.7 42.6 4,396 4,027 1,246 1,247 DOUG FIR-T 136 59.9 16.0 60 20.9 83.8 8,211 7,633 2,443 2,445 S SPRUCE 3 1.2 26.3 84 0.9 4.6 787 756 191 191 S SPRUCE-T 2 .0 26.8 87 0.0 .1 25 24 6 6 PS FIR 1 .2 26.2 64 0.1 .6 51 49 20 20 PS FIR-T 2 1.6 19.5 90 0.7 3.3 553 512 134 134 R ALDER 6 2.8 10.1 37 0.5 1.6 111 104 32 33 R ALDER-T 8 4.2 11.1 40 0.8 2.8 205 197 60 60 WR CEDAR 1 .4 15.0 39 0.1 .5 17 17 11 11 WR CEDAR-T 3 .9 12.2 51 0.2 .7 49 44 16 16 TOTAL 433 205.6 15.3 60 67.3 263.3 28,082 26,370 7,946 7,949

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

CL 68.1 COEFF TREES/ACRE # OF PLOTS REQ. INF. POP. SD: 1.0 VAR.% S.E.% LOW AVG HIGH 5 7 10 WHEMLOCK 219.0 16.9 17 20 23 WHEMLOCK-T 109.5 8.5 77 84 91 DOUG FIR 178.4 13.8 26 30 35 DOUG FIR-T 106.1 8.2 55 60 65 S SPRUCE 659.4 50.9 1 1 2 S SPRUCE-T 720.6 55.6 0 0 0 PS FIR 913.8 70.5 0 0 0 PS FIR-T 761.6 58.8 1 2 3 R ALDER 782.7 60.4 1 3 5 R ALDER-T 559.4 43.2 2 4 6 WR CEDAR 913.8 70.5 0 0 1 WR CEDAR-T 761.1 58.7 0 1 1 TOTAL 51.6 4.0 197 206 214 107 54 27

CL 68.1 COEFF BASAL AREA/ACRE # OF PLOTS REQ. INF. POP. SD: 1.0 VAR.% S.E.% LOW AVG HIGH 5 7 10 WHEMLOCK 235.7 18.2 29 35 42 WHEMLOCK-T 103.0 7.9 80 87 94 DOUG FIR 171.0 13.2 37 43 48 DOUG FIR-T 107.8 8.3 77 84 91 S SPRUCE 675.5 52.1 2 5 7 S SPRUCE-T 719.8 55.5 0 0 0 PS FIR 913.8 70.5 0 1 1 PS FIR-T 761.6 58.8 1 3 5 R ALDER 926.4 71.5 0 2 3 R ALDER-T 468.0 36.1 2 3 4 PAGE TC PSTATS PROJECT STATISTICS 2 PROJECT SEKIU DATE 8/21/2018 TWP RGE SC TRACT TYPE ACRES PLOTS TREES CuFt BdFt 000 000 00 DIVIDE U1 THR 358.00 168 837 S W 032 013 31 SUN U6G CL 68.1 COEFF BASAL AREA/ACRE # OF PLOTS REQ. INF. POP. SD: 1.00 VAR. S.E.% LOW AVG HIGH 5 7 10

WR CEDAR 913.8 70.5 0 1 1 WR CEDAR-T 744.6 57.4 0 1 1 TOTAL 43.7 3.4 254 263 272 76 39 19

CL 68.1 COEFF NET BF/ACRE # OF PLOTS REQ. INF. POP. SD: 1.0 VAR.% S.E.% LOW AVG HIGH 5 7 10 WHEMLOCK 254.1 19.6 3,440 4,278 5,117 WHEMLOCK-T 100.5 7.8 8,052 8,729 9,407 DOUG FIR 173.7 13.4 3,487 4,027 4,567 DOUG FIR-T 114.3 8.8 6,960 7,633 8,307 S SPRUCE 698.1 53.9 349 756 1,162 S SPRUCE-T 721.0 55.6 10 24 37 PS FIR 913.8 70.5 14 49 84 PS FIR-T 761.7 58.8 211 512 813 R ALDER 966.4 74.6 26 104 182 R ALDER-T 481.8 37.2 123 197 270 WR CEDAR 913.8 70.5 5 17 29 WR CEDAR-T 743.9 57.4 19 44 69 TOTAL 52.7 4.1 25,297 26,370 27,443 111 57 28

CL 68.1 COEFF V_BAR/ACRE # OF PLOTS REQ. INF. POP. SD: 1.0 VAR.% S.E.% LOW AVG HIGH 5 7 10 WHEMLOCK 171.6 13.2 98 121 145 WHEMLOCK-T 92 100 108 DOUG FIR 110.3 8.5 82 94 107 DOUG FIR-T 44.9 3.5 83 91 99 S SPRUCE 207.6 16.0 75 163 251 S SPRUCE-T 211.1 16.3 75 169 263 PS FIR 642.2 49.5 23 77 132 PS FIR-T 100.5 7.8 64 156 248 R ALDER 966.4 74.6 17 66 115 R ALDER-T 375.4 29.0 44 70 96 WR CEDAR 642.2 49.5 10 33 56 WR CEDAR-T 743.9 57.4 27 64 100 TOTAL 49.3 3.8 96 100 104 97 50 24 TC PSPCTLTCM Species Summary - Trees, Logs, Tons, CCF, MBF

T000 R000 S00 TyU1 12.00 Project SEKIU Page No 1 22.00 T000 R000 S00 TyU2 Acres 358.00 Date: 8/21/2018 T032 R013 S31 TyU6G 1.00 Time 8:38:49AM

Total Total Total Net Cubic Ft/ CF/ Total CCF Total MBF S Species T Trees Logs Tons Tree Log LF Gross Net Gross Net

WHEMLOCK T 30,131 53,941 29,546 30.64 17.11 0.61 9,233 9,231 3,249 3,134 DOUG FIR T 21,499 39,495 25,000 40.83 22.22 0.74 8,772 8,778 2,948 2,740 WHEMLOCK 7,175 15,038 13,952 60.79 29.01 0.92 4,360 4,362 1,662 1,536 DOUG FIR 10,940 20,944 12,749 40.91 21.37 0.71 4,473 4,476 1,578 1,446 S SPRUCE 441 1,278 1,782 155.57 53.67 1.91 685 686 282 271 PS FIR T 570 1,710 1,374 84.20 28.07 0.97 480 480 199 184 R ALDER T 1,504 2,157 590 14.26 9.95 0.42 215 215 74 71 R ALDER 1,016 1,371 321 11.52 8.54 0.39 117 117 40 37 PS FIR 61 121 207 119.18 59.59 1.92 72 72 18 18 WR CEDAR T 307 614 133 18.46 9.23 0.45 57 57 17 16 S SPRUCE T 13 38 54 163.81 54.60 1.95 21 21 9 8 WR CEDAR 152 152 96 26.82 26.82 0.77 41 41 6 6

Totals 73,808 136,860 85,805 38.66 20.85 0.72 28,526 28,535 10,081 9,467

Total Total Total Net Cubic Ft/ CF/ Total CCF Total MBF Wood Type Species Trees Logs Tons Tree Log LF Gross Net Gross Net

A 2,520 3,528 911 13.16 9.40 0.41 331 332 113 108 B 37,306 68,979 43,498 36.44 19.71 0.68 13,593 13,593 4,911 4,670 C 459 766 229 21.23 12.72 0.54 97 97 24 22 D 32,439 60,439 37,749 40.86 21.93 0.73 13,245 13,254 4,526 4,186 O 454 1,317 1,836 155.80 53.70 1.91 706 707 291 280 W 631 1,831 1,582 87.57 30.16 1.04 552 552 217 202

Totals 73,808 136,860 85,805 38.66 20.85 0.72 28,526 28,535 10,081 9,467 Page 1 T TSPCSTGR Species, Sort Grade - Board Foot Volumes (Type) Project: SEKIU Date 7/17/2018 Time 7:41:28AM

T000 R000 S00 TU1 T000 R000 S00 TU1 Twp Rge Sec Tract Type Acres Plots Sample Trees CuFt BdFt 000 000 00 DIVIDE U1 11.60 6 30 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 T Spp rt ad BdFt Def% Gross Net Net MBF 5-7 8-11 12-15 16+ 12-20 21-30 31-35 36-99 Ft In Ft Lf /Acre Grade WH D 2S 11 11.3 2,279 2,023 23 100 100 40 12 187 1.75 10.8 WH D 3S 62 4.4 11,582 11,076 128 14 86 13 87 39 8 91 0.76 122.2 WH D 4S 25 4,275 4,275 50 100 38 47 16 21 5 24 0.32 174.6 WH D UT 2 333 333 4 100 100 14 5 10 0.20 33.3

WH Totals 71 4.1 18,469 17,707 205 35 54 11 11 11 12 66 27 7 52 0.60 340.9

DF D 2S 22 1,587 1,587 18 100 100 40 12 217 1.66 7.3 DF D 3S 67 2.8 4,846 4,712 55 22 78 7 93 39 8 108 0.89 43.6 DF D 4S 11 .0 741 741 9 100 100 28 5 30 0.36 24.7 DF D UT 10 5 0.00 11.6

DF Totals 28 1.9 7,173 7,039 82 25 52 23 11 5 85 32 7 81 0.80 87.1

RC D 3S 100 16.7 434 362 4 100 100 36 6 50 0.56 7.2 RC D 4S 9 5 0.00 7.2

RC Totals 1 16.7 434 362 4 100 100 23 6 25 0.45 14.5

Type Totals 3.7 26,076 25,107 291 33 53 14 8 11 10 72 28 7 57 0.64 442.5 TC TSTATS STATISTICS PAGE 1 PROJECT SEKIU DATE 7/17/2018 TWP RGE SECT TRACT TYPE ACRES PLOTS TREES CuFt BdFt 000 000 00 DIVIDE U1 11.60 6 30 S W

ESTIMATED PERCENT TREES TOTAL SAMPLE PLOTS TREES PER PLOT TREES TREES

TOTAL 6 30 5.0 CRUISE 6 30 5.0 2,663 1.1 DBH COUNT REFOREST COUNT 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 WHEMLOCK 21 178.8 14.0 58 51.0 190.5 18,469 17,707 5,568 5,569 DOUG FIR 8 43.6 17.5 68 17.4 72.6 7,173 7,039 2,241 2,241 WR CEDAR 1 7.2 13.0 52 1.8 6.7 434 362 146 146 TOTAL 30 229.5 14.7 59 70.4 269.8 26,076 25,107 7,954 7,956

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

CL: 68.1 % COEFF TREES/ACRE # OF PLOTS REQ. INF. POP. SD: 1.0 VAR.% S.E.% LOW AVG HIGH 5 7 10 WHEMLOCK 49.2 21.9 140 179 218 DOUG FIR 111.2 49.6 22 44 65 WR CEDAR 244.9 109.2 7 15 TOTAL 33.5 14.9 195 230 264 53 27 13

CL: 68.1 % COEFF BASAL AREA/ACRE # OF PLOTS REQ. INF. POP. SD: 1.0 VAR.% S.E.% LOW AVG HIGH 5 7 10 WHEMLOCK 30.0 13.4 165 191 216 DOUG FIR 102.5 45.7 39 73 106 WR CEDAR 244.9 109.2 7 14 TOTAL 12.9 5.8 254 270 285 8 4 2

CL: 68.1 % COEFF NET BF/ACRE # OF PLOTS REQ. INF. POP. SD: 1.0 VAR.% S.E.% LOW AVG HIGH 5 7 10 WHEMLOCK 26.9 12.0 15,582 17,707 19,831 DOUG FIR 100.3 44.7 3,892 7,039 10,186 WR CEDAR 244.9 109.2 362 756 TOTAL 18.9 8.4 22,994 25,107 27,220 17 9 4

CL: 68.1 % COEFF V-BAR/ACRE # OF PLOTS REQ. INF. POP. SD: 1.0 VAR.% S.E.% LOW AVG HIGH 5 7 10 WHEMLOCK 26.9 12.0 82 93 104 DOUG FIR 100.3 44.7 54 97 140 WR CEDAR 244.9 109.2 54 113 TOTAL 18.7 8.3 85 93 101 17 8 4

Page 1 T TSPCSTGR Species, Sort Grade - Board Foot Volumes (Type) Project: SEKIU Date 7/17/2018 Time 7:41:28AM

T000 R000 S00 TU2 T000 R000 S00 TU2 Twp Rge Sec Tract Type Acres Plots Sample Trees CuFt BdFt 000 000 00 DIVIDE U2 21.80 10 25 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 T Spp rt ad BdFt Def% Gross Net Net MBF 5-7 8-11 12-15 16+ 12-20 21-30 31-35 36-99 Ft In Ft Lf /Acre Grade WH D 2S 12 4.8 2,085 1,985 43 100 100 40 12 209 1.63 9.5 WH D 3S 64 3.4 10,702 10,335 225 13 87 13 87 39 8 89 0.74 115.8 WH D 4S 22 3,502 3,502 76 100 41 36 23 21 5 24 0.30 146.2 WH D UT 2 200 200 4 100 100 14 5 10 0.20 20.0

WH Totals 62 2.8 16,489 16,022 349 31 56 12 10 8 13 69 28 7 55 0.60 291.4

DF D 2S 11 962 962 21 100 100 40 13 240 1.90 4.0 DF D 3S 76 4.9 6,799 6,469 141 17 83 10 90 39 9 116 0.97 55.5 DF D 4S 12 1,010 1,010 22 100 74 26 30 5 32 0.37 31.5 DF D UT 1 53 53 1 100 100 11 5 3 0.10 20.0

DF Totals 33 3.7 8,825 8,494 185 25 63 11 1 9 8 83 31 7 76 0.80 111.1

RA D 4S 100 917 917 20 100 100 40 6 60 0.49 15.3 RA D UT 9 5 0.00 15.3

RA Totals 4 917 917 20 100 100 25 6 30 0.40 30.6

RC D 3S 100 242 242 5 100 100 36 5 40 0.40 6.1 RC D 4S 5 0.00 6.1

RC Totals 1 242 242 5 100 100 18 5 20 0.40 12.1

Type Totals 3.0 26,472 25,675 560 32 56 11 7 8 11 75 28 7 58 0.64 445.2 TC TSTATS STATISTICS PAGE 1 PROJECT SEKIU DATE 7/17/2018 TWP RGE SECT TRACT TYPE ACRES PLOTS TREES CuFt BdFt 000 000 00 DIVIDE U2 21.80 10 51 S W

ESTIMATED PERCENT TREES TOTAL SAMPLE PLOTS TREES PER PLOT TREES TREES

TOTAL 10 51 5.1 CRUISE 5 25 5.0 5,070 .5 DBH COUNT REFOREST COUNT 5 26 5.2 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 WHEMLOCK 15 155.7 13.9 58 43.9 163.3 16,489 16,022 4,885 4,885 DOUG FIR 8 55.5 17.5 66 22.1 92.5 8,825 8,494 2,761 2,763 R ALDER 1 15.3 12.0 57 3.5 12.0 917 917 300 300 WR CEDAR 1 6.1 11.0 50 1.2 4.0 242 242 87 87 TOTAL 25 232.6 14.6 60 71.1 271.9 26,472 25,675 8,033 8,035

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

CL: 68.1 % COEFF TREES/ACRE # OF PLOTS REQ. INF. POP. SD: 1.0 VAR.% S.E.% LOW AVG HIGH 5 7 10 WHEMLOCK 60.6 20.2 124 156 187 DOUG FIR 84.4 28.1 40 56 71 R ALDER 225.0 74.9 4 15 27 WR CEDAR 316.2 105.3 6 12 TOTAL 27.2 9.1 212 233 254 33 17 8

CL: 68.1 % COEFF BASAL AREA/ACRE # OF PLOTS REQ. INF. POP. SD: 1.0 VAR.% S.E.% LOW AVG HIGH 5 7 10 WHEMLOCK 52.1 17.4 135 163 192 DOUG FIR 83.4 27.8 67 93 118 R ALDER 225.0 74.9 3 12 21 WR CEDAR 316.2 105.3 4 8 TOTAL 15.5 5.2 258 272 286 11 5 3

CL: 68.1 % COEFF NET BF/ACRE # OF PLOTS REQ. INF. POP. SD: 1.0 VAR.% S.E.% LOW AVG HIGH 5 7 10 WHEMLOCK 49.9 16.6 13,358 16,022 18,685 DOUG FIR 83.8 27.9 6,124 8,494 10,865 R ALDER 225.0 74.9 230 917 1,604 WR CEDAR 316.2 105.3 242 498 TOTAL 16.9 5.6 24,233 25,675 27,117 13 6 3

CL: 68.1 % COEFF V-BAR/ACRE # OF PLOTS REQ. INF. POP. SD: 1.0 VAR.% S.E.% LOW AVG HIGH 5 7 10 WHEMLOCK 82 98 114 DOUG FIR 66 92 117 R ALDER 35.1 11.7 19 76 134 WR CEDAR 316.2 105.3 61 124 TOTAL 190.9 63.6 89 94 100 1,617 825 404

Page 1 T TSPCSTGR Species, Sort Grade - Board Foot Volumes (Type) Project: SEKIU Date 7/17/2018 Time 7:41:28AM

T000 R000 S00 TU3 T000 R000 S00 TU3 Twp Rge Sec Tract Type Acres Plots Sample Trees CuFt BdFt 000 000 00 DIVIDE U3 2.20 2 8 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 T Spp rt ad BdFt Def% Gross Net Net MBF 5-7 8-11 12-15 16+ 12-20 21-30 31-35 36-99 Ft In Ft Lf /Acre Grade WH D 2S 44 7.4 7,059 6,539 14 100 100 40 13 209 1.78 31.3 WH D 3S 43 5.1 6,732 6,387 14 9 91 36 64 37 8 95 0.89 67.6 WH D 4S 13 1,920 1,920 4 100 52 48 21 5 25 0.35 76.2

WH Totals 76 5.5 15,710 14,845 33 17 39 44 7 6 16 71 30 8 85 0.94 175.1

DF D 3S 84 8.8 4,270 3,896 9 100 29 71 36 11 140 1.28 27.9 DF D 4S 13 616 616 1 100 100 36 5 40 0.40 15.4 DF D UT 3 125 125 0 100 100 12 5 10 0.34 12.5

DF Totals 24 7.5 5,011 4,636 10 16 84 3 24 73 31 8 83 0.91 55.8

Type Totals 6.0 20,721 19,482 43 17 50 34 6 5 18 72 30 8 84 0.93 230.9 TC TSTATS STATISTICS PAGE 1 PROJECT SEKIU DATE 7/17/2018 TWP RGE SECT TRACT TYPE ACRES PLOTS TREES CuFt BdFt 000 000 00 DIVIDE U3 2.20 2 8 S W

ESTIMATED PERCENT TREES TOTAL SAMPLE PLOTS TREES PER PLOT TREES TREES

TOTAL 2 8 4.0 CRUISE 2 8 4.0 254 3.2 DBH COUNT REFOREST COUNT 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 WHEMLOCK 6 87.6 18.5 63 38.0 163.3 15,710 14,845 4,978 4,982 DOUG FIR 2 27.9 18.9 64 12.5 54.4 5,011 4,636 1,564 1,569 TOTAL 8 115.4 18.6 63 50.5 217.8 20,721 19,482 6,542 6,550

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

CL: 68.1 % COEFF TREES/ACRE # OF PLOTS REQ. INF. POP. SD: 1.0 VAR.% S.E.% LOW AVG HIGH 5 7 10 WHEMLOCK 41.9 39.3 53 88 122 DOUG FIR 141.4 132.6 28 65 TOTAL 2.4 2.2 113 115 118 0 0 0

CL: 68.1 % COEFF BASAL AREA/ACRE # OF PLOTS REQ. INF. POP. SD: 1.0 VAR.% S.E.% LOW AVG HIGH 5 7 10 WHEMLOCK 47.1 44.2 91 163 235 DOUG FIR 141.4 132.6 54 127 TOTAL 218 218 218

CL: 68.1 % COEFF NET BF/ACRE # OF PLOTS REQ. INF. POP. SD: 1.0 VAR.% S.E.% LOW AVG HIGH 5 7 10 WHEMLOCK 23.2 21.7 11,620 14,845 18,071 DOUG FIR 141.4 132.6 4,636 10,783 TOTAL 16.0 15.0 16,561 19,482 22,403 18 9 4

CL: 68.1 % COEFF V-BAR/ACRE # OF PLOTS REQ. INF. POP. SD: 1.0 VAR.% S.E.% LOW AVG HIGH 5 7 10 WHEMLOCK 23.2 21.7 71 91 111 DOUG FIR 141.4 132.6 85 198 TOTAL 16.0 15.0 76 89 103 18 9 4

Page 1 T TSPCSTGR Species, Sort Grade - Board Foot Volumes (Type) Project: SEKIU Date 7/17/2018 Time 7:41:28AM

T000 R000 S00 TU4 T000 R000 S00 TU4 Twp Rge Sec Tract Type Acres Plots Sample Trees CuFt BdFt 000 000 00 DIVIDE U4 5.30 3 15 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 T Spp rt ad BdFt Def% Gross Net Net MBF 5-7 8-11 12-15 16+ 12-20 21-30 31-35 36-99 Ft In Ft Lf /Acre Grade WH D 2S 8 10.0 1,664 1,497 8 100 100 40 12 180 1.60 8.3 WH D 3S 71 3.5 12,630 12,188 65 15 85 15 85 38 8 89 0.74 136.7 WH D 4S 21 3,531 3,531 19 100 48 14 38 21 5 22 0.29 161.6

WH Totals 67 3.4 17,825 17,216 91 31 60 9 10 3 18 69 29 7 56 0.60 306.6

DF D 2S 18 1,509 1,509 8 100 100 40 13 240 1.90 6.3 DF D 3S 71 4.3 6,279 6,010 32 28 72 5 95 39 8 103 0.85 58.3 DF D 4S 11 866 866 5 100 100 28 5 30 0.37 28.9 DF D UT 10 5 0.00 23.1

DF Totals 33 3.1 8,654 8,385 44 31 51 18 10 4 86 31 7 72 0.76 116.5

Type Totals 3.3 26,478 25,601 136 31 57 12 7 5 13 75 30 7 61 0.65 423.1 TC TSTATS STATISTICS PAGE 1 PROJECT SEKIU DATE 7/17/2018 TWP RGE SECT TRACT TYPE ACRES PLOTS TREES CuFt BdFt 000 000 00 DIVIDE U4 5.30 3 15 S W

ESTIMATED PERCENT TREES TOTAL SAMPLE PLOTS TREES PER PLOT TREES TREES

TOTAL 3 15 5.0 CRUISE 3 15 5.0 1,209 1.2 DBH COUNT REFOREST COUNT 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 WHEMLOCK 10 169.9 14.0 58 48.5 181.5 17,825 17,216 5,391 5,391 DOUG FIR 5 58.3 16.9 66 22.1 90.7 8,654 8,385 2,716 2,716 TOTAL 15 228.2 14.8 60 70.8 272.2 26,478 25,601 8,107 8,107

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

CL: 68.1 % COEFF TREES/ACRE # OF PLOTS REQ. INF. POP. SD: 1.0 VAR.% S.E.% LOW AVG HIGH 5 7 10 WHEMLOCK 69.9 48.4 88 170 252 DOUG FIR 89.3 61.9 22 58 94 TOTAL 32.6 22.6 177 228 280 61 31 15

CL: 68.1 % COEFF BASAL AREA/ACRE # OF PLOTS REQ. INF. POP. SD: 1.0 VAR.% S.E.% LOW AVG HIGH 5 7 10 WHEMLOCK 45.8 31.7 124 181 239 DOUG FIR 91.7 63.5 33 91 148 TOTAL 272 272 272

CL: 68.1 % COEFF NET BF/ACRE # OF PLOTS REQ. INF. POP. SD: 1.0 VAR.% S.E.% LOW AVG HIGH 5 7 10 WHEMLOCK 41.0 28.4 12,325 17,216 22,107 DOUG FIR 94.5 65.5 2,895 8,385 13,875 TOTAL 3.5 2.4 24,989 25,601 26,213 1 0 0

CL: 68.1 % COEFF V-BAR/ACRE # OF PLOTS REQ. INF. POP. SD: 1.0 VAR.% S.E.% LOW AVG HIGH 5 7 10 WHEMLOCK 41.0 28.4 68 95 122 DOUG FIR 94.5 65.5 32 92 153 TOTAL 3.5 2.4 92 94 96 1 0 0

Page 1 T TSPCSTGR Species, Sort Grade - Board Foot Volumes (Type) Project: SEKIU Date 7/17/2018 Time 7:41:28AM

T000 R000 S00 TU5 T000 R000 S00 TU5 Twp Rge Sec Tract Type Acres Plots Sample Trees CuFt BdFt 000 000 00 DIVIDE U5 2.10 2 10 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 T Spp rt ad BdFt Def% Gross Net Net MBF 5-7 8-11 12-15 16+ 12-20 21-30 31-35 36-99 Ft In Ft Lf /Acre Grade DF D 2S 36 1.7 7,234 7,110 15 100 100 40 13 221 1.70 32.2 DF D 3S 52 3.9 10,444 10,041 21 10 90 10 90 39 9 125 1.05 80.3 DF D 4S 12 2,316 2,316 5 100 78 22 28 5 32 0.38 73.0

DF Totals 71 2.6 19,994 19,466 41 17 47 37 9 8 83 35 8 105 0.97 185.5

WH D 3S 83 2.2 6,894 6,740 14 100 100 40 8 102 0.81 66.3 WH D 4S 17 1,327 1,327 3 100 77 23 17 5 20 0.27 66.3

WH Totals 29 1.9 8,220 8,066 17 16 84 13 4 84 29 7 61 0.65 132.7

Type Totals 2.4 28,215 27,532 58 17 57 26 4 8 5 83 32 8 87 0.85 318.2 TC TSTATS STATISTICS PAGE 1 PROJECT SEKIU DATE 7/17/2018 TWP RGE SECT TRACT TYPE ACRES PLOTS TREES CuFt BdFt 000 000 00 DIVIDE U5 2.10 2 10 S W

ESTIMATED PERCENT TREES TOTAL SAMPLE PLOTS TREES PER PLOT TREES TREES

TOTAL 2 10 5.0 CRUISE 2 10 5.0 334 3.0 DBH COUNT REFOREST COUNT 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 7 92.8 19.4 72 43.3 190.5 19,994 19,466 6,233 6,233 WHEMLOCK 3 66.3 15.0 61 21.1 81.7 8,220 8,066 2,464 2,464 TOTAL 10 159.1 17.7 67 64.7 272.2 28,215 27,532 8,697 8,697

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

CL: 68.1 % COEFF TREES/ACRE # OF PLOTS REQ. INF. POP. SD: 1.0 VAR.% S.E.% LOW AVG HIGH 5 7 10 DOUG FIR 27.7 25.9 69 93 117 WHEMLOCK 32.8 30.8 46 66 87 TOTAL 2.4 2.3 155 159 163 0 0 0

CL: 68.1 % COEFF BASAL AREA/ACRE # OF PLOTS REQ. INF. POP. SD: 1.0 VAR.% S.E.% LOW AVG HIGH 5 7 10 DOUG FIR 20.2 18.9 154 191 227 WHEMLOCK 47.1 44.2 46 82 118 TOTAL 272 272 272

CL: 68.1 % COEFF NET BF/ACRE # OF PLOTS REQ. INF. POP. SD: 1.0 VAR.% S.E.% LOW AVG HIGH 5 7 10 DOUG FIR 26.9 25.3 14,551 19,466 24,381 WHEMLOCK 43.2 40.5 4,799 8,066 11,334 TOTAL 6.4 6.0 25,884 27,532 29,181 3 1 1

CL: 68.1 % COEFF V-BAR/ACRE # OF PLOTS REQ. INF. POP. SD: 1.0 VAR.% S.E.% LOW AVG HIGH 5 7 10 DOUG FIR 26.9 25.3 76 102 128 WHEMLOCK 43.2 40.5 59 99 139 TOTAL 6.4 6.0 95 101 107 3 1 1

Page 1 T TSPCSTGR Species, Sort Grade - Board Foot Volumes (Type) Project: SEKIU Date 7/17/2018 Time 7:41:28AM

T000 R000 S00 TU6 T000 R000 S00 TU6 Twp Rge Sec Tract Type Acres Plots Sample Trees CuFt BdFt 000 000 00 DIVIDE U6 70.20 35 57 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 T Spp rt ad BdFt Def% Gross Net Net MBF 5-7 8-11 12-15 16+ 12-20 21-30 31-35 36-99 Ft In Ft Lf /Acre Grade WH D 2S 13 6.3 2,188 2,051 144 100 100 40 13 209 1.71 9.8 WH D 3S 63 3.8 10,115 9,726 683 15 85 10 90 39 8 90 0.75 107.6 WH D 4S 22 3,343 3,343 235 100 40 39 21 21 5 24 0.31 140.5 WH D UT 2 178 178 12 100 100 14 5 10 0.20 17.8

WH Totals 63 3.3 15,825 15,299 1,074 32 54 13 10 9 11 70 28 7 55 0.62 275.7

DF D 2S 24 1.7 2,217 2,179 153 100 100 40 13 221 1.70 9.9 DF D 3S 63 4.4 5,891 5,629 395 11 89 11 89 39 9 124 1.03 45.5 DF D 4S 12 .0 1,111 1,111 78 100 69 14 17 29 5 32 0.38 34.2 DF D UT 1 38 38 3 100 100 11 5 4 0.16 9.1

DF Totals 37 3.2 9,257 8,957 629 20 56 24 0 9 9 82 33 8 91 0.88 98.7

RA D 4S 100 87 87 6 100 100 40 6 60 0.49 1.5 RA D UT 9 5 0.00 1.5

RA Totals 0 87 87 6 100 100 25 6 30 0.40 2.9

RC D 3S 100 16.7 74 62 4 100 100 36 6 50 0.56 1.2 RC D 4S 9 5 0.00 1.2

RC Totals 0 16.7 74 62 4 100 100 23 6 25 0.45 2.5

Type Totals 3.3 25,244 24,405 1,713 28 55 17 6 8 10 75 29 7 64 0.69 379.8 TC TSTATS STATISTICS PAGE 1 PROJECT SEKIU DATE 7/17/2018 TWP RGE SECT TRACT TYPE ACRES PLOTS TREES CuFt BdFt 000 000 00 DIVIDE U6 70.20 35 174 S W

ESTIMATED PERCENT TREES TOTAL SAMPLE PLOTS TREES PER PLOT TREES TREES

TOTAL 35 174 5.0 CRUISE 12 57 4.8 13,956 .4 DBH COUNT REFOREST COUNT 23 117 5.1 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 WHEMLOCK 33 146.7 14.1 58 42.6 160.2 15,825 15,299 4,756 4,757 DOUG FIR 22 49.4 18.5 69 21.4 91.8 9,257 8,957 2,877 2,878 R ALDER 1 1.5 12.0 57 0.3 1.1 87 87 29 29 WR CEDAR 1 1.2 13.0 52 0.3 1.1 74 62 25 25 TOTAL 57 198.8 15.3 61 65.0 254.3 25,244 24,405 7,686 7,688

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

CL: 68.1 % COEFF TREES/ACRE # OF PLOTS REQ. INF. POP. SD: 1.0 VAR.% S.E.% LOW AVG HIGH 5 7 10 WHEMLOCK 77.6 13.1 127 147 166 DOUG FIR 77.7 13.1 43 49 56 R ALDER 591.6 100.0 0 1 3 WR CEDAR 591.6 100.0 0 1 2 TOTAL 48.9 8.3 182 199 215 96 49 24

CL: 68.1 % COEFF BASAL AREA/ACRE # OF PLOTS REQ. INF. POP. SD: 1.0 VAR.% S.E.% LOW AVG HIGH 5 7 10 WHEMLOCK 72.8 12.3 141 160 180 DOUG FIR 78.5 13.3 80 92 104 R ALDER 591.6 100.0 0 1 2 WR CEDAR 591.6 100.0 0 1 2 TOTAL 37.4 6.3 238 254 270 56 29 14

CL: 68.1 % COEFF NET BF/ACRE # OF PLOTS REQ. INF. POP. SD: 1.0 VAR.% S.E.% LOW AVG HIGH 5 7 10 WHEMLOCK 71.6 12.1 13,448 15,299 17,149 DOUG FIR 80.5 13.6 7,739 8,957 10,175 R ALDER 591.6 100.0 0 87 175 WR CEDAR 591.6 100.0 0 62 124 TOTAL 37.7 6.4 22,849 24,405 25,961 57 29 14

CL: 68.1 % COEFF V-BAR/ACRE # OF PLOTS REQ. INF. POP. SD: 1.0 VAR.% S.E.% LOW AVG HIGH 5 7 10 WHEMLOCK 84 95 107 DOUG FIR 84 98 111 R ALDER 591.6 100.0 0 76 153 WR CEDAR 591.6 100.0 0 54 108 TOTAL 296.5 50.1 90 96 102 3,516 1,794 879

TC PSPCTLTCM Species Summary - Trees, Logs, Tons, CCF, MBF

T000 R000 S00 TyU1 11.60 Project SEKIU Page No 1 T000 R000 S00 TyU2 21.80 Acres 113.20 Date: 7/17/2018 T000 R000 S00 TyU6 70.20 Time 7:41:28AM

Total Total Total Net Cubic Ft/ CF/ Total CCF Total MBF S Species T Trees Logs Tons Tree Log LF Gross Net Gross Net

WHEMLOCK 17,002 31,949 17,589 32.33 17.21 0.63 5,497 5,497 1,831 1,769 DOUG FIR 5,747 11,493 9,093 55.55 27.77 0.86 3,191 3,192 1,024 991 R ALDER 435 870 235 19.63 9.82 0.39 85 85 26 26 WR CEDAR 303 606 125 17.60 8.80 0.43 53 53 16 14

Totals 23,487 44,919 27,043 37.59 19.65 0.69 8,826 8,828 2,897 2,801

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 23,051 44,049 26,808 37.93 19.85 0.70 8,740 8,743 2,871 2,774 H 435 870 235 19.63 9.82 0.39 85 85 26 26

Totals 23,487 44,919 27,043 37.59 19.65 0.69 8,826 8,828 2,897 2,801 \\dnr\divisions\temp\kpet490_20180710.104623\1.pdf

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Cruiser Sample Point Locations LAYER NAME: sekiu_divide_lrm Township: T32R13W POLY ID: 1 Total Sample Points: 11 Acres: 22 Spacing Between Points: Width: 290 Height: 290 Point Rotation Degrees: 0

Legend

! Sample Points 0 80 160 320 480 640

Feet Unit

Scale 1:2,900 Public Land Survey Sections

Contours 40-foot Ü Washington State Department of Natural Resources Hilary Franz, Commissioner of Public Lands Jul 10, 2018 10:46 AM \\dnr\divisions\temp\kpet490_20180710.104729\1.pdf

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Cruiser Sample Point Locations LAYER NAME: sekiu_divide_lrm Township: T32R13W POLY ID: 1 Total Sample Points: 7 Acres: 12 Spacing Between Points: Width: 290 Height: 290 Point Rotation Degrees: 0

Legend

! Sample Points 0 70 140 280 420 560

Feet Unit

Scale 1:2,500 Public Land Survey Sections

Contours 40-foot Ü Washington State Department of Natural Resources Hilary Franz, Commissioner of Public Lands Jul 10, 2018 10:48 AM \\dnr\divisions\temp\kpet490_20180710.104838\1.pdf

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8 8 0 7 0 4 20 0 480 1 Cruiser Sample Point Locations LAYER NAME: sekiu_divide_lrm Township: T32R14W POLY ID: 1 Total Sample Points: 34 Acres: 70 Spacing Between Points: Width: 290 Height: 290 Point Rotation Degrees: 0

Legend

! Sample Points 0 180 360 720 1,080 1,440

Feet Unit

Scale 1:6,300 Public Land Survey Sections

Contours 40-foot Ü Washington State Department of Natural Resources Hilary Franz, Commissioner of Public Lands Jul 10, 2018 10:49 AM \\dnr\divisions\temp\kpet490_20180710.104949\1.pdf

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Cruiser Sample Point Locations LAYER NAME: sekiu_divide_lrm Township: T32R14W POLY ID: 1 Total Sample Points: 5 Acres: 2 Spacing Between Points: 125 Point Rotation Degrees: 0

Legend

! Sample Points 0 20 40 80 120 160

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Scale 1:810 Public Land Survey Sections

Contours 40-foot Ü Washington State Department of Natural Resources Hilary Franz, Commissioner of Public Lands Jul 10, 2018 10:50 AM \\dnr\divisions\temp\kpet490_20180710.105058\1.pdf

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Cruiser Sample Point Locations LAYER NAME: sekiu_divide_lrm Township: T32R14W POLY ID: 1 Total Sample Points: 5 Acres: acres Spacing Between Points: 200 Point Rotation Degrees: 0

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Feet Unit

Scale 1:1,200 Public Land Survey Sections

Contours 40-foot Ü Washington State Department of Natural Resources Hilary Franz, Commissioner of Public Lands Jul 10, 2018 10:51 AM \\dnr\divisions\temp\kpet490_20180710.105200\1.pdf

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Cruiser Sample Point Locations LAYER NAME: sekiu_divide_lrm Township: T32R14W POLY ID: 1 Total Sample Points: 6 Acres: 2 Spacing Between Points: 125 Point Rotation Degrees: 0

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! Sample Points 0 25 50 100 150 200

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Scale 1:890 Public Land Survey Sections

Contours 40-foot Ü Washington State Department of Natural Resources Hilary Franz, Commissioner of Public Lands Jul 10, 2018 10:52 AM Page 1 T TSPCSTGR Species, Sort Grade - Board Foot Volumes (Type) Project: SEKIU Date 11/13/2017 Time 11:42:56AM

T032 R013 S31 TU1 T032 R013 S31 TU1 Twp Rge Sec Tract Type Acres Plots Sample Trees CuFt BdFt 032 013 31 SUN U1 46.50 19 104 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 T Spp rt ad BdFt Def% Gross Net Net MBF 5-7 8-11 12-15 16+ 12-20 21-30 31-35 36-99 Ft In Ft Lf /Acre Grade DF D 2S 50 4.6 5,550 5,295 246 84 16 100 36 13 232 1.74 22.8 DF D 3S 35 6.0 3,867 3,635 169 10 80 11 100 36 9 104 0.98 35.0 DF D 4S 14 1.3 1,405 1,386 64 96 4 16 34 32 18 27 6 34 0.47 40.7 DF D UT 1 82 82 4 100 100 27 5 30 0.34 2.7

DF Totals 41 4.6 10,904 10,398 484 17 28 47 8 2 5 4 88 32 8 103 0.99 101.2

DF T D 2S 11 456 456 21 100 100 36 12 180 1.38 2.5 DF T D 3S 75 2.0 3,197 3,133 146 4 96 4 96 36 10 126 1.03 24.8 DF T D 4S 14 5.5 573 542 25 100 45 31 24 31 5 30 0.36 18.0

DF T Totals 16 2.3 4,226 4,130 192 16 73 11 6 7 87 34 8 91 0.80 45.4

WH D 2S 57 3.1 4,281 4,147 193 100 100 36 13 225 1.58 18.4 WH D 3S 26 2.3 1,989 1,944 90 77 23 100 36 10 130 1.12 15.0 WH D 4S 16 6.0 1,176 1,105 51 100 7 36 57 28 6 37 0.51 29.6 WH D UT 1 69 69 3 100 100 10 5 10 0.29 6.9

WH Totals 29 3.3 7,515 7,264 338 16 21 63 2 6 92 30 9 104 0.99 69.9

WH T D 2S 35 5.0 816 776 36 100 100 36 13 190 1.37 4.1 WH T D 3S 53 4.1 1,199 1,149 53 11 54 35 100 36 9 113 0.92 10.2 WH T D 4S 12 16.3 291 244 11 100 28 19 54 26 5 24 0.40 10.2

WH T Totals 9 6.0 2,307 2,169 101 17 29 55 3 2 6 89 32 8 89 0.82 24.4

RA D 4S 86 9.1 560 509 24 100 44 56 34 6 47 0.53 10.7 RA D UT 14 77 77 4 100 100 10 5 10 0.19 7.7

RA Totals 2 8.0 637 586 27 100 13 38 48 24 6 32 0.47 18.4

RA T D 4S 39 25.0 140 105 5 100 100 30 6 30 0.37 3.5 RA T D UT 61 162 162 8 100 100 15 5 20 0.17 8.1

RA T Totals 1 11.6 302 267 12 100 61 39 20 5 23 0.26 11.6

SF D 2S 86 3.8 343 330 15 100 100 36 14 250 2.83 1.3 SF D 4S 14 53 53 2 100 100 26 7 40 0.67 1.3

SF Totals 2 3.3 396 383 18 14 86 14 86 31 11 145 1.92 2.6

SS D 2S 85 5.6 175 165 8 100 100 36 12 170 1.96 1.0 SS D 4S 15 29 29 1 100 100 24 6 30 0.49 1.0

SS Totals 1 4.8 204 194 9 15 85 15 85 30 9 100 1.37 1.9

Type Totals 4.1 26,491 25,392 1,181 19 32 46 3 3 7 3 87 31 8 92 0.91 275.6 TC TSTATS STATISTICS PAGE 1 PROJECT SEKIU DATE 11/13/2017 TWP RGE SECT TRACT TYPE ACRES PLOTS TREES CuFt BdFt 032 013 31 SUN U1 46.50 19 104 S W

ESTIMATED PERCENT TREES TOTAL SAMPLE PLOTS TREES PER PLOT TREES TREES

TOTAL 19 104 5.5 CRUISE 10 61 6.1 7,061 .9 DBH COUNT REFOREST COUNT 9 43 4.8 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 25 50.6 19.4 68 23.6 103.8 10,904 10,398 3,213 3,213 DOUG FIR-T 8 24.8 17.6 68 10.0 42.0 4,226 4,130 1,239 1,239 WHEMLOCK 15 39.6 17.9 61 16.4 69.2 7,515 7,264 2,094 2,091 WHEMLOCK-T 5 12.2 17.2 68 4.8 19.8 2,307 2,169 642 643 R ALDER 4 10.7 12.0 51 2.4 8.4 637 586 205 207 R ALDER-T 2 11.6 8.2 28 1.5 4.2 302 267 59 59 PS FIR 1 1.3 26.2 64 1.0 4.9 396 383 157 157 S SPRUCE 1 1.0 21.6 62 0.5 2.5 204 194 80 80 TOTAL 61 151.8 17.5 62 60.8 254.8 26,491 25,392 7,690 7,690

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 40.2 8.2 214 234 253 DOUG FIR-T 21.0 7.9 158 171 185 WHEMLOCK 44.4 11.9 196 222 248 WHEMLOCK-T 35.0 17.4 155 188 221 R ALDER 38.6 22.1 45 58 70 R ALDER-T 28.3 26.5 18 25 32 PS FIR S SPRUCE TOTAL 48.5 6.2 188 201 213 94 24 10

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 93.7 22.1 39 51 62 DOUG FIR-T 88.2 20.8 20 25 30 WHEMLOCK 102.6 24.2 30 40 49 WHEMLOCK-T 141.6 33.4 8 12 16 R ALDER 435.9 102.8 11 22 R ALDER-T 435.9 102.8 12 24 PS FIR 299.5 70.6 0 1 2 S SPRUCE 435.9 102.8 1 2 TOTAL 66.9 15.8 128 152 176 189 47 21

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 77.7 18.3 85 104 123 DOUG FIR-T 82.4 19.4 34 42 50 WHEMLOCK 102.1 24.1 53 69 86 WHEMLOCK-T 144.2 34.0 13 20 26 R ALDER 435.9 102.8 8 17 R ALDER-T 435.9 102.8 4 9 TC TSTATS STATISTICS PAGE 2 PROJECT SEKIU DATE 11/13/2017 TWP RGE SECT TRACT TYPE ACRES PLOTS TREES CuFt BdFt 032 013 31 SUN U1 46.50 19 104 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

PS FIR 299.5 70.6 1 5 8 S SPRUCE 435.9 102.8 2 5 TOTAL 29.1 6.9 237 255 272 36 9 4

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 76.1 17.9 8,533 10,398 12,264 DOUG FIR-T 83.6 19.7 3,316 4,130 4,945 WHEMLOCK 110.1 26.0 5,378 7,264 9,151 WHEMLOCK-T 153.9 36.3 1,382 2,169 2,957 R ALDER 435.9 102.8 586 1,188 R ALDER-T 435.9 102.8 267 542 PS FIR 299.5 70.6 112 383 653 S SPRUCE 435.9 102.8 194 394 TOTAL 32.0 7.6 23,475 25,392 27,310 43 11 5

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 82 100 118 DOUG FIR-T 79 98 118 WHEMLOCK 56.4 13.3 78 105 132 WHEMLOCK-T 119.5 28.2 70 110 150 R ALDER 435.9 102.8 70 141 R ALDER-T 435.9 102.8 63 129 PS FIR 199.0 46.9 23 77 132 S SPRUCE 435.9 102.8 79 159 TOTAL 155.0 36.5 92 100 107 1,015 254 113

Stand Table Summary TC TSTNDSUM Project SEKIU T032 R013 S31 TU1 T032 R013 S31 TU1 Page: 1 Twp Rge Sec Tract Type Acres Plots Sample Trees Date: 11/13/2017 032 013 31 SUN U1 46.50 19 104 Time: 11:42:56AM Av Average Log Net Net T o t a l s S Sample FF Ht Trees/ BA/ Logs Net Net Tons/ Cu.Ft. Bd.Ft. Spc T DBH Trees 16' Tot Acre Acre Acre Cu.Ft. Bd.Ft. Acre Acre Acre Tons Cunits MBF DF 14 2 84 77 7.499 8.30 15.00 16.0 54.9 6.86 240 823 319 112 38 DF 15 2 84 74 7.095 8.30 14.19 15.1 47.4 6.12 215 673 284 100 31 DF 17 1 83 81 2.729 4.15 5.46 22.1 85.0 3.43 121 464 160 56 22 DF 18 1 85 87 2.430 4.15 4.86 26.4 85.0 3.67 128 413 171 60 19 DF 19 3 82 98 6.195 12.45 12.39 34.2 108.3 12.06 424 1,341 561 197 62 DF 20 2 85 91 3.768 8.30 7.54 36.7 130.0 7.86 277 980 366 129 46 DF 21 5 82 85 8.570 20.76 17.14 38.0 124.8 18.53 651 2,139 861 303 99 DF 22 2 78 83 3.233 8.30 6.47 40.1 117.8 7.40 259 762 344 120 35 DF 23 3 75 85 4.407 12.45 8.81 42.4 122.3 10.67 374 1,078 496 174 50 DF 24 1 86 87 1.367 4.15 2.73 49.0 175.0 3.81 134 478 177 62 22 DF 25 1 85 93 1.208 4.15 2.42 55.8 210.0 3.84 135 507 179 63 24 DF 26 1 86 81 1.143 4.15 2.29 55.0 200.0 3.59 126 457 167 59 21 DF 28 1 69 87 .971 4.15 1.94 67.7 145.0 3.73 131 282 174 61 13

DF Totals 25 82 84 50.615 103.78 101.23 31.7 102.7 91.58 3,213 10,398 4,259 1,494 484

WH 11 1 82 47 6.989 4.61 6.99 11.0 30.0 2.49 77 210 116 36 10 WH 13 1 83 60 4.710 4.61 9.42 11.4 30.0 3.50 107 283 163 50 13 WH 18 1 76 71 2.639 4.61 5.28 26.0 80.0 4.40 137 422 205 64 20 WH 19 4 83 82 9.375 18.45 16.48 33.7 119.3 17.80 556 1,966 828 259 91 WH 20 2 84 77 4.381 9.23 8.76 31.1 100.2 8.71 272 878 405 127 41 WH 21 5 87 88 9.706 23.06 19.41 39.5 145.7 24.53 767 2,829 1,141 357 132 WH 22 1 86 99 1.780 4.61 3.56 49.0 190.0 5.58 174 676 259 81 31

WH Totals 15 84 74 39.580 69.19 69.90 29.9 103.9 67.01 2,091 7,264 3,116 972 338

DF T 15 1 86 74 4.222 5.25 4.22 27.2 100.0 3.27 115 422 152 53 20 DF T 17 3 82 90 9.933 15.75 19.87 25.0 85.0 14.14 496 1,689 658 231 79 DF T 18 2 83 81 5.750 10.50 11.50 26.4 90.1 8.64 303 1,036 402 141 48 DF T 20 2 78 86 4.891 10.50 9.78 33.2 100.5 9.25 325 983 430 151 46

DF Totals 8 82 85 24.797 42.01 45.37 27.3 91.0 35.31 1,239 4,130 1,642 576 192

WH T 15 1 81 71 3.401 3.95 6.80 16.2 50.0 3.54 111 340 164 51 16 WH T 17 1 85 86 2.479 3.95 4.96 26.6 80.0 4.20 132 397 195 61 18 WH T 18 1 87 80 2.262 3.95 4.52 27.5 100.0 3.98 124 452 185 58 21 WH T 19 2 85 94 4.080 7.91 8.16 33.9 120.1 8.82 276 980 410 129 46

WH Totals 5 84 83 12.222 19.77 24.44 26.3 88.7 20.54 643 2,169 955 299 101

RA 11 2 82 57 6.394 4.21 9.77 9.1 26.5 2.41 89 259 112 41 12 RA 13 1 82 66 2.284 2.11 4.57 12.8 40.0 1.61 58 183 75 27 8 RA 14 1 83 66 2.057 2.11 4.11 14.5 35.0 1.63 60 144 76 28 7

RA Totals 4 82 60 10.735 8.42 18.45 11.2 31.8 5.65 207 586 263 96 27

SF 26 1 73 80 1.320 4.94 2.64 59.6 145.0 4.51 157 383 210 73 18

SF Totals 1 73 80 1.320 4.94 2.64 59.6 145.0 4.51 157 383 210 73 18

RA T 7 1 82 21 8.107 2.11 8.11 2.5 20.0 .56 20 162 26 9 8 RA T 11 1 82 53 3.501 2.11 3.50 11.0 30.0 1.07 39 105 50 18 5

RA Totals 2 82 31 11.608 4.21 11.61 5.1 23.0 1.63 59 267 76 27 12

SS 22 1 74 77 .971 2.47 1.94 41.2 100.0 2.08 80 194 97 37 9

SS Totals 1 74 77 .971 2.47 1.94 41.2 100.0 2.08 80 194 97 37 9

Totals 61 83 76 151.849 254.79 275.58 27.9 92.1 228.31 7690 25,392 10,616 3,576 1,181 Page 1 T TSPCSTGR Species, Sort Grade - Board Foot Volumes (Type) Project: SEKIU Date 11/13/2017 Time 11:45:03AM

T032 R013 S31 TU2 T032 R013 S31 TU2 Twp Rge Sec Tract Type Acres Plots Sample Trees CuFt BdFt 032 013 31 SUN U2 19.50 9 38 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 T Spp rt ad BdFt Def% Gross Net Net MBF 5-7 8-11 12-15 16+ 12-20 21-30 31-35 36-99 Ft In Ft Lf /Acre Grade DF D 3S 68 7.2 6,817 6,324 123 60 40 8 92 35 7 64 0.59 98.3 DF D 4S 24 2,210 2,210 43 78 22 25 75 22 5 25 0.35 87.1 DF D UT 8 679 679 13 100 56 44 14 5 14 0.22 48.2

DF Totals 66 5.1 9,705 9,213 180 67 33 10 27 63 26 6 39 0.47 233.6

DF T D 3S 43 16.7 2,163 1,803 35 100 100 36 6 50 0.54 36.1 DF T D 4S 50 12.4 2,402 2,103 41 100 15 85 23 5 24 0.27 88.1 DF T D UT 7 251 251 5 100 100 10 5 10 0.19 25.1

DF T Totals 30 13.7 4,817 4,157 81 100 14 43 43 24 5 28 0.36 149.3

WH D 4S 100 237 237 5 100 100 32 5 30 0.40 7.9

WH Totals 2 237 237 5 100 100 32 5 30 0.40 7.9

RA D 4S 100 255 255 5 100 100 21 5 20 0.24 12.7

RA Totals 2 255 255 5 100 100 21 5 20 0.24 12.7

Type Totals 7.7 15,014 13,862 270 78 22 11 32 2 55 25 6 34 0.43 403.5 TC TSTATS STATISTICS PAGE 1 PROJECT SEKIU DATE 11/13/2017 TWP RGE SECT TRACT TYPE ACRES PLOTS TREES CuFt BdFt 032 013 31 SUN U2 19.50 9 38 S W

ESTIMATED PERCENT TREES TOTAL SAMPLE PLOTS TREES PER PLOT TREES TREES

TOTAL 9 38 4.2 CRUISE 5 21 4.2 5,044 .4 DBH COUNT REFOREST COUNT 4 16 4.0 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 13 136.6 12.7 54 33.7 120.0 9,705 9,213 2,860 2,867 DOUG FIR-T 6 101.4 10.6 47 19.2 62.6 4,817 4,157 1,303 1,312 WHEMLOCK 1 7.9 11.0 39 1.6 5.2 237 237 101 101 R ALDER 1 12.7 8.0 30 1.6 4.4 255 255 65 64 TOTAL 21 258.7 11.7 50 56.3 192.2 15,014 13,862 4,329 4,343

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 42.9 12.4 65 75 84 DOUG FIR-T 40.2 17.9 40 48 57 WHEMLOCK R ALDER TOTAL 50.9 11.4 55 62 69 109 27 12

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 43.4 15.3 116 137 158 DOUG FIR-T 71.0 25.1 76 101 127 WHEMLOCK 300.0 106.0 8 16 R ALDER 300.0 106.0 13 26 TOTAL 34.8 12.3 227 259 291 54 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 28.4 10.0 108 120 132 DOUG FIR-T 53.0 18.7 51 63 74 WHEMLOCK 300.0 106.0 5 11 R ALDER 300.0 106.0 4 9 TOTAL 14.8 5.2 182 192 202 10 2 1

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 33.3 11.7 8,130 9,213 10,295 DOUG FIR-T 51.8 18.3 3,396 4,157 4,919 WHEMLOCK 300.0 106.0 237 488 R ALDER 300.0 106.0 255 525 TOTAL 21.2 7.5 12,822 13,862 14,902 20 5 2

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 68 77 86 DOUG FIR-T 54 66 79 WHEMLOCK 300.0 106.0 45 94 TC TSTATS STATISTICS PAGE 2 PROJECT SEKIU DATE 11/13/2017 TWP RGE SECT TRACT TYPE ACRES PLOTS TREES CuFt BdFt 032 013 31 SUN U2 19.50 9 38 S W

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

R ALDER 300.0 106.0 57 118 TOTAL 160.4 56.7 67 72 78 1,156 289 128

Stand Table Summary TC TSTNDSUM Project SEKIU T032 R013 S31 TU2 T032 R013 S31 TU2 Page: 1 Twp Rge Sec Tract Type Acres Plots Sample Trees Date: 11/13/2017 032 013 31 SUN U2 19.50 9 38 Time: 11:45:03AM Av Average Log Net Net T o t a l s S Sample FF Ht Trees/ BA/ Logs Net Net Tons/ Cu.Ft. Bd.Ft. Spc T DBH Trees 16' Tot Acre Acre Acre Cu.Ft. Bd.Ft. Acre Acre Acre Tons Cunits MBF DF 10 1 85 81 16.589 9.23 33.18 6.8 35.0 6.45 226 1,161 126 44 23 DF 11 2 78 46 28.515 18.46 28.51 10.7 30.0 8.67 304 855 169 59 17 DF 12 3 80 70 33.748 27.69 56.31 11.6 36.0 18.47 655 2,029 360 128 40 DF 13 3 77 67 29.734 27.69 59.47 11.0 35.0 18.70 656 2,080 365 128 41 DF 15 3 80 72 22.881 27.69 45.76 16.3 51.7 21.26 746 2,364 415 145 46 DF 18 1 75 81 5.165 9.23 10.33 27.0 70.0 7.97 279 723 155 54 14

DF Totals 13 79 67 136.632 119.98 233.56 12.3 39.4 81.51 2,867 9,213 1,590 559 180

DF T 8 1 85 46 29.889 10.43 29.89 5.0 20.0 4.30 151 598 84 29 12 DF T 9 1 86 46 23.616 10.43 23.62 7.0 30.0 4.74 166 708 92 32 14 DF T 12 2 77 71 26.568 20.87 53.14 9.8 30.0 14.64 522 1,594 285 102 31 DF T 13 1 78 54 11.860 10.43 23.72 8.9 25.0 6.04 212 593 118 41 12 DF T 14 1 77 74 9.487 10.43 18.97 13.7 35.0 7.43 260 664 145 51 13

DF Totals 6 82 56 101.421 62.60 149.34 8.8 27.8 37.15 1,312 4,157 724 256 81

RA 8 1 81 34 12.732 4.44 12.73 5.0 20.0 1.78 64 255 35 12 5

RA Totals 1 81 34 12.732 4.44 12.73 5.0 20.0 1.78 64 255 35 12 5

WH 11 1 78 46 7.905 5.22 7.90 12.7 30.0 3.22 101 237 63 20 5

WH Totals 1 78 46 7.905 5.22 7.90 12.7 30.0 3.22 101 237 63 20 5

Totals 21 80 60 258.690 192.24 403.54 10.8 34.4 123.67 4343 13,862 2,412 847 270 Page 1 T TSPCSTGR Species, Sort Grade - Board Foot Volumes (Type) Project: SEKIU Date 11/13/2017 Time 11:46:18AM

T032 R013 S31 TU3 T032 R013 S31 TU3 Twp Rge Sec Tract Type Acres Plots Sample Trees CuFt BdFt 032 013 31 SUN U3 53.30 17 34 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 T Spp rt ad BdFt Def% Gross Net Net MBF 5-7 8-11 12-15 16+ 12-20 21-30 31-35 36-99 Ft In Ft Lf /Acre Grade DF T D 2S 44 11.5 8,066 7,138 380 86 14 100 36 13 213 1.87 33.5 DF T D 3S 39 8.0 6,913 6,363 339 9 91 5 2 93 35 9 104 0.96 60.9 DF T D 4S 16 18.2 3,058 2,501 133 87 13 6 33 30 32 30 6 34 0.50 73.2 DF T D UT 1 82 82 4 100 100 13 6 10 0.27 8.2

DF T Totals 68 11.2 18,120 16,083 857 18 38 38 6 1 7 5 86 32 8 91 0.96 175.8

WH T D 2S 40 3.9 3,050 2,930 156 100 100 36 13 212 1.50 13.8 WH T D 3S 28 2,066 2,066 110 100 100 36 9 110 0.88 18.7 WH T D 4S 32 2,269 2,269 121 100 41 59 30 5 33 0.35 69.0

WH T Totals 31 1.6 7,385 7,265 387 31 28 40 13 18 69 32 7 72 0.63 101.5

RA T D 4S 100 180 180 10 100 100 27 5 30 0.46 6.0

RA T Totals 1 180 180 10 100 100 27 5 30 0.46 6.0

Type Totals 8.4 25,684 23,528 1,254 22 35 38 4 1 9 9 80 32 8 83 0.84 283.3 TC TSTATS STATISTICS PAGE 1 PROJECT SEKIU DATE 11/13/2017 TWP RGE SECT TRACT TYPE ACRES PLOTS TREES CuFt BdFt 032 013 31 SUN U3 53.30 17 81 S W

ESTIMATED PERCENT TREES TOTAL SAMPLE PLOTS TREES PER PLOT TREES TREES

TOTAL 17 81 4.8 CRUISE 8 34 4.3 8,778 .4 DBH COUNT REFOREST COUNT 9 44 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-T 25 85.7 19.4 69 40.0 176.2 18,120 16,083 5,415 5,421 WHEMLOCK-T 8 73.0 13.9 49 20.6 76.9 7,385 7,265 2,067 2,065 R ALDER-T 1 6.0 12.0 30 1.4 4.7 180 180 75 75 TOTAL 34 164.7 16.9 59 62.6 257.7 25,684 23,528 7,557 7,561

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-T 56.0 11.4 190 214 238 WHEMLOCK-T 79.1 29.9 105 150 195 R ALDER-T TOTAL 63.3 10.9 173 194 215 160 40 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-T 47.0 11.8 76 86 96 WHEMLOCK-T 77.8 19.4 59 73 87 R ALDER-T 282.3 70.6 2 6 10 TOTAL 21.1 5.3 156 165 173 19 5 2

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-T 45.8 11.4 156 176 196 WHEMLOCK-T 75.4 18.8 62 77 91 R ALDER-T 282.3 70.6 1 5 8 TOTAL 19.0 4.7 245 258 270 15 4 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-T 57.9 14.5 13,756 16,083 18,411 WHEMLOCK-T 74.7 18.7 5,908 7,265 8,622 R ALDER-T 282.3 70.6 53 180 307 TOTAL 30.5 7.6 21,734 23,528 25,323 40 10 4

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-T 78 91 105 WHEMLOCK-T 77 95 112 R ALDER-T 185.8 46.5 11 38 65 TOTAL 235.6 58.9 84 91 98 2,360 590 262

Page 1 T TSPCSTGR Species, Sort Grade - Board Foot Volumes (Type) Project: SEKIU Date 11/13/2017 Time 11:47:28AM

T032 R013 S31 TU4 T032 R013 S31 TU4 Twp Rge Sec Tract Type Acres Plots Sample Trees CuFt BdFt 032 013 31 SUN U4 69.90 30 155 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 T Spp rt ad BdFt Def% Gross Net Net MBF 5-7 8-11 12-15 16+ 12-20 21-30 31-35 36-99 Ft In Ft Lf /Acre Grade DF D 2S 4 15.1 637 540 38 100 100 36 12 167 1.77 3.2 DF D 3S 71 12.9 9,039 7,872 550 1 95 3 100 36 9 105 0.88 75.0 DF D 4S 21 4.6 2,552 2,434 170 100 59 31 10 29 5 30 0.34 80.1 DF D UT 4 10.7 381 340 24 16 84 16 84 16 7 45 0.71 7.6

DF Totals 42 11.3 12,608 11,187 782 23 67 10 0 15 7 77 32 7 67 0.66 165.9

DF T D 3S 65 8.4 3,975 3,642 255 32 68 100 36 8 73 0.64 49.8 DF T D 4S 20 2.4 1,142 1,115 78 83 17 20 52 28 25 5 27 0.29 40.8 DF T D UT 15 .0 796 796 56 100 61 39 18 5 18 0.23 43.6

DF T Totals 21 6.1 5,913 5,553 388 52 48 13 16 6 66 27 6 41 0.45 134.1

WH D 2S 25 7.9 1,421 1,310 92 78 22 100 36 13 223 1.76 5.9 WH D 3S 61 7.8 3,374 3,110 217 3 88 9 100 36 9 99 0.77 31.3 WH D 4S 12 4.2 687 658 46 100 35 19 30 16 23 5 24 0.34 27.6 WH D UT 2 58 58 4 100 100 14 5 17 0.30 3.4

WH Totals 19 7.3 5,541 5,136 359 16 53 26 6 6 2 4 88 29 8 75 0.73 68.3

WH T D 3S 63 5.0 3,163 3,006 210 18 71 12 100 36 8 86 0.64 35.0 WH T D 4S 30 1,440 1,440 101 72 28 8 71 21 25 6 31 0.34 46.8 WH T D UT 7 314 314 22 100 76 24 17 5 17 0.26 18.4

WH T Totals 18 3.2 4,917 4,760 333 40 53 7 8 21 8 63 27 6 48 0.47 100.1

RA T D 3S 72 87 87 6 100 100 20 11 80 0.94 1.1 RA T D 4S 28 33 33 2 100 100 27 5 30 0.41 1.1

RA T Totals 0 120 120 8 27 73 73 27 24 8 55 0.64 2.2

RA D UT 100 76 76 5 100 100 17 5 20 0.20 3.8

RA Totals 0 76 76 5 100 100 17 5 20 0.20 3.8

RC D 4S 100 87 87 6 100 100 35 5 40 0.77 2.2

RC Totals 0 87 87 6 100 100 35 5 40 0.77 2.2

Type Totals 8.0 29,262 26,919 1,882 31 58 10 1 6 14 6 74 29 7 56 0.58 476.6 TC TSTATS STATISTICS PAGE 1 PROJECT SEKIU DATE 11/13/2017 TWP RGE SECT TRACT TYPE ACRES PLOTS TREES CuFt BdFt 032 013 31 SUN U4 69.90 30 155 S W

ESTIMATED PERCENT TREES TOTAL SAMPLE PLOTS TREES PER PLOT TREES TREES

TOTAL 30 155 5.2 CRUISE 17 87 5.1 18,125 .5 DBH COUNT REFOREST COUNT 13 63 4.8 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 29 84.0 15.9 67 29.1 116.2 12,608 11,187 3,462 3,464 DOUG FIR-T 23 80.6 12.2 51 18.7 65.3 5,913 5,553 1,617 1,615 WHEMLOCK 16 32.6 16.0 65 11.4 45.4 5,541 5,136 1,466 1,466 WHEMLOCK-T 16 55.0 12.5 56 13.3 47.2 4,917 4,760 1,286 1,284 R ALDER 1 3.8 8.0 20 0.5 1.3 76 76 13 13 R ALDER-T 1 1.1 15.0 50 0.3 1.3 120 120 32 32 WR CEDAR 1 2.2 15.0 39 0.7 2.7 87 87 58 58 TOTAL 87 259.3 14.1 58 74.5 279.4 29,262 26,919 7,934 7,933

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 27.3 5.2 135 142 149 DOUG FIR-T 44.9 9.6 75 83 91 WHEMLOCK 66.3 17.1 161 194 228 WHEMLOCK-T 53.9 13.9 84 98 111 R ALDER R ALDER-T WR CEDAR TOTAL 62.1 6.7 117 125 133 154 39 17

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 53.8 10.0 76 84 92 DOUG FIR-T 89.8 16.7 67 81 94 WHEMLOCK 111.3 20.7 26 33 39 WHEMLOCK-T 115.8 21.5 43 55 67 R ALDER 547.7 101.8 4 8 R ALDER-T 547.7 101.8 1 2 WR CEDAR 380.6 70.7 1 2 4 TOTAL 33.2 6.2 243 259 275 46 11 5

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 56.1 10.4 104 116 128 DOUG FIR-T 80.1 14.9 56 65 75 WHEMLOCK 109.5 20.4 36 45 55 WHEMLOCK-T 103.8 19.3 38 47 56 R ALDER 547.7 101.8 1 3 R ALDER-T 547.7 101.8 1 3 WR CEDAR 380.6 70.7 1 3 5 TOTAL 28.1 5.2 265 279 294 33 8 4 TC TSTATS STATISTICS PAGE 2 PROJECT SEKIU DATE 11/13/2017 TWP RGE SECT TRACT TYPE ACRES PLOTS TREES CuFt BdFt 032 013 31 SUN U4 69.90 30 155 S W

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

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 57.5 10.7 9,992 11,187 12,382 DOUG FIR-T 81.0 15.1 4,717 5,553 6,389 WHEMLOCK 113.7 21.1 4,051 5,136 6,221 WHEMLOCK-T 107.7 20.0 3,807 4,760 5,713 R ALDER 547.7 101.8 76 154 R ALDER-T 547.7 101.8 120 241 WR CEDAR 380.6 70.7 25 87 148 TOTAL 30.2 5.6 25,406 26,919 28,432 38 9 4

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 86 96 107 DOUG FIR-T 44.9 8.3 72 85 98 WHEMLOCK 80.4 14.9 89 113 137 WHEMLOCK-T 72.0 13.4 81 101 121 R ALDER 547.7 101.8 57 116 R ALDER-T 547.7 101.8 90 181 WR CEDAR 259.3 48.2 10 33 56 TOTAL 159.2 29.6 91 96 102 1,050 263 117

Stand Table Summary TC TSTNDSUM Project SEKIU T032 R013 S31 TU4 T032 R013 S31 TU4 Page: 1 Twp Rge Sec Tract Type Acres Plots Sample Trees Date: 11/13/2017 032 013 31 SUN U4 69.90 30 155 Time: 11:47:28AM Av Average Log Net Net T o t a l s S Sample FF Ht Trees/ BA/ Logs Net Net Tons/ Cu.Ft. Bd.Ft. Spc T DBH Trees 16' Tot Acre Acre Acre Cu.Ft. Bd.Ft. Acre Acre Acre Tons Cunits MBF DF 12 1 86 54 5.553 4.01 11.11 7.2 25.0 2.29 80 278 160 56 19 DF 13 1 85 81 4.152 4.01 8.30 14.3 45.0 3.37 119 374 235 83 26 DF 14 2 82 86 7.942 8.01 15.88 14.7 45.0 6.60 233 715 462 163 50 DF 15 4 84 83 12.991 16.02 25.98 19.0 63.6 14.03 493 1,653 981 344 116 DF 16 9 84 85 26.057 36.05 52.11 20.8 68.8 30.96 1,086 3,583 2,164 759 250 DF 17 5 84 84 12.927 20.03 25.85 23.2 79.9 17.10 600 2,066 1,196 419 144 DF 18 3 84 89 6.955 12.02 13.91 27.5 78.4 10.90 382 1,091 762 267 76 DF 19 2 83 89 4.180 8.01 6.33 31.3 109.5 5.65 198 693 395 139 48 DF 20 1 80 101 1.854 4.01 3.71 36.2 120.0 3.82 134 445 267 94 31 DF 23 1 74 98 1.376 4.01 2.75 50.2 105.0 3.93 138 289 275 97 20

DF Totals 29 84 84 83.988 116.16 165.94 20.9 67.4 98.66 3,464 11,187 6,896 2,421 782

DF T 8 1 86 34 9.018 2.84 9.02 4.0 20.0 1.04 36 180 73 25 13 DF T 9 1 89 34 7.209 2.84 7.21 5.6 20.0 1.15 40 144 80 28 10 DF T 10 2 85 40 10.860 5.68 10.86 7.9 30.0 2.45 86 326 171 60 23 DF T 11 1 90 70 4.305 2.84 8.61 7.5 30.0 1.88 65 258 132 45 18 DF T 12 3 86 76 10.741 8.52 21.48 10.2 38.3 6.26 220 822 438 154 57 DF T 13 3 84 70 9.307 8.52 18.61 11.7 38.2 6.21 218 710 434 153 50 DF T 14 3 85 75 8.250 8.52 16.50 13.8 45.1 6.48 228 744 453 159 52 DF T 15 8 84 76 18.879 22.73 37.76 16.7 54.2 18.01 631 2,047 1,259 441 143 DF T 16 1 81 87 2.009 2.84 4.02 22.8 80.0 2.61 92 322 182 64 22

DF Totals 23 85 62 80.579 65.34 134.07 12.0 41.4 46.08 1,615 5,553 3,221 1,129 388

WH 13 3 87 69 8.776 8.51 17.55 13.4 44.9 7.51 235 789 525 164 55 WH 14 2 87 82 5.231 5.67 10.46 17.2 60.0 5.71 179 628 399 125 44 WH 15 4 86 75 9.221 11.34 18.44 18.4 64.7 10.88 339 1,193 760 237 83 WH 17 1 87 84 1.887 2.84 3.77 24.5 85.0 2.96 92 321 207 65 22 WH 18 2 86 93 3.194 5.67 6.39 30.4 114.9 6.22 194 734 435 136 51 WH 20 2 83 98 2.524 5.67 6.30 32.5 111.9 6.57 205 705 460 143 49 WH 23 1 80 106 1.018 2.84 3.05 35.4 110.0 3.46 108 336 242 76 23 WH 26 1 80 110 .769 2.84 2.31 48.8 186.7 3.60 113 431 252 79 30

WH Totals 16 86 80 32.618 45.38 68.27 21.5 75.2 46.90 1,466 5,136 3,279 1,025 359

WH T 10 1 89 46 5.868 2.95 5.87 9.3 30.0 1.74 54 176 121 38 12 WH T 11 1 86 63 4.723 2.95 9.45 7.0 30.0 2.12 66 283 148 46 20 WH T 12 5 86 64 19.143 14.75 34.20 10.9 40.6 12.02 374 1,387 840 262 97 WH T 13 4 86 70 12.814 11.80 25.63 12.3 45.0 10.11 316 1,154 707 221 81 WH T 14 2 86 75 5.575 5.90 11.15 15.3 49.4 5.46 171 550 382 119 38 WH T 15 2 89 83 4.973 5.90 9.95 19.4 74.8 6.17 193 744 431 135 52 WH T 17 1 87 101 1.939 2.95 3.88 28.5 120.0 3.53 110 465 247 77 33

WH Totals 16 87 68 55.034 47.19 100.11 12.8 47.5 41.15 1,284 4,760 2,876 898 333

RA T 15 1 82 60 1.086 1.33 2.17 14.9 55.0 .89 32 120 62 23 8

RA Totals 1 82 60 1.086 1.33 2.17 14.9 55.0 0.89 32 120 62 23 8

RC 15 1 69 46 2.173 2.67 2.17 26.8 40.0 1.37 58 87 96 41 6

RC Totals 1 69 46 2.173 2.67 2.17 26.8 40.0 1.37 58 87 96 41 6

RA 8 1 90 21 3.820 1.33 3.82 3.4 20.0 .36 13 76 25 9 5

RA Totals 1 90 21 3.820 1.33 3.82 3.4 20.0 0.36 13 76 25 9 5

Totals 87 85 72 259.299 279.40 476.56 16.6 56.5 235.40 7933 26,919 16,455 5,545 1,882 Page 1 T TSPCSTGR Species, Sort Grade - Board Foot Volumes (Type) Project: SEKIU Date 11/13/2017 Time 11:49:04AM

T032 R013 S31 TU5 T032 R013 S31 TU5 Twp Rge Sec Tract Type Acres Plots Sample Trees CuFt BdFt 032 013 31 SUN U5 24.70 15 41 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 T Spp rt ad BdFt Def% Gross Net Net MBF 5-7 8-11 12-15 16+ 12-20 21-30 31-35 36-99 Ft In Ft Lf /Acre Grade WH T D 2S 14 11.6 2,719 2,404 59 100 100 36 14 220 1.67 10.9 WH T D 3S 59 4.0 10,304 9,892 244 15 63 22 100 36 9 100 0.72 99.2 WH T D 4S 19 1.6 3,283 3,230 80 100 7 46 18 30 29 5 32 0.34 100.9 WH T D UT 8 1,214 1,214 30 100 23 77 18 5 21 0.17 59.0

WH T Totals 50 4.5 17,521 16,739 413 35 37 27 3 14 3 79 30 7 62 0.55 270.0

DF T D 2S 22 11.2 2,336 2,074 51 82 18 100 36 14 233 1.96 8.9 DF T D 3S 48 11.0 4,906 4,368 108 25 75 14 86 35 8 77 0.74 56.8 DF T D 4S 26 5.6 2,465 2,326 57 100 2 51 6 42 29 6 34 0.40 68.7 DF T D UT 4 357 357 9 100 100 11 5 10 0.20 35.7

DF T Totals 27 9.3 10,064 9,124 225 41 36 19 4 4 20 2 74 28 7 54 0.63 170.1

SF T D 2S 69 6.6 5,448 5,089 126 100 100 36 13 223 1.53 22.8 SF T D 3S 26 5.9 2,040 1,920 47 100 100 36 8 84 0.69 22.8 SF T D 4S 5 23.7 456 348 9 100 100 14 6 15 0.29 22.8

SF T Totals 22 7.4 7,944 7,357 182 5 26 69 5 95 29 9 108 0.98 68.4

Type Totals 6.5 35,529 33,221 821 30 34 34 1 4 13 2 81 29 7 65 0.64 508.5 TC TSTATS STATISTICS PAGE 1 PROJECT SEKIU DATE 11/13/2017 TWP RGE SECT TRACT TYPE ACRES PLOTS TREES CuFt BdFt 032 013 31 SUN U5 24.70 15 82 S W

ESTIMATED PERCENT TREES TOTAL SAMPLE PLOTS TREES PER PLOT TREES TREES

TOTAL 15 82 5.5 CRUISE 7 41 5.9 6,899 .6 DBH COUNT REFOREST COUNT 8 41 5.1 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 WHEMLOCK-T 17 160.0 12.7 58 39.7 141.6 17,521 16,739 4,405 4,404 DOUG FIR-T 22 96.5 14.4 57 28.7 108.9 10,064 9,124 2,968 2,971 PS FIR-T 2 22.8 19.5 90 10.7 47.2 7,944 7,357 1,919 1,920 TOTAL 41 279.3 14.0 60 79.6 297.7 35,529 33,221 9,291 9,295

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 WHEMLOCK-T 61.1 15.3 132 155 179 DOUG FIR-T 80.5 17.6 114 138 162 PS FIR-T 19.6 18.4 265 325 385 TOTAL 70.3 11.0 137 154 171 198 49 22

CL: 68.1 % COEFF TREES/ACRE # OF PLOTS REQ. INF. POP. SD: 1.0 VAR.% S.E.% LOW AVG HIGH 5 10 15 WHEMLOCK-T 68.5 18.3 131 160 189 DOUG FIR-T 100.0 26.7 71 96 122 PS FIR-T 213.1 57.0 10 23 36 TOTAL 41.2 11.0 249 279 310 73 18 8

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-T 57.8 15.4 120 142 163 DOUG FIR-T 84.5 22.6 84 109 134 PS FIR-T 213.1 57.0 20 47 74 TOTAL 41.4 11.1 265 298 331 74 18 8

CL: 68.1 % COEFF NET BF/ACRE # OF PLOTS REQ. INF. POP. SD: 1.0 VAR.% S.E.% LOW AVG HIGH 5 10 15 WHEMLOCK-T 63.6 17.0 13,891 16,739 19,587 DOUG FIR-T 83.5 22.3 7,087 9,124 11,162 PS FIR-T 213.1 57.0 3,166 7,357 11,548 TOTAL 54.1 14.5 28,412 33,221 38,029 126 31 14

CL: 68.1 % COEFF V-BAR/ACRE # OF PLOTS REQ. INF. POP. SD: 1.0 VAR.% S.E.% LOW AVG HIGH 5 10 15 WHEMLOCK-T 98 118 138 DOUG FIR-T 64.2 17.2 65 84 102 PS FIR-T 67 156 245 TOTAL 234.9 62.8 95 112 128 2,366 591 263

Page 1 T TSPCSTGR Species, Sort Grade - Board Foot Volumes (Type) Project: SEKIU Date 11/13/2017 Time 11:50:14AM

T032 R013 S31 TU6 T032 R013 S31 TU6 Twp Rge Sec Tract Type Acres Plots Sample Trees CuFt BdFt 032 013 31 SUN U6 30.50 10 45 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 T Spp rt ad BdFt Def% Gross Net Net MBF 5-7 8-11 12-15 16+ 12-20 21-30 31-35 36-99 Ft In Ft Lf /Acre Grade WH D 2S 50 14.0 15,720 13,520 426 61 39 100 36 14 258 1.95 52.4 WH D 3S 44 4.0 12,643 12,137 382 19 59 22 100 36 9 108 0.85 112.5 WH D 4S 5 4.7 1,285 1,225 39 86 14 30 15 55 26 6 28 0.40 43.5 WH D UT 1 137 137 4 100 100 10 5 10 0.23 13.7

WH Totals 69 9.3 29,785 27,018 851 13 27 41 19 2 1 97 32 9 122 1.05 222.1

WH T D 3S 85 8.2 2,992 2,746 87 10 54 36 100 36 9 98 0.72 28.1 WH T D 4S 6 199 199 6 100 100 23 5 20 0.24 9.9 WH T D UT 9 263 263 8 100 100 29 5 30 0.29 8.8

WH T Totals 8 7.1 3,454 3,208 101 23 46 31 14 86 32 7 68 0.57 46.8

SS D 2S 85 4.6 7,545 7,198 227 16 84 100 36 17 395 2.67 18.2 SS D 3S 12 1,027 1,027 32 100 100 36 10 140 0.97 7.3 SS D 4S 2 164 164 5 100 100 15 9 30 0.68 5.5 SS D UT 1 73 73 2 100 100 9 7 10 0.41 7.3

SS Totals 22 3.9 8,809 8,461 267 1 14 14 72 3 97 28 12 221 1.96 38.4

RA T D 4S 71 16.7 260 217 7 100 100 30 8 50 0.63 4.3 RA T D UT 29 87 87 3 100 100 19 5 20 0.24 4.3

RA T Totals 1 12.5 347 304 10 29 71 29 71 25 7 35 0.48 8.7

Type Totals 8.0 42,395 38,991 1,228 11 26 34 29 2 2 0 96 32 9 123 1.07 316.0 TC TSTATS STATISTICS PAGE 1 PROJECT SEKIU DATE 11/13/2017 TWP RGE SECT TRACT TYPE ACRES PLOTS TREES CuFt BdFt 032 013 31 SUN U6 30.50 10 45 S W

ESTIMATED PERCENT TREES TOTAL SAMPLE PLOTS TREES PER PLOT TREES TREES

TOTAL 10 45 4.5 CRUISE 5 22 4.4 4,237 .5 DBH COUNT REFOREST COUNT 5 20 4.0 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 WHEMLOCK 16 94.0 19.8 81 45.0 200.0 29,785 27,018 7,582 7,592 WHEMLOCK-T 3 23.4 14.0 70 6.7 25.0 3,454 3,208 860 856 S SPRUCE 2 12.8 26.8 87 9.7 50.0 8,809 8,461 2,092 2,094 R ALDER-T 1 4.3 13.0 55 1.1 4.0 347 304 103 102 TOTAL 22 134.5 19.5 79 63.2 279.0 42,395 38,991 10,637 10,645

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 WHEMLOCK 68.0 17.6 289 350 411 WHEMLOCK-T 61.6 42.6 92 160 228 S SPRUCE 45.8 42.9 397 695 993 R ALDER-T TOTAL 75.2 16.4 287 343 399 237 59 26

CL: 68.1 % COEFF TREES/ACRE # OF PLOTS REQ. INF. POP. SD: 1.0 VAR.% S.E.% LOW AVG HIGH 5 10 15 WHEMLOCK 46.3 15.4 79 94 108 WHEMLOCK-T 135.6 45.2 13 23 34 S SPRUCE 153.9 51.3 6 13 19 R ALDER-T 316.2 105.3 4 9 TOTAL 35.4 11.8 119 135 150 56 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 WHEMLOCK 41.1 13.7 173 200 227 WHEMLOCK-T 129.1 43.0 14 25 36 S SPRUCE 153.7 51.2 24 50 76 R ALDER-T 316.2 105.3 4 8 TOTAL 22.6 7.5 258 279 300 23 6 3

CL: 68.1 % COEFF NET BF/ACRE # OF PLOTS REQ. INF. POP. SD: 1.0 VAR.% S.E.% LOW AVG HIGH 5 10 15 WHEMLOCK 43.0 14.3 23,144 27,018 30,891 WHEMLOCK-T 131.9 43.9 1,798 3,208 4,618 S SPRUCE 154.0 51.3 4,120 8,461 12,803 R ALDER-T 316.2 105.3 304 624 TOTAL 24.1 8.0 35,864 38,991 42,118 26 6 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 WHEMLOCK 116 135 154 WHEMLOCK-T 102.3 34.1 72 128 185 S SPRUCE 82 169 256 TC TSTATS STATISTICS PAGE 2 PROJECT SEKIU DATE 11/13/2017 TWP RGE SECT TRACT TYPE ACRES PLOTS TREES CuFt BdFt 032 013 31 SUN U6 31.50 10 45 S W

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

R ALDER-T 316.2 105.3 76 156 TOTAL 202.1 67.3 129 140 151 1,812 453 201

Stand Table Summary TC TSTNDSUM Project SEKIU T032 R013 S31 TU6 T032 R013 S31 TU6 Page: 1 Twp Rge Sec Tract Type Acres Plots Sample Trees Date: 11/13/2017 032 013 31 SUN U6 3 .50 10 45 0 Time: 11:50:13AM Av Average Log Net Net T o t a l s S Sample FF Ht Trees/ BA/ Logs Net Net Tons/ Cu.Ft. Bd.Ft. Spc T DBH Trees 16' Tot Acre Acre Acre Cu.Ft. Bd.Ft. Acre Acre Acre Tons Cunits MBF WH 16 1 90 96 9.539 12.50 19.08 24.7 100.0 15.11 472 1,908 476 149 60 WH 17 2 87 107 15.768 25.00 47.30 20.8 83.3 31.48 984 3,940 991 310 124 WH 18 3 85 98 21.480 37.50 42.96 30.8 103.6 42.20 1,321 4,452 1,329 416 140 WH 19 3 79 94 19.327 37.50 38.65 34.4 100.0 42.47 1,330 3,867 1,338 419 122 WH 20 1 84 107 5.730 12.50 17.19 29.0 113.3 15.96 499 1,948 503 157 61 WH 22 1 76 99 4.958 12.50 9.92 45.2 120.0 14.27 448 1,190 449 141 37 WH 23 2 84 107 8.935 25.00 22.32 44.5 176.1 31.71 992 3,931 999 313 124 WH 26 1 78 109 3.525 12.50 10.57 45.6 146.7 15.40 482 1,551 485 152 49 WH 30 1 91 113 2.496 12.50 7.49 73.8 346.7 17.72 552 2,596 558 174 82 WH 32 1 79 113 2.210 12.50 6.63 77.1 246.7 16.31 511 1,636 514 161 52

WH Totals 16 84 101 93.968 200.00 222.11 34.2 121.6 242.63 7,592 27,018 7,643 2,392 851

SS 25 1 80 107 7.334 25.00 22.00 45.2 156.7 25.80 995 3,447 813 313 109 SS 29 1 86 115 5.450 25.00 16.35 67.3 306.7 28.59 1,100 5,014 901 346 158

SS Totals 2 83 110 12.784 50.00 38.35 54.6 220.6 54.39 2,094 8,461 1,713 660 267

WH T 12 1 89 80 9.937 8.33 19.87 12.8 40.0 8.27 254 795 260 80 25 WH T 13 1 89 86 8.769 8.33 17.54 16.5 65.0 9.24 289 1,140 291 91 36 WH T 18 1 89 99 4.716 8.33 9.43 33.2 135.0 10.01 313 1,273 315 99 40

WH Totals 3 89 86 23.421 25.00 46.84 18.3 68.5 27.52 856 3,208 867 270 101

RA T 13 1 84 66 4.340 4.00 8.68 11.8 35.0 2.83 102 304 89 32 10

RA Totals 1 84 66 4.340 4.00 8.68 11.8 35.0 2.83 102 304 89 32 10

Totals 22 85 98 134.513 279.00 315.99 33.7 123.4 327.37 10645 38,991 10,312 3,353 1,228 Page 1 T TSPCSTGR Species, Sort Grade - Board Foot Volumes (Type) Project: SEKIU Date 11/13/2017 Time 11:52:29AM

T032 R013 S31 TU6G T032 R013 S31 TU6G Twp Rge Sec Tract Type Acres Plots Sample Trees CuFt BdFt 032 013 31 SUN U6G 1.00 10 45 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 T Spp rt ad BdFt Def% Gross Net Net MBF 5-7 8-11 12-15 16+ 12-20 21-30 31-35 36-99 Ft In Ft Lf /Acre Grade WH T D 2S 42 14.0 14,893 12,808 13 61 39 100 36 14 258 1.95 49.7 WH T D 3S 51 5.1 16,229 15,401 15 17 58 26 100 36 9 105 0.81 146.6 WH T D 4S 5 3.8 1,500 1,443 1 89 11 24 20 12 44 25 6 26 0.36 55.3 WH T D UT 2 503 503 1 100 26 74 20 5 20 0.27 25.4

WH T Totals 77 9.0 33,125 30,155 30 14 30 39 16 2 2 1 96 32 9 109 0.94 277.0

SS T D 2S 85 4.6 7,545 7,198 7 16 84 100 36 17 395 2.67 18.2 SS T D 3S 12 1,027 1,027 1 100 100 36 10 140 0.97 7.3 SS T D 4S 2 164 164 0 100 100 15 9 30 0.68 5.5 SS T D UT 1 73 73 0 100 100 9 7 10 0.41 7.3

SS T Totals 22 3.9 8,809 8,461 8 1 14 14 72 3 97 28 12 221 1.96 38.4

RA T D 4S 71 16.7 260 217 0 100 100 30 8 50 0.63 4.3 RA T D UT 29 87 87 0 100 100 19 5 20 0.24 4.3

RA T Totals 1 12.5 347 304 0 29 71 29 71 25 7 35 0.48 8.7

Type Totals 8.0 42,282 38,920 39 12 27 33 28 2 2 0 95 32 9 120 1.04 324.0 TC TSTATS STATISTICS PAGE 1 PROJECT SEKIU DATE 11/13/2017 TWP RGE SECT TRACT TYPE ACRES PLOTS TREES CuFt BdFt 032 013 31 SUN U6G 1.00 10 45 S W

ESTIMATED PERCENT TREES TOTAL SAMPLE PLOTS TREES PER PLOT TREES TREES

TOTAL 10 45 4.5 CRUISE 5 22 4.4 139 15.8 DBH COUNT REFOREST COUNT 5 20 4.0 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 WHEMLOCK-T 19 122.3 18.4 78 52.5 225.0 33,125 30,155 8,405 8,409 S SPRUCE-T 2 12.8 26.8 87 9.7 50.0 8,809 8,461 2,092 2,094 R ALDER-T 1 4.3 13.0 55 1.1 4.0 347 304 103 102 TOTAL 22 139.4 19.2 78 63.7 279.0 42,282 38,920 10,600 10,606

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 WHEMLOCK-T 72.2 17.0 266 320 374 S SPRUCE-T 45.8 42.9 397 695 993 R ALDER-T TOTAL 75.2 16.4 287 343 399 237 59 26

CL: 68.1 % COEFF TREES/ACRE # OF PLOTS REQ. INF. POP. SD: 1.0 VAR.% S.E.% LOW AVG HIGH 5 10 15 WHEMLOCK-T 48.4 16.1 103 122 142 S SPRUCE-T 153.9 51.3 6 13 19 R ALDER-T 316.2 105.3 4 9 TOTAL 30.9 10.3 125 139 154 42 11 5

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-T 41.8 13.9 194 225 256 S SPRUCE-T 153.7 51.2 24 50 76 R ALDER-T 316.2 105.3 4 8 TOTAL 22.6 7.5 258 279 300 23 6 3

CL: 68.1 % COEFF NET BF/ACRE # OF PLOTS REQ. INF. POP. SD: 1.0 VAR.% S.E.% LOW AVG HIGH 5 10 15 WHEMLOCK-T 42.6 14.2 25,880 30,155 34,430 S SPRUCE-T 154.0 51.3 4,120 8,461 12,803 R ALDER-T 316.2 105.3 304 624 TOTAL 24.5 8.2 35,744 38,920 42,095 27 7 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 WHEMLOCK-T 115 134 153 S SPRUCE-T 82 169 256 R ALDER-T 316.2 105.3 76 156 TOTAL 201.8 67.2 128 139 151 1,808 452 201

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STATE OF WASHINGTON DEPARTMENT OF NATURAL RESOURCES

HOKO REVIVAL VRH VDT TIMBER SALE ROAD PLAN CLALLAM COUNTY COAST DISTRICT

AGREEMENT NO.: 30-097366 STAFF ENGINEER: BILL MEHL

DATE: 08/08/2018 DRAWN BY: JUSTIN PAGEL

COMPILED BY: CARRIE THEUS

Hoko Revival VRH VDT Page 1 of 63 Revised 8/22/2018 Contract No. 30-097366 Hoko Revival VRH VDT Page 2 of 63 Revised 8/22/2018 Contract No. 30-097366 Hoko Revival VRH VDT Page 3 of 63 Revised 8/22/2018 Contract No. 30-097366 Hoko Revival VRH VDT Page 4 of 63 Revised 8/22/2018 Contract No. 30-097366 Hoko Revival VRH VDT Page 5 of 63 Revised 8/22/2018 Contract No. 30-097366 Hoko Revival VRH VDT Page 6 of 63 Revised 8/22/2018 Contract No. 30-097366 Hoko Revival VRH VDT Page 7 of 63 Revised 8/22/2018 Contract No. 30-097366 Hoko Revival VRH VDT Page 8 of 63 Revised 8/22/2018 Contract No. 30-097366 Hoko Revival VRH VDT Page 9 of 63 Revised 8/22/2018 Contract No. 30-097366 Hoko Revival VRH VDT Page 10 of 63 Revised 8/22/2018 Contract No. 30-097366

Hoko Revival VRH VDT Page 11 of 63 Revised 8/22/2018 Contract No. 30-097366 SECTION 0 – SCOPE OF PROJECT

0-1 ROAD PLAN SCOPE Clauses in this road plan apply to all road related work, including landings and rock source development, unless otherwise noted.

0-3 OPTIONAL ROADS The specified work on the following roads is not required. Any optional roads built by the Purchaser must meet all the specifications in the road plan.

Road Stations Type S-1000 Part A 247.60 Pre-Haul Maintenance S-1000 Part B 153.30 Pre-Haul Maintenance S-1000K 8.70 Pre-Haul Maintenance S-1090 43.20 Pre-Haul Maintenance S-1090.1 11.60 Pre-Haul Maintenance S-1090.2 2.00 Pre-Haul Maintenance S-1091 7.00 Pre-Haul Maintenance S-1600 47.00 Pre-Haul Maintenance S-1600.1 10.40 Pre-Haul Maintenance S-1600.2 3.60 Pre-Haul Maintenance S-1620 55.00 Pre-Haul Maintenance S-1620.1 2.10 Pre-Haul Maintenance S-1610 28.25 Pre-Haul Maintenance S-1610.1 16.00 Pre-Haul Maintenance S-1610.2 14.85 Pre-Haul Maintenance S-1610.2A 3.60 Pre-Haul Maintenance S-1610.3 4.20 Pre-Haul Maintenance CP-2000 88.40 Pre-Haul Maintenance Total: 746.80

0-6 PRE-HAUL MAINTENANCE This project includes, but is not limited to the following prehaul maintenance requirements: Road Stations Requirements S-1000 Part A 0+00 – 247+60 Grade and shape road in accordance with Clause 2-5. Clean ditches, headwalls, and catch basins in accordance with Clause 2-7 and 4-38. Maintain erosion control structures in accordance with Clause 2-8. Install/construct sediment control structures in accordance with Clause 8-1 and 8-7. Apply rock in accordance with ROCK LIST SHEET. Install culverts in accordance with CULVERT LIST. Compact in accordance with COMPACTION LIST. S-1000 Part B 0+00 – 153+30 Grade and shape road in accordance with Clause 2-5. Clean ditches, headwalls, and catch basins in accordance with Clause 2-7 and 4-38. Maintain erosion control structures in accordance with Clause 2-8. Brush road in

Hoko Revival VRH VDT Page 12 of 63 Revised 8/22/2018 Contract No. 30-097366 accordance with Clause 3-1 and Brushing Detail. Construct ditch outs in accordance with Clause 4-29. Install/construct sediment control structures in accordance with Clause 8-1 and 8- 7. Apply rock in accordance with ROCK LIST SHEET. Maintain and install culverts in accordance with CULVERT LIST. Compact in accordance with COMPACTION LIST. S-1000K 0+00 – 8+70 Grade and shape road in accordance with Clause 2-5. Clean ditches, headwalls, and catch basins in accordance with Clause 2-7 and 4-38. Remove all vegetative material with a minimum loss of rock in accordance with Clause 2-9 and 3-23. Apply rock in accordance with ROCK LIST SHEET. Compact in accordance with COMPACTION LIST. S-1090 0+00 – 43+20 Grade and shape road in accordance with Clause 2-5. Clean ditches, headwalls, and catch basins in accordance with Clause 2-7 and 4-38. Remove all vegetative material with a minimum loss of rock in accordance with Clause 2-9 and 3-23. Construct ditch outs in accordance with Clause 4-29. Install/construct sediment control structures in accordance with Clause 8-1 and 8-7. Apply rock in accordance with ROCK LIST SHEET. Install, maintain, and replace culverts in accordance with CULVERT LIST. Compact in accordance with COMPACTION LIST. S-1090.1 0+00 – 11+60 Grade and shape road in accordance with Clause 2-5. Clean ditches, headwalls, and catch basins in accordance with Clause 2-7 and 4-38. Remove all vegetative material with a minimum loss of rock in accordance with Clause 2-9 and 3-23. Construct ditch outs in accordance with Clause 4-29. Apply rock in accordance with ROCK LIST SHEET. Compact in accordance with COMPACTION LIST. S-1090.2 0+00 – 2+00 Grade and shape road in accordance with Clause 2-5. Remove all vegetative material with a minimum loss of rock in accordance with Clause 2-9 and 3-23. Construct ditch outs in accordance with Clause 4-29 and 4-38. Construct drivable water bar in accordance with Clause 5-30. Apply rock in accordance with ROCK LIST SHEET. Compact in accordance with COMPACTION LIST. S-1091 0+00 – 7+00 Grade and shape road in accordance with Clause 2-5. Clean ditches, headwalls, and catch basins in accordance with Clause 2-7 and 4-38. Remove all vegetative material with a minimum loss of rock in accordance with Clause 2-9 and 3-23. Apply rock in accordance with ROCK LIST SHEET. Install culvert in accordance with CULVERT LIST. Compact in accordance with COMPACTION LIST.

Hoko Revival VRH VDT Page 13 of 63 Revised 8/22/2018 Contract No. 30-097366 S-1600 0+00 – 47+00 Grade and shape road in accordance with Clause 2-5. Maintain, install, and replace culverts in accordance with Clause 2-6 and CULVERT LIST. Clean ditches, headwalls, and catch basins in accordance with Clause 2-7. Construct ditch outs in accordance with Clause 4-29. Apply rock in accordance with ROCK LIST SHEET. Compact in accordance with COMPACTION LIST. S-1600.1 0+00 – 10+40 Grade and shape road in accordance with Clause 2-5. Install culvert in accordance with CULVERT LIST. Clean ditches, headwalls, and catch basins in accordance with Clause 2-7. Remove all vegetative material with a minimum loss of rock in accordance with Clause 2-9 and 3-23. Construct drivable water bars in accordance with Clause 5-30. Apply rock in accordance with ROCK LIST SHEET. Compact in accordance with COMPACTION LIST. S-1600.2 0+00 – 3+60 Grade and shape road in accordance with Clause 2-5. Remove all vegetative material with a minimum loss of rock in accordance with Clause 2-9 and 3-23. Apply rock in accordance with ROCK LIST SHEET. Compact in accordance with COMPACTION LIST. S-1620 0+00 – 55+00 Grade and shape road in accordance with Clause 2-5. Maintain, install, and replace culverts in accordance with Clause 2-6 and CULVERT LIST. Clean ditches, headwalls, and catch basins in accordance with Clause 2-7. Construct ditch outs in accordance with Clause 4-29. Apply rock in accordance with ROCK LIST SHEET. S-1620.1 0+00 – 2+10 Grade and shape road in accordance with Clause 2-5. Clean ditches, headwalls, and catch basins in accordance with Clause 2-7. Remove all vegetative material with a minimum loss of rock in accordance with Clause 2-9 and 3-23. Construct drivable water bars in accordance with Clause 5-30. Apply rock in accordance with ROCK LIST SHEET. Compact in accordance with COMPACTION LIST. S-1610 0+00 – 28+25 Grade and shape road in accordance with Clause 2-5. Maintain and install culverts in accordance with Clause 2-6 and CULVERT LIST. Clean ditches, headwalls, and catch basins in accordance with Clause 2-7. Brush road in accordance with Clause 3-1 and Brushing Detail. Construct ditch outs in accordance with Clause 4-29. Construct rolling dips in accordance with Clause 5-31. Install/construct sediment control structures in accordance with Clause 8-1 and 8-7. Inslope road in accordance with TYPICAL SECTION SHEET. Apply rock in accordance with ROCK

Hoko Revival VRH VDT Page 14 of 63 Revised 8/22/2018 Contract No. 30-097366 LIST SHEET. Compact in accordance with COMPACTION LIST. S-1610.1 0+00 – 16+00 Grade and shape road in accordance with Clause 2-5. Maintain culverts in accordance with Clause 2-6 and CULVERT LIST. Clean ditches, headwalls, and catch basins in accordance with Clause 2-7. Remove all vegetative material with a minimum loss of rock in accordance with Clause 2-9 and 3-23. Install/construct sediment control structures in accordance with Clause 8-1 and 8-7. Apply rock in accordance with ROCK LIST SHEET. Compact in accordance with COMPACTION LIST. S-1610.2 0+00 – 14+85 Grade and shape road in accordance with Clause 2-5. Install and remove culverts in accordance with CULVERT LIST. Clean ditches, headwalls, and catch basins in accordance with Clause 2-7. Remove all vegetative material with a minimum loss of rock in accordance with Clause 2-9 and 3-23. Construct ditch outs in accordance with Clause 4-29. Apply rock in accordance with ROCK LIST SHEET. Compact in accordance with COMPACTION LIST. S-1610.2A 0+00 – 3+60 Grade and shape road in accordance with Clause 2-5. Clean ditches, headwalls, and catch basins in accordance with Clause 2-7. Remove all vegetative material with a minimum loss of rock in accordance with Clause 2-9 and 3-23. Apply rock in accordance with ROCK LIST SHEET. Compact in accordance with COMPACTION LIST. S-1610.3 0+00 – 4+20 Grade and shape road in accordance with Clause 2-5. Remove all vegetative material with a minimum loss of rock in accordance with Clause 2-9 and 3-23. Apply rock in accordance with ROCK LIST SHEET. Compact in accordance with COMPACTION LIST. CP-2000 0+00 – 88+40 Maintain culverts in accordance with Clause 2-6 and CULVERT LIST. Brush road in accordance with Clause 3-1 and Brushing Detail. Install/construct sediment control structures in accordance with Clause 8-1.

Maintenance includes, but is not limited to: Brushing right-of-way, right-of-way debris disposal, cleaning ditches, constructing ditches, installing additional culverts, widening road segments, constructing headwalls, cleaning culvert inlets and outlets, cross drain culvert replacement, installing erosion control materials and sediment removal structures, spot rocking, grading and shaping existing road surface and turnouts, constructing additional turnouts, compaction of road surface, application of rock, acquisition and application of grass seed and hay.

0-7 POST-HAUL MAINTENANCE This project includes post-haul road maintenance listed in Clause 9-5 POST-HAUL MAINTENANCE

Hoko Revival VRH VDT Page 15 of 63 Revised 8/22/2018 Contract No. 30-097366 SECTION 1 – GENERAL

1-1 ROAD PLAN CHANGES If the Purchaser desires a change from this Road Plan including, but not limited to relocation, extension, change in design, or adding roads; a revised road plan shall be submitted, in writing, to the Contract Administrator for consideration. The State must approve the submitted plans before road work begins.

1-2 UNFORESEEN CONDITIONS Quantities established in this road plan are minimum acceptable values. Additional quantities required by the state due to unforeseen conditions, or Purchaser's choice of construction season or techniques will be at the Purchaser's expense. Unforeseen conditions include, but are not limited to, solid subsurface rock, subsurface springs, saturated ground, and unstable soils.

1-3 ROAD DIMENSIONS Unless controlled by construction stakes or design data (plan, profile, and cross- sections), road work shall be performed in accordance with the dimensions shown on the Typical Section Sheet and the specifications within this Road Plan.

1-6 ORDER OF PRECEDENCE Any conflict or inconsistency in this Road Plan shall be resolved by giving the documents precedence in the following order: 1. Addenda. 2. Designs or Plans. On designs and plans, figured dimensions shall take precedence over scaled dimensions. 3. Road Plan Clauses. 4. Typical Section Sheet. 5. Standard Lists. 6. Standard Details.

In case of any ambiguity or dispute over interpreting the Road Plan, the Contract Administrator’s or designee’s decision will be final.

1-8 REPAIR OR REPLACEMENT OF DAMAGED MATERIALS The Purchaser is responsible for the repair or replacement of all materials, roadway infrastructure, and road components damaged during roadwork or operation activities. Repairs and replacements shall be directed by the Contract Administrator. Repairs to structural materials will be made according to the manufacturer’s recommendation, and shall not begin without written approval from the Contract Administrator.

1-9 DAMAGED METALLIC COATING Any damaged galvanized or aluminized coating on existing or new bridge components, culverts, downspouts, and flumes must be cleaned and treated with a minimum of two coats of zinc rich paint.

1-10 WSDOT STANDARD SPECIFICATION REFERENCE References in this road plan to “WSDOT Standard Specifications” mean the Washington State Department of Transportation’s Standard Specifications for Road, Bridge, and Municipal Construction 2012 (M41-10).

Hoko Revival VRH VDT Page 16 of 63 Revised 8/22/2018 Contract No. 30-097366 1-12 SURVEY MONUMENTS At no time during construction, reconstruction, or maintenance shall survey monuments, witness trees, or bearing trees be disturbed or damaged. If damaged or disturbed, Purchaser shall hire a licensed land surveyor to repair, replace, and/or reset them.

SUBSECTION ROAD MARKING

1-15 ROAD MARKING Road work must be in accordance with the State’s marked location. All road work is marked as follows:  Orange ribbon and paint for construction centerlines.  Construction stakes for everything else.

SUBSECTION TIMING

1-20 COMPLETE BY DATE Purchaser shall complete pre-haul road work before the start of timber haul.

1-21 HAUL APPROVAL The Purchaser shall not use roads under this Road Plan without written approval from the Contract Administrator.

1-22 WORK NOTIFICATIONS On all roads, the Purchaser shall notify the Contract Administrator a minimum of 3 calendar days before work begins.

1-23 ROAD WORK PHASE APPROVAL Written approval by Contract Administrator needs to be given at these phases of road work:  Subgrade approval  Drainage installation  Subgrade compaction  Rock application  Rock compaction

SUBSECTION RESTRICTIONS

1-29 SEDIMENT RESTRICTION Purchaser shall not allow silt-bearing runoff to enter any streams.

1-30 CLOSURE TO PREVENT DAMAGE In accordance with Contract Clause G-220 State Suspends Operation, the Contract Administrator shall suspend road work or hauling of right-of-way timber, forest products, or rock under the following conditions:

 In the opinion of the Contract Administrator excessive road damage or rutting may occur.

Operations must stop unless authority to continue working or hauling is granted, in writing, by the Contract Administrator. In the event that surface or base stability

Hoko Revival VRH VDT Page 17 of 63 Revised 8/22/2018 Contract No. 30-097366 problems persist, the Purchaser will be required to cease operations, or perform corrective maintenance or repairs, subject to specifications within this Road Plan. Before and during any suspension, the Purchaser shall protect the work from damage or deterioration.

1-32 BRIDGE AND ASPHALT SURFACE RESTRICTION The use of metal tracked equipment is not allowed on bridge or asphalt surfaces at any time. If Purchaser must run equipment on bridge or asphalt surfaces, then rubber tired equipment or other methods, as approved in writing by Contract Administrator, shall be used.

If tracked equipment is used on bridge or asphalt surfaces, Purchaser shall immediately cease all road work and hauling operations. Any dirt, rock, or other material tracked or spilled on bridge or asphalt surface(s) shall be removed immediately. Any damage to the surface(s) shall be repaired at the Purchaser’s expense as directed by the Contract Administrator.

1-33 SNOW PLOWING RESTRICTION On all roads, snow plowing shall be permitted only after the execution of a Snow Plowing Agreement, which is available from the Contact Administrator upon request. Purchaser shall request a Snow Plowing Agreement each time plowing occurs. If damage occurs while plowing, further permission to plow may be revoked by the Contract Administrator.

SUBSECTION OTHER INFRASTRUCTURE

1-40 ROAD APPROACHES TO COUNTY ROADS AND STATE HIGHWAYS At existing 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.

If additional damage to the surface, signs, guardrails, etc. occurs then the damage shall be repaired, at the Purchaser’s expense, as directed by the Contract Administrator when authorized by the county or WSDOT.

The following county roads and state highways are affected by this sale:

Road Name SR-112 Sekiu River Road Mary Clark Road

1-41 REQUIREMENTS FOR PAVED ROAD APPROACHES Requirements for the CZ-1000 road approaches:

Purchaser shall build up approaches to allow a smooth grade transition. The top of the road surfacing must be kept level with the surface of the CZ-1000 road at all times.

At existing road approaches, any mud, dirt, rock or other material tracked or spilled on the asphalt surface shall be removed immediately by the Purchaser.

Hoko Revival VRH VDT Page 18 of 63 Revised 8/22/2018 Contract No. 30-097366 If additional damage to the surface, signs, guardrails, etc. occurs then the damage shall be repaired, at the Purchaser’s expense, as directed by the Contract Administrator.

SECTION 2 – MAINTENANCE

2-1 GENERAL ROAD MAINTENANCE Purchaser shall maintain all roads used under this contract in accordance with the FOREST ACCESS ROAD MAINTENANCE SPECIFICATIONS for the entire term of this contract. Maintenance is required even during periods of inactivity.

2-2 ROAD MAINTENANCE – PURCHASER MAINTENANCE Purchaser shall perform maintenance on roads listed in Contract Clause C-050 PURCHASER ROAD MAINTENANCE AND REPAIR in accordance with FOREST ACCESS ROAD MAINTENANCE SPECIFICATIONS.

2-3 ROAD MAINTENANCE – DESIGNATED MAINTAINER Purchaser may be required to perform maintenance on roads listed in Contract Clause C-060 DESIGNATED ROAD MAINTAINER as directed by the Contract Administrator. Purchaser shall maintain roads in accordance with FOREST ACCESS ROAD MAINTENANCE SPECIFICATIONS.

2-5 MAINTENANCE GRADING – EXISTING ROAD On the following road(s), a grader shall be used to shape the existing surface.

Road Stations Requirements S-1000 Part A 0+00 – 247+60 Grade, shape, compact. S-1000 Part B 0+00 – 153+30 Grade, shape, compact, remove shoulder and surface vegetation. S-1000K 0+00 – 8+70 Grade, shape, compact, remove shoulder and surface vegetation. S-1090 0+00 – 43+20 Grade, shape, compact, remove shoulder and surface vegetation. S-1090.1 0+00 – 11+60 Grade, shape, compact, remove shoulder and surface vegetation. S-1090.2 0+00 – 2+00 Grade, shape, compact, remove shoulder and surface vegetation. S-1091 0+00 – 7+00 Grade, shape, compact, remove shoulder and surface vegetation. S-1600 0+00 – 47+00 Grade, shape, compact, remove shoulder and surface vegetation. S-1600.1 0+00 – 10+40 Grade, shape, remove shoulder and surface vegetation. S-1600.2 0+00 – 3+60 Grade, shape, compact, remove shoulder and surface vegetation. S-1620 0+00 – 55+00 Grade, shape, compact, remove shoulder and surface vegetation. S-1620.1 0+00 – 2+10 Grade, shape, remove shoulder and surface vegetation. S-1610 0+00 – 28+25 Grade, shape, compact, remove shoulder and surface vegetation. S-1610.1 0+00 – 16+00 Grade, shape, compact, remove shoulder and surface vegetation.

Hoko Revival VRH VDT Page 19 of 63 Revised 8/22/2018 Contract No. 30-097366 S-1610.2 0+00 – 14+85 Grade, shape, remove shoulder and surface vegetation. S-1610.2A 0+00 – 3+60 Grade, shape, remove shoulder and surface vegetation. S-1610.3 0+00 – 4+20 Grade, shape, remove shoulder and surface vegetation.

2-6 CLEANING CULVERTS On the following road(s), all inlets and outlets of culverts shall be cleaned before the start of timber haul and shall be subject to the written approval of the Contract Administrator.

Road Stations Comment S-1000B 93+85 Inlet S-1600 14+35 Flume S-1600 28+90 Inlet/Outlet S-1620 13+40 Inlet/Outlet S-1620 17+15 Inlet/Outlet S-1610 7+60 Outlet S-1610 11+60 Inlet/Outlet S-1610 28+00 Inlet S-1610.1 5+50 Inlet S-1610.1 9+15 Inlet/Pry it open. CP-2000 21+50 Outlet CP-2000 64+65 Inlet

2-7 CLEANING DITCHES, HEADWALLS, AND CATCH BASINS On the following road(s), Purchaser shall clean and/or construct the ditches, headwalls, and catch basins. Work shall be completed before the start of timber haul and shall be done in accordance with the Typical Section Sheet. Pulling ditch material across the road or mixing in with the road surface will not be allowed. Ditchlines, headwalls, and catch basins shall not encroach into the existing road.

Road Stations Left or Comments Right S-1000 Part A 227+40 Left Catch basin install (X2) S-1000 Part A 228+75 Left Catch basin install (X2) S-1000 Part B 76+50 – 77+50 Left Ditching. S-1000 Part B 82+35 – 85+50 Left Ditching S-1000 Part B 94+70 – 102+15 Left Ditching S-1000 Part B 113+00 Right Catch basin install (X2) S-1000 Part B 114+15 – 115+40 Right Ditching S-1000 Part B 123+90 Right Catch basin install (X2) S-1000 Part B 133+50 – 134+50 Right Ditching S-1000 Part B 142+10 Right Catch basin install (X2) S-1000K 0+00 – 7+30 Left Ditching S-1090 3+00 Right Construct Headwall S-1090 4+00 – 9+70 Left Ditching. Re-establish ditchline closer to road. S-1090 9+70 – 13+30 Right Ditching. Re-establish ditchline closer to road. S-1090 10+90 – 13+50 Left Ditching

Hoko Revival VRH VDT Page 20 of 63 Revised 8/22/2018 Contract No. 30-097366 S-1090 14+00 – 30+60 Left Ditching S-1090 29+00 – 35+60 Right Ditching S-1090 41+30 Left Catch basin install (X2) S-1090 41+30 – 43+20 Left Ditching S-1090.1 0+00 – 2+50 Left Ditching S-1090.1 3+00 – 6+60 Right Ditching S-1090.1 8+00 – 11+60 Right Ditching S-1091 0+50 – 6+30 Right Ditching S-1600 1+50 – 7+20 Right Ditching. S-1600 9+50 – 10+40 Right Ditching. S-1600.1 0+00 – 9+00 Right Ditching. S-1620 11+15 – 11+65 Right Ditching. S-1620 22+95 – 55+00 Right Ditching. S-1620.1 0+00 – 2+10 Left & Ditching. Right S-1610 0+00 – 6+80 Left Ditching. S-1610 11+60 – 21+15 Right Ditching. S-1610.1 0+00 – 10+25 Left Ditching. S-1610.1 9+15 Left 2 catch basins. S-1610.1 10+25 Left 2 catch basins. S-1610.1 10+60 – 12+50 Left Ditching. S-1610.2 0+00 – 6+40 Left Ditching. S-1610.2 9+05 – 12+30 Left Ditching. S-1610.2 10+00 – 12+30 Right Ditching. S-1610.2A 0+00 – 3+60 Left Ditching.

2-8 MAINTAINING EROSION CONTROL STRUCTURES On the following road(s), Purchaser shall clean and maintain all erosion control devices. Work shall be completed before the start of timber haul and shall be done in accordance with all pertaining clauses contained in this Road Plan. Excavated material shall be disposed of in accordance with Clause 4-35 through Clause 4-38.

Road Stations Work Needed S-1000 Part A All As directed by Contract Administrator. S-1000 Part B All As directed by Contract Administrator.

2-9 REMOVING VEGETATIVE MATERIAL On the following road(s), Purchaser shall remove all vegetative material, dirt, mud, and other debris on the existing road surface with a minimum loss of rock. Material removed shall be disposed of in accordance with Clause 3-21 through Clause 3-25 and Clause 4- 36 through Clause 4-38.

Road Stations S-1000K 1+00 – 8+70 S-1090 35+60 – 43+20 S-1090.1 0+00 – 11+60 S-1090.2 0+00 – 2+00 S-1091 0+00 – 7+00 S-1600.1 0+00 – 9+00

Hoko Revival VRH VDT Page 21 of 63 Revised 8/22/2018 Contract No. 30-097366 S-1600.2 0+00 – 3+60 S-1620.1 0+00 – 2+10 S-1610.1 0+00 – 16+00 S-1610.2 0+00 – 14+85 S-1610.2A 0+00 – 3+60 S-1610.3 0+00 – 4+20

SECTION 3 – CLEARING, GRUBBING, AND DISPOSAL

SUBSECTION BRUSHING

3-1 BRUSHING On the following road(s), vegetative material up to 5 inches in diameter, including limbs, shall be cut as shown on the Brushing Detail. Brushing shall be achieved by mechanical cutting of brush, trees, and branches. Root systems and stumps of cut vegetation shall not be disturbed unless directed by the Contract Administrator.

Road Stations S-1000 Part B 107+00 – 153+30 S-1610 22+00 – 28+25 CP-2000 0+00 – 88+40

3-2 BRUSHING RESTRICTION Pulling, digging, pushing over, and other non-cutting methods used for vegetation removal shall not be used for brushing. Excavator buckets, log loaders and similar equipment shall not be used for brushing.

3-3 BRUSH REMOVAL Remove brushing debris from the road surface, ditchlines, and culvert inlets and outlets. Brush should be disposed of so that it will not fall back onto the road prism.

SUBSECTION CLEARING

3-5 CLEARING Purchaser shall fall all vegetative material larger than 5 inches DBH or over 15 feet high between the marked right-of-way boundaries or if not marked in the field, between the clearing limits specified on the TYPICAL SECTION SHEET. Clearing must be completed before starting excavation and embankment.

3-7 RIGHT-OF-WAY DECKING Deck all merchantable right-of-way timber. Decks shall be parallel to the road centerline and placed within the cleared right-of-way. Decks shall be free of dirt, limbs and other right-of-way debris, and removable by standard log loading equipment.

3-8 PROHIBITED DECKING AREAS Right-of-way timber shall not be decked in the following areas:  Within the grubbing limits.  Within 50 feet of any stream.  In locations that interfere with the construction of the road prism.  In locations that impede drainage.

Hoko Revival VRH VDT Page 22 of 63 Revised 8/22/2018 Contract No. 30-097366  On slopes greater than 40%.  Against standing trees unless approved by the Contract Administrator.

SUBSECTION GRUBBING

3-10 GRUBBING Remove all stumps between the grubbing limits specified on the Typical Section Sheet. Those stumps outside the grubbing limits but with undercut roots shall also be removed. Stump removal shall be accomplished using a hydraulic mounted excavator unless authorized, in writing, by the Contract Administrator. Grubbing shall be completed before starting excavation and embankment.

3-12 STUMP PLACEMENT Grubbed stumps shall be placed outside of the clearing limits, as directed by the Contract Administrator and in compliance with all other clauses in this road plan. Stumps shall be positioned upright with root wads in contact with the forest floor and on stable locations.

SUBSECTION ORGANIC DEBRIS

3-20 ORGANIC DEBRIS DEFINITION Organic debris is defined as all vegetative material not eligible for removal by Contract Clauses G-010 Products Sold And Sale Area or G-011 Right To Remove Forest Products And Contract Area, that is larger than one cubic foot in volume within the grubbing Typical Section Sheet.

3-21 DISPOSAL COMPLETION All disposal of organic debris, shall be completed before the application of rock.

3-23 PROHIBITED DISPOSAL AREAS Organic debris shall not be deposited in the following areas:  Within 5 feet of a cross drain culvert.  Within 50 feet of a live stream, or wetland.  On road subgrades road prism excavation and embankment slopes.  On slopes greater than 45%.  Within the operational area for cable landings where debris may shift or roll.  On locations where brush will fall into the ditch or onto the road surface.  Against standing timber.

3-24 BURYING ORGANIC DEBRIS RESTRICTED Organic debris shall not be buried unless otherwise stated in this Road Plan.

3-25 SCATTERING ORGANIC DEBRIS Organic debris shall be scattered outside of the grubbing limits in accordance with Clause 3-23 unless otherwise detailed in this Road Plan and as directed by the Contract Administrator.

Hoko Revival VRH VDT Page 23 of 63 Revised 8/22/2018 Contract No. 30-097366 SECTION 4 – EXCAVATION

4-1 EXCAVATOR CONSTRUCTION All roads shall be constructed, reconstructed, and maintained using a track mounted hydraulic excavator unless stated otherwise within this Road Plan, or permission to do otherwise is granted in writing by the Contract Administrator.

4-2 PIONEERING Pioneering shall not extend past construction that will be completed during the current construction season. Pioneering shall not extend more than 1000 feet beyond completed construction unless approved in writing by the Contract Administrator. In addition, the following actions shall be taken as pioneering progresses:  Drainage shall be provided on all uncompleted construction.  Road pioneering operations shall not undercut the final cut slope or restrict drainage.  Culverts at live stream crossings shall be installed during pioneering operations prior to embankment.

4-3 ROAD GRADE AND ALIGNMENT STANDARDS The following road grade and alignment standards shall be followed:  Grade and alignment shall have smooth continuity, without abrupt changes in direction.  Maximum grade shall not exceed 18 percent favorable and 16 percent adverse.  Minimum curve radius is 60 feet at centerline.  Sag vertical curves shall not have a grade change greater than 5% in 100 feet.  Crest vertical curves shall not have a grade change greater than 4% in 100 feet.

4-4 SWITCHBACK STANDARDS 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. The following standards for switchbacks shall be followed:  Adverse grades on switchbacks shall not exceed 10%.  Favorable grades through switchbacks shall not exceed 12%.  Transition grades entering and leaving switchbacks shall not exceed a 5% grade change.  Transition grades required to meet switchback grade limitations shall be constructed on the tangents preceding and departing from the switchbacks.

4-5 CUT SLOPE RATIO Unless construction staked or designed excavation slopes shall be constructed no steeper than shown on the following table:

Excavation Excavation Slope Material Type Slope Ratio Percent Common Earth (on side slopes up to 55%) 1:1 100 Common Earth (56% to 70% side slopes) ¾:1 133 Common Earth (on slopes over 70%) ½:1 200 Fractured or loose rock ½:1 200 Hardpan or solid rock ¼:1 400

Hoko Revival VRH VDT Page 24 of 63 Revised 8/22/2018 Contract No. 30-097366 4-6 EMBANKMENT SLOPE RATIO Unless construction staked or designed embankment slopes shall be constructed no steeper than shown on the following table:

Embankment Embankment Material Type Slope Ratio Slope Percent Sandy Soils 2:1 50 Common Earth and Rounded Gravel 1½:1 67 Angular Rock 1¼:1 80

4-7 SHAPING CUT AND FILL SLOPE Excavation and embankment slopes shall be constructed to a uniform line and left rough for easier revegetation.

4-8 CURVE WIDENING The minimum widening placed on the inside of curves is:  6 feet for curves of 50 to 79 feet radius.  4 feet for curves of 80 to 100 feet radius.

SUBSECTION INTERSECTIONS, TURNOUTS AND TURNAROUNDS

4-21 TURNOUTS Turnouts shall be intervisible with maximum of 1,000 feet between turnouts unless shown otherwise on drawings. Locations shall be adjusted to fit the final subgrade alignment and sight distances. Turnout locations shall be subject to written approval by the Contract Administrator.

4-22 TURNAROUNDS Turnarounds shall be no larger than 50 feet long and 30 feet wide. Locations shall be subject to written approval by the Contract Administrator.

SUBSECTION DITCH CONSTRUCTION

4-25 DITCH CONSTRUCTION AND RECONSTRUCTION The Purchaser shall construct ditches into the subgrade as specified on the Typical Section Sheet. Excavated slopes shall be consistent with Clause 4-5 Cut Slope Ratio. Ditches shall be constructed concurrently with construction of the subgrade.

4-27 DITCH WORK – MATERIAL USE PROHIBITED On all roads, pulling ditch material across the road or mixing in with the road surface will not be allowed. Excavated material shall be disposed of as specified in Clause 4-36 through Clause 4-38.

4-28 DITCH DRAINAGE Ditches must drain to cross-drain culverts or ditchouts.

4-29 DITCHOUTS Ditchouts shall be constructed at locations shown on the list below, and as needed to fit as built conditions. Ditchouts shall be constructed in a manner that diverts ditch water onto the forest floor and shall have excavation backslopes no steeper than a 1:1 ratio. L or R denotes ditchout left or ditchout right heading in.

Hoko Revival VRH VDT Page 25 of 63 Revised 8/22/2018 Contract No. 30-097366

Road Stations S-1000 Part B 131+40 DOL S-1090 10+90 DOL S-1090 30+60 DOL S-1090.1 6+60 DOR S-1090.1 7+60 DOR S-1090.2 0+10 DOL S-1600 1+50 DOR S-1620 55+00 DOR S-1610 6+80 DOR S-1610 20+30 DOL S-1610 21+15 DOR S-1610.2 1+00 DOR

SUBSECTION WASTE MATERIAL (DIRT)

4-35 WASTE MATERIAL DEFINITION Waste material is defined as all dirt, rock, mud, or related material that is extraneous or unsuitable for construction material. Waste material, as used in Section 4 EXCAVATION, is not organic debris.

4-36 DISPOSAL OF WASTE MATERIAL Purchaser may sidecast waste material on side slopes up to 45% if the waste material is compacted and free of organic debris. On side slopes greater than 45%, all waste material must be end hauled or pushed to the designated embankment sites and waste areas identified in Clause 4-37.

4-37 WASTE AREA LOCATION Waste material shall be deposited in the listed designated areas. The amount of material to be contained in a waste area shall be at the discretion of the Contract Administrator. Note: All amount values are estimated bank yards.

Waste Area Location Waste Generated From Waste Generated at Stations Estimated Road Volume S-1000K (0+00) S-1000K 0+00 – 8+70 200 CY S-1000 Part B (76+50) S-1000 Part B 0+00 – 107+00 100 CY S-1600 (10+00) S-1000 Part B, S-1600 107+00 – 153+30, 0+00 – 47+00 200 CY S-1600.1 (9+50) S-1600.1 0+00 – 10+40 200 CY S-1620 (22+95) S-1620, S-1620.1 0+00 – 55+00, 0+00 – 2+10 400 CY S-1610 (17+90) S-1610, S-1610.1, S-1610.2, 0+00 – 28+25, 0+00 – 16+00, 0+00 – 400 CY S-1610.2A, S-1610.3 14+85, 0+00 – 3+60, 0+00 – 4+20

4-38 PROHIBITED WASTE DISPOSAL AREAS Waste material shall not be deposited in the following areas:  Within 5 feet of a cross drain culvert.  Within 50 feet of a live stream or wetland.  Within a riparian management zone.  On side slopes steeper than 45%.  In locations that interfere with the construction of the road prism.

Hoko Revival VRH VDT Page 26 of 63 Revised 8/22/2018 Contract No. 30-097366  In locations that impede drainage.  Within the operational area for cable landings.  Against standing timber.

4-39 WASTE AREA COMPACTION Excavated material may be deposited adjacent to the road prism on side slopes up to 45% if the waste material is compacted and free of debris. On side slopes of 45% or more, all excavation shall be end hauled or pushed to designated waste areas. All waste material shall be compacted. The minimum acceptable compaction is achieved by placing embankments in 2 foot or shallower lifts and routing excavation equipment over the entire width of the lifts, with the exception of side hill embankments too narrow to accommodate excavation equipment which may be placed by end-dumping or sidecasting until sufficiently wide to support the equipment.

SUBSECTION BORROW

4-45 SELECT BORROW Select borrow shall consist of granular material, either naturally occurring or processed, and shall contain no more than 5% clay, organic debris, or trash by volume.

4-46 COMMON BORROW Common borrow shall consist of soil, and/or aggregate that is non-plastic and shall contain no more than 5% clay, organic debris, or trash by volume. The material is considered non-plastic if the fines (passes the U.S. #40 sieve) in the sample cannot be rolled between the hand and a smooth surface into a thread at any moisture content.

4-47 NATIVE MATERIAL Native material shall be excavated material free of organic debris, trash, and rocks greater than 12" in any dimension.

4-48 BORROW MATERIAL Borrow material shall contain no more than 5% clay, organic debris, or trash by volume.

SUBSECTION SHAPING

4-55 ROAD SHAPING The road subgrade and surface shall be shaped as shown on the Typical Section Sheet. The subgrade and surface shape shall ensure runoff in an even, un-concentrated manner, and shall be uniform, firm, and rut-free.

4-56 DRY WEATHER SHAPING At any time of year, the Contract Administrator may require the application of water to facilitate shaping activities. The method of water application is subject to written approval by the Contract Administrator.

SUBSECTION COMPACTION

4-60 FILL COMPACTION Purchaser shall compact all embankment and waste material in accordance with the Compaction List by routing equipment over the entire width of each lift. A plate

Hoko Revival VRH VDT Page 27 of 63 Revised 8/22/2018 Contract No. 30-097366 compactor must be used for areas specifically requiring keyed embankment construction, and embankment segments too narrow to accommodate equipment.

4-61 SUBGRADE COMPACTION Purchaser shall compact constructed and reconstructed subgrades in accordance with the Compaction List by routing equipment over the entire width, except ditch. Purchaser shall obtain written approval from the Contract Administrator for subgrade compaction before placement of rock.

4-62 DRY WEATHER COMPACTION At any time of the year, the Contract Administrator may require the application of water to facilitate compaction activities. The method of water application is subject to written approval by the Contract Administrator.

4-63 EXISTING SURFACE COMPACTION Purchaser shall compact maintained road surfaces in accordance with the Compaction List by routing equipment over the entire width.

4-64 WASTE MATERIAL COMPACTION All waste material shall be compacted by running equipment over it or bucket tamping.

4-65 CULVERT BACKFILL COMPACTION Culvert backfills shall be accomplished by using a jumping jack compactor, performing at least 2 passes per lift, in lifts not to exceed 8 inches.

4-66 COMPACTION BY METHOD Compaction shall consist of three complete passes over the entire width of each lift with a vibratory drum roller weighing a minimum of 6,000 pounds at a maximum operating speed of 3 mph. For embankment segments too narrow to accommodate a drum roller, a plate compactor shall be used.

SECTION 5 – DRAINAGE

5-4 PUNCHEON RESTRICTED At no time shall puncheon be used in the subgrade, unless approved by the Contract Administrator.

SUBSECTION CULVERTS

5-5 CULVERTS Culverts shall be installed as part of this contract. Culverts shall be installed concurrently with subgrade work and shall be installed before subgrade compaction and rock application. Culvert locations and the minimum requirements for culvert length and diameter are designated on the Culvert List. Culvert, downspout, and flume lengths shall be adjusted to fit as-built conditions and shall not terminate directly on unprotected soil. Culverts shall be new and meet the material specifications in Clauses 10-15 through 10- 24.

Hoko Revival VRH VDT Page 28 of 63 Revised 8/22/2018 Contract No. 30-097366 5-11 UNUSED MATERIALS STATE PROPERTY On required roads, any materials listed on the Culvert List and Rock List that are not installed shall become the property of the State. Purchaser shall stockpile materials at the Mary Clark Pit or as directed by the Contract Administrator.

5-12 CONTINGENCY CULVERTS The following culverts will be supplied by the Purchaser and will be available for installation on any road listed in the TYPICAL SECTION SHEET as directed by the Contract Administrator. Unused contingency culverts shall be stockpiled at the Mary Clark Pit or as directed by the Contract Administrator.

Road Size As Directed by C/A. 18”x30’ As Directed by C/A. 18”x30’ As Directed by C/A. 18”x30’

SUBSECTION CULVERT INSTALLATION

5-15 CULVERT INSTALLATION Installation shall be in accordance with the Typical Cross Drain Culvert Installation Detail, Typical Type Ns Np Culvert Installation Detail, the National Corrugated Metal Pipe Association’s "Installation Manual for Corrugated Steel Drainage Structures", and the Corrugated Polyethylene Pipe Association’s “Recommended Installation Practices for Corrugated Polyethylene Pipe and Fittings”. Corrugated Polyethylene pipe shall be installed in a manner consistent with the manufacturer’s recommendations.

5-16 APPROVAL FOR LARGER CULVERT INSTALLATION Installation of culverts 30 inches in diameter and over shall be subject to written approval by the District Engineer or their designee before backfilling.

5-17 CROSS DRAIN SKEW AND SLOPE Cross drains on road grades in excess of 3% shall be skewed at least 30 degrees from perpendicular to the road centerline, except where the cross drain is at the low point in the road. Where the cross drain is at the low point in the road, culverts shall not be skewed. Cross drain culverts shall be installed at a slope steeper than the incoming ditch grade, but not less than 3% or more than 10%.

5-18 CULVERT DEPTH OF COVER Cross drain culverts shall be installed with a depth of cover of not less than 18 inches of compacted depth over the top of the culvert at the shallowest point. Stream crossing culverts shall be installed with a depth of cover specified in the Engineer’s design, Type Ns Np Typical Detail Sheet, or to the minimum depth recommended by the culvert manufacturer for the type of cover material over the pipe, whichever is greater.

SUBSECTION ENERGY DISSIPATERS

5-20 ENERGY DISSIPATERS Energy dissipaters shall be installed to prevent erosion and are subject to approval by the Contract Administrator. Rock shall weigh at least 10 pounds and be placed by zero-

Hoko Revival VRH VDT Page 29 of 63 Revised 8/22/2018 Contract No. 30-097366 drop-height method. Energy dissipater shall extend a minimum of ¾ foot to each side of the culvert at the outlet and a minimum of 2 feet beyond the outlet.

5-21 DOWNSPOUTS AND FLUMES Downspouts and flumes longer than 10 feet shall be staked on both sides at maximum intervals of 10 feet with 6-foot heavy-duty steel posts or 1 ½” X 3/16” angle iron, and fastened securely to the posts with No. 10 galvanized smooth wire, or bolted using minimum 5/16” bolts and 2 washers per bolt, in accordance with the Culvert Installation Typical Details Page.

SUBSECTION CATCH BASINS, HEADWALLS, AND ARMORING

5-25 CATCH BASINS Catch basins shall be constructed to resist erosion. Approximate dimensions are 1-2 feet deep, 1-2 feet wide, and 2-4 feet long.

5-26 HEADWALLS FOR CROSS DRAIN CULVERTS Headwalls shall be constructed in accordance with the Typical Cross Drain Culvert Installation Detail at all cross drain culverts that specify the placement of rock. Rock used for headwalls shall consist of oversize or quarry spall material. Rock shall be placed on shoulders, slopes, and around culvert inlets and outlets. Rock shall not restrict the flow of water into culvert inlets or catch basins. No end dumping of rock is allowed.

SUBSECTION SURFACE DRAINAGE

5-30 DRIVABLE WATERBAR CONSTRUCTION Purchaser shall construct drivable waterbars as listed below and as marked in the field. Drivable waterbars must be installed concurrently with construction of the subgrade and must be maintained in an operable condition.

Road Stations Comments S-1090.2 0+10 From ditchline to constructed ditchout at road approach. S-1600.1 0+20 From ditchline to ditchline at road approach. S-1620.1 0+10 From ditchline to ditchline at road approach.

5-31 ROLLING DIP CONSTRUCTION Purchaser shall construct rolling dips as listed below and as marked in the field. Rolling dips must be installed concurrently with construction of the subgrade and must be maintained in an operable condition.

Road Stations Comments S-1610 22+50 Construct at a slope so that water drains to the inside (right) ditchline.

Hoko Revival VRH VDT Page 30 of 63 Revised 8/22/2018 Contract No. 30-097366 SECTION 6 – ROCK AND SURFACING

SUBSECTION ROCK SOURCE

6-2 ROCK SOURCE ON STATE LAND Rock used in accordance with the quantities on the Rock List may be obtained from the following source(s) on state land at no charge to the Purchaser. 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, the rock source(s), a joint operating plan shall be developed. All parties shall follow this plan. The Purchaser shall notify the Contract Administrator a minimum of 5 calendar days before starting any operations in the listed locations.

Source Location Rock Type Mary Clark Pit T30N, R12W, Sec. 25 1 ¼” minus crushed, Pit Run, Oversize

6-3 ROCK SOURCE STATE LAND, EXISTING STOCKPILE Rock used in accordance with the quantities on the Rock List may be obtained from the following existing stockpile(s) on state land at no charge to the Purchaser. Purchaser shall remove no more than 3290 cubic yards of 1 ¼” minus crushed rock unless approved by the Contract Administrator.

Source Location Quantity (yd3) Mary Clark Pit T30N, R12W, Sec. 25 3290 yd3

6-5 ROCK FROM COMMERCIAL SOURCE Rock used in accordance with the quantities on the Rock List may be obtained from any commercial source at the Purchaser's expense. Rock sources will be subject to written approval by the Contract Administrator before their use.

SUBSECTION ROCK GRADATIONS

6-28 1 ¼-INCH MINUS CRUSHED ROCK % Passing 1 ¼” square sieve 100% % Passing 5/8” square sieve 50 - 80% % Passing U.S. #4 sieve 30 - 50% % Passing U.S. #40 sieve 3 - 18% % Passing U.S. #200 sieve 5%

The portion of aggregate retained on the No. 4 sieve shall not contain more than 0.2% organic debris and trash. All percentages are by weight.

6-52 OVERSIZE % Passing 8” square sieve 100% % Passing 4” square sieve 0%

Rock shall not contain more than 5 percent vegetative debris or trash. All percentages are by weight.

Hoko Revival VRH VDT Page 31 of 63 Revised 8/22/2018 Contract No. 30-097366 SUBSECTION ROCK MEASUREMENT

6-55 ROCK APPLICATION MEASURED BY COMPACTED DEPTH Measurement of specified rock depths are defined as the compacted depth(s) using the compaction methods required in this Road Plan. Estimated quantities specified in the Rock List are estimated truck yards. Purchaser shall apply adequate amounts of rock to meet the specified rock depths. Specified rock depths are minimum requirements and are not subject to reduction.

SUBSECTION ROCK STOCKPILE

6-65 ROCK STOCKPILE LOCATION The Purchaser may stockpile rock as listed below, and as directed by the Contract Administrator.

Rock Source Rock Size Quantity (c.y.) Stockpile Location Mary Clark Pit Pit Run 3160 S-1000 Part A (101+60) Mary Clark Pit 1 ¼” minus crushed 1316 S-1000 Part A (101+60) Mary Clark Pit Pit Run 4740 S-1000 Part A (238+50) Mary Clark Pit 1 ¼” minus crushed 1974 S-1000 Part A (238+50)

6-67 ROCK STOCKPILE SPECIFICATIONS Rock stockpiles listed in Clause 6-65 Rock Stockpile Location 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.  When completed, the stockpile shall be neat and regular in shape.  The stockpile height shall be limited to a maximum of 30 feet.  Stockpiles in excess of 500 cubic yards shall be built up in layers not more than 8 feet in depth. Stockpile layers shall be constructed by trucks, clamshells, or other methods approved, in writing, by the Contract Administrator.  Each layer shall be completed over the entire area of the pile before depositing aggregates in the next layer. The aggregates shall not be dumped so that they run 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.  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.

SUBSECTION ROCK APPLICATION

6-70 APPROVAL BEFORE ROCK APPLICATION Subgrade drainage installation including grading and compaction, shall be completed and approved in writing by the Contract Administrator, before rock application.

6-71 ROCK APPLICATION Rock shall be applied in accordance with the specifications and quantities shown on the Rock List. Rock shall be spread, shaped, and compacted full-width concurrent with rock

Hoko Revival VRH VDT Page 32 of 63 Revised 8/22/2018 Contract No. 30-097366 hauling operations. Rock shall be compacted in accordance with Compaction List, in lifts not to exceed 6 inches.

6-72 ROCK APPLICATION AFTER HAULING On the following road(s), upon completion of all hauling operations, Purchaser shall 1 apply pit run (PR) and 1 /4” minus crushed rock (CR) in accordance with the quantities shown on the Rock List.

Road Stations Amount S-1000 As Directed by C/A. 300 yd3 CR Part A S-1000 As Directed by C/A. 100 yd3 CR Part B S-1090 As Directed by C/A. 30 yd3 PR S-1400 As Directed by C/A. 30 yd3 CR S-1600 As directed by Contract Administrator. 150 yd3 CR

6-73 ROCK FOR WIDENED PORTIONS Turnarounds, turnouts, and areas with curve widening shall have rock applied to the same depth and specifications as the traveled way.

6-78 ROCK FOR SPOT PATCHING Rock for spot patching shall be applied before any grading is done and before any rock lifts are applied. Once applied, spot patches shall be graded into the existing running surface.

SECTION 7- STRUCTURES

SUBSECTION STREAM CROSSING STRUCTURES GENERAL

7-5 STRUCTURE DEBRIS The Purchaser shall ensure that debris from the installation or removal of structures does not enter any stream. Components removed from the existing structures(s) shall be placed at designated site(s), as directed in writing by the Contract Administrator. The Purchaser is responsible for maintaining a clean jobsite, with all materials stored away from any high water mark or other area presenting a risk of the materials entering a stream. Debris entering any stream shall be removed immediately and placed in the site(s) designated for stockpiling or disposal. The Purchaser is responsible for retrieving all material carried downstream from the jobsite by the stream current.

7-6 STREAM CROSSING INSTALLATION Installation of stream crossing structures shall be in accordance with the manufacturer's requirements, and as directed by the District Engineer or their designee.

7-7 BANK PROTECTION FOR STREAM CROSSING STRUCTURES Bank protection shall be designed and constructed to prevent the undermining of the structure.

Hoko Revival VRH VDT Page 33 of 63 Revised 8/22/2018 Contract No. 30-097366 SECTION 8 – EROSION CONTROL

8-1 SEDIMENT CONTROL STRUCTURES On the following roads, Purchaser shall install sediment control structures as listed below and in accordance with appropriate Clauses. Road Stations Comments S-1000 Part A 15+20 – 16+20 Construct rock berm on right shoulder of road. S-1000 Part A 15+20 – 17+60 Construct rock berm on left shoulder of road. S-1000 Part A 190+40 – 193+20 Install silt fence on left shoulder of road S-1000 Part A 227+40 Construct catch basins X 2 in left ditch. Install silt fences X 2 in left ditch. S-1000 Part A 228+75 Construct catch basins X 2 in left ditch. Install silt fences X 2 in left ditch. S-1000 Part B 79+65 – 82+35 Construct rock berm on left shoulder of road. S-1000 Part B 85+50 – 86+90 Construct rock berm on left shoulder of road. S-1000 Part B 113+00 Construct catch basins X 2 in right ditch. Install silt fences X 2 in right ditch. S-1000 Part B 123+90 Construct catch basins X 2 in right ditch. Install silt fences X 2 in right ditch. S-1000 Part B 142+10 Construct catch basins X 2 in right ditch. Install silt fences X 2 in right ditch. S-1090 41+30 Construct catch basins X 2 in left ditch. Install silt fences X 2 in left ditch. S-1610 6+80 – 7+70 Construct rock berm on left shoulder of road. S-1610 6+80 – 8+30 Construct rock berm on right shoulder of road. S-1610 21+60 Install silt fence in ditch on left. Install silt fence in ditch on right. S-1610.1 9+15 Install silt fence x 2 in ditch on left. Construct catch basins x 2 in ditch on left. S-1610.1 10+25 Install silt fence x 2 in ditch on left. Construct catch basins x 2 in ditch on left. CP-2000 6+35 Install silt fence x 2 in ditch on right. CP-2000 27+35 Install silt fence x 2 in ditch on right. CP-2000 34+00 Install silt fence x 2 in ditch on right. CP-2000 36+55 Install silt fence x 2 in ditch on right. CP-2000 38+20 Install silt fence x 2 in ditch on right. CP-2000 78+25 Install silt fence x 2 in ditch on right. CP-2000 83+10 – 84+10 Install silt fence on left shoulder of road.

8-2 PROTECTION FOR EXPOSED SOIL Purchaser shall furnish and evenly spread a 3-inch layer of straw to all exposed soils at stream culvert installations. Soils shall not be allowed to sit exposed during any rain event.

Hoko Revival VRH VDT Page 34 of 63 Revised 8/22/2018 Contract No. 30-097366 8-7 ROAD SHOULDER BERM INSTALLATION On the following road(s), the Purchaser shall construct berms on the road shoulders.

Road Stations Comments S-1000 Part A 15+20 – 16+20 Construct rock berm on right shoulder of road. S-1000 Part A 15+20 – 17+60 Construct rock berm on left shoulder of road. S-1000 Part B 79+65 – 82+35 Construct rock berm on left shoulder of road. S-1000 Part B 85+50 – 86+90 Construct rock berm on left shoulder of road. S-1610 6+80 – 7+70 Construct rock berm on left shoulder of road. S-1610 6+80 – 8+30 Construct rock berm on right shoulder of road.

SUBSECTION REVEGETATION

8-15 REVEGETATION Purchaser shall grass seed and hay mulch all exposed soils including, but not limited to, stream culverts, waste areas, sidecast pull back areas, stream crossing removals, bridge installations, and other areas directed by the Contract Administrator. Revegetation of exposed soils shall be accomplished by manual dispersal of grass seed unless otherwise detailed in this Road Plan. Other methods of revegetation must be approved in writing by the Contract Administrator.

8-16 REVEGETATION SUPPLY All seed, mulch, hay, matting, etc. will be provided by the Purchaser.

8-17 REVEGETATION TIMING Purchaser shall perform revegetation during the first available opportunity. Soils shall not be allowed to sit exposed for longer than one month without receiving revegetation treatment unless otherwise approved in writing by the Contract Administrator. Soils shall not be allowed to sit exposed during any rain event.

8-18 PROTECTION FOR SEED Purchaser shall provide a protective cover over the revegetated area. The protective cover may consist of, but not be limited to, such items as dispersed hay mulch 3” thick or jute matting.

8-19 ASSURANCE FOR SEEDED AREA The Purchaser shall be responsible to ensure a uniform and dense crop of grass. The Purchaser shall reapply the seed and/or mulch in areas that have been damaged through any cause, before approval from the Contract Administrator. The Purchaser shall restore eroded or disturbed areas, clean up and properly dispose of eroded materials, and reapply the seed and/or mulch at no additional cost to the state.

SUBSECTION SEED, FERTILIZER, AND MULCH

8-25 GRASS SEED Purchaser shall evenly spread the seed mixture listed below on all exposed soils at a rate of 60 pounds per acre of exposed soil. Seed Species % by Weight  Perennial Ryegrass 40.00  Creeping Red Fescue 40.00

Hoko Revival VRH VDT Page 35 of 63 Revised 8/22/2018 Contract No. 30-097366  White Dutch Clover 10.00  Colonial Bentgrass 10.00

Grass seed shall meet the following specifications: 1. Weed seed may not exceed 0.5% by weight. 2. All seed species must have a minimum 90% germination rate, unless otherwise specified. 3. Seed must be certified. 4. Seed must be furnished in standard containers showing the following information: a. Common name of seed b. Net weight c. Percent of purity d. Percentage of germination e. Percentage of weed seed and inert material

SECTION 9 – POST-HAUL ROAD WORK

SUBSECTION POST-HAUL MAINTENANCE

9-5 POST-HAUL MAINTENANCE Post-haul maintenance shall be performed in accordance with the Forest Access Road Maintenance Specifications and as specified below.

Road Stations Additional Requirements All All Clean culverts, clean ditches, grade road shape and compact as directed by the Contract Administrator. Apply post haul rock as per Clause 6-72. S-1400 0+00 – 7+60 Clean culverts, clean ditches, grade road shape and compact as directed by the Contract Administrator. Apply post haul rock as per Clause 6-72. S-3006 0+00 – 9+70 Clean culverts, clean ditches, grade road shape and compact as directed by the Contract Administrator. S-1090.4 0+00 – 3+30 Clean culverts, clean ditches, grade road shape and compact as directed by the Contract Administrator. S-1000 0+00 – 247+60 Clean culverts, clean ditches, grade road shape and Part A compact as directed by the Contract Administrator. Apply post haul rock as per Clause 6-72. S-1000 (247+60= 0+00) Clean culverts, clean ditches, grade road shape and Part B 0+00 – 153+30 compact as directed by the Contract Administrator. Apply post haul rock as per Clause 6-72. CZ-1000 0+00 – 123+30 Clean culverts, clean ditches, grade road shape and compact as directed by the Contract Administrator.

SUBSECTION POST-HAUL LANDING MAINTENANCE

9-10 LANDING DRAINAGE On all roads, Purchaser shall provide for drainage of the landing surface as approved in writing by the Contract Administrator.

Hoko Revival VRH VDT Page 36 of 63 Revised 8/22/2018 Contract No. 30-097366 9-11 LANDING EMBANKMENT On all roads, landing embankments shall be sloped to original construction specifications.

SECTION 10 MATERIALS

SUBSECTION GEOTEXTILES

10-6 GEOTEXTILE FOR TEMPORARY SILT FENCE Geotextiles shall meet the following minimum requirements for strength and property qualities, and shall be designed by the manufacturer to be used for filtration. Woven slit- film geotextiles will not be allowed. Material shall be free of defects, cuts, and tears.

ASTM Requirements Test Type -- Unsupported between posts Apparent opening size D 4751 No. 30 max., No. 100 min. Water permittivity D 4491 0.02 sec-1 180 lb in machine direction, Grab tensile strength D 4632 100lb in cross-machine direction Grab tensile elongation D 4632 30% max. at 180 lb or more Ultraviolet stability D 4355 70% retained after 500 hours of exposure

SUBSECTION EROSION CONTROL AND REVEGETATION

10-10 JUTE EROSION CONTROL MATTING Jute mesh shall have a uniform open plain weave made from jute yarn that does not vary by more than half its nominal diameter. Erosion control matting shall conform to the specifications listed below, and shall be recommended by the manufacturer for use on embankments with a slope of 1½:1 (H:V) or steeper. . Mesh size: 1 inch max. . Mesh mass: 0.9 lb/yd² ±5%

10-11 COCONUT EROSION CONTROL MATTING Coconut mat shall have a uniform open plain weave made from jute, coconut coir, synthetic polypropylene fibers, or other approved yarn. Erosion control matting shall conform to the specifications listed below, and shall be recommended by the manufacturer for use on embankments with a slope of 1½:1 (H:V) or steeper.  Mesh size: 0.5 to 1 inch.  Mesh mass: 0.4 lb/yd² min.  Netting shall be photodegradable on one side.  Moisture content shall not exceed 20%.

10-12 WOOD EXCELSIOR EROSION CONTROL MATTING Excelsior blanket shall have a uniform thickness made of curled wood excelsior secured on the top side to a biodegradable, photodegradable extruded plastic mesh. Matting shall be smolder resistant without the use of additional chemical additives. Erosion control matting shall conform to the specifications listed below, and shall be recommended by the manufacturer for use on embankments with a slope of 1½:1 (H:V) or steeper.

Hoko Revival VRH VDT Page 37 of 63 Revised 8/22/2018 Contract No. 30-097366  Mesh size: 1 to 2 inch.  Blanket mass: 1 lb/yd² ±10%  Excelsior fibers: 7.8 inch (200-mm) length 80% min.

SUBSECTION CULVERTS

10-15 CORRUGATED STEEL CULVERT Metallic coated steel culverts shall meet AASHTO M-36 (ASTM A-760) specifications. Culverts shall be aluminized (aluminum type 2 coated meeting AASHTO M-274.

10-16 CORRUGATED ALUMINUM CULVERT Aluminum culverts shall meet AASHTO M-196 (ASTM A-745) specifications.

10-17 CORRUGATED PLASTIC CULVERT Polyethylene culverts shall meet AASHTO M-294 specifications. Culverts shall be Type S – double walled with a corrugated exterior and smooth interior.

10-18 CORRUGATED STEEL STRUCTURAL PLATE Structural plate culverts shall be galvanized steel meeting AASHTO M-167 (ASTM A- 761) specifications.

10-19 CORRUGATED ALUMINUM STRUCTURAL PLATE Structural plate culverts shall be aluminum alloy meeting AASHTO M-219 (ASTM A-746) specifications.

10-20 FLUME AND DOWNSPOUT Downspouts and flumes shall meet the AASHTO specification designated for the culvert. Plastic downspouts and flumes shall be Type S – double walled with a corrugated exterior and smooth interior.

10-21 METAL BAND Metal coupling and end bands shall meet the AASHTO specification designated for the culvert and shall have matching corrugations. On culverts 24 inches and smaller, bands shall have a minimum width of 12 inches. On culverts over 24 inches, bands shall have a minimum width of 24 inches.

10-22 PLASTIC BAND Plastic coupling and end bands shall meet the AASHTO specification designated for the culvert. Only fittings supplied or recommended by the culvert manufacturer shall be used. Couplings shall be split coupling band. Split coupling bands shall have a minimum of four corrugations, two on each side of the pipe joint.

10-23 RUBBER CULVERT GASKETS Rubber gaskets must be continuous closed cell, synthetic expanded rubber gaskets conforming to the requirements of ASTM D 1056. Rubber gaskets must be used with all corrugated metal pipe coupling bands.

Hoko Revival VRH VDT Page 38 of 63 Revised 8/22/2018 Contract No. 30-097366 10-24 GAGE AND CORRUGATION Metal culverts shall conform to the following specifications for gage and corrugation as a function of diameter.

Diameter Gage Corrugation 2 1 18" 16 (0.064”) 2 /3" X /2" 2 1 24" to 42" 14 (0.079”) 2 /3" X /2" 48” to 54” 12 3” X 1” 60” + 10 5” X 1”

Hoko Revival VRH VDT Page 39 of 63 Revised 8/22/2018 Contract No. 30-097366

ROCK LIST SHEET TOTAL

ROCK TYPE SOURCE TOTAL AMOUNT Pit Run Mary Clark Pit 7900 1 ¼” Minus Mary Clark Pit 3290 Oversize (rip rap) Mary Clark Pit 21.5

Hoko Revival VRH VDT Page 47 of 63 Revised 8/22/2018 Contract No. 30-097366 CULVERT LIST

OUTLET (cy) OUTLET INLET (cy) INLET

- –

ROAD NAME NOTES STATION DIAMETER CULVERT (in) (ft) LENGTH CULVERT (ft) LENGTH FLUME RAP RIP RAP RIP MATERIAL BACKFILL S-1000 191+70 12 40 Above ground pipe. Install flared Part A inlet, 90◦ elbow, and 12”x20’ double walled pipe + 12”x20’ single walled perforated pipe. See detail sheet. S-1000 79+65 18 40 20 0.5 PR Culvert + Flume Install. Add energy Part B dissipater to outlet. S-1000 85+50 18 40 20 0.5 PR Culvert + Flume Install. Add energy Part B dissipater to outlet. S-1000 86+90 Culvert Maintenance. Fix band and Part B flume. S-1000 93+85 Culvert maintenance. Clean inlet. Part B S-1000 102+15 18 30 20 0.5 0.5 PR Culvert + Flume Install. Armor Inlet. Part B Add energy dissipater to outlet. S-1000 110+40 18 30 0.5 PR/ Culvert Install. Add energy dissipater Part B CR to outlet. S-1000 122+00 18 30 0.5 0.5 PR/ Culvert Install. Armor Inlet. Add Part B CR energy dissipater to outlet. S-1000 131+40 18 30 0.5 PR/ Culvert Install. Construct 20’ Ditchout Part B CR at outlet on left. Add energy dissipater to outlet. S-1000 149+40 18 30 20 0.5 0.5 PR/ Culvert + Flume Install. Armor Inlet. Part B CR Add energy dissipater to outlet. S-1090 0+00 18 40 PR Culvert Replacement. S-1090 3+00 18 30 0.5 0.5 PR Culvert Install. Construct headwall. Armor Inlet. Add energy dissipater to outlet. S-1090 35+60 18 40 0.5 NT Culvert Install. Use pulled back material on road for backfill. Add energy dissipater to outlet. S-1090 41+15 1.5 Culvert Maintenance. Armor Inlet. S-1091 0+50 18 26 0.5 0.5 PR Install. Armor Inlet + Outlet S-1600 10+40 24 30 0.5 PR/ Culvert Replacement. Add energy CR dissipater to outlet. S-1600 14+35 Culvert Maintenance. Repair outlet, re-attach and clean flume.

Hoko Revival VRH VDT Page 48 of 63 Revised 8/22/2018 Contract No. 30-097366 CULVERT LIST CONTINUED

OUTLET (cy) OUTLET

INLET (cy) INLET –

- STATION

ROAD (ft) LENGTH FLUME BACKFILL MATERIAL BACKFILL CULVERT LENGTH (ft) LENGTH CULVERT NAME RAP RIP NOTES (in) DIAMETER CULVERT RAP RIP S-1600 20+60 18 26 0.5 PR Culvert Install. Add energy dissipater /C to outlet. R S-1600 22+75 0.5 Culvert Maintenance. Add energy dissipater to outlet. S-1600 28+90 0.5 Culvert Maintenance. Clean inlet/outlet and add energy dissipater. S-1600 45+10 18 26 0.5 PR Culvert Install. Add energy dissipater / to outlet. CR S-1600.1 6+75 18 30 0.5 PR Culvert Install. Add energy dissipater to outlet. S-1620 13+40 0.5 Culvert Maintenance. Clean inlet/outlet and add energy dissipater to outlet. S-1620 17+15 Culvert Maintenance. Clean inlet/outlet. S-1620 23+90 18 26 0.5 PR Culvert Install. Add energy dissipater to outlet. S-1620 30+40 18 30 0.5 PR Culvert Install. Add energy dissipater to outlet. S-1620 35+05 18 30 0.5 PR Culvert Install. Add energy dissipater to outlet. S-1620 46+10 18 40 20 0.5 PR Culvert + Flume Install. Add energy dissipater to outlet. S-1620 47+80 18 40 0.5 PR Culvert Replacement. Add energy dissipater to outlet. S-1610 0+10 24 40 0.5 PR Culvert Install + additional rock for lift. Add energy dissipater to outlet. S-1610 6+80 18 26 0.5 PR Culvert Install + DOR. Add energy dissipater to outlet. S-1610 7+60 Culvert Maintenance. Clean outlet.

Hoko Revival VRH VDT Page 49 of 63 Revised 8/22/2018 Contract No. 30-097366 CULVERT LIST CONTINUED

OUTLET (cy) OUTLET

– INLET (cy) INLET

- STATION

ROAD (ft) LENGTH FLUME BACKFILL MATERIAL BACKFILL CULVERT LENGTH (ft) LENGTH CULVERT NAME RAP RIP NOTES (in) DIAMETER CULVERT RAP RIP S-1610 11+60 0.5 Culvert Maintenance. Clean inlet/outlet and add energy dissipater to outlet. S-1610 28+00 0.5 Culvert Maintenance. Clean inlet and add energy dissipater to outlet. S-1610.1 5+50 0.5 Culvert Maintenance. Clean inlet and add energy dissipater to outlet. Install 2 silt fences and construct 2 catch basins in ditch on left. S-1610.1 9+15 Culvert Maintenance. Clean inlet and pry it open. Install 2 silt fences and construct 2 catch basins in ditch on left. S-1610.2 1+00 18 26 0.5 PR Culvert Install + DOR. Add energy dissipater to outlet. S-1610.2 4+00 PR Culvert Removal S-1610.2 6+40 18 26 0.5 PR Culvert Install. Add energy dissipater to outlet. S-1610.2 9+05 PR Culvert Removal S-1610.2 12+30 18 40 1 0.5 PR Culvert Install + DOR. Armor inlet and add energy dissipater to outlet. CP-2000 21+50 Culvert Maintenance. Clean outlet. CP-2000 64+65 Culvert Maintenance. Clean inlet Contingency 18 30 0.5 PR Culvert Install as directed by Contract Culvert Administrator. Add energy dissipater to outlet.

Contingency 18 30 0.5 PR Culvert Install as directed by Contract Culvert Administrator. Add energy dissipater to outlet.

All rip rap shall be Oversize unless specified in the Rock List, or in the field. All backfill shall be native material (NT) unless specified otherwise. CR= 1 ¼”- crushed rock, PR= pit run. Oversize material to be obtained from Mary Clark Pit unless otherwise specified.

Hoko Revival VRH VDT Page 50 of 63 Revised 8/22/2018 Contract No. 30-097366 COMPACTION LIST

Road Stations Type Max

Depth

Per Lift Type (mph) Speed Speed Passes Minimum Minimum Maximum (inches) Operating Number of Equipment Equipment Weight (lbs) Existing Surface, Vibratory Pre-Haul All Rock Placement, 6” Smooth 6000 3 3 Rock Lifts Drum Jumping Pre-Haul All Culvert Backfill 8” 3 Jack Waste Excavator/ All Waste Area 24” 6000 2 3 Areas Dozer S-1000 Part A, S- 1000 Part B, S- Existing Surface, Vibratory Post Haul 1090.4, S-1400, Rock Placement, 6” Smooth 6000 3 3 S-3006, CZ-1000, Rock Lifts Drum All

Hoko Revival VRH VDT Page 51 of 63 Revised 8/22/2018 Contract No. 30-097366 SUMMARY - Road Development Costs SALE NAME: Hoko Revival VRH VDT CONTRACT#: 30-097366 REGION: Olympic DISTRICT: Coast LEGAL DESCRIPTION: T32R14W Sec 30 & 36 TOTAL ROAD NAME: Equip Trail S-1000 Pt A S-1000 Pt B S-1000K S-1090 S-1090 1 S-1090 2 S-1091 Stockpile S-1600 S-1600 1 TOTAL: SHEET #2-3

ROAD TYPE: Const Prehaul Prehaul Prehaul Prehaul Prehaul Prehaul Prehaul Prehaul Prehaul Prehaul

NUMBER OF STATIONS: 1 50 247 60 153 30 8 70 43 20 11 60 2 00 7 00 0 00 47 00 10 40 532 30 1,067 10 SIDESLOPE: 25% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%

CLEARING AND GRUBBING: $86 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $86 $0 ROAD BRUSHING: $0 $0 $833 $0 $0 $0 $0 $0 $0 $0 $0 $833 $1,704 EXCAVATION AND FILL: $381 $0 $0 $0 $0 $0 $100 $0 $0 $0 $100 $581 $300 ROAD GRADING: $0 $1,609 $996 $57 $281 $75 $13 $46 $0 $306 $68 $3,450 $6,362 DITCH CLEANING/CONSTRUCTION: $0 $0 $462 $285 $1,443 $378 $0 $226 $0 $257 $351 $3,403 $3,151 ROCK TOTALS (Cu Yds )/ROCK COSTS: $0 Ballast: 7899 7,900 80 60 290 480 1,540 580 120 350 3,420 80 580 $7,579 $8,219 $478 $358 $1,740 $2,867 $9,240 $3,480 $720 $2,100 $53,652 $478 $3,463 $78,577 $92,126 Surface: 3290 3,290 0 80 1710 0 0 0 0 0 1790 730 0 4,310 $2,270 $0 $478 $10,260 $0 $0 $0 $0 $0 $27,638 $4,365 $0 $42,741 $27,518 Oversize: 20 22 0 0 0 0 0 0 0 0 20 0 0 20 $0 $0 $0 $0 $0 $0 $0 $0 $0 $344 $0 $0 $344 $0 CULVERTS AND FLUMES: $0 $2,980 $5,380 $0 $2,420 $0 $0 $572 $0 $1,924 $660 $13,936 $7,368

STRUCTURES: $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 MISC EXPENSES: $0 $1,746 $1,194 $593 $795 $925 $173 $534 $0 $379 $634 $6,972 $9,560 OVERHEAD: $113 $574 $1,669 $304 $1,134 $389 $80 $278 $6,531 $617 $422 $12,112 $12,130

TOTAL COSTS: $1,059 $7,745 $22,536 $4,106 $15,313 $5,247 $1,086 $3,756 $88,164 $8,327 $5,697 $163,034 $160,219

COST PER STATION: $706 $31 $147 $472 $354 $452 $543 $537 $177 $548 $306 $223 24 *Costs per station do not reflect the stockpiling cost See stockpile column for stockpile costs MOBILIZATION: $8,500 ROAD DEACTIVATION AND ABANDONMENT COSTS: $0 Pit Work $0 Road Standard Const Reconst Prehaul Posthaul TOTAL (All Roads) = $331,753 Total Costs = $3,892 04 $0 00 $309,453 59 $18,407 67 SALE VOLUME MBF = 6,153 NOTE: This appraisal has no allowance for profit and risk Total Sta = 1 5 0 747 747 TOTAL COST PER MBF = $53 92 Sheet 1 of 3 Cost per Sta = $2,594 69 $0 00 $414 37 $24 65 TOTAL COST PER STATION= $207 42 Plans to be furnished by: Justin Pagel Compiled by: Carrie Theus Date: 08/08/2018

Hoko Revival VRH VDT Page 52 of 63 Revised 8/22/2018 Contract No. 30-097366 SUMMARY - Road Development Costs SALE NAME Hoko Revival VRH VDT CONTRACT#: 30-097366 REGION: Olympic DISTRICT: Coast LEGAL DESCRIPTION: T32R14W Sec. 30 & 36

ROAD NAME: S-1600 2 S-1620 S-1620 1 S-1610 S-1610 1 S-1610 2 S-1610 2A S-1610 3 CP-2000 Stockpile 2 S-1000 Pt A S-1000 Pt B S-1000K S-1090 S-1090 1 S-1090 2 S-1091

ROAD TYPE: Prehaul Prehaul Prehaul Prehaul Prehaul Prehaul Prehaul Prehaul Prehaul Prehaul Posthaul Posthaul Posthaul Posthaul Posthaul Posthaul Posthaul

NUMBER OF STATIONS: 3.60 55.00 2.10 28.25 16.00 14.85 3.60 4.20 88.40 0.00 247.60 153.30 8.70 43.20 11.60 2.00 7.00 SIDESLOPE: 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%

CLEARING AND GRUBBING: $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 ROAD BRUSHING: $0 $0 $0 $113 $0 $0 $0 $0 $1,591 $0 $0 $0 $0 $0 $0 $0 $0 EXCAVATION AND FILL: $0 $0 $100 $200 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 ROAD GRADING: $23 $358 $14 $184 $104 $97 $23 $27 $0 $0 $1,609 $996 $57 $281 $75 $13 $46 DITCH CLEANING/CONSTRUCTION: $0 $1,269 $164 $638 $474 $466 $140 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 ROCK TOTALS (Cu Yds )/ROCK COSTS: $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 Ballast: 60 1,300 200 710 340 680 170 250 0 4,480 0 0 0 30 0 0 0 $359 $7,774 $1,392 $4,244 $2,033 $4,065 $1,017 $1,495 $0 $69,567 $0 $0 $0 $180 $0 $0 $0 Surface: 0 0 0 190 0 0 0 0 0 1,500 300 100 0 0 0 0 0 $0 $0 $0 $1,135 $0 $0 $0 $0 $0 $22,916 $1,791 $600 $0 $0 $0 $0 $0 Oversize: 00000000000 000000 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 CULVERTS AND FLUMES: $0 $3,732 $0 $1,612 $0 $2,024 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0$0

STRUCTURES: $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 MISC. EXPENSES: $275 $390 $148 $337 $1,016 $1,382 $197 $296 $540 $0 $1,448 $897 $51 $253 $68 $12 $41 OVERHEAD: $53 $1,082 $145 $677 $290 $643 $110 $145 $171 $7,399 $485 $249 $11 $71 $14 $2 $9

TOTAL COSTS: $710 $14,605 $1,963 $9,139 $3,917 $8,677 $1,488 $1,963 $2,302 $99,881 $5,334 $2,743 $118 $785 $158 $27 $95

COST PER STATION: $197 $266 $935 $324 $245 $584 $413 $467 $26 $22 $18 $14 $18 $14 $14 $14

Total Costs $153,904 Stations 689.40 Cost/station $223.24

Hoko Revival VRH VDT Page 53 of 63 Revised 8/22/2018 Contract No. 30-097366 SUMMARY - Road Developmen SALE NAME: Hoko Revival VRH VDT CONTRACT#: 30-097366 REGION: Olympic DISTRICT: Coast LEGAL DESCRIPTION: T32R14W Sec. 30 & 36

ROAD NAME: S-1400 S-1600 S-1600.1 S-1600.2 S-1620 S-1620.1 S-1610 S-1610.1 S-1610.2S-1610.2A S-1610.3 CZ-1000 CP-2000

ROAD TYPE: Posthaul Posthaul Posthaul Posthaul Posthaul Posthaul Posthaul Posthaul Posthaul Posthaul Posthaul Posthaul Posthaul

NUMBER OF STATIONS: 7.60 47.00 10.40 3.60 55.00 2.10 28.25 16.00 14.85 3.60 4.20 96.70 88.40 SIDESLOPE: 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%

CLEARING AND GRUBBING: $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 ROAD BRUSHING: $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 EXCAVATION AND FILL: $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 ROAD GRADING: $49 $306 $68 $23 $358 $14 $184 $104 $97 $23 $27 $629 $575 DITCHING: $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 ROCK TOTALS (Cu. Yds.)/ROCK COSTS: $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 Ballast: 0 0 0 0 0 0 0 0 0 0 0 0 0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 Surface: 30 150 0 0 0 0 0 0 0 0 0 0 0 $179 $897 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 Oversize: 0 0 0 0 0 0 0 0 0 0 0 0 0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 CULVERTS AND FLUMES: $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0

STRUCTURES: $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 MISC. EXPENSES: $44 $275 $61 $21 $322 $12 $165 $94 $87 $21 $25 $566 $517 OVERHEAD: $27 $148 $13 $4 $68 $3 $35 $20 $18 $4 $5 $119 $109

TOTAL COSTS: $301 $1,625 $141 $49 $747 $29 $384 $217 $202 $49 $57 $1,314 $1,201

COST PER STATION: $40 $35 $14 $14 $14 $14 $14 $14 $14 $14 $14 $14 $14

Total Costs $6,315 Stations 377.70 Cost/station $16.72

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Hoko Revival VRH VDT Page 59 of 63 Revised 8/22/2018 Contract No. 30-097366

Hoko Revival VRH VDT Page 60 of 63 Revised 8/22/2018 Contract No. 30-097366

Hoko Revival VRH VDT Page 61 of 63 Revised 8/22/2018 Contract No. 30-097366 No berms except as Do not directed undercut backslope

Keep clear of Add stable material obstructions or flume

Keep ditches open and free

of debris to ensure water

drainage away from road.

Hoko Revival VRH VDT Page 62 of 63 Revised 8/22/2018 Contract No. 30-097366 FOREST ACCESS ROAD MAINTENANCE SPECIFICATIONS

Cuts and Fills  Maintain slope lines to a stable gradient compatible with the cut slope/fill slope ratios. Remove slides from ditches and the roadway. Repair fill-failures in accordance with Clause 4-6 Embankment Slope Ratio, and with material approved by the Contract Administrator. Remove overhanging material from the top of cut slopes.  Waste material from slides or other sources shall be placed and compacted in stable locations identified in the road plan or approved by the Contract Administrator, so that sediment will not deliver to any streams or wetlands.  Slide material and debris shall not be mixed into the road surface materials, unless approved by the Contract Administrator.

Surface  Grade, shape, and compact the road surface, turnouts, and shoulders to the original shape on the Typical Section Sheet, to provide a smooth, rut-free traveled surface and maintain surface water runoff in an even, unconcentrated manner.  Blading shall not undercut the backslope or cut into geotextile fabric on the road.  If required by the Contract Administrator, water shall be applied as necessary to control dust and retain fine surface rock.  Surface material shall not be bladed off the roadway. Replace surface material when lost or worn away, or as directed by the Contract Administrator.  Remove shoulder berms, created by grading, to facilitate drainage, except as marked or directed by the Contract Administrator.  For roads with geotextile fabric: spread surface aggregate to fill in soft spots and wheel ruts (barrel spread) to prevent damage to the geotextile fabric.

Drainage  Prevent silt bearing road surface and ditch runoff from delivering sediment to any streams or wetlands.  Maintain rolling dips and drivable waterbars as needed to keep them functioning as intended.  Maintain headwalls to the road shoulder level with material that will resist erosion.  Maintain energy dissipaters at culvert outlets with non-erodible material or rock.  Keep ditches, culverts, and other drainage structures clear of obstructions and functioning as intended.  Inspect and clean culverts at least monthly, with additional inspections during storms and periods of high runoff. This shall be done even during periods of inactivity.

Preventative Maintenance Perform preventative maintenance work to safeguard against storm damage, such as blading to ensure correct runoff, ditch and culvert cleaning, and waterbar maintenance.

Termination of Use or End of Season At the conclusion of logging operations, ensure all conditions of these specifications have been met.

Debris Remove fallen timber, limbs, and stumps from the slopes, roadway, ditchlines, and culvert inlets.

Hoko Revival VRH VDT Page 63 of 63 Revised 8/22/2018 Contract No. 30-097366 ° ° ° ° °

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Prepared By: jpag490 Modification Date: bsis490 8/7/2018 °

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