Common use of Termination of Use or End of Season Clause in Contracts

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. Do not undercut backslope No berms except as directed Keep clear of obstructions Add stable material or flume Keep ditches open and free of debris to ensure water drainage away from road. BRUSHING SECTION DETAIL SUMMARY - Road Development Costs REGION: PACIFIC CASCADE DISTRICT: XXXXX SALE/PROJECT NAME: LINCOLN SALVAGE CONTRACT NUMBER: 30-095699 LEGAL DESCRIPTION: Sec. 00 X00X00X XXXX NUMBER: Required: Optional: ROAD STANDARD: Construction Reconstruction Pre-haul maintenance NUMBER OF STATIONS: 0.00 0.00 71.50 SIDESLOPE: 25% 20% 20% CLEARING AND GRUBBING: $0 $0 EXCAVATION AND FILL: $0 $0 MISC. MAINTENANCE: $0 $0 $2,145 ROCK TOTALS: Required: $0 $0 $1,752 Optional: $0 $0 $0 Total: $0 $0 $1,752 CULVERTS AND FLUMES: $0 $0 $0 $0 $0 $ - GENERAL EXPENSES: $0 $0 $351 MOBILIZATION: $0 $0 $2,985 TOTAL COSTS: $0 $0 $7,232 COST PER STATION: $101 ROAD DEACTIVATION AND ABANDONMENT COSTS: $2,438 NOTE: Profit and risk are included TOTAL (All Roads) = $9,670 in equipment rates used for this appraisal. TOTAL w/o Optional Rock (All Roads) = $9,670 SALE VOLUME MBF = 400 TOTAL COST PER MBF = $24.17 TOTAL COST PER MBF w/o Optional Rock = $24.17 Compiled by: Xxxxx Xxxxxx Date: 06/20/17 Plans to be furnished by: Sheet 1 of 4 L O G G I N G P L A N M A P SA L E N A M E : LINCOLN SALVAGE RE G I O N : Pacific Cascade Region AG RE E M E N T # : 30-095699 CO UN T Y ( S ) : XXXXX TO W N S H I P ( S ) : T14R05W E L E VAT ION R GE : 2141-2362 TR U S T( S ) : Common School and Indemnity(3) 0 500 1,000 Feet > > > > 2200 2400 > > > > > > > > > > 123°19.2'W Private 9 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > 46°42.5'N 46°42.5'N " 2200 2000 > ]%5 ~ ¦ > Le w ii s > > ~ ~ > > ]%5 > > > > o > > > > > ]%5 > > > > > ~ > > > > > > > > ]%5 > ~ ~ ~ ~ ¦ ~ ¦ ~ ~ ~ > > > > > ]%5 k]%4 > > ]%4 ~ ¦ ~ ~ ~ ~ > > > > > k ]%4 ~ ~ ~ ~ > Private > > > > Xxxx 0 o > > >

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. Do not undercut backslope No berms except as directed Keep clear of obstructions Add stable material or flume Keep ditches open and free of debris to ensure water drainage away from road. BRUSHING SECTION DETAIL SUMMARY - Road Development Costs REGION: PACIFIC CASCADE DISTRICT: # PIT VICINITY MAP CHRISTIE PIT XXXXX SALE/PROJECT NAME: LINCOLN SALVAGE XX. MILES 0 1 T37R04E MP 69.3 * 1.0 * XXXXX XX. RD. Ç U T37R05E Ç GATE CHRISTIE CREEK MAINLINE (CT-ML) CHRISTIE PIT MP 3.5 T36R04E XXXX XXXX XX-0 X00X00X XXXXX XX. MP 63.6 XXXXXXXX XX. U Ç GATE Ç THUNDER CREEK MAINLINE (TH-ML) CONTRACT NUMBER: # 30-095699 LEGAL DESCRIPTION: Sec. 00 X00X00X XXXX NUMBER: Required: Optional: 098546 PROJECT XXXXXXXXX SHEET 35 OF 35 CONSTRUCTION SUMMARY ROCK ROAD STANDARD: Construction Reconstruction Pre-haul maintenance NUMBER OF STATIONS: 0.00 0.00 71.50 SIDESLOPE: 25% 20% 20% CLEARING AND GRUBBING: # STATIONING TOTAL STATIONS PRODUCTION SPREADING CULVERT COST OTHER COST TOTAL COST COST/STA COST COST COST COST COST TH‐0801 4+49 to 22+24 17.95 $0 $0 EXCAVATION AND FILL: 5,525 $15,468 $4,394 $7,556 $4,001 $574 $37,518 $2,090 TH‐18 0+00 to 21+40 21.4 $0 $0 MISC. MAINTENANCE: 2,669 $7,938 $1,741 $5,195 $6,968 $685 $25,195 $1,177 TH‐22 0+00 to 11+50 11.5 $0 $0 1,332 $2,145 4,103 $912 $2,834 $3,198 $418 $12,796 $1,113 TOTAL $75,510 ROCK TOTALS: Required: $0 $0 $1,752 Optional: $0 $0 $0 Total: $0 $0 $1,752 CULVERTS AND FLUMES: $0 $0 $0 $0 $0 $ - GENERAL EXPENSES: $0 $0 $351 MOBILIZATION: $0 $0 $2,985 TOTAL COSTS: $0 $0 $7,232 COST PER STATION: $101 ROAD DEACTIVATION AND ABANDONMENT COSTS: $2,438 NOTE: Profit and risk are included TOTAL (All Roads) = $9,670 in equipment rates used for this appraisal. TOTAL w/o Optional Rock (All Roads) = $9,670 SALE VOLUME MBF = 400 TOTAL COST PER MBF = $24.17 TOTAL COST PER MBF w/o Optional Rock = $24.17 Compiled by: Xxxxx Xxxxxx Date: 06/20/17 Plans to be furnished by: Sheet 1 of 4 L O G G I N G P L A N M A P SA L E N A M E : LINCOLN SALVAGE RE G I O N : Pacific Cascade Region AG RE E M E N T # : 30-095699 CO UN T Y ( S ) : XXXXX TO W N S H I P ( S ) : T14R05W E L E VAT ION R GE : 2141-2362 TR U S T( S ) : Common School and Indemnity(3) 0 500 1,000 Feet > > > > 2200 2400 > > > > > > > > > > 123°19.2'W Private 9 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > 46°42.5'N 46°42.5'N " 2200 2000 > ]%5 ~ ¦ > Le w ii s > > ~ ~ > > ]%5 > > > > o > > > > > ]%5 > > > > > ~ > > > > > > > > ]%5 > ~ ~ ~ ~ ¦ ~ ¦ ~ ~ ~ > > > > > ]%5 k]%4 > > ]%4 ~ ¦ ~ ~ ~ ~ > > > > > k ]%4 ~ ~ ~ ~ > Private > > > > Xxxx 0 o > > >LOADING ROCK HAUL ROCK

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. Do not undercut backslope No berms except as directed Keep clear of obstructions Add stable material or flume Keep ditches open and free of debris to ensure water drainage away from road. BRUSHING SECTION DETAIL SUMMARY - Road Development Costs REGION: PACIFIC CASCADE NW DISTRICT: XXXXX Clear Lake SALE/PROJECT NAME: LINCOLN SALVAGE Wagons East CONTRACT NUMBER#: 30-095699 LEGAL DESCRIPTION095848 ROAD NUMBERS: Sec. 00 X00X00X XXXX NUMBER: Required: Optional: XX-00, XX-00, XX-00, XX-0000, WH-0802-01, WH-0804, XX-0000-00, XX-00 XX-XX ROAD STANDARD: Construction Reconstruction Pre-haul maintenance Maintenance NUMBER OF STATIONS: 0.00 0.00 71.50 SIDESLOPE: 25% 20% 20% 153+81 0+00 0+00 CLEARING AND & GRUBBING: $7,042 $0 $0 EXCAVATION AND FILL: $17,350 $0 $0 MISC. MAINTENANCE: $0 $0 $2,145 ROCK TOTALS552 ROAD ROCK: Required: $12,283 $0 $0 $1,752 OptionalROCK STOCKPILE PROD: $0 $0 $0 TotalCULVERTS AND FLUMES: $871 $0 $0 $1,752 CULVERTS AND FLUMESSTRUCTURES: $0 $0 $0 MOBILIZATION: $4,000 $0 $0 $ - GENERAL EXPENSES: $0 $0 $351 MOBILIZATION: $0 $0 $2,985 566 TOTAL COSTS: $0 41,546 $0 $7,232 1,117 COST PER STATION: $101 270 $0 $0 ROAD DEACTIVATION AND & ABANDONMENT COSTS: $2,438 NOTE: Profit and risk are included 2,978 Estimate TOTAL (All Roads) = $9,670 in equipment rates used for this appraisal. TOTAL w/o Optional Rock (All Roads) = $9,670 SALE VOLUME MBF = 400 TOTAL COST PER MBF $/MBF = $24.17 TOTAL COST PER MBF w/o Optional Rock = 45,640 2,850 $24.17 16 Compiled by: Xxxxx Xxxxxx Xxxxxxx Date: 06/20/17 Plans to be furnished by: Sheet 1 of 4 06/29/17 T I M B E R S A L O G G I N G P L A N E M A P SA S A L E N A M E : LINCOLN SALVAGE RE A G I O N : Pacific Cascade Region AG RE R E E M E N T # : WAGONS EAST 30-095699 CO UN 095848 R E G I O N : C O U N T Y ( S ) : XXXXX TO Northwest Region SKAGIT T O W N S H I P ( S ) : T14R05W T33R10E E L E VAT ION I O N R GE G E : 2141364-2362 TR 610 T R U S TT ( S ) : State Forest Transfer(1), Common School and Indemnity(3), Charitable/Educational/Penal & Reformatory Instit.(6) 0 500 1,000 Feet > 121°32.5'W 121°32'W 121°31.5'W ~ ~ ~ ~ ~ ~ > > ~ ~ ~ 1947 > > > 254+37 ~ ~ ~ ~ ~ ~ ~ 1947 ~ ~ ~ ~ 1984 ~ ~ ~ ~ ~ > 2200 2400 > > > > > > > > > > 123°19.2'W Private 9 ~ ~ ~ ~ 68+33 ~ ~ WH-13 ? Rock Exploration ~ ~ ~ GPotential Gravel Pit ~ Harvest Acres: 4 ~117 ac. total Approximately: Unit 1: 28.3 ac. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > 46°42.5'N 46°42.5'N " 2200 2000 > ]%5 ~ ¦ > Le w ii s > > ~ ~ > > ]%5 > > > > o > > > > > ]%5 > > > > > ~ > > > > > > > > ]%5 ~ Xxxx 0 Xxxx 0: 80.1 ac. ~ ~ ~ XX-XX ~ ~ ~ ~ ~ ~ ~ Unit 3: 4.5 ac. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ > ~ ~ ~ ~ ¦ ~ R/W: 4 ac. WH-09 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ > 48°22'N 48°22'N ~ ~ 1984 ~ ~ > ~ ~ 1944 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ¦ ~ ~ ~ > > > > > ]%5 k]%4 > > ]%4 ~ ¦ ~ ~ ~ ~ > > > > > k ]%4 ~ ¦ ~ ~ ~ > Private > > > > Xxxx 0 o > > >~

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. Do not undercut backslope No berms except as directed Keep clear of obstructions Add stable material or flume Keep ditches open and free of debris to ensure water drainage away from road. BRUSHING SECTION DETAIL SUMMARY - Road Development Costs REGION: PACIFIC CASCADE NW DISTRICT: XXXXX Xxxxx SALE/PROJECT NAME: LINCOLN SALVAGE MARINARA CONTRACT NUMBER#: 30-095699 LEGAL DESCRIPTION094954 ROAD NUMBERS: Sec. 00 X00X00X XXXX NUMBER: Required: Optional: BK-0608-0301 XX-XX, XX-00, XX-0000, XX- - 0000-00, BK-0608-03, BK-0608- 0301 ROAD STANDARD: Construction Reconstruction Pre-haul maintenance Maintenance NUMBER OF STATIONS: 0.00 0.00 71.50 SIDESLOPE: 25% 20% 20% CLEARING AND & GRUBBING: $0 $0 EXCAVATION AND FILL: 3.73 - $0 182.35 - $0 2,800 MISC. MAINTENANCE: $0 $0 $2,145 ROCK TOTALS: Required3,631 ROAD ROCK: $0 270 $0 $1,752 Optional28,426 ROCK STOCKPILE PROD: $0 $0 $0 Total: $0 $0 $1,752 - - CULVERTS AND FLUMES: $0 $0 $0 $0 $0 $ 839 STRUCTURES: - GENERAL EXPENSES: $0 $0 $351 - MOBILIZATION: $0 $0 $2,985 - - Amortized into other costs TOTAL COSTS: $0 270 $0 $7,232 35,695 COST PER STATION: $101 72 $196 ROAD DEACTIVATION AND & ABANDONMENT COSTS: $2,438 NOTE: Profit and risk are included 0 TOTAL (All Roads) = $9,670 in equipment rates used for this appraisal. TOTAL w/o Optional Rock (All Roads) = $9,670 35,965 estimate SALE VOLUME MBF = 400 2037 TOTAL COST PER MBF $/MBF = $24.17 TOTAL COST PER MBF w/o Optional Rock = $24.17 18 Compiled by: Xxxxx Xxxxxx Xxxxxxx Date: 06/20/17 Plans to be furnished by: Sheet 1 of 4 L O G G I N G P L 5/15/17 S A N M A P SA L E N A M E : LINCOLN SALVAGE RE MARINARA R E G I O N : Pacific Cascade Northwest Region AG RE A G R E E M E N T # : 30-095699 CO UN 094954 C O U N T Y ( S ) : XXXXX TO WHATCOM T O W N S H I P ( S ) : T14R05W T40R06E E L E VAT ION I O N R GE G E : 21411131-2362 TR 2866 T R U S TT ( S ) : Common School and Indemnity(3) 0 500 1,000 Feet 122°3.3'W State Forest Transfer(1) ~ ¦ ~ ¦ ¦ ~ ~ ~ ~ ~ ~ ~ ~ ~ 122°3'W ~ ~ ~ ~ ~ ~ ~ ~ > > > > 2200 2400 ~ ¦ ~ ¦ ~ ¦ ~ ~ ~ ~ 122°2.7'W > > > > > > > > > > 12348°19.2'W Private 9 56.5'N ~ ~ W h a t c o m Unit 2 420 ~ ¦ ~ ¦ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > 46°42.5'N 46°42.5'N " 2200 2000 > ]%5 ~ ¦ > Le w ii s > > ~ ~ > > ]%5 > > > > o > > > > > ]%5 > > > > > ~ > > > > > > > > ]%5 > ~ ~ ~ ~ ¦ ~ ¦ ~ ~ ~ > > > > > ]%5 k]%4 > > ]%4 ~ ¦ ~ ~ ~ ~ > > > > > k ]%4 ~ ~ ~ ~ > Private > > > > Xxxx 0 o > > >~

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. Do not undercut backslope No berms except as directed Keep clear of obstructions Add stable material or flume Keep ditches open and free of debris to ensure water drainage away from road. BRUSHING LT-05 GRAVEL PIT DEVELOPMENT PLAN OVERBURDEN OVERSIZE STATE LANDS APPROXIMATE LOCATION OF PROPERTY LINE PRIVATE OWNERSHIP £ SEE SECTION DETAIL 6-12 FOR PIT DEVELOPMENT SPECIFICATIONS Feet 0 100 CONTRACT # 095882 PROJECT CUMBERLAND SHEET 25 OF 25 PIT FACE LT-05 CLEARED EDGE LT-ML PIT FACE TO BE DEVELOPED SUMMARY - Road Development Costs REGION: PACIFIC CASCADE NW DISTRICT: XXXXX Clear Lake SALE/PROJECT NAME: LINCOLN SALVAGE CUMBERLAND CONTRACT NUMBER#: 3095882 ROAD NUMBERS: XX-00 XX-095699 LEGAL DESCRIPTION: Sec. 00 X00X00X XX, XX-00 XXXX NUMBER: Required: Optional: ROAD STANDARD: Construction Reconstruction Pre-haul maintenance Haul Maintenance NUMBER OF STATIONS: 0.00 0.00 71.50 SIDESLOPE: 25% 20% 20% 68.25 375.77 CLEARING AND & GRUBBING: $0 $12,480 $0 EXCAVATION AND & FILL: $0 $2,070 $0 MISC. MAINTENANCE: $0 $0 $2,145 ROCK TOTALS: Required0 ROAD ROCK: $0 $0 109,003 $1,752 Optional6,203 ROCK STOCKPILE PROD: $0 $0 $0 TotalCULVERTS & FABRIC: $0 $0 9,280 $1,752 CULVERTS AND FLUMES710 STRUCTURES: $0 $0 $0 $0 $0 $ - GENERAL EXPENSES: $0 $0 $351 MOBILIZATION: $0 $0 3,654 $2,985 536 TOTAL COSTS: $0 $0 136,486 $7,232 7,449 COST PER STATION: #DIV/0! $101 2,000 $20 ROAD DEACTIVATION AND & ABANDONMENT COSTS: $2,438 NOTE: Profit and risk are included 0 TOTAL (All Roads) = $9,670 in equipment rates used for this appraisal. TOTAL w/o Optional Rock (All Roads) = $9,670 143,935 SALE VOLUME MBF = 400 2500 TOTAL COST PER MBF $/MBF = $24.17 TOTAL COST PER MBF w/o Optional Rock = $24.17 57.57 Compiled by: Xxxxx X. Xxxxxx Date: 06/20/17 Plans to be furnished by: Sheet 1 of 4 3/26/2018 L O G G I N G P L A N M A P SA L E N A M E : LINCOLN SALVAGE CUMBERLAND VRH VDT RE G I O N : Pacific Cascade Northwest Region AG RE E M E N T # : 30-095699 095882 CO UN T Y ( S ) : XXXXX SKAGIT TO W N S H I P ( S ) : T14R05W X00X00X, X00X00X E L E VAT ION R GE : 21412354-2362 3695 > TR U S T( S ) : State Forest Transfer(1), Common School and Indemnity(3) 0 500 1,000 Feet ~ ~ ~ > > > > 2200 2400 121°58.8'W 121°58.5'W ]%4 121°58.2'W > > > > > > > > > > 123°19.2'W Private 9 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~U~ ~ > ~ ~ > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > 46°42.5'N 46°42.5'N " 2200 2000 > ]%5 ~ ¦ > Le w ii s ~ ~ > > ~ ~ > > ]%5 > > > > o > > > > > ]%5 > > > > > ~ > > > > > > > > ]%5 > ~ ~ ~ ~ ¦ ~ ¦ ~ ~ ~ > > > > > ]%5 k]%4 > > ]%4 ~ ¦ k ~ ~ ~ ~ > > > > > k ~ ~ ]%4 5 > > ]%5 ~ ~ > ~ ~ ~ ~ > Private > > > > Xxxx 0 o > > >

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. Do not undercut backslope No berms except as directed Keep clear of obstructions Add stable material or flume Keep ditches open and free of debris to ensure water drainage away from road. BRUSHING SECTION DETAIL SUMMARY - Road Development Costs REGION: PACIFIC CASCADE NW DISTRICT: XXXXX Cascade SALE/PROJECT NAME: LINCOLN SALVAGE SKOSHI CONTRACT NUMBER#: 3096383 ROAD NUMBERS: BV-11, BV-1301 BV-1302 XX-00, XX-00 XX-00 XX-095699 LEGAL DESCRIPTION: Sec. 00 X00X00X XX, XX-00 XX-00 XXXX NUMBER: Required: Optional: ROAD STANDARD: Construction Reconstruction Pre-haul maintenance Haul Maintenance NUMBER OF STATIONS: 0.00 0.00 71.50 SIDESLOPE: 25% 20% 20% 15.66 22.64 66.49 CLEARING AND & GRUBBING: $0 7,213 $3,125 $0 EXCAVATION AND & FILL: $0 737 $224 $0 MISC. MAINTENANCE: $0 $0 $2,145 ROCK TOTALS: Required0 XXXX ROCK: $0 4,762 $0 7,766 $1,752 Optional8,948 ROCK STOCKPILE PROD: $0 $0 $0 TotalCULVERTS & FABRIC: $0 366 $0 732 $1,752 CULVERTS AND FLUMES66 STRUCTURES: $0 $0 $0 $0 $0 $ - GENERAL EXPENSES: $0 $0 $351 MOBILIZATION: $0 780 $0 780 $2,985 1,559 TOTAL COSTS: $0 13,857 $0 12,628 $7,232 10,573 COST PER STATION: $101 885 $558 $159 ROAD DEACTIVATION AND & ABANDONMENT COSTS: $2,438 NOTE: Profit and risk are included 1,811 TOTAL (All Roads) = $9,670 in equipment rates used for this appraisal. TOTAL w/o Optional Rock (All Roads) = $9,670 38,869 SALE VOLUME MBF = 400 6500 TOTAL COST PER MBF $/MBF = $24.17 TOTAL COST PER MBF w/o Optional Rock = $24.17 5.98 Compiled by: Xxxxx X. Xxxxxx Date: 06/20/17 Plans to be furnished by: Sheet 1 of 4 L O G G I N G P L 12/28/2017 S A N M A P SA L E N A M E : LINCOLN SALVAGE RE SKOSHI R E G I O N : Pacific Cascade Northwest Region AG RE > A G R E E M E N T # : 30-095699 CO UN 096383 C O U N T Y ( S ) : XXXXX TO Snohomish T O W N S H I P ( S ) : T14R05W T29R7E E L E VAT ION I O N R GE G E : 2141720-2362 TR 908 T R U S TT ( S ) : Common School and Indemnity(3Indemnity (3) 0 500 1,000 2,000 Feet 121°53'W > " 121°52.8'W 121°52.5'W > > > > 2200 2400 > > > > ]%3 121°52.2'W > 121°52'W 121°51.8'W 121°51.5'W > > > > 13 > > > > ]%4 > ]%5 > ]%5 > > > 47°59.3'N %5 > > " 22 > > > ]%5 ]%5 ]%5 > > > > > > > > \ \ o o o o > > > 800 o > > > o ]%4 o >> > ]%4 > > > > > > > > > > 123°19.2'W Private 9 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > 46°42.5'N 46°42.5'N " 2200 2000 > ]%5 ~ ¦ > Le w ii s > > ~ ~ > > ]%5 > > > > o > > > > > ]%5 > > > > > ~ > > > > > > > > ]%5 > ~ ~ ~ ~ ¦ ~ ¦ ~ ~ ~ > > > > > ]%5 k]%4 > > ]%4 ~ ¦ ~ ~ ~ ~ > > > > > k ]%4 ~ ~ ~ ~ > Private > > > > Xxxx 0 o > > >

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. Do not undercut backslope No berms except as directed Keep clear of obstructions Add stable material or flume Keep ditches open and free of debris to ensure water drainage away from road. BRUSHING SECTION DETAIL SUMMARY - Road Development Costs REGION: PACIFIC CASCADE NW DISTRICT: XXXXX Xxxxx SALE/PROJECT NAME: LINCOLN SALVAGE Sherwood CONTRACT NUMBER#: 30-095699 LEGAL DESCRIPTION098544 ROAD NUMBERS: Sec. 00 X00X00X XXXX NUMBER: Required: Optional: AL-2304, AL-2310 AL-2806 XX-00, XX-0000 XX-XX, AL-23 AL-28 ROAD STANDARD: Construction Reconstruction Pre-haul maintenance Haul Maintenance NUMBER OF STATIONS: 0.00 0.00 71.50 SIDESLOPE: 25% 20% 20% 37.14 50.53 297.43 CLEARING AND & GRUBBING: $0 15,715 $10,397 $0 EXCAVATION AND & FILL: $0 6,374 $679 $0 MISC. MAINTENANCE: $0 $0 $2,145 ROCK TOTALS: Required0 XXXX ROCK: $0 45,620 $0 37,150 $1,752 Optional41,489 ROCK STOCKPILE PROD: $0 $0 $0 TotalCULVERTS & FABRIC: $0 9,342 $0 9,270 $1,752 CULVERTS AND FLUMES432 STRUCTURES: $0 $0 $0 $0 $0 $ - GENERAL EXPENSES: $0 $0 $351 MOBILIZATION: $0 1,959 $0 1,959 $2,985 1,380 TOTAL COSTS: $0 79,010 $0 59,455 $7,232 43,301 COST PER STATION: $101 2,127 $1,177 $146 ROAD DEACTIVATION AND & ABANDONMENT COSTS: $2,438 NOTE: Profit and risk are included 4,333 TOTAL (All Roads) = $9,670 in equipment rates used for this appraisal. TOTAL w/o Optional Rock (All Roads) = $9,670 186,099 SALE VOLUME MBF = 400 2500 TOTAL COST PER MBF $/MBF = $24.17 TOTAL COST PER MBF w/o Optional Rock = $24.17 74.44 Compiled by: Xxxxx X. Xxxxxx Date: 06/20/17 Plans to be furnished by: Sheet 1 of 4 3/6/2019 L O G G I N G P L A N M A P SA S A L E N A M E : LINCOLN SALVAGE RE SHERWOOD R E G I O N : Pacific Cascade Northwest Region AG RE A G R E E M E N T # : 30-095699 CO UN 098544 C O U N T Y ( S ) : XXXXX TO Skagit T O W N S H I P ( S ) : T14R05W T36R4E E L E VAT ION I O N R GE G E : 21411000-2362 TR 2000 48°38'N T R U S TT ( S ) : Common School and Indemnity(3State Forest Transfer (1) 0 500 1,000 Feet > > 122°18.5'W 122°18.2'W 122°18'W 122°17.7'W 122°17.5'W 122°17.3'W 122°17'W > > > > 2200 2400 48°37.8'N 800 Unit 1b > > > > > > > > > > 123°19.2'W Private 9 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > 46°42.5'N 46°42.5'N " 2200 2000 > ]%5 ~ ¦ > Le w ii s > > ~ ~ > > ]%5 > > > > o > > > > > ]%5 > > > > > ~ > > > > > > > > ]%5 > ~ ~ ~ ~ ¦ ~ ¦ ~ ~ ~ > > > > > ]%5 k]%4 > > ]%4 ~ ¦ ~ ~ ~ ~ > > > > > k ]%4 ~ ~ ~ ~ > Private > > > > Xxxx 0 o > > >

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. Do not undercut backslope No berms except as directed Keep clear of obstructions Add stable material or flume Keep ditches open and free of debris to ensure water drainage away from road. BRUSHING SECTION DETAIL SUMMARY 30-097605 LONGMONT ROAD PLAN 27 OF 00 XXXXXXX - Road Xxxx Development Costs REGION: PACIFIC CASCADE NW DISTRICT: XXXXX Cascade SALE/PROJECT NAME: LINCOLN SALVAGE Longmont CONTRACT NUMBER#: 30-095699 LEGAL DESCRIPTION097605 ROAD NUMBERS: Sec. 00 X00X00X XXXX NUMBER: Required: Optional: XX-00, XX-0000,XX-XX, BK-09 ROAD STANDARD: Construction Reconstruction Pre-haul maintenance Maintenance NUMBER OF STATIONS: 0.00 0.00 71.50 SIDESLOPE: 25% 20% 20% 9+39 0+00 106+42 CLEARING AND & GRUBBING: $2,000 $0 $0 EXCAVATION AND FILL: $7,772 $0 $0 MISC. MAINTENANCE: $0 $0 $2,145 ROCK TOTALS2,895 ROAD ROCK: Required: $5,733 $0 $0 $1,752 OptionalROCK STOCKPILE PROD: $0 $0 $0 TotalCULVERTS AND FLUMES: $4,702 $0 $0 $1,752 CULVERTS AND FLUMESSTRUCTURES: $0 $0 $0 MOBILIZATION: $3,359 $0 $0 $ - GENERAL EXPENSES: $0 $0 $351 MOBILIZATION: $0 $0 $2,985 2,102 TOTAL COSTS: $0 23,565 $0 $7,232 4,997 COST PER STATION: $101 2,510 $0 $47 ROAD DEACTIVATION AND & ABANDONMENT COSTS: $2,438 NOTE: Profit and risk are included 1,076 TOTAL (All Roads) = $9,670 in equipment rates used for this appraisal. TOTAL w/o Optional Rock (All Roads) = $9,670 29,639 Cruised SALE VOLUME MBF = 400 965 TOTAL COST PER MBF $/MBF = $24.17 TOTAL COST PER MBF w/o Optional Rock = $24.17 31 Compiled by: Xxxxx Xxxxxx Date: 06/20/17 Plans to be furnished by: Sheet 1 of 4 04/06/21 L O G G I N G P L A N M A P SA S A L E N A M E : LINCOLN SALVAGE RE LONGMONT R E G I O N : Pacific Cascade Northwest Region AG RE A G R E E M E N T # : 30-095699 CO UN 097605 C O U N T Y ( S ) : XXXXX TO Whatcom T O W N S H I P ( S ) : T14R05W T40R6E E L E VAT ION I O N R GE G E : 2141800-2362 TR 1120 T R U S TT ( S ) : Common Normal School and Indemnity(3) (8) 0 500 1,000 Feet > 1200 122°1.8'W 122°1.5'W > > > 2200 2400 122°1.2'W BK-09 > > > > > > > > > > 123°19.2'W Private 9 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > 46°42.5'N 46°42.5'N " 2200 2000 > ]%5 ~ ¦ > Le w ii s > > ~ ~ > > ]%5 > > > > o > > > > > ]%5 > > > > > ~ > > > > > > > > ]%5 > ~ ~ ~ ~ ¦ ~ ¦ ~ ~ ~ > > > > > ]%5 k]%4 > > ]%4 ~ ¦ ~ ~ ~ ~ > > > > > k ]%4 ~ ~ ~ ~ > Private > > > > Xxxx 0 o > > >1200

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. Do not undercut backslope No berms except as directed Keep clear of obstructions Add stable material or flume Keep ditches open and free of debris to ensure water drainage away from road. BRUSHING SECTION DETAIL SUMMARY - Road Development Costs REGION: PACIFIC CASCADE Southeast DISTRICT: XXXXX Alpine SALE/PROJECT NAME: LINCOLN SALVAGE Jolly Fire Salvage CONTRACT NUMBER#: 30-095699 LEGAL DESCRIPTIONTBD ROAD NUMBERS: Sec. 00 X00X00X XXXX NUMBER: Required: Optional: T5030R, T5032, T5034, T5101, T5102 T5030 - ROAD STANDARD: Construction Reconstruction Pre-haul maintenance Maintenance NUMBER OF STATIONS: 62.95 80.45 0.00 0.00 71.50 SIDESLOPE: 25% 20% 20% CLEARING AND & GRUBBING: $0 6,814 $5,542 $0 EXCAVATION AND FILL: $0 17,072 $11,865 $0 MISC. MAINTENANCE: $0 700 $720 $0 $2,145 ROCK TOTALS: RequiredROAD ROCK: $0 4,200 $2,100 $0 $1,752 OptionalSTOCKPILE: - - $0 $0 $0 Total: $0 $0 $1,752 CULVERTS AND FLUMES: $0 4,636 $2,000 $0 STRUCTURES: - - $0 $0 $0 $ - GENERAL EXPENSES: $0 $0 $351 MOBILIZATION: $0 966 $1,234 $0 $2,985 TOTAL COSTS: $0 34,388 $23,461 $0 $7,232 COST PER STATION: $101 546 $292 $0 ROAD DEACTIVATION AND & ABANDONMENT COSTS: $2,438 NOTE: Profit and risk are included 7,236 TOTAL (All Roads) = $9,670 in equipment rates used for this appraisal. TOTAL w/o Optional Rock (All Roads) = $9,670 65,085 SALE VOLUME MBF = 400 2,475 TOTAL COST PER MBF $/MBF = $24.17 TOTAL COST PER MBF w/o Optional Rock = $24.17 26 Compiled by: X. Xxxxx Xxxxxx Date: 06/20/17 Plans to be furnished by: Sheet 1 of 4 12/15/2017 L O G G I N G P L A N M A P SA S A L E N A M E : LINCOLN JOLLY FIRE SALVAGE RE R E G I O N : Pacific Cascade Southeast Region AG RE A G R E E M E N T # : 30-095699 CO UN None C O U N T Y ( S ) : XXXXX TO Kittitas T O W N S H I P ( S ) : T14R05W T21R15E E L E VAT ION I O N R GE G E : 21412549-2362 TR 3369 T R U S TT ( S ) : Common School and Indemnity(3Indemnity (3) 0 500 1,000 Feet > > > > 2200 2400 > > > > > > > > > > 123> 120°19.2'W Private 9 57.5'W 120°57.3'W 120°57'W 120°56.7'W 120°56.5'W > > > > Unit 2 ~ > > > 22 acres 120°56.3'W 120°56'W ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ > > ~ > > > ~ > > ~ > ~ > > > > > > > ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ > > > > > > ~ ~ > > > > > > > > > > > > > > > > > > > > > > > > > > > > > 46°42.5'N 46°42.5'N " 2200 2000 > ]%5 ~ ¦ > Le w ii s > > ~ ~ > ~ ~ >> ]%5 > ~ ~ > ~ ~ ~ ~ ~ ~ ~ ~ 47°18'N 47°18'N ~ ~ ~ > 3200 > > ~ ~ ~ ~ > ~ ~ > ~ > ~ > ~ > ~ ~ > > > > o ~ ~ ~ ~ > ~ > >> > ~ > > ~ > ]%5 > ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ Unit 1 > > > > ~ > > > > > > > > ]%5 > ~ ~ ~ ~ ¦ ~ ¦ ~ ~ ~ > > > > > ]%5 k]%4 > > ]%4 ~ ¦ ~ ~ ~ ~ > > > > > k ]%4 ~ ~ > > ~ ~ ~ ~ ~ ~ ~ ~ 260 acres > Private > ~ > ~ > ~> > > ~ > Xxxx 0 o ~ ~ > > >~ ~ ~ ~ ~ ~ ~ ~ 47°17.7'N ~ ~ ~ ~ ~ ~ ~ 2800

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. Do not undercut backslope No berms except as directed Keep clear of obstructions Add stable material or flume Keep ditches open and free of debris to ensure water drainage away from road. BRUSHING SECTION DETAIL SUMMARY - Road Development Costs REGION: PACIFIC CASCADE NW DISTRICT: XXXXX Cascade SALE/PROJECT NAME: LINCOLN SALVAGE Green River CONTRACT NUMBER#: 30-095699 LEGAL DESCRIPTION095158 ROAD NUMBERS: Sec. 00 X00X00X XXXX NUMBER: Required: Optional: FG-04, FG-06, FG-6004, FG-0606-01, BW-1301 FG-ML, FG-06, FG-0606, FG-0608, XX-XX, BW-13, BW-1304, BW-15 ROAD STANDARD: Construction Reconstruction Pre-haul maintenance Maintenance NUMBER OF STATIONS: 0.00 0.00 71.50 SIDESLOPE: 25% 20% 20% 69+54 0+00 170+11 CLEARING AND & GRUBBING: $4,776 $0 $0 EXCAVATION AND FILL: $4,544 $0 $0 MISC. MAINTENANCE: $0 $0 $2,145 ROCK TOTALS2,797 ROAD ROCK: Required: $24,077 $0 $0 $1,752 Optional7,082 ROCK STOCKPILE PROD: $0 $0 $0 TotalCULVERTS AND FLUMES: $11,122 $0 $0 $1,752 CULVERTS AND FLUMES3,119 STRUCTURES: $0 $0 $0 MOBILIZATION: $3,091 $0 $0 $ - GENERAL EXPENSES: $0 $0 $351 MOBILIZATION: $0 $0 $2,985 1,909 TOTAL COSTS: $0 47,610 $0 $7,232 14,908 COST PER STATION: $101 685 $0 $87 ROAD DEACTIVATION AND & ABANDONMENT COSTS: $2,438 NOTE: Profit and risk are included 1,664 TOTAL (All Roads) = $9,670 in equipment rates used for this appraisal. TOTAL w/o Optional Rock (All Roads) = $9,670 64,181 Cruise SALE VOLUME MBF = 400 5,573 TOTAL COST PER MBF $/MBF = $24.17 TOTAL COST PER MBF w/o Optional Rock = $24.17 12 Compiled by: Xxxxx Xxxxxx Xxxxxxx Date: 06/20/17 Plans to be furnished by: Sheet 1 of 4 L O G G I N G P L 05/05/17 S A N M A P SA L E N A M E : LINCOLN SALVAGE RE GREEN RIVER R E G I O N : Pacific Cascade Northwest Region AG RE A G R E E M E N T # : 30-095699 CO UN 095158 C O U N T Y ( S ) : XXXXX SNOHOMISH TO W N S H I P ( S ) : T14R05W X00X00X, X00X00X E L E VAT ION I O N R GE G E : 2141480-2362 TR 728 T R U S TT ( S ) : Common School and Indemnity(3Community College Forest Reserve(12) 0 500 1,000 Feet 121°58.2'W > 121°58'W > > > 2200 2400 121°57.7'W > > > > > > > > > > 123°19.2'W Private 9 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > 46°42.5'N 46°42.5'N " 2200 2000 > ]%5 ~ ¦ > Le w ii s > > ~ ~ > > ]%5 > > > > o > > > > > ]%5 > > > > > ~ > > > > > > > > ]%5 > ~ ~ ~ ~ ¦ ~ ¦ ~ ~ ~ > > > > > ]%5 k]%4 > > ]%4 ~ ¦ ~ ~ ~ ~ > > > > > k ]%4 ~ ~ ~ ~ > Private > > > > Xxxx 0 o > > >

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. DRAFT Do not undercut backslope No berms except as directed Keep clear of obstructions Add stable material or flume Keep ditches open and free of debris to ensure water drainage away from road. BRUSHING SECTION DETAIL BACKYARD Timber Sale Page 11 of 11 Revised September 2014 Contract No. 30-105172 SUMMARY - Road Development Costs Costs‌ REGION: PACIFIC CASCADE NW DISTRICT: XXXXX Cascade SALE/PROJECT NAME: LINCOLN SALVAGE Backyard CONTRACT NUMBER#: 30-095699 LEGAL DESCRIPTION105172 ROAD NUMBERS: Sec. 00 X00X00X XXXX NUMBER: Required: Optional: XX-XX, JC-27, JC-2705, JC-44, JC- 45, JC-4502 ROAD STANDARD: Construction Reconstruction Pre-haul maintenance Maintenance NUMBER OF STATIONS: 0.00 0.00 71.50 SIDESLOPE: 25% 20% 20% 0+00 0+00 0+00 CLEARING AND & GRUBBING: $0 $0 $0 EXCAVATION AND FILL: $0 $0 $0 MISC. MAINTENANCE: $0 $0 $2,145 ROCK TOTALS: Required: $0 $0 $1,752 Optional2,333 ROAD ROCK: $0 $0 $0 TotalROCK STOCKPILE PROD: $0 $0 $1,752 0 CULVERTS AND FLUMES: $0 $0 $0 $0 $0 $ - GENERAL EXPENSESSTRUCTURES: $0 $0 $351 0 MOBILIZATION: $0 $0 $2,985 2,667 TOTAL COSTS: $0 $0 $7,232 5,000 COST PER STATION: $101 0 $0 $0 ROAD DEACTIVATION AND & ABANDONMENT COSTS: $2,438 NOTE: Profit and risk are included 0 TOTAL (All Roads) = $9,670 in equipment rates used for this appraisal. TOTAL w/o Optional Rock (All Roads) = $9,670 5,000 NOT CRUISED SALE VOLUME MBF = 400 1,880 NOT CRU TOTAL COST PER MBF $/MBF = $24.17 TOTAL COST PER MBF w/o Optional Rock = $24.17 3 Compiled by: Xxxxx Xxxxxx Xxxxxxx Date: 06/20/17 Plans to be furnished by: Sheet 1 of 4 L O G G I N G P L A N M A P SA L E N A M E : LINCOLN SALVAGE RE G I O N : Pacific Cascade Region AG RE E M E N T # : 30-095699 CO UN T Y ( S ) : XXXXX TO W N S H I P ( S ) : T14R05W E L E VAT ION R GE : 2141-2362 TR U S T( S ) : Common School and Indemnity(3) 0 500 1,000 Feet > > > > 2200 2400 > > > > > > > > > > 123°19.2'W Private 9 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > 46°42.5'N 46°42.5'N " 2200 2000 > ]%5 ~ ¦ > Le w ii s > > ~ ~ > > ]%5 > > > > o > > > > > ]%5 > > > > > ~ > > > > > > > > ]%5 > ~ ~ ~ ~ ¦ ~ ¦ ~ ~ ~ > > > > > ]%5 k]%4 > > ]%4 ~ ¦ ~ ~ ~ ~ > > > > > k ]%4 ~ ~ ~ ~ > Private > > > > Xxxx 0 o > > >06/26/23

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. Do not undercut backslope No berms except as directed Keep clear of obstructions Add stable material or flume Keep ditches open and free of debris to ensure water drainage away from road. BRUSHING SECTION DETAIL SUMMARY 30-098887 XXXX X XXX 33 of 00 XXXXXXX - Road Xxxx Development Costs REGION: PACIFIC CASCADE NW DISTRICT: XXXXX SALE/PROJECT NAME: LINCOLN SALVAGE Xxxx X Xxx CONTRACT NUMBER#: 30-095699 LEGAL DESCRIPTION098887 ROAD NUMBERS: Sec. 00 X00X00X XXXX NUMBER: Required: Optional: MF-25, MF-2514, MF-2514-01, MF-2518, MF-18, MF-25 ROAD STANDARD: MF-2518-01, MF-2521 Construction Reconstruction Pre-haul maintenance Haul Maintenance NUMBER OF STATIONS: 0.00 0.00 71.50 SIDESLOPE: 25% 20% 20% 74.87 9.70 303.43 CLEARING AND & GRUBBING: $0 63,331 $1,337 $0 EXCAVATION AND & FILL: $0 69,197 $1,340 $0 MISC. MAINTENANCE: $0 3,593 $0 $2,145 ROCK TOTALS: Required6,981 ROAD ROCK: $0 109,544 $0 269 $1,752 Optional18,985 ROCK STOCKPILE PROD: $0 $0 $0 TotalCULVERTS & FABRIC: $0 19,471 $0 1,728 $1,752 CULVERTS AND FLUMES982 STRUCTURES: $0 $0 $0 $0 $0 $ - GENERAL EXPENSES: $0 $0 $351 MOBILIZATION: $0 3,203 $0 $2,985 1,602 TOTAL COSTS: $0 268,339 $0 4,674 $7,232 28,550 COST PER STATION: $101 3,584 $0 $94 ROAD DEACTIVATION AND & ABANDONMENT COSTS: $2,438 NOTE: Profit and risk are included 916 TOTAL (All Roads) = $9,670 in equipment rates used for this appraisal. TOTAL w/o Optional Rock (All Roads) = $9,670 302,480 SALE VOLUME MBF = 400 4300 TOTAL COST PER MBF $/MBF = $24.17 TOTAL COST PER MBF w/o Optional Rock = $24.17 70.34 Compiled by: Xxxxx X. Xxxxxx Date: 06/20/17 Plans to be furnished by: Sheet 1 of 4 7/28/2020 L O G G I N G P L A N M A P SA S A L E N A M E : LINCOLN SALVAGE RE XXXX X XXX R E G I O N : Pacific Cascade Northwest Region AG RE A G R E E M E N T # : 30-095699 CO UN None C O U N T Y ( S ) : XXXXX TO Whatcom T O W N S H I P ( S ) : T14R05W T38R6E E L E VAT ION I O N R GE G E : 21411650-2362 TR 2750 T R U S TT ( S ) : 122°4.8'W Common School and Indemnity(3Indemnity (3) 0 500 1,000 Feet 122°4.5'W * 122°4.2'W 122°4'W > 122°3.8'W > ]%5 > k ! ! ! ! ]%4 ]%5 > > > k > 2200 2400 > ~ ~ ~ ]%4 7 Private ~ ~ ~ ~ ! ! ! ! ! ! " ]%5 k > > > ~ ~ ~ > #* ~ ~ ~ ~ ~ ~ %4 MF- > > > > > > ]%4 ~ ~ > > > > 123°19.2'W Private 9 > ~ ~ ]%4 > > ~ ~ ~ ~ ~ ~ ~ ]%4 ~ ~ ~ > > > > > > > > > > > ]%4 ~ MF-25 ~ > ~ ~ ~ ~ ~ ~ ~ ~ ~ ]%4 > > ]%4 > > > > > > > > > > > > > > > > > > > > > > > > 46°42.5'N 46°42.5'N " 2200 2000 > ]%5 ~ ¦ > Le w ii s > > k ~ ~ > > ~ ]%5 > > > > o > > > > > ]%5 > > > > > ~ > > > > > > > > ]%5 ~ ~ > ~ ~ ~ ~ ¦ ~ ¦ ~ ~ ~ > > > > > ]%5 k]%4 > > ]%4 ~ ¦ ~ ~ ~ ~ > > > > > k ]%4 ~ ~ ~ ~ > Private ~ ~ ]%4 > > ~ ~ > > Xxxx 0 o > > ~ >

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. Do not undercut backslope No berms except as directed Keep clear of obstructions Add stable material or flume Keep ditches open and free of debris to ensure water drainage away from road. BRUSHING SECTION DETAIL SUMMARY - Road Development Costs REGION: PACIFIC CASCADE Olympic DISTRICT: XXXXX Straits SALE/PROJECT NAME: LINCOLN SALVAGE Xxxxxx Rehab CONTRACT NUMBER#: 30-095699 LEGAL DESCRIPTION103111 ROAD NUMBERS: Sec. 00 X00X00X XXXX NUMBER: Required: Optional: PT-Q-4000.3 PT-Q-4000 PT-Q-4000.2 ROAD STANDARD: Construction Reconstruction PT-Q-4000.3 Pre-haul maintenance Haul Maintenance NUMBER OF STATIONS: 3.08 0.00 0.00 71.50 SIDESLOPE: 25% 20% 20% 38.71 CLEARING AND & GRUBBING: $998 $0 $0 EXCAVATION AND & FILL: $1,595 $0 $0 MISC. MAINTENANCE: $0 $0 $2,145 ROCK TOTALS1,330 ROAD ROCK: Required: $9,781 $0 $0 $1,752 Optional7,222 ROCK STOCKPILE PROD: $0 $0 $0 TotalCULVERTS & FABRIC: $1,822 $0 $0 $1,752 CULVERTS AND FLUMESSTRUCTURES: $0 $0 $0 $0 $0 $ - GENERAL EXPENSES: $0 $0 $351 MOBILIZATION: $0 3,662 $0 $2,985 1,864 TOTAL COSTS: $0 17,858 $0 $7,232 10,417 COST PER STATION: $101 5,798 NA $269 ROAD DEACTIVATION AND & ABANDONMENT COSTS: $2,438 NOTE: Profit and risk are included 0 TOTAL (All Roads) = $9,670 in equipment rates used for this appraisal. TOTAL w/o Optional Rock (All Roads) = $9,670 28,274 SALE VOLUME MBF = 400 990 TOTAL COST PER MBF $/MBF = $24.17 TOTAL COST PER MBF w/o Optional Rock = $24.17 28.56 Compiled by: Xxxxx X. Xxxxxx Date: 06/20/17 Plans to be furnished by: Sheet 1 of 4 L O G G I N G P L A N M A P SA L E N A M E : LINCOLN SALVAGE RE G I O N : Pacific Cascade Region AG RE E M E N T # : 30-095699 CO UN T Y ( S 2/17/2022 SUMMARY INFORMATION Prehaul Maintenance (ft) : XXXXX TO W N S H I P ( S 3,871 Construction (ft) : T14R05W E L E VAT ION R GE : 2141-2362 TR U S T( S ) : Common School and Indemnity(3308 Reconstruction (ft) 0 500 1,000 Feet > > > > 2200 2400 > > > > > > > > > > 123°19.2'W Private 9 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > 46°42.5'N 46°42.5'N Abandonment (ft) 0 Subgrade (acres) 0.12 Subgrade (acres) 0.00 Ballast Rock (CY) 715 Steepest Side Slope 5% Steepest Side Slope 0% Rip Rap (CY) 10 PREHAUL MAINTENANCE Road From To STA $/STA Total Cost PT-Q-4000 12,149 15,211 30+62 $34 $1,052 PT-Q-4000.2 0 606 6+06 $34 $208 PT-Q-4000.3 0 203 2+03 $561 $1,139 + Posthaul Rock + #DIV/0! $6,153 TOTAL 38+71 $8,553 NEW CONSTRUCTION Subgrade Road From To STA Side Slope Width $/STA Total Cost PT-Q-4000.3 203 511 3+08 5% 16.50 $4,446.61 $13,696 TOTAL 3+08 $13,696 Road STA Miles Brushing Brushing $ Grading Grading $ Rock* Misc Cost Total PT-Q-4000 30+62. 0.58 $689 $364 $1,052 PT-Q-4000.2 6+06. 0.11 $136 $72 $208 PT-Q-4000.3 2+03. 0.04 $46 $24 $1,069 $1,139 0 +. 0.00 Posthaul Rock +. 0.00 $6,153 $6,153 TOTAL $871 $460 $7,222 $8,553 *See Rock Production sheet CONSTRUCTION PT-Q-4000.3 5% 0.27 1.2 $3,050 $323.89 $998 Road Side Slope Acres Factor $/Acre* $/STA Cost TOTAL $998 CONSTRUCTION Road Full Bench Expansion Waste Endhaul Factor Area (mi) Cost STA STA/DAY TOTAL PT-Q-4000.3 No 3+08 4 $1,595 $1,595 PREHAUL MAINTENANCE Road Ballast Depth CY / STA Ballast Stockpile Haul Mi Rip Rap Stockpile Haul Mi PT-Q-4000 $8.17 $8.17 PT-Q-4000.2 $8.17 $8.17 PT-Q-4000.3 4" 2200 2000 > ]%23 45 No 5.30 $900 $8.17 $77.42 $41 $128 $1,069 $8.17 $8.17 Posthaul Rock 260 No 5.30 $5,200 $8.17 $77.42 $212 $741 $6,153 $/Load $/Load Prod Cost Ballast Riprap Haul Cost Spread Cost Total Cost TOTAL 305 $6,100 $253 $869 $7,222 CONSTRUCTION Road Ballast Depth CY / STA Ballast Stockpile Haul Mi Rip Rap Stockpile Haul Mi PT-Q-4000.3 18" 110 410 No 10 No 5.30 $8,200 $8.17 $77.42 $412 $1,169 $9,781 $/Load $/Load Prod Cost Ballast Riprap Haul Cost Spread Cost Total Cost 410 10 $8,200 $412 $1,169 $9,781 CONSTRUCTION Road Abandon STA Barriers Culverts Waterbars Seed Acres $/STA Cost PT-Q-4000.3 No +. +. +. PREHAUL MAINTENANCE Road Round Culvert Pipe Pipe-Arch Total 18" # LF 24" # LF 30" # LF 36" # LF 42" # LF 48" # LF 54" # LF 60" # LF 66" # LF 72" # LF 84" # LF 96" # LF 54" # LF 60" # LF 72" # LF 84" # LF PT-Q-4000 PT-Q-4000.2 PT-Q-4000.3 Posthaul Rock TOTAL NEW CONSTRUCTION Road Round Culvert Pipe Pipe-Arch Total 18" # LF 24" # LF 30" # LF 36" # LF 42" # LF 48" # LF 54" # LF 60" # LF 66" # LF 72" # LF 84" # LF 96" # LF 54" # LF 60" # LF 72" # LF 84" # LF PT-Q-4000.3 2 60 $1,322 TOTAL 2 $1,322 Prehaul Maintenance 0.00 miles from gate Equipment # Haul Rate Gravel mph Hours Move In Move Out Comments Brusher (80 PTO HP) 1 $110.00 15 2 $220 $220 Truck and tilt trailer Grader (175 HP) 1 $123.00 5 ~ ¦ > Le w ii s > > ~ ~ > > ]%2 $246 $246 Small lowboy. Subtotal $466 $466 Construction/Reconstruction 4.00 miles from gate Equipment # Haul Rate Gravel mph Hours Move In Move Out Comments Excavator (Large) 1 $145.00 2 4 $580 $580 Large Lowboy Truck (10CY Dual Axle) 3 $98.00 20 3 $882 $882 Rate from 2015 ARRF Cat (Medium: D5, 650J) 1 $123.00 5 > > > > o > > > > > ]%3 $369 $369 Small Lowboy Grader (175 HP) $123.00 5 > > > > > ~ > > > > > > > > ]%5 > ~ ~ ~ ~ ¦ ~ ¦ ~ ~ ~ > > > > > ]%5 k]%4 > > ]%4 ~ ¦ ~ ~ ~ ~ > > > > > k ]%4 ~ ~ ~ ~ > Private > > > > Xxxx 0 o > > >3 Small Lowboy. Subtotal $1,831 $1,831 Pit Equipment miles from gate

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. Do not undercut backslope No berms except as directed Keep clear of obstructions Add stable material or flume Keep ditches open and free of debris to ensure water drainage away from road. BRUSHING SECTION DETAIL SUMMARY - Road Development Costs REGION: PACIFIC CASCADE NW DISTRICT: XXXXX Clear Lake SALE/PROJECT NAME: LINCOLN SALVAGE Menzelworthy CONTRACT NUMBER#: 3090-095699 LEGAL DESCRIPTION092535 ROAD NUMBERS: Sec. XXX-0000, XXX-0000 XXX-0000, XXX-0000-00 X00X00X XXXX NUMBER: Required: Optional: XXX-00, XX-XX WT-09,WT-1002 XXX-0000-00 XX-00, XX-XX ROAD STANDARD: Construction Reconstruction Pre-haul maintenance Haul Maintenance NUMBER OF STATIONS: 0.00 0.00 71.50 SIDESLOPE: 25% 20% 20% 40.45 43.18 249.98 CLEARING AND & GRUBBING: $0 15,078 $9,329 $0 EXCAVATION AND & FILL: $0 1,197 $3,661 $0 MISC. MAINTENANCE: $0 $0 $2,145 ROCK TOTALS: Required3,063 ROAD ROCK: $0 17,930 $41,375 $0 $1,752 OptionalROCK STOCKPILE PROD: $0 $0 $0 TotalCULVERTS & FABRIC: $0 4,084 $5,544 $0 $1,752 CULVERTS AND FLUMESSTRUCTURES: $0 $0 $0 $0 $0 $ - GENERAL EXPENSES: $0 $0 $351 MOBILIZATION: $0 2,504 $0 2,504 $2,985 466 TOTAL COSTS: $0 40,793 $0 62,413 $7,232 3,529 COST PER STATION: $101 1,008 $1,445 $14 ROAD DEACTIVATION AND & ABANDONMENT COSTS: $2,438 NOTE: Profit and risk are included 1,208 TOTAL (All Roads) = $9,670 in equipment rates used for this appraisal. TOTAL w/o Optional Rock (All Roads) = $9,670 107,943 SALE VOLUME MBF = 400 1900 TOTAL COST PER MBF $/MBF = $24.17 TOTAL COST PER MBF w/o Optional Rock = $24.17 56.81 Compiled by: Xxxxx X. Xxxxxx Date: 06/20/17 Plans to be furnished by: Sheet 1 of 4 8/17/2017 L O G G I N G P L A N M A P SA S A L E N A M E : LINCOLN SALVAGE RE A G I O N : Pacific Cascade Region AG RE R E E M E N T # : MENZELWORTHY 30-095699 CO UN 092535 VDT R E G I O N : C O U N T Y ( S ) : XXXXX TO Northwest Region SNOHOMISH T O W N S H I P ( S ) : T14R05W X00X00X, X00X00X E L E VAT ION I O N R GE G E : 2141511-2362 TR 1394 T R U S TT ( S ) : State Forest Transfer(1), Common School and Indemnity(3), Charitable/Educational/Penal & Reformatory Instit.(6) 0 500 1,000 2,000 Feet > > > > 2200 2400 > > > > > > > > > > 123121°19.2'W Private 9 55.8'W 48°4'N 20 121°55.5'W 121°55.3'W 121°55'W 121°54.8'W 121°54.5'W 121°54.3'W 48°3.8'N 48°3.8'N 48°4'N 48°3.5'N 29 ~ ~ ~ ~ ~ ~ %3 ~ ~ ~ ~ !~ ]%4 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ k o %5 k28 ~ ~ ~ ~ ~ ~ ~ o o ]%4 k 27 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > 46°42.5'N 46°42.5'N " 2200 2000 > ]%5 ~ ¦ > Le w ii s > > ~ ~ > > ]%5 > > > > o > > > > > ]%5 > > > > > ~ > > > > > > > > ]%5 > ~ ~ ~ ~ ¦ ~ ¦ ~ ~ ~ > > > > > ]%5 k]%4 > > ]%4 ~ ¦ ~ ~ ~ ~ > > > > > k ]%4 ~ ~ 48°3.5'N ~ ~ ~ ~ > Private > > > > Xxxx 0 ~ ~ o > > >~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 48°3.3'N ! ! 48°3.3'N o o o ~ ~ ~ ~ ~ ~ ~ ~ ! ! o o %5 ~ ! o ~ ~ ~ ! o o o ~ ~ ! ! ! ! ! ! ! ! " o o 48°3'N 48°3'N All State Unless Otherwise Noted 121°55.8'W 121°55.5'W 121°55.2'W 121°55'W " " " " " " " " " " " "

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. Do not undercut backslope No berms except as directed Keep clear of obstructions Add stable material or flume Keep ditches open and free of debris to ensure water drainage away from road. BRUSHING SECTION DETAIL TURNAROUND DETAILS 12' 30' 30' 30' 12' 12' CUL-DE-SAC 15' 15' MIN. MIN. 15' MIN. 12' 15' 12' 12' MIN. HAMMERHEAD 3-POINT SIDE 3-POINT WYE TURNAROUND TYPE AND TURNAROUND LOCATION ARE SUBJECT TO THE APPROVAL OF THE CONTRACT ADMINISTRATOR. ROCK SHALL BE APPLIED THROUGHOUT THE TURNAROUND TO THE SAME DEPTH AND SPECIFICATIONS AS LISTED IN THE TYPICAL SECTION. CONTRACT # 30-100428 PROJECT PICNIC BASKET SHEET 28 OF 28 15' MIN. 15' MIN. SUMMARY - Road Development Costs REGION: PACIFIC CASCADE NW DISTRICT: XXXXX SALE/PROJECT NAME: LINCOLN SALVAGE PICNIC BASKET CONTRACT NUMBER#: 30-095699 LEGAL DESCRIPTION100428 ROAD NUMBERS: Sec. 00 X00X00X XXXX NUMBER: Required: Optional: XX-00 XX-XX, DK-20 DK-21 XX-XX ROAD STANDARD: Construction Reconstruction Pre-haul maintenance Haul Maintenance NUMBER OF STATIONS: 0.00 0.00 71.50 SIDESLOPE: 25% 20% 20% 5.91 28.31 127.10 CLEARING AND & GRUBBING: $0 4,233 $3,985 $0 EXCAVATION AND & FILL: $0 6,582 $20,464 $0 MISC. MAINTENANCE: $0 $0 $2,145 ROCK TOTALS: Required1,732 ROAD ROCK: $0 11,039 $0 25,278 $1,752 Optional8,948 ROCK STOCKPILE PROD: $0 $0 $0 TotalCULVERTS & FABRIC: $0 864 $0 3,888 $1,752 CULVERTS AND FLUMES2,802 STRUCTURES: $0 $0 $0 $0 $0 $ - GENERAL EXPENSES: $0 $0 $351 MOBILIZATION: $0 2,576 $0 2,576 $2,985 1,982 TOTAL COSTS: $0 25,293 $0 56,190 $7,232 15,464 COST PER STATION: $101 4,280 $1,985 $122 ROAD DEACTIVATION AND & ABANDONMENT COSTS: $2,438 NOTE: Profit and risk are included 1,978 TOTAL (All Roads) = $9,670 in equipment rates used for this appraisal. TOTAL w/o Optional Rock (All Roads) = $9,670 98,926 SALE VOLUME MBF = 400 1900 TOTAL COST PER MBF $/MBF = $24.17 TOTAL COST PER MBF w/o Optional Rock = $24.17 52.07 Compiled by: Xxxxx X. Xxxxxx Date: 06/20/17 Plans to be furnished by5/18/2020 SUMMARY INFORMATION Prehaul Maintenance (ft) 12,710 Construction (ft) 591 Reconstruction (ft) 2,831 Abandonment (ft) 2252 Subgrade (acres) 0.22 Subgrade (acres) 1.07 Ballast Rock (CY) Rip Rap (CY) 4,240 83 Steepest Side Slope 0% Steepest Side Slope 0% PREHAUL MAINTENANCE Road From To STA $/STA Total Cost XX-XX 0 8,728 87+28 $32 $2,756 XX-XX 8,728 11,321 25+93 $92 $2,390 XX-XX 12,491 13,880 13+89 $600 $8,336 TOTAL 127+10 $13,482 NEW CONSTRUCTION Subgrade DK-24 0 591 5+91 $2,563.10 $15,148 + PIT DEVELOPMENT + $2,070 ROCK STOCKPILE + $6,002 Road From To STA Side Slope Width $/STA Total Cost TOTAL 5+91 RECONSTRUCTION $23,220 Road From To STA Subgrade Side Slope Width Current Width Current Cut Slope $/STA Total Cost XX-XX 11,321 12,491 11+70 $1,882.71 $22,028 DK-20 0 955 9+55 $1,997.61 $19,077 DK-21 0 706 7+06 $1,980.87 $13,985 TOTAL 28+31 $55,090 Road STA Miles Brushing Brushing $ Grading Grading $ Rock* Misc Cost Total XX-XX 87+28. 1.65 No No $2,496 $259 $2,756 XX-XX 25+93. 0.49 No Yes $308 $1,150 $500 $1,958 XX-XX 13+89. 0.26 No Yes $165 $5,301 $500 $5,966 TOTAL $0 $473 $8,948 $1,259 $10,680 *See Rock Production sheet CONSTRUCTION Road Side Slope Acres Factor $/Acre* $/STA Cost DK-24 0.52 1.2 $3,450 $365.91 $2,163 PIT DEVELOPMENT 0.50 1.2 $3,450 NA $2,070 ROCK STOCKPILE TOTAL $4,233 RECONSTRUCTION Road Side Slope Acres Factor $/Acre* $/STA Cost XX-XX 1.03 1.2 $500 $53.03 $620 DK-20 0.84 1.2 $1,910 $202.58 $1,935 DK-21 0.62 1.2 $1,910 $202.58 $1,430 TOTAL $3,985 CONSTRUCTION Road Full Bench Expansion Waste Endhaul Factor Area (mi) Cost STA STA/DAY TOTAL DK-24 No 5+91 3 $4,082 + 1 PIT DEVELOPMENT No + 1 ROCK STOCKPILE No + 1 $2,500 $6,582 RECONSTRUCTION Road End Haul Expansion Waste Endhaul Factor Area (mi) Cost STA STA/DAY TOTAL XX-XX No 11+70 1.5 $16,162 DK-20 No 9+55 8 $2,473 DK-21 No 7+06 8 $1,829 $20,464 PREHAUL MAINTENANCE Road Ballast Depth CY / STA Ballast Existing Stockpile Haul Mi Rip Rap Stockpile Haul Mi XX-XX 200 No 1.39 $1,401 $26.28 $8.17 $526 $570 $2,496 XX-XX 100 No 0.31 10 No 0.31 $731 $12.27 $12.27 $135 $285 $1,150 XX-XX 6" 34 470 No 0.28 25 No 0.28 $3,367 $11.89 $11.89 $594 $1,340 $5,301 $/Load $/Load Prod Cost Ballast Riprap Haul Cost Spread Cost Total Cost TOTAL 770 35 $5,499 $1,255 $2,195 $8,948 CONSTRUCTION Road Ballast Depth CY / STA Ballast Existing Stockpile Haul Mi Rip Rap Stockpile Haul Mi Prod Cost $/Load Ballast $/Load Riprap Haul Cost Spread Cost Total Cost DK-24 18" 114 675 No 0.33 8 No 0.33 $4,752 $12.48 $12.48 $861 $1,924 $7,537 PIT DEVELOPMENT ROCK STOCKPILE 500 No $3,502 $3,502 1,175 8 $8,254 $861 $1,924 $11,039 RECONSTRUCTION Road Ballast Depth CY / STA Ballast Existing Stockpile Haul Mi Rip Rap Stockpile Haul Mi XX-XX 6" 34 400 No 0.11 12 No 0.11 $2,838 $9.61 $9.61 $404 $1,140 $4,382 DK-20 18" 114 1,090 No 0.28 16 No 0.28 $7,683 $11.83 $11.83 $1,313 $3,107 $12,102 DK-21 18" 114 805 No 0.14 12 No 0.14 $5,675 $9.93 $9.93 $824 $2,294 $8,793 $/Load $/Load Prod Cost Ballast Riprap Haul Cost Spread Cost Total Cost 2,295 40 $16,196 $2,541 $6,541 $25,278 CONSTRUCTION Road Abandon STA Barriers Culverts Waterbars Seed Acres $/STA Cost DK-24 Yes 5+91. 1 2 2 0.01 $85.08 $503 5+91. $503 RECONSTRUCTION Road Abandon STA Barriers Culverts Waterbars Seed Acres $/STA Cost XX-XX No +. DK-20 Yes 9+55. 1 4 3 0.02 $87.82 $839 DK-21 Yes 7+06. 1 3 2 0.02 $90.19 $637 16+61. $1,475 PREHAUL MAINTENANCE Road Round Culvert Pipe Pipe-Arch Total 18" # LF 24" # LF 30" # LF 36" # LF 42" # LF 48" # LF 54" # LF 60" # LF 66" # LF 72" # LF 84" # LF 96" # LF 54" # LF 60" # LF 72" # LF 84" # LF XX-XX XX-XX 1 30 $432 XX-XX 4 120 1 30 $2,370 TOTAL 5 1 $2,802 NEW CONSTRUCTION Road Round Culvert Pipe Pipe-Arch Total 18" # LF 24" # LF 30" # LF 36" # LF 42" # LF 48" # LF 54" # LF 60" # LF 66" # LF 72" # LF 84" # LF 96" # LF 54" # LF 60" # LF 72" # LF 84" # LF DK-24 2 60 $864 PIT DEVELOPMENT ROCK STOCKPILE TOTAL 2 $864 RECONSTRUCTION Road Round Culvert Pipe Pipe-Arch Total 18" # LF 24" # LF 30" # LF 36" # LF 42" # LF 48" # LF 54" # LF 60" # LF 66" # LF 72" # LF 84" # LF 96" # LF 54" # LF 60" # LF 72" # LF 84" # LF XX-XX 2 60 $864 DK-20 4 120 $1,728 DK-21 3 90 $1,296 TOTAL 9 $3,888 Prehaul Maintenance 0.00 miles from gate Equipment # Haul Rate Gravel mph Hours Move In Move Out Comments Brusher (80 PTO HP) $110.00 15 2 Truck and tilt trailer Grader (175 HP) 1 $123.00 5 2 $246 $246 Small lowboy. Subtotal $246 $246 Construction/Reconstruction 2.02 miles from gate Equipment # Haul Rate Gravel mph Hours Move In Move Out Comments Excavator (Large) 1 $145.00 2 4 $580 $580 Large Lowboy Truck (10CY Dual Axle) 3 $98.00 20 3 $882 $882 Rate from 2015 ARRF Cat (Medium: Sheet D5, 650J) 1 of 4 L O G G I N G P L A N M A P SA L E N A M E : LINCOLN SALVAGE RE G I O N : Pacific Cascade Region AG RE E M E N T # : 30-095699 CO UN T Y ( S $123.00 5 3 $369 $369 Small Lowboy Grader (175 HP) : XXXXX TO W N S H I P ( S ) : T14R05W E L E VAT ION R GE : 2141-2362 TR U S T( S ) : Common School and Indemnity(3) 0 500 1,000 Feet > > > > 2200 2400 > > > > > > > > > > 123°19.2'W Private 9 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > 46°42.5'N 46°42.5'N " 2200 2000 > ]%$123.00 5 ~ ¦ > Le w ii s > > ~ ~ > > ]%5 > > > > o > > > > > ]%5 > > > > > ~ > > > > > > > > ]%5 > ~ ~ ~ ~ ¦ ~ ¦ ~ ~ ~ > > > > > ]%5 k]%4 > > ]%4 ~ ¦ ~ ~ ~ ~ > > > > > k ]%4 ~ ~ ~ ~ > Private > > > > Xxxx 0 o > > >3 Small Lowboy. Subtotal $1,831 $1,831 Pit Equipment miles from gate

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. Do not undercut backslope No berms except as directed Keep clear of obstructions Add stable material or flume Keep ditches open and free of debris to ensure water drainage away from road. BRUSHING SECTION DETAIL ROAD COST SUMMARY - Road Development Costs REGION: PACIFIC CASCADE DISTRICT: XXXXX SALE/PROJECT NAME: LINCOLN SALVAGE CONTRACT NUMBER: NORTH SAAR Timber Sale #30-095699 LEGAL DESCRIPTION: Sec. 096705 PRE-HAUL MAINTENANCE SUMMARY ROAD # STATIONING TOTAL STATIONS ROCK PRODUCTION COST ROCK LOADING COST ROCK HAUL COST ROCK SPREADING COST CULVERT COST OTHER COST PRE-HAUL GRADING AND BRUSHING TOTAL COST COST/STA SA-ML 0+00 X00X00X XXXX NUMBER: Required: Optional: ROAD STANDARD: Construction Reconstruction Pre-haul maintenance NUMBER OF STATIONS: 0.00 0.00 71.50 SIDESLOPE: 25% 20% 20% CLEARING AND GRUBBING: $0 $0 EXCAVATION AND FILL: $0 $0 MISC. MAINTENANCE: $0 $0 $2,145 ROCK TOTALS: Required: $0 $0 $1,752 Optional: $0 $0 $0 Total: $0 $0 $1,752 CULVERTS AND FLUMES: $0 $0 $0 $0 $0 to 34+82 34.82 $ 9,192 $ 1,803 $ 6,192 $ 1,662 $ - GENERAL EXPENSES: $0 $0 $351 MOBILIZATION: $0 $0 $2,985 $ 787 $ 1,319 $ 20,954 $ 602 SA-ML 34+82 to 170+25 136.00 $ 2,400 $ 471 $ 970 $ 434 $ - $ 2,623 $ 5,152 $ 12,049 $ 89 SA-12 0+00 to 9+39 9.39 $ - $ 751 $ 2,063 $ 692 $ - $ 262 $ 356 $ 4,124 $ 439 SA-15 0+00 to 3+92 3.92 $ 120 $ 24 $ 49 $ 22 $ - $ 131 $ 148 $ 493 $ 126 SA-32 0+00 to 6+80 6.80 $ 480 $ 94 $ 129 $ 87 $ - $ 131 $ 281 $ 1,179 $ 173 SA-3201 0+00 to 7+82 7.82 $ 480 $ 94 $ 129 $ 87 $ - $ 131 $ 296 $ 1,218 $ 156 TOTAL COSTS: $0 $0 $7,232 $ 40,017 OTHER COSTS include cleaning culverts, ditches, headwalls, catch basins, and miscellaneous other requirements detailed in the road plan. POST-HAUL MAINTENANCE SUMMARY ROAD # STATIONING TOTAL STATIONS POST-HAUL GRADING COST PER STATION: $101 ROAD DEACTIVATION AND ABANDONMENT COSTS: $2,438 NOTE: Profit and risk are included OTHER COST TOTAL (All Roads) = $9,670 COST COST/STA SA-ML 0+00 to 34+82 34.82 $ 396 $ - $ 396 $ 11 SA-ML 34+82 to 170+25 136.00 $ 1,545 $ - $ 1,545 $ 11 SA-12 0+00 to 9+39 9.39 $ 107 $ - $ 107 $ 11 SA-15 0+00 to 3+92 3.92 $ 45 $ - $ 45 $ 11 SA-32 0+00 to 6+80 6.80 $ 77 $ - $ 77 $ 11 SA-3201 0+00 to 7+82 7.82 $ 89 $ - $ 89 $ 11 TOTAL $ 2,259 OTHER COSTS include miscellaneous other requirements detailed in equipment rates used for this appraisalthe road plan. TOTAL w/o Optional Rock (All Roads) = $9,670 ROAD COST $ 42,275 SALE VOLUME (MBF) 1700 PRE-CRUISE ESTIMATED VOLUME ROAD COST/MBF = 400 TOTAL COST PER MBF = $24.17 TOTAL COST PER MBF w/o Optional Rock = $24.17 Compiled by: Xxxxx Xxxxxx Date: 06/20/17 Plans to be furnished by: Sheet 1 of 4 $ 25 L O G G I N G P L AN MAP S A N M A P SA L E N AME: A M G R E : LINCOLN SALVAGE RE G I O N : Pacific Cascade Region AG RE E M E N ENT#: T # : 30-095699 CO UN T Y ( S ) : XXXXX TO O W N S H I P ( S ) : T14R05W E L E VAT ION IP(S): T R GE : 2141-2362 TR U S T( S ) : T (S): NORTH SAAR 30-096705 T40R5E Common School and Indemnity(3Indemnity (3) 0 500 1,000 Feet 122°12'W ~ > > > > 2200 2400 > > > > > > > > > > 123°19.2'W Private 9 ~ ~ ~ ~ ~ 1976 ~ ~ ~ ~ ~ ~ ~ > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > 46°42.5'N 46°42.5'N " 2200 2000 > ]%5 ~ ¦ > Le w ii s > > ~ ~ > > ]%5 > > > > o > > > > > ]%5 > > > > > ~ > > > > > > > > ]%5 > ~ ~ ~ ~ ¦ ~ ¦ ~ ~ ~ > > > > > ]%5 k]%4 > > ]%4 ~ ¦ ~ ~ ~ ~ > > > > > k ]%4 ~ ~ ~ ~ > Private > > > > Xxxx 0 o > > >~ ~ ~ 122°11.7'W ~ ~ ~ ~