Timber Sale Appraisal Family Camp 2 Sale NC

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Timber Sale Appraisal Family Camp 2 Sale NC-341-2018-70-

Hardwood Gross Timber Sale Value $1,142,448.66 $0.00 $1,142,448.

1 Timber Sale Appraisal Family Camp 2 Sale NC District: N Cascade Date: November 21, 2017 Cost Summary Conifer Hardwood Gross Timber Sale Value $1,142, $0.00 $1,142, Project Work: ($162,400.00) Advertised Value: $980, /04/17 1

2 Timber Sale Appraisal Family Camp 2 Sale NC District: N Cascade Date: November 21, 2017 Timber Description Location: Portions of Section 30, T7S, R3E, W.M. Clackamas County, OR Stand Stocking: 40% Specie Name AvgDBH Amortization (%) Recovery (%) Douglas - Fir Western Hemlock / Fir Volume by Grade 2S 3S 3S 12"+ 4S Douglas - Fir 1, ,794 Western Hemlock / Fir , ,226 12/04/17 2

3 Comments: Pond Values Used: Local Pond Values, September Western redcedar and Other Cedars Stumpage Price = Pond Value minus Logging Cost: $1,325.16/MBF = $1,528.75/MBF - $203.59/MBF Red Alder Stumpage Price = Pond Value minus Logging Cost: $495.71/MBF = $699.30/MBF - $203.59/MBF Maple and Other Hardwoods Stumpage Price = Pond Value minus Logging Cost: $279.34/MBF = $482.93/MBF - $203.59/MBF SCALING COST ALLOWANCE = $5.00/MBF BRANDING AND PAINTING COST ALLOWANCE = $2.00/MBF FUEL COST ALLOWANCE = $3.00/Gallon HAULING COST ALLOWANCE Hauling costs equivalent to $900 daily truck cost. Other Costs (with Profit & Risk to be added): Season 1 Equipment Move-In: Accounted for in Logging Cost Season 1 Equipment Weed Wash: (($120.00/hr loaded transport) + ($22.00/hr X 2 pilots per piece of equipment)) X 2.5 hour wash time = $ X 3 pieces of equipment = $1,230 Season 2 Equipment Move-In: (($120.00/hr loaded transport) + ($22.00/hr x 2 pilots per piece of equipment)) X 4 hour Move-In Cycle = $ X 3 pieces of equipment = $1,968 Season 2 Equipment Weed Wash: (($120.00/hr loaded transport) + ($22.00/hr X 2 pilots per piece of equipment)) X 2.5 hour wash time = $ X 3 pieces of equipment = $1,230 TOTAL Other Costs (with Profit & Risk to be added) = $4, Other Costs (No Profit & Risk added): None. SLASH DISPOSAL COSTS In-Unit Piling: $250/acre x 58 acres = $14,500 Move-In: (($120/hr loaded transport) + ($22/hr x 2 pilots)) X 4 hour Move-In Cycle = $656 X 1 Excavator = $656 Equipment Weed Wash: (($120/hr loaded transport) + ($22/hr X 2 pilot/wash personnel)) X 2.5 hour wash time = $355 X 1 Excavator = $410 Covering Piles: ($8.80/pile x 232 piles) + ($22/hr x 2 covering personnel x 20 hours) = $2, TOTAL Slash Disposal Costs = $18,488 ROAD MAINTENANCE COSTS Move-In: $120/hr loaded transport X 4 hour Move-In Cycle = $480 X 1 Grader = $480 General Road Maintenance: 1.4 miles X $1,100/mile = $1,540 TOTAL Road Maintenance Costs = $2,020/2,226 MBF = $0.91/MBF 12/04/17 3

4 Timber Sale Appraisal Family Camp 2 Sale NC District: N Cascade Date: November 21, 2017 Logging Conditions Combination#: 1 Douglas - Fir % Western Hemlock / Fir % Logging System: Shovel Process: Feller Buncher yarding distance: Medium (800 ft) downhill yarding: No tree size: Mature / Regen Cut (900 Bft/tree), 3-5 logs/mbf loads / day: 8 bd. ft / load: 4600 cost / mbf: $96.14 machines: Feller Buncher w/ Delimber 12/04/17 4

5 Timber Sale Appraisal Family Camp 2 Sale NC District: N Cascade Date: November 21, 2017 Logging Costs Operating Seasons: 2.00 Profit Risk: 8% Project Costs: $162, Other Costs (P/R): $4, Slash Disposal: $18, Other Costs: $0.00 Miles of Road Road Maintenance: $0.91 Dirt Rock (Contractor) Rock (State) Paved Hauling Costs Species $ / MBF Trips/Day MBF / Load Douglas - Fir $ Western Hemlock / Fir $ /04/17 5

6 Timber Sale Appraisal Family Camp 2 Sale NC District: N Cascade Date: November 21, 2017 Logging Road Maint Douglas - Fir Fire Protect Hauling Logging Costs Breakdown Other P/R appl Profit & Risk Slash Disposal Scaling / Brand & Paint Other $96.14 $0.98 $3.94 $71.28 $1.99 $13.95 $8.31 $7.00 $0.00 $ Western Hemlock / Fir $96.14 $0.98 $3.94 $71.28 $1.99 $13.95 $8.31 $7.00 $0.00 $ Specie Amortization Pond Value Stumpage Amortized Douglas - Fir $0.00 $ $ $0.00 Western Hemlock / Fir $0.00 $ $ $ /04/17 6

7 Timber Sale Appraisal Family Camp 2 Sale NC District: N Cascade Date: November 21, 2017 Summary Amortized Specie MBF Value Douglas - Fir 0 $0.00 $0.00 Western Hemlock / Fir 0 $0.00 $0.00 Unamortized Specie MBF Value Douglas - Fir 1,794 $ $977, Western Hemlock / Fir 432 $ $164, Gross Timber Sale Value Recovery: $1,142, Prepared By: Spencer Mitchell Phone: /04/17 7

8 TIMBER SALE SUMMARY Family Camp 2 Contract No Location: Portions of Sections 30, T7S, R3E, W.M., Clackamas County, Oregon. 2. Type of Sale: This timber sale is a 56 acre Modified clear cut with 2 acre of right-of-way. The timber will be sold on a recovery basis at a sealed bid auction. 3. Revenue Distribution: 100% BOF, Clackamas County 4. Sale Acreage: Acres are net of stream buffers and road prisms. Acreage was determined using ESRI ArcMap GIS software. 5. Cruise: The Timber Sale was cruised by O Cruisers in August of For more information see Cruise Report. 6. Timber Description: The Timber Sale Area consists of a medium to well stocked 86 year old Douglas-fir western hemlock stand. The average Douglas-fir DBH is 25 The average western hemlock DBH is 18. The total estimated net per acre Douglas-fir volume is 31 MBF. 7. Volume Summary: See attached document (Timber Sale Notice). 8. Topography and Logging Method: The average elevation for the Timber Sale is 2,800 feet. Slopes within the sale areas range from 5% to 30% and are a North aspect. The Timber Sale Area is 100% ground-based yarding. The average horizontal tractor yarding distance is approximately 600 feet and the maximum is approximately 800 feet. 9. Access: From the town of Scotts Mills, Oregon, continue East over Nowlens Bridge and take an immediate right on Maple Grove Road. Continue on Maple Grove Road for approximately 4.4 miles, and then turn right to continue on Maple Grove Road. Follow Maple Grove Road for approximately 3.0 miles, then turn right on Sawtell Road. Continue on Sawtell Road for approximately 5.2 miles where the road turns to gravel. Continue on Sawtell Road (Also commonly known as Family Camp Road) for approximately 3.2 miles. Stay left to start up the Butte Creek Mainline. Follow the Butte Creek Mainline for approximately.4 miles to the Timber sale area (left side of road). 10. Projects: Project No. 1: Road Construction Project No. 2: Road Improvement Project No. 3: Stockpile Rock Project No. 4: Roadside Brushing $63, $18, $63, $14, Credit for all Projects (rounded) $162, Family Camp Page 1 of 1

9 SUMMARY OF ROAD COSTS FAMILY CAMP 2 TIMBER SALE ROAD CONSTRUCTION: Segments A to A1 B to B2 B3 to B4 C to C1 s Project No. 1 Rocking Length 2"-0 (Culverts) 2"-0 (Roads) 6"-0 Jaw Run Pit Run Construct $ cy 46 cy 133 cy 3 cy $ 6, cy 319 cy 1,086 cy 6 cy $ 38, cy 236 cy $ 6, cy 63 cy 277 cy 3 cy $ 10, cy 477 cy 1,732 cy 12 cy $ 61, EQUIPMENT MOVE IN: $ 4, miles = 0.44 Project No. 1 $ 66, Project No. 2 ROAD IMPROVEMENT: (9-Mile on the BC500 Road) Rocking Segments Length 2"-0 culverts 2"-0 Large Rip Rap Pit Run D to D cy 306 cy 205 cy 6 cy $ 17, s cy 306 cy 205 cy 6 cy EQUIPMENT MOVE THE ROAD: $ 1, miles = 0.13 Project No. 2 $ 18, STOCKPILE ROCK: Stockpile at pit Stockpile at pit Project No Rock Pit Push/Pile Crush only cost 2"-0 Crushed 3,049 cy $ 1.28 $ $42, "-0 Jaw Run 1,768 cy $ 1.28 $ $20, Project No. 3 $63, ROADSIDE BRUSHING: Miles (see Exhibit A Brushing Map) 10.2 Project No. 4 Ave $ per mile Sub-total Costs Move in Cost $ 1, $ 13, $ $ 14, Project No. 4 $ 14, ROCK TOTALS: Quarry Site Stockpile at 720 Pit Roads Culvert Bedding TOTAL ROCK TO CRUSH Rock sizes 2"-0 Crushed 6"-0 Jaw Run Riprap Pit-run 3,049 cy 1,768 cy 783 cy 1,732 cy 205 cy 144 cy 18 cy 3,976 cy 3,500 cy 205 cy 18 cy GRAND TOTAL $ 162, TOTAL CONTRACT CREDIT AMOUNT $ 162, % = $ 32, James Stuart 11/28/2017

10 MOVE-IN COSTS Family Camp 2 (Project Roads) Equipment Hourly rate On site Hrs Cost Lowboy Weedwash Weedwash No. Description per machine to move Cost Time $65/hr Cost 1 Grader $ $ - $ $ $ 1, Rollers & Compactor $ $ - $ $ $ Excavator $ $ - $ $ $ 1, Small backhoe $ $ - $ $ $ - Tractors (D5 - D8) $ $ - $ $ $ - 1 Dump Truck (10 cy +) $ $ - $ $ - $ Loader $ $ - $ $ $ 1, Water Truck (1000 gallon) $ $ - $ $ - $ s $ - $ 4, TOTAL MOVE-IN COSTS ONE TIME = $ 4, James Stuart 11/28/2017

11 MOVE-IN COSTS Family Camp 2 (BC500 Road Repair) Equipment Hourly rate Est Hrs Cost Lowboy Weed No. Description per machine to move to move Cost Wash Cost 1 Grader $ $ $ - $ - motor to site 1 Rollers & Compactor $ $ 0.50 $ $ - $ - motor to site 1 Excavator $ $ 1.00 $ - $ 600 $ - $ Small backhoe $ $ 0.25 $ $ - $ - motor to site Tractors (D5 - D8) $ $ 0.50 $ - $ 600 $ - $ Dump Truck (10 cy +) $ $ 0.25 $ $ - $ - motor to site 1 Loader $ $ 0.25 $ $ - $ - motor to site 1 Water Truck (1000 gallon) $ $ 0.25 $ $ - $ - motor to site s $ $ 1, TOTAL MOVE-IN COSTS ONE TIME = $ 1, James Stuart 11/28/2017

12 PROJECT NO. 1 ROAD - NEW CONSTRUCTION COSTS Sale: Family Camp 2 Road Segment: A to A1 NEW CONSTRUCTION: Construct (includes grubbing & logging) Landing Tailtrack Landing Construction Turnarounds End Haul/Push Turnouts 2-way Junction Culvert bedding Designed Cubic Yards/Station Cost per Pit Run 2"-0 6"-0 Jaw Run Station or Acre Sum $ cy 67 cy $ $ $ - $ - 1 $ $ $ - $ - $ - $ - $ - $ cy 12 cy $ $ cy 24 cy SUB-TOTAL $ 1, CULVERTS: Description Type Size Length Cost Bevel Bands Cost Sub Install $ Sum $ 1-18" x 40' cpp $ $ - 1 $ $ $ $ 1, $ - $ - 0 $ - $ - $ - $ - 0 $ - $ - 0 $ - $ - $ - $ - cpp = corrigated plastic pipe cmp = corrigated metal pipe Quantity Cost Sub Install $ Seed/mulch (average 2-bales per site/pipe) 1 $ $ $ $ Install 6' long steel "T" posts on culverts 1 $ 8.50 $ 8.50 $ $ Install outlet dissipator 1 $ $ SUB-TOTAL $ 1, SURFACING: Turn Two-way Culvert Turn Dissipator Haul & Crush Roads Tailtrack Roads Arounds Junctions Bedding Outs (cy/pipe) Cubic Yards Combined $ Cost 2"-0 34 cy 12 cy 24 cy 70 cy $ $ 1, "-0 Jaw Run 121 cy 12 cy 133 cy $ $ 2, Riprap (8"- 24") $ 9.20 $ - Pit-run 6"+ 3 cy 3 cy $ 9.20 $ SUB-TOTAL $ 3, GRAND TOTAL = $ 6, James Stuart 11/28/2017

13 PROJECT NO. 1 ROAD - NEW CONSTRUCTION COSTS Sale: Family Camp 2 Road Segment: B to B2 NEW CONSTRUCTION: Construct (includes grubbing & logging Landing Tailtrack Landing Construction Turnarounds End Haul/Push Turnouts 2-way Junction Culvert bedding Designed Cubic Yards/Station Cost per Pit Run 2"-0 6"-0 Jaw Run Station or Acre Sum $ cy 54 cy $ $ 9, cy $ $ $ $ $ - $ - $ - $ - $ - $ cy 12 cy $ $ cy 24 cy SUB-TOTAL $ 10, CULVERTS: Description Type Size Length Cost Bevel Bands Cost Sub Install $ Sum $ 1-18" x 40' cpp $ $ - 1 $ $ $ $ 1, " x 30' cpp $ $ - 0 $ - $ $ $ 1, $ - $ - 0 $ - $ - $ - $ - cpp = corrigated plastic pipe cmp = corrigated metal pipe Quantity Cost Sub Install $ Seed/mulch (average 2-bales per site/pipe) 2 $ $ $ $ Install 6' long steel "T" posts on culverts 2 $ 8.50 $ $ $ Install outlet dissipator 2 $ $ SUB-TOTAL $ 3, SURFACING: Turn Two-way Culvert Turn Dissipator Haul & Crush Roads Tailtrack Roads Arounds Junctions Bedding Outs (cy/pipe) Cubic Yards Combined $ Cost 2" cy 12 cy 48 cy 367 cy $ $ 6, "-0 Jaw Run 100 cy 974 cy 12 cy 1,086 cy $ $ 17, Riprap (8"- 24") $ 9.20 $ - Pit-run 6"+ 6 cy 6 cy $ 9.20 $ SUB-TOTAL $ 24, GRAND TOTAL = $ 38, James Stuart 11/28/2017

14 PROJECT NO. 1 ROAD - NEW CONSTRUCTION COSTS Sale: Family Camp 2 Road Segment: B3 to B4 NEW CONSTRUCTION: Construct (includes grubbing & logging) Landing Tailtrack Landing Construction Turnarounds End Haul/Push Turnouts 2-way Junction Culvert bedding Designed Cubic Yards/Station Cost per Pit Run 2"-0 6"-0 Jaw Run Station or Acre Sum $ cy 54 cy $ $ 1, cy $ $ $ $ $ - $ - $ - $ - $ - $ cy 12 cy $ $ SUB-TOTAL $ 2, CULVERTS: Description Type Size Length Cost Bevel Bands Cost Sub Install $ Sum $ 0 $ - $ - 0 $ - $ - $ - $ - 0 $ - $ - 0 $ - $ - $ - $ - 0 $ - $ - 0 $ - $ - $ - $ - cpp = corrigated plastic pipe cmp = corrigated metal pipe Quantity Cost Sub Install $ Seed/mulch (average 2-bales per site/pipe) 0 $ $ - $ - $ - Install 6' long steel "T" posts on culverts 0 $ 8.50 $ - $ - $ - Install outlet dissipator 0 $ $ - SUB-TOTAL $ - SURFACING: Turn Two-way Culvert Turn Dissipator Haul & Crush Roads Tailtrack Roads Arounds Junctions Bedding Outs (cy/pipe) Cubic Yards Combined $ Cost 2"-0 38 cy 12 cy 50 cy $ $ "-0 Jaw Run 50 cy 174 cy 12 cy 236 cy $ $ 3, Riprap (8"- 24") $ 9.20 $ - Pit-run 6"+ $ 9.20 $ - SUB-TOTAL $ 4, GRAND TOTAL = $ 6, James Stuart 11/28/2017

15 PROJECT NO. 1 ROAD - NEW CONSTRUCTION COSTS Sale: Family Camp 2 Road Segment: C to C1 NEW CONSTRUCTION: Construct (includes grubbing & logging) Landing Tailtrack Landing Construction Turnarounds End Haul/Push Turnouts 2-way Junction Culvert bedding Designed Cubic Yards/Station Cost per Pit Run 2"-0 6"-0 Jaw Run Station or Acre Sum $ cy 54 cy $ $ 1, cy $ $ $ $ $ - $ - $ - $ - $ - $ cy 12 cy $ $ cy 24 cy SUB-TOTAL $ 2, CULVERTS: Description Type Size Length Cost Bevel Bands Cost Sub Install $ Sum $ 1-18 x 40' cpp $ $ - 1 $ $ $ $ 1, $ - $ - 0 $ - $ - $ - $ - 0 $ - $ - 0 $ - $ - $ - $ - cpp = corrigated plastic pipe cmp = corrigated metal pipe Quantity Cost Sub Install $ Seed/mulch (average 2-bales per site/pipe) 1 $ $ $ $ Install 6' long steel "T" posts on culverts 1 $ 8.50 $ 8.50 $ $ Install outlet dissipator 1 $ $ SUB-TOTAL $ 1, SURFACING: Turn Two-way Culvert Turn Dissipator Haul & Crush Roads Tailtrack Roads Arounds Junctions Bedding Outs (cy/pipe) Cubic Yards Combined $ Cost 2"-0 51 cy 12 cy 24 cy 87 cy $ $ 1, "-0 Jaw Run 50 cy 215 cy 12 cy 277 cy $ $ 4, Riprap (8"- 24") Pit-run 3 cy 3 cy $ 9.20 $ SUB-TOTAL $ 6, GRAND TOTAL = $ 10, James Stuart 11/28/2017

16 PROJECT NO. 2 ROAD - IMPROVEMENT COSTS Sale: Family Camp 2 Road Segment: D to D1 (BC500 road repair) NEW CONSTRUCTION: Designed Cubic Yards/Station Cost per Riprap 2"-0 Pit Run Soil Station or Acre Sum $ Reconstruct cy $ $ Construct riprap wall cy $ 1, $ 1, Waste Area #1 (40' x 25') 1 $ $ End Haul organic material 200 cy $ 4.64 $ Culvert Bedding 2 24 cy 3 cy SUB-TOTAL $ 3, CULVERTS: Description Type Size Length Cost Bevel Bands Cost Sub Install $ Sum $ 2-24" x 40' cpp $ 2, $ $ $ 2, $ 1, $ 4, cpp = corrigated plastic pipe cmp = corrigated metal pipe Quantity Cost Sub Install $ Seed/mulch (average 2-bales per site/pipe) 2 $ $ $ $ Install 6' long steel "T" posts on culverts 2 $ 8.50 $ $ $ Remove old culverts off State property 2 $ $ Install outlet dissipator 2 $ $ SUB-TOTAL $ 4, SURFACING: Retaining Turn Two-way Culvert Turn Dissipator Haul & Crush Roads Wall Roads Arounds Junctions Bedding Outs (cy/pipe) Cubic Yards Combined $ Cost 2" cy 48 cy 354 cy $ $ 7, "-0 JawRun $ $ - Riprap (8"- 24") 205 cy 205 cy $ 5.48 $ 1, Pit-run 6 cy 6 cy $ 5.24 $ SUB-TOTAL $ 9, GRAND TOTAL = $ 17, James Stuart 11/28/2017

17 Family Camp 2 Pit Name: Butte Creek 720 Pit 2"-0 Crushed only $/cu.yd.==> $ Swell: 1.30 Shrinkage/Compact: 1.16 Drill Pct.: 100% Truck measure 3,976 cy Oversize Pct.: 10% Scalp & Clear Overburden: $ /hr x 4 hrs = $ Drill & Shoot: $ 3.00 /cy x 3,976 cy = $ 11, Sort Oversize: $ 3.75 /cy x 398 cy = $ 1, Load Crusher: $ 1.25 /cy x 3,976 cy = $ 4, Crushing $ 2.50 /cy x 3,976 cy = $ 9, Screening Rock $ 2.30 /cy x 3,976 cy = $ 9, Load Dump Truck: $ 0.90 /cy x 3,976 cy = $ 3, Clean Up Pit $ /hr x 8 hrs = $ 2, Subtotal $ 43, MOVE IN COSTS 3-stage crusher $ 3, $ 3, Move in and set up Drill and Compressor $ 1, $ 1, Move in D-8 (1) $ $ Move in Loaders (1) $ $ Move in Excavator (1) $ $ Move in Trucks (1) $ $ Gradation Tests $ per 3,976 cy = $ Subtotal $ 6, "-0 Jaw Run $/cu.yd.==> $ ESTIMATED TOTAL COST $ 50, Swell: 1.30 Shrinkage/Compact: 1.16 Drill Pct.: 100% Truck measure 3,500 cy Oversize Pct.: 10% Scalp & Clear Overburden: $ /hr x 4 hrs = $ Drill & Shoot: $ 3.00 /cy x 3,500 cy = $10, Sort Oversize: $ 3.75 /cy x 350 cy = $1, Load Crusher: $ 1.25 /cy x 3,500 cy = $4, Crushing $ 2.50 /cy x 3,500 cy = $8, Screening Rock $ 2.30 /cy x 3,500 cy = $8, Load Dump Truck: $ 0.90 /cy x 3,500 cy = $3, Subtotal $36, Riprap & Pit-run $/cu.yd.==> $ 3.28 ESTIMATED TOTAL COST $36, Truck measure 12 cy Rip and Develop $ 2.00 /cy x 12 cy = $24.00 Sort Oversize: $ 3.75 /cy x 1 cy = $4.50 Load Dump Truck: $ 0.90 /cy x 12 cy = $10.80 Subtotal $39.30 ESTIMATED TOTAL COST $39.30 GRAND TOTAL FOR CRUSHING $87, James Stuart 11/28/2017

18 Family Camp 2 (Sale Name) Rates BC720 Pit (Quarry) BC720 (Stockpile) Spread Dump Truck Rate ($/Hr.) Capacity (cy) Operator ($/Hr.) Crushed (Rock Type) D10 (Truck) 12-G (Grader) Vibratory Roller (Compactor) B20 $ $ $ "-0 (Rock Size) 14G (Loader) D8 (Tractor) D10 $ $ $ gal (Water Truck Size) OH25 $ $ $ Hauling Time Computation Grader Rate ($/Hr.) Operator ($/Hr.) 50 MPH Miles per round trip 0 Minutes 12-G $ $ $ MPH Miles per round trip 0 Minutes 14-G $ $ $ MPH Miles per round trip 0 Minutes Compaction Equipment Rate ($/Hr.) Operator ($/Hr.) 30 MPH Miles per round trip 0 Minutes Vibratory Roller $ $ $ MPH 5 Miles per round trip 12 Minutes Vib. Grid Roller $ $ $ MPH Miles per round trip 0 Minutes Hand Held Compactor $ $ $ MPH 0.8 Miles per round trip 3 Minutes Tractors Rate ($/Hr.) Operator ($/Hr.) 10 MPH 0 Miles per round trip 0 Minutes D4 $ $ $ MPH 0.3 Miles per round trip 4 Minutes D6 $ $ $ Miles per Round Trip D7 $ $ $ Dump or Spread Time per Round Trip 0 Minutes D8 $ $ $ Hauling Cycle Time for this Setting (100% Efficiency) 19 Minutes Operator Efficiency Correction (80% Efficiency) 24 Minutes Loader Rate ($/Hr.) Capacity (cy) Operator ($/Hr.) 14G Cat Wheel Loader $ $ $ Time Per Cubic Yard Rate (Min/Load) Delay (Min) Loading Time (Min) Hauling Only (per cubic yard) 1.98 min/cu.yd Loading Costs Delay Time (while loading = loading time per cubic yard) 0.52 min/cu.yd Crushed Rock Time Per Cubic Yard 2.51 min/cu.yd Pit-Run/Jaw-Run Rock Rip Rap Rock Hauling Cost Per Cubic Yard Computation Fill Material Cost of Truck Per Hour $ per Hr. Cost of Truck Operator Pre Hour $ per Hr. Dump or Spread Time (Min) Operating Cost Per Hour $ per Hr. Pile Dump 0.25 Operating Cost Per Minute $ 1.42 per Min. Truck Spread 0.5 Cost Per Cubic Yard $ 3.55 per Cu. Yd. Spreading w/grader 5 Loading Cost Per Cubic Yard $ 0.95 per Cu. Yd. Spreading Cost Per Cubic Yard Cost of Grader Per Hour $ per Hr. Cost of Grader Operator Per Hour $ per Hr. Cost of Compaction Equip. Per Hour $ per Hr. Cost of Compaction Equip. Op. Per Hour $ per Hr. Operating Cost Per Hour $ per Hr. Cost Per Cubic Yard to Grade and Roll $ 1.42 Cu. Yd. Cost to Load, Haul and Place Cost to Crush Grand Combined $ 5.93 Cu. Yd. $ $ James Stuart 11/28/2017

19 Family Camp 2 (Sale Name) Rates BC 720 Pit (Quarry) BC 720 (Stockpile) Spread Dump Truck Rate ($/Hr.) Capacity (cy) Operator ($/Hr.) Jaw Run (Rock Type) D10 (Truck) 12-G (Grader) Vibratory Roller (Compactor) B20 $ $ $ " (Rock Size) 14G (Loader) D8 (Tractor) D10 $ $ $ gal (Water Truck Size) OH25 $ $ $ Hauling Time Computation Grader Rate ($/Hr.) Operator ($/Hr.) 50 MPH Miles per round trip 0 Minutes 12-G $ $ $ MPH Miles per round trip 0 Minutes 14-G $ $ $ MPH Miles per round trip 0 Minutes Compaction Equipment Rate ($/Hr.) Operator ($/Hr.) 30 MPH Miles per round trip 0 Minutes Vibratory Roller $ $ $ MPH 5 Miles per round trip 12 Minutes Vib. Grid Roller $ $ $ MPH Miles per round trip 0 Minutes Hand Held Compactor $ $ $ MPH 0.8 Miles per round trip 3 Minutes Tractors Rate ($/Hr.) Operator ($/Hr.) 10 MPH 0 Miles per round trip 0 Minutes D4 $ $ $ MPH 0.3 Miles per round trip 4 Minutes D6 $ $ $ Miles per Round Trip D7 $ $ $ Dump or Spread Time per Round Trip 0 Minutes D8 $ $ $ Hauling Cycle Time for this Setting (100% Efficiency) 19 Minutes Operator Efficiency Correction (80% Efficiency) 24 Minutes Loader Rate ($/Hr.) Capacity (cy) Operator ($/Hr.) 14G Cat Wheel Loader $ $ $ Time Per Cubic Yard Rate (Min/Load) Delay (Min) Loading Time (Min) Hauling Only (per cubic yard) 1.98 min/cu.yd Loading Costs Delay Time (while loading = loading time per cubic yard) 0.52 min/cu.yd Crushed Rock Time Per Cubic Yard 2.51 min/cu.yd Pit-Run/Jaw-Run Rock Rip Rap Rock Hauling Cost Per Cubic Yard Computation Fill Material Cost of Truck Per Hour $ per Hr. Cost of Truck Operator Pre Hour $ per Hr. Dump or Spread Time (Min) Operating Cost Per Hour $ per Hr. Pile Dump 0.25 Operating Cost Per Minute $ 1.42 per Min. Truck Spread 0.5 Cost Per Cubic Yard $ 3.55 per Cu. Yd. Spreading w/grader 5 Loading Cost Per Cubic Yard $ 0.95 per Cu. Yd. Spreading Cost Per Cubic Yard Cost of Grader Per Hour $ per Hr. Cost of Grader Operator Per Hour $ per Hr. Cost of Compaction Equip. Per Hour $ per Hr. Cost of Compaction Equip. Op. Per Hour $ per Hr. Operating Cost Per Hour $ per Hr. Cost Per Cubic Yard to Grade and Roll $ 1.42 Cu. Yd. Cost to Load, Haul and Place Cost to Crush Grand Combined $ 5.93 Cu. Yd. $ $ James Stuart 11/28/2017

20 Family Camp 2 (Sale Name) Rates BC 720 Pit (Quarry) BC 720 (Stockpile) Spread Dump Truck Rate ($/Hr.) Capacity (cy) Operator ($/Hr.) Pit-Run (Rock Type) D10 (Truck) 12-G (Grader) Vibratory Roller (Compactor) B20 $ $ $ "+ (Rock Size) 14G (Loader) D8 (Tractor) D10 $ $ $ OH25 $ $ $ Hauling Time Computation Grader Rate ($/Hr.) Operator ($/Hr.) 50 MPH Miles per round trip 0 Minutes 12-G $ $ $ MPH Miles per round trip 0 Minutes 14-G $ $ $ MPH Miles per round trip 0 Minutes Compaction Equipment Rate ($/Hr.) Operator ($/Hr.) 30 MPH Miles per round trip 0 Minutes Vibratory Roller $ $ $ MPH 5 Miles per round trip 12 Minutes Vib. Grid Roller $ $ $ MPH Miles per round trip 0 Minutes Hand Held Compactor $ $ $ MPH 0.8 Miles per round trip 3 Minutes Tractors Rate ($/Hr.) Operator ($/Hr.) 10 MPH 0 Miles per round trip 0 Minutes D4 $ $ $ MPH 0.3 Miles per round trip 4 Minutes D6 $ $ $ Miles per Round Trip D7 $ $ $ Dump or Spread Time per Round Trip 0 Minutes D8 $ $ $ Hauling Cycle Time for this Setting (100% Efficiency) 19 Minutes Operator Efficiency Correction (80% Efficiency) 24 Minutes Loader Rate ($/Hr.) Capacity (cy) Operator ($/Hr.) 14G Cat Wheel Loader $ $ $ Time Per Cubic Yard Rate (Min/Load) Delay (Min) Loading Time (Min) Hauling Only (per cubic yard) 1.98 min/cu.yd Loading Costs Delay Time (while loading = loading time per cubic yard) 0.52 min/cu.yd Crushed Rock Time Per Cubic Yard 2.51 min/cu.yd Pit-Run/Jaw-Run Rock Rip Rap Rock Hauling Cost Per Cubic Yard Computation Fill Material Cost of Truck Per Hour $ per Hr. Cost of Truck Operator Pre Hour $ per Hr. Dump or Spread Time (Min) Operating Cost Per Hour $ per Hr. Pile Dump 0.25 Operating Cost Per Minute $ 1.42 per Min. Truck Spread 0.5 Cost Per Cubic Yard $ 3.55 per Cu. Yd. Spreading w/grader 5 Loading Cost Per Cubic Yard $ 0.95 per Cu. Yd. Spreading Cost Per Cubic Yard Cost of Grader Per Hour $ per Hr. Cost of Grader Operator Per Hour $ per Hr. Cost of Compaction Equip. Per Hour $ per Hr. Cost of Compaction Equip. Op. Per Hour $ per Hr. Operating Cost Per Hour $ per Hr. Cost Per Cubic Yard to Grade and Roll $ 1.42 Cu. Yd. Cost to Load, Haul and Place Cost to Crush Grand Combined $ 5.93 Cu. Yd. $ 3.28 $ 9.20 James Stuart 11/28/2017

21 Family Camp 2 (Sale Name) Rates BC720 Pit (Quarry) BC720 (Stockpile) Spread Dump Truck Rate ($/Hr.) Capacity (cy) Operator ($/Hr.) Crushed (Rock Type) D10 (Truck) 12-G (Grader) Vibratory Roller (Compactor) B20 $ $ $ "-0 (Rock Size) 14G (Loader) D8 (Tractor) D10 $ $ $ gal (Water Truck Size) OH25 $ $ $ Hauling Time Computation Grader Rate ($/Hr.) Operator ($/Hr.) 50 MPH Miles per round trip 0 Minutes 12-G $ $ $ MPH Miles per round trip 0 Minutes 14-G $ $ $ MPH Miles per round trip 0 Minutes Compaction Equipment Rate ($/Hr.) Operator ($/Hr.) 30 MPH Miles per round trip 0 Minutes Vibratory Roller $ $ $ MPH 12 Miles per round trip 29 Minutes Vib. Grid Roller $ $ $ MPH Miles per round trip 0 Minutes Hand Held Compactor $ $ $ MPH 2 Miles per round trip 8 Minutes Tractors Rate ($/Hr.) Operator ($/Hr.) 10 MPH 0 Miles per round trip 0 Minutes D4 $ $ $ MPH 0.6 Miles per round trip 7 Minutes D6 $ $ $ Miles per Round Trip D7 $ $ $ Dump or Spread Time per Round Trip 0 Minutes D8 $ $ $ Hauling Cycle Time for this Setting (100% Efficiency) 44 Minutes Operator Efficiency Correction (80% Efficiency) 55 Minutes Loader Rate ($/Hr.) Capacity (cy) Operator ($/Hr.) 14G Cat Wheel Loader $ $ $ Time Per Cubic Yard Rate (Min/Load) Delay (Min) Loading Time (Min) Hauling Only (per cubic yard) 4.61 min/cu.yd Loading Costs Delay Time (while loading = loading time per cubic yard) 0.52 min/cu.yd Crushed Rock Time Per Cubic Yard 5.13 min/cu.yd Pit-Run/Jaw-Run Rock Rip Rap Rock Hauling Cost Per Cubic Yard Computation Fill Material Cost of Truck Per Hour $ per Hr. Cost of Truck Operator Pre Hour $ per Hr. Dump or Spread Time (Min) Operating Cost Per Hour $ per Hr. Pile Dump 0.25 Operating Cost Per Minute $ 1.42 per Min. Truck Spread 0.5 Cost Per Cubic Yard $ 7.27 per Cu. Yd. Spreading w/grader 5 Loading Cost Per Cubic Yard $ 0.95 per Cu. Yd. Spreading Cost Per Cubic Yard Cost of Grader Per Hour $ per Hr. Cost of Grader Operator Per Hour $ per Hr. Cost of Compaction Equip. Per Hour $ per Hr. Cost of Compaction Equip. Op. Per Hour $ per Hr. Operating Cost Per Hour $ per Hr. Cost Per Cubic Yard to Grade and Roll $ 1.42 Cu. Yd. Cost to Load, Haul and Place Cost to Crush Grand Combined $ 9.65 Cu. Yd. $ $ Haul from the BC720 Pit to the BC500 9-mile James Stuart 11/28/2017

22 Family Camp 2 (Sale Name) Yards End Hauled: cy Rates On site EndHual To nearest waste area Spread and Compact Dump Truck Rate ($/Hr.) Capacity (cy) Operator ($/Hr.) Waste (Type) D10 (Truck) D6 (Grader) Vibratory Roller (Compactor) B20 $ $ $ (Rock Size) (Loader) Cat 325 Excavator (Excavator) D10 $ $ $ (Water Truck Size) Gal/cu.yd OH25 $ $ $ Hauling Time Computation Grader Rate ($/Hr.) Operator ($/Hr.) 50 MPH Miles per round trip 0 Minutes 12-G $ $ $ MPH Miles per round trip 0 Minutes 14-G $ $ $ MPH Miles per round trip 0 Minutes Compaction Equipment Rate ($/Hr.) Operator ($/Hr.) 30 MPH Miles per round trip 0 Minutes Vibratory Roller $ $ $ MPH Miles per round trip 0 Minutes Vib. Grid Roller $ $ $ MPH Miles per round trip 0 Minutes Hand Held Compactor $ $ $ MPH 0 Miles per round trip 0 Minutes Tractors Rate ($/Hr.) Operator ($/Hr.) 10 MPH 0.2 Miles per round trip 1 Minutes D4 $ $ $ MPH 0.1 Miles per round trip 1 Minutes D6 $ $ $ Miles per Round Trip D7 $ $ $ Dump or Spread Time per Round Trip 0 Minutes D8 $ $ $ Hauling Cycle Time for this Setting (100% Efficiency) 2.65 Minutes Time Per Cubic Yard Operator Efficiency Correction (80% Efficiency) 3.31 Minutes Loader Rate ($/Hr.) Capacity (cy) Operator ($/Hr.) 14G Cat Wheel Loader $ $ $ Cat 325 Excavator $ $ $ Hauling Only (per cubic yard) 0.28 min/cu.yd Loading Costs Delay Time (while loading = loading time per cubic yard) 0.52 min/cu.yd Crushed Rock Time Per Cubic Yard 0.80 min/cu.yd Pit-Run/Jaw-Run Rock Rip Rap Rock Hauling Cost Per Cubic Yard Computation Fill Material Rate (Min/Load) Cost of Truck Per Hour $ per Hr. Cost of Truck Operator Pre Hour $ per Hr. Dump or Spread Time (Min) Operating Cost Per Hour $ per Hr. Pile Dump 0.25 Operating Cost Per Minute $ 1.42 per Min. Truck Spread 0.5 Cost Per Cubic Yard $ 1.13 per Cu. Yd. Spreading w/dozer 5 Loading Cost Per Cubic Yard $ 1.56 per Cu. Yd. Place with Excavator 6 Spreading Cost Per Cubic Yard Cost of Excavator Per Hour $ per Hr. Cost of Excavator Operator Per Hour $ per Hr. Cost of Compaction Equip. Per Hour $ per Hr. Cost of Compaction Equip. Op. Per Hour $ per Hr. Operating Cost Per Hour $ per Hr. Cost Per Cubic Yard to Place and Compact $ 1.94 Cu. Yd. Cost to Load, Haul, and Place $ 4.64 Cu. Yd. Delay (Min) Loading Time (Min) James Stuart 11/28/2017

23 Family Camp 2 (BC500 Repair) (Sale Name) BC 510 Rate Capacity Operator Dump Truck (Quarry) BC 510 (Stockpile) Spread ($/Hr.) (cy) ($/Hr.) Pit Run (Rock Type) D10 (Truck) 12-G (Grader) Vibratory R (Compactor) B20 $ $ $ "+ (Rock Size) 14G (Loader) D8 (Tractor) D10 $ $ $ (Water Truck Size) OH25 $ $ $ Rate Operator Grader Hauling Time Computation ($/Hr.) ($/Hr.) 50 MPH Miles per round trip 0 Minutes 12-G $ $ $ MPH Miles per round trip 0 Minutes 14-G $ $ $ Compaction Rate Operator 35 MPH Miles per round trip 0 Minutes Equipment ($/Hr.) ($/Hr.) 30 MPH Miles per round trip 0 Minutes Vibratory Rolle $ $ $ MPH Miles per round trip 0 Minutes Vib. Grid Rolle $ $ $ MPH 5.6 Miles per round trip 17 Minutes Hand Held Co $ $ $ Rate Operator Tractors 15 MPH 0.7 Miles per round trip 3 Minutes ($/Hr.) ($/Hr.) 10 MPH 0 Miles per round trip 0 Minutes D4 $ $ $ MPH 0.2 Miles per round trip 2 Minutes D6 $ $ $ Miles per Round Trip D7 $ $ $ Dump or Spread Time per Round Trip 0 Minutes D8 $ $ $ Hauling Cycle Time for this Setting (100% Efficiency) 22 Minutes Rate Capacity Operator Loader Operator Efficiency Correction (80% Efficiency) 28 Minutes ($/Hr.) (cy) ($/Hr.) Case 130 $ $ $ Time Per Cubic Yard 2.32 Rate (Min/Load ) Delay (Min) Loading Time (Min) Hauling Only (per cubic yard) min/cu.yd Loading Costs Delay Time (while loading = loading time per cubic yard) 0.52 min/cu.yd Crushed Rock Time Per Cubic Yard 2.84 min/cu.yd Pit-Run/Jaw-Run Rock Rip Rap Rock Hauling Cost Per Cubic Yard Computation Fill Material Cost of Truck Per Hour $ per Hr. Cost of Truck Operator Pre Hour $ per Hr. Dump or Spread Time (Min) Operating Cost Per Hour $ per Hr. Pile Dump 0.25 Operating Cost Per Minute $ 1.42 per Min. Truck Spread 0.5 Cost Per Cubic Yard $ 4.02 per Cu. Yd. Spreading w/grader 5 Loading Cost Per Cubic Yard $ 1.22 per Cu. Yd. Spreading Cost Per Cubic Yard Cost of Grader Per Hour $ per Hr. Cost of Grader Operator Per Hour $ per Hr. Cost of Compaction Equip. Per Hour $ per Hr. Cost of Compaction Equip. Op. Per Hour $ per Hr. Operating Cost Per Hour $ per Hr. Cost Per Cubic Yard to Grade and Roll $ - Cu. Yd. Cost to Load, Haul and Place $ 5.24 Cu. Yd. Cost to Crush $ - Grand Combined $ 5.24 Rates

24 Family Camp 2 (BC500 Repair) (Sale Name) BC 510 Rate Capacity Operator Dump Truck (Quarry) BC 510 (Stockpile) Spread ($/Hr.) (cy) ($/Hr.) Rip Rap (Rock Type) D10 (Truck) 12-G (Grader) Vibratory R (Compactor) B20 $ $ $ " - 24" (Rock Size) 14G (Loader) D8 (Tractor) D10 $ $ $ (Water Truck Size) OH25 $ $ $ Rate Operator Grader Hauling Time Computation ($/Hr.) ($/Hr.) 50 MPH Miles per round trip 0 Minutes 12-G $ $ $ MPH Miles per round trip 0 Minutes 14-G $ $ $ Compaction Rate Operator 35 MPH Miles per round trip 0 Minutes Equipment ($/Hr.) ($/Hr.) 30 MPH Miles per round trip 0 Minutes Vibratory Rolle $ $ $ MPH Miles per round trip 0 Minutes Vib. Grid Rolle $ $ $ MPH 5.6 Miles per round trip 17 Minutes Hand Held Co $ $ $ Rate Operator Tractors 15 MPH 0.7 Miles per round trip 3 Minutes ($/Hr.) ($/Hr.) 10 MPH 0 Miles per round trip 0 Minutes D4 $ $ $ MPH 0.2 Miles per round trip 2 Minutes D6 $ $ $ Miles per Round Trip D7 $ $ $ Dump or Spread Time per Round Trip 0 Minutes D8 $ $ $ Hauling Cycle Time for this Setting (100% Efficiency) 22 Minutes Rate Capacity Operator Loader Operator Efficiency Correction (80% Efficiency) 28 Minutes ($/Hr.) (cy) ($/Hr.) Case 130 $ $ $ Time Per Cubic Yard 2.32 Rate (Min/Load ) Delay (Min) Loading Time (Min) Hauling Only (per cubic yard) min/cu.yd Loading Costs Delay Time (while loading = loading time per cubic yard) 0.52 min/cu.yd Crushed Rock Time Per Cubic Yard 2.84 min/cu.yd Pit-Run/Jaw-Run Rock Rip Rap Rock Hauling Cost Per Cubic Yard Computation Fill Material Cost of Truck Per Hour $ per Hr. Cost of Truck Operator Pre Hour $ per Hr. Dump or Spread Time (Min) Operating Cost Per Hour $ per Hr. Pile Dump 0.25 Operating Cost Per Minute $ 1.42 per Min. Truck Spread 0.5 Cost Per Cubic Yard $ 4.02 per Cu. Yd. Spreading w/grader 5 Loading Cost Per Cubic Yard $ 1.46 per Cu. Yd. Spreading Cost Per Cubic Yard Cost of Grader Per Hour $ per Hr. Cost of Grader Operator Per Hour $ per Hr. Cost of Compaction Equip. Per Hour $ per Hr. Cost of Compaction Equip. Op. Per Hour $ per Hr. Operating Cost Per Hour $ per Hr. Cost Per Cubic Yard to Grade and Roll $ - Cu. Yd. Cost to Load, Haul and Place $ 5.48 Cu. Yd. Cost to Crush $ - Grand Combined $ 5.48 Rates

25 CRUISE REPORT Family Camp LOCATION: Portions of Section 30, T7S, R3E, W.M., Clackamas County, Oregon. 2. CRUISE DESIGN: The cruise design assumed a Coefficient of Variation of 42.4%, an average stand diameter of 25 inches, a desired sampling error of 11.5% at a 68% confidence level. Pre-cruise plots indicated that approximately 6 trees per plot could be realized with a 40 BAF prism. 3. SAMPLING METHOD: The Timber Sale Area was cruised in August of 2017 with 23 grade plots. Plots were laid out on a 4 chain x 4 chain grid. Plots falling on or near existing roads, no-harvest areas, or riparian management areas were offset 1/2 chain. 4. CRUISE RESULTS 115 trees were measured and graded producing a cumulative Net BF/ACRE sampling error of 9.0%. 5. TREE MEASUREMENT AND GRADING: All grade plot sample trees were measured and graded following Columbia River Log Scale grade rules and favoring 40 foot segments. a) Height Standards: tree heights were measured to the nearest foot. Bole heights were calculated to 25% of DBH. b) Diameter Standards: Diameters were measured outside bark at breast height to the nearest tenth of an inch. c) Form Factors were measured for each grade tree using a form point of 17 feet. 5. DATA PROCESSING a) Volumes and Statistics, Cruise, volume estimates and sampling statistics were derived from Super Ace 2008 cruise software. b) Deductions: A 8 percent volume deduction was used for Douglas-fir and a ten percent volume deduction was used for all other species to account for hidden defect and breakage. 6. Cruisers: The sale was cruised by O cruisers Mitchell and Gehrig.

26 TC PLOGSTVB Log Stock Table - MBF T09S R03E S31 Ty Project: FAMILY2 Acres Page 1 Date 9/26/2017 Time 9:24:42AM Spp S T So Gr Log Gross Def Net % Net Volume by Scaling Diameter in Inches rt de Len MBF % MBF Spc DO 2M DO 2M DO 3M DO 3M DO 3M DO 3M DO 4M DO 4M DO 4M DO 4M DO 4M s DO 2M DO 2M DO 2M 40 1, , DO 3M DO 3M DO 3M DO 3M DO 3M DO 4M DO 4M DO 4M DO 4M DO 4M DO 4M DO 4M DO 4M DO 4M DO 4M DO O s 1, , All Species 2, ,

27 TC PSTATS PROJECT STATISTICS PROJECT FAMILY2 PAGE DATE 1 9/26/2017 TWP RGE SC TRACT TYPE ACRES PLOTS TREES CuFt BdFt 09S 03E 31 SOUTH S W PLOTS TREES TOTAL ESTIMATED PERCENT TREES TOTAL SAMPLE PER PLOT TREES TREES CRUISE , 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 ,642 30,929 7,605 7,225 EMLOCK ,088 7,441 1,736 1,649 TOTAL ,730 38,370 9,342 8,874 CONFIDENCE LIMITS OF THE SAMPLE 68.1 TIMES OUT OF 100 THE VOLUME WILL BE WITHIN THE SAMPLE ERROR CL 68.1 SD: 1.0 DOUG FIR EMLOCK COEFF TOTAL 47.1 CL 68.1 SD: 1.0 DOUG FIR EMLOCK SAMPLE TREES - BF # OF TREES REQ. INF. POP. VAR.% S.E.% LOW AVG HIGH COEFF TOTAL 44.7 CL 68.1 SD: 1.0 DOUG FIR EMLOCK SAMPLE TREES - CF # OF TREES REQ. INF. POP. VAR.% S.E.% LOW AVG HIGH COEFF TOTAL 58.2 CL 68.1 SD: 1.0 DOUG FIR EMLOCK TREES/ACRE # OF PLOTS REQ. INF. POP. VAR.% S.E.% LOW AVG HIGH COEFF TOTAL 37.7 CL 68.1 SD: 1.0 DOUG FIR EMLOCK BASAL AREA/ACRE # OF PLOTS REQ. INF. POP. VAR.% S.E.% LOW AVG HIGH COEFF TOTAL 42.4 CL 68.1 SD: 1.0 DOUG FIR EMLOCK NET BF/ACRE # OF PLOTS REQ. INF. POP. VAR.% S.E.% LOW AVG HIGH ,369 30,929 34, ,400 7,441 9,482 COEFF TOTAL ,908 38,370 41, NET CUFT FT/ACRE # OF PLOTS REQ. INF. POP. VAR.% S.E.% LOW AVG HIGH ,414 7,225 8, ,202 1,649 2, ,135 8,874 9,

28 TC PSPCSTGR Species, Sort Grade - Board Foot Volumes (Project) T09S R03E S31 Ty Project: Acres FAMILY Page 1 Date 9/26/2017 Time 9:24:43AM % Percent of Net Board Foot Volume Average Log Logs S So Gr Net Bd. Ft. per Acre Log Scale Dia. Log Length Ln Dia Bd CF/ Per Spp T rt ad BdFt Def% Gross Net Net MBF Ft In Ft Lf /Acre DO 2M ,743 5, DO 3M ,980 1, DO 4M s ,088 7, DO 2M ,034 23,929 1, DO 3M ,949 4, DO 4M ,483 1, DO O ,175 1, s ,642 30,929 1, s ,730 38,370 2,

29 TC PSTNDSUM Stand Table Summary Page 1 Date: 9/26/2017 T09S R03E S31 Ty Project FAMILY2 Time: 9:24:44AM Acres Grown Year: Spc S T DBH Sample Trees FF 16' Tot Av Ht Trees/ Acre BA/ Acre Logs Acre Average Log Net Cu.Ft. Net Bd.Ft. Tons/ Acre Net Cu.Ft. Acre Net Bd.Ft. Acre Tons T o t a l s Cunits MBF , , , , , ,097 1, ,344 1, ,268 1, ,606 1, , , s ,225 30,929 12,572 4,191 1, , , , s ,649 7,441 3, s ,874 38,370 15,794 5,147 2,225

30 ' Fall Creek Fall Creek BC500 ' ' ' ' ' ' ' ' ' "J ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' "J Fall Cr ek ' ' ' ' ' 2800 ' ' ' ' ' ' ' ' ' ' ' ' ' 30 T7S R3E ' ' ' ' ' ' ' ' ' ' ' ' Butte Creek ML ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' 29 ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '' ' ' ' ' ' ' ' ' ' ' ' BC600 ' BC615 BC610 LOGGING MAP Page 1 of 2 Legend "J Survey Monuments Roads 40 ft Contours Index '' ' ' ' '' ' ' Intermediate Timber Sale Boundary GTR New Construct Ground Based Logging Santiam State Forest Streams Fish Nonfish Unknown FOR TIMBER SALE CONTRACT # FAMILY CAMP 2 PORTIONS OF SECTIONS 30, T7S, R3E, W.M. CLACKAMAS COUNTY, OREGON North Cascade District GIS September, 2017 This product is for informational use and may not be suitable for legal, engineering, or surveying purposes. 1:6,000 1 inch = 500 feet ,000 Feet ³ APPROXIMATE NET ACRES AREA 1 AREA 2 TOTAL ACRES (MC) ACRES (R/W) ACRES Map Projection: Oregon Statewide Lambert International Feet, NAD 1983

Timber Sale Appraisal Green 30 Sale NC

Timber Sale Appraisal Green 30 Sale NC-314-2018-71- District: N Cascade Date: December 21, 2017 Cost Summary Conifer Hardwood Total Gross Timber Sale Value $1,214,074.40 $0.00 $1,214,074.40 Project Work: