Timber Sale Appraisal Green 30 Sale NC
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1 Timber Sale Appraisal Green 30 Sale NC District: N Cascade Date: December 21, 2017 Cost Summary Conifer Hardwood Total Gross Timber Sale Value $1,214, $0.00 $1,214, Project Work: ($178,100.00) Advertised Value: $1,035, /21/17 1
2 Timber Sale Appraisal Green 30 Sale NC District: N Cascade Date: December 21, 2017 Timber Description Location: Portions of Section 22, T9S, R4E, W.M., Marion County, Oregon. Stand Stocking: 60% Specie Name AvgDBH Amortization (%) Recovery (%) Douglas - Fir Western Hemlock / Fir Volume by Grade 2S 3S 4S Total Douglas - Fir 1, ,069 Western Hemlock / Fir Total 1, ,106 12/21/17 2
3 Comments: Pond Values Used: Local Pond Values, October Western redcedar and Other Cedars Stumpage Price = Pond Value minus Logging Cost: $1,266/MBF = $1,500/MBF - $184/MBF - $50/MBF Additional haul Red Alder and Other Hardwoods Stumpage Price = Pond Value minus Logging Cost: $316/MBF = $500/MBF - $184/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) = $4,428 Other Costs (No Profit & Risk added): None. SLASH DISPOSAL COSTS In-Unit Piling: $200/acre x 63 acres = $12,600 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 189 piles) + ($22/hr x 2 covering personnel x 20 hours) = $2, TOTAL Slash Disposal Costs = $16, ROAD MAINTENANCE COSTS Move-In: $120/hr loaded transport X 4 hour Move-In Cycle = $480 X 1 Grader = $480 General Road Maintenance: 3.4 miles X $1,100/mile + (move in $480) = $4,220 TOTAL Road Maintenance Costs = $4,220/2,106 MBF = $2.00 MBF 12/21/17 3
4 Timber Sale Appraisal Green 30 Sale NC District: N Cascade Date: December 21, 2017 Logging Conditions Combination#: 1 Douglas - Fir % Western Hemlock / Fir % Logging System: Shovel Process: Manual Falling/Delimbing yarding distance: Medium (800 ft) downhill yarding: No tree size: Mature / Regen Cut (900 Bft/tree), 3-5 logs/mbf loads / day: 9 bd. ft / load: 4500 cost / mbf: $97.22 machines: Shovel Logger 12/21/17 4
5 Timber Sale Appraisal Green 30 Sale NC District: N Cascade Date: December 21, 2017 Logging Costs Operating Seasons: 2.00 Profit Risk: 10% Project Costs: $178, Other Costs (P/R): $4, Slash Disposal: $16, Other Costs: $0.00 Miles of Road Road Maintenance: $2.00 Dirt Rock (Contractor) Rock (State) Paved Hauling Costs Species $ / MBF Trips/Day MBF / Load Douglas - Fir $ Western Hemlock / Fir $ /21/17 5
6 Timber Sale Appraisal Green 30 Sale NC District: N Cascade Date: December 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 $97.22 $2.16 $4.16 $62.40 $2.10 $16.80 $7.70 $7.00 $0.00 $ Western Hemlock / Fir $97.22 $2.16 $4.16 $70.20 $2.10 $17.58 $7.70 $7.00 $0.00 $ Total Specie Amortization Pond Value Stumpage Amortized Douglas - Fir $0.00 $ $ $0.00 Western Hemlock / Fir $0.00 $ $ $ /21/17 6
7 Timber Sale Appraisal Green 30 Sale NC District: N Cascade Date: December 21, 2017 Summary Amortized Specie MBF Value Total Douglas - Fir 0 $0.00 $0.00 Western Hemlock / Fir 0 $0.00 $0.00 Unamortized Specie MBF Value Total Douglas - Fir 2,069 $ $1,198, Western Hemlock / Fir 37 $ $15, Gross Timber Sale Value Recovery: $1,214, Prepared By: Spencer Mitchell Phone: /21/17 7
8 TIMBER SALE SUMMARY Green 30 Contract No Location: Portions of Sections 22, T9S, R4E, W.M., Marion County, Oregon. 2. Type of Sale: This timber sale is a 61 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, Marion 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 ODF Cruisers in August of For more information see Cruise Report. 6. Timber Description: The Timber Sale Area consists of a medium to well stocked 60 year old Douglas-fir stand. The average Douglas-fir DBH is 17. The average western hemlock DBH is 14. The total estimated net per acre Douglas-fir volume is 33 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 Southwest aspect. The Timber Sale Area is 100% ground-based yarding. The average horizontal tractor yarding distance is approximately 500 feet and the maximum is approximately 650 feet. 9. Access: The Timber Sale Areas are located east of Gates, Oregon within Department of Forestry lands on the North Cascade District. Access to the Timber Sale Areas is as follows: from the town of Gates, Oregon, continue east on Highway 22 approximately 3.7 miles, then turn left onto the Niagara Mainline (large water wheel at junction). Continue along the Niagara Mainline approximately 2.9 miles to the southern end of Area Projects: Project No. 1: Road Construction Project No. 2: Road Improvement Project No. 3: Stockpile Rock $18, $83, $75, Total Credit for all Projects (rounded) $178, Green Page 1 of 1
9 SUMMARY OF ROAD COSTS Green 30 ROAD CONSTRUCTION: Segments A to A1 B to B1 Totals Project No. 1 Rocking Length 1.5"-0 (Culverts) 1.5"-0 (Roads) 6"-0 Jaw Run Pit Run Construct $ cy 12 cy 78 cy 3 cy $ 4, cy 93 cy 240 cy 3 cy $ 9, cy 105 cy 318 cy 6 cy $ 14, EQUIPMENT MOVE IN: $ 4, Total miles = 0.11 Project No. 1 $ 18, Project No. 2 ROAD IMPROVEMENT: (9-Mile on the BC500 Road) Rocking Segments Length 1.5"-0 (Culverts) 1.5"-0 (Roads) 6"-0 Jaw Run Pit Run Total C to C cy 228 cy 603 cy 3 cy $ 17, D to D cy 36 cy $ 4, E to E ,201 cy $ 61, Totals cy 3,555 cy 639 cy 3 cy Total miles = 3.73 Project No. 2 $ 83, STOCKPILE ROCK: Stockpile at pit Project No. 3 5-Mile Pit (Niagara Road) Push/Pile Crush and Haul Total cost 1.5"-0 (Culverts) 4,000 cy $ 1.28 $ $75, Project No. 3 $75, GRAND TOTAL $ 178, ROCK TOTALS: Quarry Site 5-Mile Pit (4.83 Mile Stockpile) N30 Pit (Roads) N30 Pit (Culverts) TOTAL ROCK TO CRUSH Rock sizes 1.5"-0 6"-0 Jaw Run Riprap Pit-run 4,000 cy 3,660 cy 957 cy 72 cy 9 cy 7,732 cy 957 cy 9 cy TOTAL CONTRACT CREDIT AMOUNT $ 178, % = $ 35,620.00
10 PROJECT NO. 1 ROAD - NEW CONSTRUCTION COSTS Sale: Green 30 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 1.5"-0 6"-0 Jaw Run Station or Acre Sum $ cy $ $ $ $ cy $ 4.64 $ cy 1 3 cy 24 cy SUB-TOTAL $ 1, CULVERTS: Total Description Type Size Length Cost Bevel Bands Cost Sub Total Install $ Sum $ 1-18" x 30 cpp $ $ - 0 $ - $ $ $ 1, cpp = corrigated plastic pipe cmp = corrigated metal pipe Quantity Cost Sub Total 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 Total Haul & Crush Roads Tailtrack Roads Arounds Junctions Bedding Outs (cy/pipe) Cubic Yards Combined $ Cost 1.5"-0 12 cy 24 cy 36 cy $ $ "-0 Jaw Run 78 cy 78 cy $ $ 1, Riprap (8"- 24") $ - Pit-run 6"+ 3 cy 3 cy $ 7.14 $ SUB-TOTAL $ 1, GRAND TOTAL = $ 4,528.05
11 PROJECT NO. 1 ROAD - NEW CONSTRUCTION COSTS Sale: Green 30 Road Segment: B to B1 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 1.5"-0 6"-0 Jaw Run Station or Acre Sum $ cy 48 cy $ $ 2, $ $ cy 12 cy 1 3 cy 24 cy SUB-TOTAL $ 2, CULVERTS: Total Description Type Size Length Cost Bevel Bands Cost Sub Total Install $ Sum $ 1-18" x 30 cpp $ $ - 0 $ - $ $ $ 1, cpp = corrigated plastic pipe cmp = corrigated metal pipe Quantity Cost Sub Total 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 Total Haul & Crush Roads Tailtrack Roads Arounds Junctions Bedding Outs (cy/pipe) Cubic Yards Combined $ Cost 1.5"-0 81 cy 12 cy 24 cy 117 cy $ $ 1, "-0 Jaw Run 228 cy 12 cy 240 cy $ $ 3, Riprap (8"- 24") $ - Pit-run 6"+ 3 cy 3 cy $ 7.14 $ SUB-TOTAL $ 5, GRAND TOTAL = $ 9,511.60
12 Green 30 Pit Name: N30 Pit 1.5"-0 Crushed only $/cu.yd.==> $ Swell: 1.30 Shrinkage/Compact: 1.16 Drill Pct.: 100% Truck measure 3,732 cy Oversize Pct.: 10% Scalp & Clear Overburden: $ /hr x 1 hrs = $ Drill & Shoot: $ 3.00 /cy x 3,732 cy = $ 11, Sort Oversize: $ 3.75 /cy x 373 cy = $ 1, Load Crusher: $ 1.25 /cy x 3,732 cy = $ 4, Crushing $ 2.50 /cy x 3,732 cy = $ 9, Screening Rock $ 2.30 /cy x 3,732 cy = $ 8, Load Dump Truck: $ 0.90 /cy x 3,732 cy = $ 3, Clean Up Pit $ /hr x 8 hrs = $ 2, Subtotal $ 40, 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 3,732 cy = $ Subtotal $ 6, "-0 Jaw Run $/cu.yd.==> $ ESTIMATED TOTAL COST $ 47, Swell: 1.30 Shrinkage/Compact: 1.16 Drill Pct.: 100% Truck measure 957 cy Oversize Pct.: 10% Scalp & Clear Overburden: $ /hr x 1 hrs = $ Drill & Shoot: $ 3.00 /cy x 957 cy = $2, Sort Oversize: $ 3.75 /cy x 96 cy = $ Load Crusher: $ 1.25 /cy x 957 cy = $1, Crushing $ 2.50 /cy x 957 cy = $2, Screening Rock $ 2.30 /cy x 957 cy = $2, Load Dump Truck: $ 0.90 /cy x 957 cy = $ Subtotal $10, Riprap & Pit-run $/cu.yd.==> $ 3.28 ESTIMATED TOTAL COST $10, 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 $57,778.95
13 Green 30 (Sale Name) Rates N30 Pit (Quarry) N30 Pit (Stockpile) Spread Dump Truck Rate ($/Hr.) Capacity (cy) Operator ($/Hr.) Total Crushed (Rock Type) D10 (Truck) 12-G (Grader) Vibratory Roller (Compactor) B20 $ $ $ "-0 (Rock Size) 14G (Loader) D8 (Tractor) D10 $ $ $ (Water Truck Size) OH25 $ $ $ Hauling Time Computation Grader Rate ($/Hr.) Operator ($/Hr.) Total 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.) Total 30 MPH Miles per round trip 0 Minutes Vibratory Roller $ $ $ MPH 1 Miles per round trip 2 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.) Total 10 MPH 0.4 Miles per round trip 2 Minutes D4 $ $ $ MPH 0 Miles per round trip 0 Minutes D6 $ $ $ Total Miles per Round Trip D7 $ $ $ Dump or Spread Time per Round Trip 0 Minutes D8 $ $ $ Total Hauling Cycle Time for this Setting (100% Efficiency) 5 Minutes Operator Efficiency Correction (80% Efficiency) 6 Minutes Loader Rate ($/Hr.) Capacity (cy) Operator ($/Hr.) Total 14G Cat Wheel Loader $ $ $ Time Per Cubic Yard Rate (Min/Load) Delay (Min) Total Loading Time (Min) Hauling Only (per cubic yard) 0.53 min/cu.yd Loading Costs Delay Time (while loading = loading time per cubic yard) 0.52 min/cu.yd Crushed Rock Total Time Per Cubic Yard 1.05 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) Total 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 $ 1.48 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. Total Operating Cost Per Hour $ per Hr. Cost Per Cubic Yard to Grade and Roll $ 1.42 Cu. Yd. Total Cost to Load, Haul and Place Cost to Crush Grand Total Combined $ 3.86 Cu. Yd. $ $ 16.64
14 Green 30 (Sale Name) Rates N30 Pit (Quarry) N30 Pit (Stockpile) Spread Dump Truck Rate ($/Hr.) Capacity (cy) Operator ($/Hr.) Total Jaw Run (Rock Type) D10 (Truck) 12-G (Grader) Vibratory Roller (Compactor) B20 $ $ $ " (Rock Size) 14G (Loader) D8 (Tractor) D10 $ $ $ (Water Truck Size) OH25 $ $ $ Hauling Time Computation Grader Rate ($/Hr.) Operator ($/Hr.) Total 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.) Total 30 MPH Miles per round trip 0 Minutes Vibratory Roller $ $ $ MPH 1 Miles per round trip 2 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.) Total 10 MPH 0.4 Miles per round trip 2 Minutes D4 $ $ $ MPH 0 Miles per round trip 0 Minutes D6 $ $ $ Total Miles per Round Trip D7 $ $ $ Dump or Spread Time per Round Trip 0 Minutes D8 $ $ $ Total Hauling Cycle Time for this Setting (100% Efficiency) 5 Minutes Operator Efficiency Correction (80% Efficiency) 6 Minutes Loader Rate ($/Hr.) Capacity (cy) Operator ($/Hr.) Total 14G Cat Wheel Loader $ $ $ Time Per Cubic Yard Rate (Min/Load) Delay (Min) Total Loading Time (Min) Hauling Only (per cubic yard) 0.53 min/cu.yd Loading Costs Delay Time (while loading = loading time per cubic yard) 0.52 min/cu.yd Crushed Rock Total Time Per Cubic Yard 1.05 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) Total 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 $ 1.48 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. Total Operating Cost Per Hour $ per Hr. Cost Per Cubic Yard to Grade and Roll $ 1.42 Cu. Yd. Total Cost to Load, Haul and Place Cost to Crush Grand Total Combined $ 3.86 Cu. Yd. $ $ 14.37
15 Green 30 (Sale Name) Haul to Highway 22 Rates N30 Pit (Quarry) N30 Pit (Stockpile) Spread Dump Truck Rate ($/Hr.) Capacity (cy) Operator ($/Hr.) Total Crushed (Rock Type) D10 (Truck) 12-G (Grader) Vibratory Roller (Compactor) B20 $ $ $ "-0 (Rock Size) 14G (Loader) D8 (Tractor) D10 $ $ $ (Water Truck Size) OH25 $ $ $ Hauling Time Computation Grader Rate ($/Hr.) Operator ($/Hr.) Total 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.) Total 30 MPH Miles per round trip 0 Minutes Vibratory Roller $ $ $ MPH 1 Miles per round trip 2 Minutes Vib. Grid Roller $ $ $ MPH 1 Miles per round trip 3 Minutes Hand Held Compactor $ $ $ MPH 0 Miles per round trip 0 Minutes Tractors Rate ($/Hr.) Operator ($/Hr.) Total 10 MPH 0.4 Miles per round trip 2 Minutes D4 $ $ $ MPH 0 Miles per round trip 0 Minutes D6 $ $ $ Total Miles per Round Trip D7 $ $ $ Dump or Spread Time per Round Trip 0 Minutes D8 $ $ $ Total Hauling Cycle Time for this Setting (100% Efficiency) 8 Minutes Operator Efficiency Correction (80% Efficiency) 10 Minutes Loader Rate ($/Hr.) Capacity (cy) Operator ($/Hr.) Total 14G Cat Wheel Loader $ $ $ Time Per Cubic Yard Rate (Min/Load) Delay (Min) Total Loading Time (Min) Hauling Only (per cubic yard) 0.84 min/cu.yd Loading Costs Delay Time (while loading = loading time per cubic yard) 0.52 min/cu.yd Crushed Rock Total Time Per Cubic Yard 1.36 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) Total 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 $ 1.93 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. Total Operating Cost Per Hour $ per Hr. Cost Per Cubic Yard to Grade and Roll $ 1.42 Cu. Yd. Total Cost to Load, Haul and Place Cost to Crush Grand Total Combined $ 4.30 Cu. Yd. $ $ 17.08
16 Green 30 (Sale Name) Rates N30 Pit (Quarry) N30 Pit (Stockpile) Spread Dump Truck Rate ($/Hr.) Capacity (cy) Operator ($/Hr.) Total Pit Run (Rock Type) D10 (Truck) 12-G (Grader) Vibratory Roller (Compactor) B20 $ $ $ "+ (Rock Size) 14G (Loader) D8 (Tractor) D10 $ $ $ (Water Truck Size) OH25 $ $ $ Hauling Time Computation Grader Rate ($/Hr.) Operator ($/Hr.) Total 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.) Total 30 MPH Miles per round trip 0 Minutes Vibratory Roller $ $ $ MPH 1 Miles per round trip 2 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.) Total 10 MPH 0.4 Miles per round trip 2 Minutes D4 $ $ $ MPH 0 Miles per round trip 0 Minutes D6 $ $ $ Total Miles per Round Trip D7 $ $ $ Dump or Spread Time per Round Trip 0 Minutes D8 $ $ $ Total Hauling Cycle Time for this Setting (100% Efficiency) 5 Minutes Operator Efficiency Correction (80% Efficiency) 6 Minutes Loader Rate ($/Hr.) Capacity (cy) Operator ($/Hr.) Total 14G Cat Wheel Loader $ $ $ Time Per Cubic Yard Rate (Min/Load) Delay (Min) Total Loading Time (Min) Hauling Only (per cubic yard) 0.53 min/cu.yd Loading Costs Delay Time (while loading = loading time per cubic yard) 0.52 min/cu.yd Crushed Rock Total Time Per Cubic Yard 1.05 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) Total 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 $ 1.48 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. Total Operating Cost Per Hour $ per Hr. Cost Per Cubic Yard to Grade and Roll $ 1.42 Cu. Yd. Total Cost to Load, Haul and Place Cost to Crush Grand Total Combined $ 3.86 Cu. Yd. $ 3.28 $ 7.14
17 PROJECT NO. 1 ROAD - IMPROVEMENT COSTS Sale: Green 30 Road Segment: C to C1 IMPROVEMENT: Improvement (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 1.5"-0 6"-0 Jaw Run Station or Acre Sum $ cy 48 cy $ $ 2, $ $ cy 24 cy $ $ cy $ 4.64 $ cy 12 cy $ $ cy 24 cy #NAME? SUB-TOTAL $ 3, CULVERTS: Total Description Type Size Length Cost Bevel Bands Cost Sub Total Install $ Sum $ 1-18" x 30 cpp $ $ - 0 $ - $ $ $ 1, cpp = corrigated plastic pipe cmp = corrigated metal pipe Quantity Cost Sub Total 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 Total Haul & Crush Roads Tailtrack Roads Arounds Junctions Bedding Outs (cy/pipe) Cubic Yards Combined $ Cost 1.5" cy 24 cy 12 cy 24 cy 252 cy $ $ 4, "-0 Jaw Run 543 cy 48 cy 12 cy 603 cy $ $ 8, Riprap (8"- 24") $ - Pit-run 6"+ 3 cy 3 cy $ 7.14 $ SUB-TOTAL $ 12, GRAND TOTAL = $ 17,989.51
18 PROJECT NO. 1 ROAD - IMPROVEMENT COSTS Sale: Green 30 Road Segment: D to D1 IMPROVEMENT: Improvement Landing Tailtrack Landing Construction Turnarounds End Haul/Push Turnouts 2-way Junction Culvert bedding Designed Cubic Yards/Station Cost per Pit Run 1.5"-0 6"-0 Jaw Run Station or Acre Sum $ cy $ $ 1, cy 24 cy $ $ $ cy 12 cy $ $ SUB-TOTAL $ 1, CULVERTS: Total Description Type Size Length Cost Bevel Bands Cost Sub Total Install $ Sum $ cpp = corrigated plastic pipe cmp = corrigated metal pipe Quantity Cost Sub Total 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 Total Haul & Crush Roads Tailtrack Roads Arounds Junctions Bedding Outs (cy/pipe) Cubic Yards Combined $ Cost 1.5" cy 12 cy 12 cy 126 cy $ $ 2, "-0 Jaw Run 24 cy 12 cy 36 cy $ $ Riprap (8"- 24") $ - Pit-run 6"+ $ 7.14 $ - SUB-TOTAL $ 2, GRAND TOTAL = $ 4,338.76
19 PROJECT NO. 1 ROAD - IMPROVEMENT COSTS Sale: Green 30 Road Segment: E to E1 IMPROVEMENT: Improvement Landing Tailtrack Landing Construction Turnarounds End Haul/Push Turnouts 2-way Junction Culvert bedding Designed Cubic Yards/Station Cost per Pit Run 1.5"-0 6"-0 Jaw Run Station or Acre Sum $ cy $ $ 4, cy $ $ SUB-TOTAL $ 4, CULVERTS: Total Description Type Size Length Cost Bevel Bands Cost Sub Total Install $ Sum $ cpp = corrigated plastic pipe cmp = corrigated metal pipe Quantity Cost Sub Total 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 Total Haul & Crush Roads Tailtrack Roads Arounds Junctions Bedding Outs (cy/pipe) Cubic Yards Combined $ Cost 1.5"-0 3,057 cy 144 cy 3,201 cy $ $ 56, "-0 Jaw Run $ $ - Riprap (8"- 24") $ - Pit-run 6"+ $ - SUB-TOTAL $ 56, GRAND TOTAL = $ 61,302.34
20 Green 30 Pit Name: 5 Mile Pit 1.5"-0 Crushed only $/cu.yd.==> $ Swell: 1.30 Shrinkage/Compact: 1.16 Drill Pct.: 100% Truck measure 4,000 cy Oversize Pct.: 10% Scalp & Clear Overburden: $ /hr x 30 hrs = $ 7, Drill & Shoot: $ 3.00 /cy x 4,000 cy = $ 12, Sort Oversize: $ 3.75 /cy x 400 cy = $ 1, Load Crusher: $ 1.25 /cy x 4,000 cy = $ 5, Crushing $ 2.50 /cy x 4,000 cy = $ 10, Screening Rock $ 2.30 /cy x 4,000 cy = $ 9, Load Dump Truck: $ 0.90 /cy x 4,000 cy = $ 3, Clean Up Pit $ /hr x 8 hrs = $ 2, Subtotal $ 50, 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 4,000 cy = $ Subtotal $ 6, ESTIMATED TOTAL COST $ 57, GRAND TOTAL FOR CRUSHING $ 57,475.00
21 Green 30 (Sale Name) Rates 5 Mile Pit (Quarry) 4.84 Mile (Stockpile) Spread Dump Truck Rate ($/Hr.) Capacity (cy) Operator ($/Hr.) Total 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.) Total 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.) Total 30 MPH Miles per round trip 0 Minutes Vibratory Roller $ $ $ MPH 0 Miles per round trip 0 Minutes Vib. Grid Roller $ $ $ MPH Miles per round trip 0 Minutes Hand Held Compactor $ $ $ MPH 0.3 Miles per round trip 1 Minutes Tractors Rate ($/Hr.) Operator ($/Hr.) Total 10 MPH 0 Miles per round trip 0 Minutes D4 $ $ $ MPH 0 Miles per round trip 0 Minutes D6 $ $ $ Total Miles per Round Trip D7 $ $ $ Dump or Spread Time per Round Trip 0 Minutes D8 $ $ $ Total Hauling Cycle Time for this Setting (100% Efficiency) 1 Minutes Operator Efficiency Correction (80% Efficiency) 2 Minutes Loader Rate ($/Hr.) Capacity (cy) Operator ($/Hr.) Total 14G Cat Wheel Loader $ $ $ Time Per Cubic Yard Rate (Min/Load) Delay (Min) Total Loading Time (Min) Hauling Only (per cubic yard) 0.15 min/cu.yd Loading Costs Delay Time (while loading = loading time per cubic yard) 0.52 min/cu.yd Crushed Rock Total Time Per Cubic Yard 0.67 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) Total 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 $ 0.95 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. Total Operating Cost Per Hour $ per Hr. Cost Per Cubic Yard to Grade and Roll $ 1.42 Cu. Yd. Total Cost to Load, Haul and Place Cost to Crush Grand Total Combined $ 3.33 Cu. Yd. $ $ 17.70
22 Green 30 (Sale Name) Total Yards End Hauled: cy Rates On site EndHual To nearest waste area Spread and Compact Dump Truck Rate ($/Hr.) Capacity (cy) Operator ($/Hr.) Total 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.) Total 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.) Total 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.) Total 10 MPH 0.2 Miles per round trip 1 Minutes D4 $ $ $ MPH 0.1 Miles per round trip 1 Minutes D6 $ $ $ Total Miles per Round Trip D7 $ $ $ Dump or Spread Time per Round Trip 0 Minutes D8 $ $ $ Total 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.) Total 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 Total 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) Total 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. Total Operating Cost Per Hour $ per Hr. Cost Per Cubic Yard to Place and Compact $ 1.94 Cu. Yd. Total Cost to Load, Haul, and Place $ 4.64 Cu. Yd. Delay (Min) Total Loading Time (Min)
23 MOVE-IN COSTS Green 30 Move in to the N30 Raod Equipment Hourly rate On site Hrs Cost Lowboy Weedwash Weedwash Total 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) $ $ - $ Totals $ - $ 4, TOTAL MOVE-IN COSTS ONE TIME = $ 4,420.00
24 MOVE-IN COSTS Green 30 Move up to 5 -Mile Pit (Niagara Road) Equipment Hourly rate Est Hrs Cost Lowboy Weed Total No. Description per machine to move to move Cost Wash Cost 1 Grader $ $ motor to site 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 Totals $ $ 1, TOTAL MOVE-IN COSTS ONE TIME = $ 1,365.00
25 CRUISE REPORT Green LOCATION: Portions of Section 22, T9S, R4E, W.M., Marion County, Oregon. 2. CRUISE DESIGN: The cruise design assumed an average stand diameter of 17 inches, a desired sampling error of 11% at a 68% confidence level. Pre-cruise plots indicated that approximately 5 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 27 variable radius grade plots half cruise and half count. 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 chain. 4. CRUISE RESULTS 68 trees were measured and graded producing a cumulative Net BF/ACRE sampling error of 5.6%. 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: Total 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 7 percent volume deduction was used for all other species to account for hidden defect and breakage. 6. Cruisers: The sale was cruised by ODF cruisers Mitchell and Gehrig.
26 TC PLOGSTVB Log Stock Table - MBF TT9S RR4E S22 Ty Project: GREEN30 Acres Page 1 Date 11/1/2017 Time 10:41:34AM Spp S T So Gr Log Gross Def Net % Net Volume by Scaling Diameter in Inches rt de Len MBF % MBF Spc DF DO 2M DF DO 2M DF DO 2M DF DO 2M DF DO 3M DF DO 3M DF DO 3M DF DO 3M DF DO 3M DF DO 3M DF DO 4M DF DO 4M DF DO 4M DF DO 4M DF DO 4M DF DO 4M DF Totals 2, , WH DO 2M WH DO 3M WH DO 3M WH DO 4M WH Totals Total All Species 2, ,
27 TC PSTATS PROJECT STATISTICS PROJECT GREEN30 PAGE DATE 1 11/1/2017 TWP RGE SC TRACT TYPE ACRES PLOTS TREES CuFt BdFt T9S R4 22 GREEN S W PLOTS TREES TOTAL ESTIMATED PERCENT TREES TOTAL SAMPLE PER PLOT TREES TREES CRUISE ,086.7 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 ,820 32,837 8,443 8,190 WHEMLOCK TOTAL ,438 33,412 8,593 8,335 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 WHEMLOCK COEFF TOTAL 48.7 CL 68.1 SD: 1.0 DOUG FIR WHEMLOCK SAMPLE TREES - BF # OF TREES REQ. INF. POP. VAR.% S.E.% LOW AVG HIGH COEFF TOTAL 42.6 CL 68.1 SD: 1.0 DOUG FIR WHEMLOCK SAMPLE TREES - CF # OF TREES REQ. INF. POP. VAR.% S.E.% LOW AVG HIGH COEFF TOTAL 34.2 CL 68.1 SD: 1.0 DOUG FIR WHEMLOCK TREES/ACRE # OF PLOTS REQ. INF. POP. VAR.% S.E.% LOW AVG HIGH COEFF TOTAL 28.9 CL 68.1 SD: 1.0 DOUG FIR WHEMLOCK BASAL AREA/ACRE # OF PLOTS REQ. INF. POP. VAR.% S.E.% LOW AVG HIGH COEFF TOTAL 28.5 CL 68.1 SD: 1.0 DOUG FIR WHEMLOCK NET BF/ACRE # OF PLOTS REQ. INF. POP. VAR.% S.E.% LOW AVG HIGH ,889 32,837 34, COEFF TOTAL ,547 33,412 35, NET CUFT FT/ACRE # OF PLOTS REQ. INF. POP. VAR.% S.E.% LOW AVG HIGH ,707 8,190 8, ,870 8,335 8,
28 TC PSPCSTGR Species, Sort Grade - Board Foot Volumes (Project) TT9S RR4E S22 Ty Project: Acres GREEN Page 1 Date 11/1/2017 Time 10:41:35AM % 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 Ft In Ft Lf /Acre DF DO 2M ,711 16,220 1, DF DO 3M ,443 15, DF DO 4M ,666 1, DF Totals ,820 32,837 2, WH DO 2M WH DO 3M WH DO 4M WH Totals Totals ,438 33,412 2,
29 TC PSTNDSUM Stand Table Summary Page 1 Date: 11/1/2017 TT9S RR4E S22 Ty Project GREEN30 Time: 10:41:36AM 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 DF DF DF DF DF DF DF DF DF DF DF DF DF ,456 1, ,670 1, ,792 7,023 3,317 1, ,455 5,605 2, ,442 1, , , ,763 1, ,722 1, DF Totals ,190 32,837 15,160 5,160 2,069 WH WH WH WH Totals Totals ,335 33,412 15,461 5,251 2,105
30 Niagara Niagara )))) )) ))))))))))))))))) ))))))))))))))) T9S R4E Big Washout Creek 22 Niagara 40 Niagara Little Washout Creek Sawmill Creek Niagara ML 2200 Legend 1 Rockpits ))) )))))))))))) )))))))) New Costruct Buffer Roads Timber Sale Boundary " " Electric Transmission Lines 40 ft Contours Index Intermediate Ground Based Logging Streams Fish Presence Fish Nonfish Unknown Townships Sections LOGGING PLAN FOR TIMBER SALE CONTRACT # GREEN 30 PORTIONS OF SECTIONS 22, T9S, R4E, W.M. MARION COUNTY, OREGON North Cascade District GIS October, 2017 This product is for informational use and may not be suitable for legal, engineering, or surveying purposes. 1 in = 583 feet 1:7, ,000 1,500 2,000 Feet APPROXIMATE NET ACRES AREA 1 AREA 2 TOTAL ACRES (MC) ACRES (R/W) ACRES. Map Projection: Oregon Statewide Lambert International Feet, NAD 1983
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