Knots. Within the rail bearing area, a large knot is one having an average diameter more than 1/3 the width of the surface on which it appears; but such a knot will be allowed if it is located outside the rail bearing area. Numerous small knots equaling the diameter of a large knot in damaging effect shall equate to a large knot and shall have the same limitations.

Knots. Switch ties with large knots or several small knots equaling to a large knot within the rail bearing area shall not be acceptable by CSX (see para. 3.1.1, d).

Knots. Crossties with large knots or several small knots equaling to a large knot within the rail bearing area shall not be acceptable by CSX (see para. 3.1.1, d).

Knots. Large knots shall not be allowed. A large knot is one whose average diameter exceeds one-fourth the width of the face on which it appears. Numerous knots shall not be allowed. Numerous knots are any number of smaller knots equaling a large knot in size.

Knots. On average they went faster through West Channel. I always do. What were your thoughts about the need to come through Xxxxxxx Passage when trying to get to Xxxxxxx Narrows on time. I don’t know I didn’t quite understand that one either. Because when I look at the distances, it doesn’t make a whole lot of difference. Did you do any runs from Xxxxxxx Passage into the East Channel? Yes. (Authors' note: this reply is in error, only Run 314 looked at East Channel and Xxxxxxx Passage and it was a southbound run. There were no tests of the northbound turn from Xxxxxxx Passage into East Channel. There was one southbound and one northbound run into West Channel from Revillagigedo Channel. These are runs 555 and 666 during Week 2.) What about mitigations like removing the shoal right off the cruise ship dock. Yes, yes that would help. It would help in terms of timing and it would also help in terms of risk. For the F3 bridge option should the low bridge over East Channel be high enough to accommodate all barge traffic? It would make a big difference. The extent that one can open up East Channel at least to quite a bit of traffic, now what you’re creating – right now you have a natural traffic separation scheme that verges kind of on parallel tracks north of Xxxxxxx Island. What you’d be creating now would be almost a crossing traffic scheme for the merge. Yes, northbound in West Channel they have to reverse and come back to the docks – of course they would cross, or angle across or converge with the northbound traffic in Tongass Narrows or in East Channel and going on through. That creates a very different traffic pattern in the harbor than it is now. Is that an issue? No, I don’t think so. Not in terms of risk.

Knots. (i) All knots will be flush trimmed and measured across the smallest diameter

Knots. Maximum diameter of a single knot shall not exceed 3 inches. The sum of the diameters of all knots (1/2 inch and larger) in any 1-foot section shall not exceed 8 inches on 45- foot and shorter and 10 inches on 50-foot and longer poles. TRIM: Poles shall have a minimum of 12 inches of trim. MAXIMUM DIAMETER AT GROUND LINE: Shall not be more than 7 inches or 20% larger than the specified minimum, whichever is greater. CLASSIFICATION: The diameter (D.O.B.) at ground line (6 feet up from the butt) will determine the true class of the pole, provided that its top is large enough. Otherwise, the diameter (D.I.B.) at the top will determine the true class. PROHIBITED DEFECTS: Poles shall be free of sucker knots, knot clusters, rotten knots, short crooks, splits, shake, scars or catfaces, deadwood streaks, snowbreak, cross break, decay, and worm or insect damage. REFERENCE: American National STANDARDS INSTITUTE: A.N.S.I. 05.1-2008 or later WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOREST EXCISE TAX ROAD SUMMARY SHEET Region: Northeast Timber Sale Name: Q Seco Sorts Application Number: 30- 098221 EXCISE TAX APPLICABLE ACTIVITIES Construction: 7,827 linear feet Road to be constructed (optional and required) but not abandoned Reconstruction: 0 linear feet Road to be reconstructed (optional and required) but not abandoned Abandonment: 0 linear feet Abandonment of existing roads not reconstructed under the contract Decommission: 3,825 linear feet Road to be made undriveable but not officially abandoned. Pre-Haul Maintenance: 33,395 linear feet Existing road to receive maintenance work (optional and required) prior to haul EXCISE TAX EXEMPT ACTIVITIES Temporary Construction: 0 Roads to be constructed (optional and required) and then abandoned Temporary Reconstruction: Roads to be reconstructed (optional and required) and then abandoned linear feet linear feet All parties must make their own assessment of the taxable or non-taxable status of any work performed under the timber sale contact. The Department of Revenue bears responsibility for determining forest road excise taxes. The Department of Natural Resources developed this form to help estimate the impact of forest excise taxes. However, the information provided may not precisely calculate the actual amount of taxes due. The Department of Revenue is available for consultation by calling 0.000.000.0000. (Revised 9/18) PRE-CRUISE NARRATIVE Sale Name: Seco Sorts Region: Northeast Agreement #: 30-098221 District: A...

Knots. The commanding officer of the Hollyhock determined a collision was imminent and ordered left full rudder and to sound the collision alarm.

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