Hi All,
I am also thinking of pulling the met ash dropping the keel to stop some 
ingress of water into the bilge. I am thinking of first re-torquing the keel 
bolts first before pulling everything out. What marina/yard in Sidney are you 
using for this?
Cheers,
Bill

Bill Hoyne
Mithrandir
’74 C&C35 MkII
in Victoria,BC

On Oct 3, 2014, at 9:11 PM, Russ & Melody via CnC-List <cnc-list@cnc-list.com> 
wrote:

> Hi David,
> 
> My quip was not quick enough to get in before your clarification and at the 
> same time, too quick. This subject is not too deep for me after all.
> 
> Re:
> 1) - so, you were motoring or sailing downwind through at an extremely low 
> tide?
> 
> 2) - I would chase each of the cracks with a burr, not a disk grinder. A disk 
> grinder will not reveal the crack in the same manner as a burr since it can 
> fold over clean material and you think it doesn't go any further.
> My favourite burr looks like the "pointed tree" SG, on this page:
> http://www.boggstool.com/page2.html
> - when the cracks have been hogged out to bright metal (you cannot see the 
> crack anymore), you can fill & fair with epoxy filler and tape as per 
> recommendations. Remember to apply epoxy to lead on a freshly exposed surface 
> only, as it starts to oxidize right away. A quick run over everything with a 
> wire brush should do the trick.
> - if you excavate down to the keel bolt, don't panic! clean way some more and 
> pre-treat with phosphoric acid (and wait 24 hours) to "kill the rust" around 
> your S/S keelbolt before proceeding with above.
> 
> - this repair assumes the keel-hull joint is tight, otherwise crevice 
> corrosion can still occur since source is a different path.
> 
> - I am skeptical that these cracks are due to haulout on a railway. Lead is 
> such a ductile material that a point load stress at the bottom is not 
> resolved as a stress crack at a location that has a much greater area of 
> support. I believe the indications should be near the bottom of the keel if 
> this case.
> 
>         Cheers, Russ
>         Sweet 35 mk-1
>         PSW, east Vancouver island
> 
> At 07:26 PM 03/10/2014, you wrote:
> 
>> Two related issues:
>>  
>> 1)      I found an uncharted rock at low tide this summer so am now having a 
>> mast out/keel off repair by a reputable yard near Sidney, BC. Since my draft 
>> is slightly more than the 2 meters Canadian Hydrographic set as their 
>> minimum for charting obstructions I guess they are off the hook.
>> 2)      However – the keel has shown minor weeping from a spot on the port 
>> side corresponding to about the lower end of a keel bolt - seen at haul outs 
>> since purchase  about 6 years ago. At least two surveyors have seen it and 
>> ignored it. Usually there is a teaspoon or two of water and a bit of rust 
>> seeps out over 24 hours or so. This time there are two spots.  While 
>> removing the keel (as per #1 above) light grinding over the area shows a 
>> fine vertical crack a couple of inches long and a couple more smaller cracks 
>> on other spots further back in line with bolts.  On this thin keel the aft 
>> bolt is only about ½” diameter. I had been told earlier at a Rendevous that 
>> the trickle, etc could be caused by impurities in the scrap lead used by 
>> Mars originally. At purchase and since then there has been noted a very 
>> slight cant to starboard over the whole keel (maybe ¾” at most) again noted 
>> but ignored at surveys.
>> The yard is telling me several things and I am interested to know if anyone 
>> else with this keel has seen similar issues. Among the suggestions I have 
>> heard by the yard so far: do light grinding of the area then prep and patch 
>> with mat/epoxy to seal; or do the patch and also an overlay of fibreglass to 
>> give more strength (neither of which would be guaranteed); or consider a new 
>> keel(!). They seem certain the cracking is stress on the keel compounded by 
>> annual hauling at our Club marine railway for yearly bottom prep, etc; 
>> they’ve also indicated they would contact Mars for advice. My concern is 
>> that none of the suggestions sound like a final solution if they are correct 
>> in the analysis and reasoning.  There are also concerns re crevice corrosion 
>> in the long term in any event.
>>  
>> So: If anyone has heard of and or dealt similar issues I’d appreciate 
>> feedback. I hope to contact Rob at Southshore as he had the original 
>> information that scrap lead used in that era was the culprit and essentially 
>> a cosmetic issue.
>>  
>> Thanks folks. List advice is a great asset.
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