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3310 MCDOUGALL AVE 2019-09-06
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3310 MCDOUGALL AVE 2019-09-06
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9/26/2019 8:21:20 AM
Creation date
1/28/2019 3:40:08 PM
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Address Document
Street Name
MCDOUGALL AVE
Street Number
3310
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r Kirk Brooks <br /> From: Kirk Brooks <br /> Sent: Monday,August 07, 2017 8:35 AM <br /> To: 'pnewland@whidbey.net <br /> Subject: RE: 3310 McDougall/ Newland Warehouse Project <br /> Attachments: 201708041426.pdf; 20170804143222930.pdf <br /> I have attached as-built plan and profile for that system. I have also included a copy of our charts that show what feeds <br /> through that pipe that runs along your south property line. I noticed that there is drainage coming from the alley and <br /> another parking lot through that pipe.Abandon/remove would not be a likely option. However, connection of the new <br /> drainage from your new parking lot into the new street drainage sounds good. <br /> Thanks, Kirk <br /> From: i newland@whidbey.net [mailto:pnewlancKawhidbey.net] <br /> Sent: Friday, August 04, 2017 1:06 PM <br /> To: Kirk Brooks <br /> Cc: Rachel Weinberg <br /> Subject: Re: 3310 McDougall / Newland Warehouse Project <br /> Thanks Kirk <br /> Let us study this and see if we can make it work. Perhaps it is also possible to connect the drainage from our new parking <br /> lot and flow it north as well. We could then just abandon/remove the connection to that old 1925 line which I guess is a <br /> problem. Do you have as builts with elevations for where you are suggesting we connect at 33rd? If so can you send <br /> those on to Omega? <br /> Thanks and enjoy the weekend. <br /> Peter <br /> Sent from my iPhone <br /> On Aug 3, 2017,at 5:50 PM, Kirk Brooks<KBrooks@everettwa.gov>wrote: <br /> Peter, <br /> I have attached a markup that I feel blends your concerns for being practical and economical with the <br /> Sewer/drainage departments concerns for utility system design.The solution shown will provide a more <br /> direct route to the 18" pipe in 33rd St which has a slope of 0.75%and was installed in 2002.Whereas,the <br /> plan as submitted,would sent the storm water to a 12" pipe that has a slope of.11%and was installed <br /> in 1925. It seems obvious the proposed revision is the correct course of action hydraulically and will also <br /> address your concerns by make a minimal change in project cost. <br /> I'm prepared to move ahead with getting your permit ready shortly after an acceptable revision is made <br /> and submitted.As always, I'm open to discussion. <br /> Best Regards and have a good evening. <br /> Kirk <br /> 1J <br />
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