HomeMy WebLinkAboutWestridge submittals
20-5029 Submittal #001.pdf
20-5029 Submittal #001_Reviewed.pdf
20-5029 Submittal #001-B.pdf
20-5029 Submittal #001-C.pdf
20-5029 Submittal #002.pdf
20-5029 Submittal #002_Reviewed.pdf
20-5029 Submittal #004.pdf
20-5029 Submittal #005.pdf
20-5029_Submittal_#001-B_Reviewed.pdf
20-5029_Submittal_#004_Reviewed.pdf
InletStructure_PipeCL_Offsets.pdf
RE EXTERNAL RE EXT RE Flowable Fill Unit Weight.msg
IPM.Note
RE: [EXTERNAL] RE: [EXT] RE: Flowable Fill Unit Weight
RE:
Adam Oliver
Jeffrey Olsson
Adam Oliver
SMTP
JOlsson@dowl.com
[EXTERNAL] RE: [EXT] RE: Flowable Fill Unit Weight
EX
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From: Jeffrey Olsson <JOlsson@dowl.com>
To: Sky Mason <Sky.Mason@ContechLLC.com>
CC: Wade Irion <WIrion@dowl.com>, Paul Yakawich <pyakawich@dowl.com>,
"Anthony Keene" <akeene@dowl.com>, Dennis Dirks
<Dennis.Dirks@ContechLLC.com>, Stephanie Jacobsen
<Stephanie.Jacobsen@ContechLLC.com>, Adam Oliver <AOliver@BOZEMAN.NET>
Subject: RE: [EXTERNAL] RE: [EXT] RE: Flowable Fill Unit Weight
Thread-Topic: [EXTERNAL] RE: [EXT] RE: Flowable Fill Unit Weight
Thread-Index: AdaigOL/nAHE26TGRvy9Min7o/nAswAAhG+QAASLnrAAIchLwAAz9/IQAAOS9GAAAEl8sAAAGTSwBUQtFNAAAoAPoAAAYbdQATtht3AAL32roAAB1NcQ
Date: Thu, 19 Nov 2020 23:43:56 +0000
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Jeffrey Olsson
SMTP
JOlsson@dowl.com
Wade Irion; Paul Yakawich; Anthony Keene; Dennis Dirks; Stephanie Jacobsen; Adam Oliver
Sky Mason
[EXTERNAL] RE: [EXT] RE: Flowable Fill Unit Weight
Sky. Here are our concerns and suggested modifications. We have a couple of concerns. The 2 inch. thick secondary pour would allow for a very minimal dowel into this secondary pour and
would have very minimal clear cover. This exacerbates the second concern which is the potential for this additional pour to separate from the base during placement and backfill (i.e.,
potential shearing force could break the secondary pour off, particularly since there will be minimal cure at the time of placement). We are OK in concept with the idea of the secondary
pour that has been proposed but would suggest the following modifications/clarifications: 1) use the secondary pour to build the base back out to the 10” base extension originally bid;
2) instead of a straight dowel, provide a hook bar with minimum embedment meeting the epoxy manufacturer’s specifications, 2-inch projection from the base, and an 8-inch hook installed
horizontally at 90 deg. (you may need to check out this would fit with the diameter of the base – I haven’t tried to draw anything to scale). We do not have any exceptions to the top
thickness of the secondary pour or the quantity/spacing of the dowels.
Let me know if you have any questions or concerns.
Jeffrey Olsson, PE, TSP
Senior Water Resources Engineer
DOWL
-
(406) 442-0370 | office
(406) 324-7414 | direct
(406) 202-8436 | cell
-
From: Sky Mason <Sky.Mason@ContechLLC.com>
Sent: Thursday, November 19, 2020 3:40 PM
To: Jeffrey Olsson <JOlsson@dowl.com>
Cc: Wade Irion <WIrion@dowl.com>; Paul Yakawich <pyakawich@dowl.com>; Anthony Keene <akeene@dowl.com>; Dennis Dirks <Dennis.Dirks@ContechLLC.com>; Stephanie Jacobsen <Stephanie.Jacobsen@ContechLLC.co
m>; Adam Oliver <AOliver@BOZEMAN.NET>
Subject: RE: [EXTERNAL] RE: [EXT] RE: Flowable Fill Unit Weight
Hi Jeff
Sorry to press. I know you’re busy and this time-crunch is not your fault at all. I’m writing to check to see if you’ve had a chance to look at the attached proposal? We have to make
this modification as soon as we can in order to have it to your project by the deadline Dec. 1st.
Thanks for your understanding.
Sky Mason, E.I.
Design Engineer – Stormwater
Contech Engineered Solutions LLC
From: Sky Mason
Sent: Wednesday, November 18, 2020 4:12 PM
To: Jeffrey Olsson <JOlsson@dowl.com <mailto:JOlsson@dowl.com> >
Cc: Wade Irion <WIrion@dowl.com <mailto:WIrion@dowl.com> >; Paul Yakawich <pyakawich@dowl.com <mailto:pyakawich@dowl.com> >; Anthony Keene <akeene@dowl.com <mailto:akeene@dowl.com> >;
Dennis Dirks <Dennis.Dirks@ContechLLC.com <mailto:Dennis.Dirks@ContechLLC.com> >; Stephanie Jacobsen <Stephanie.Jacobsen@ContechLLC.com <mailto:Stephanie.Jacobsen@ContechLLC.com> >;
'Adam Oliver' <AOliver@BOZEMAN.NET <mailto:AOliver@BOZEMAN.NET> >
Subject: RE: [EXTERNAL] RE: [EXT] RE: Flowable Fill Unit Weight
Hi there, Jeff
The unit is built and awaiting this final base slab modification. The precaster has proposed a solution that I would like for you to review. Attached is their shop drawing where you
can see that they are extending the base slab extension to the dimensions that you originally approved. They are also covering the top of the original base slab extension which would
make the structure of this secondary pour perform more to your needs by naturally opposing the upwards buoyant force. Below is the description of the precaster’s dowel arrangement:
“I can do whatever the engineer would like.
I would propose #4 Rebar doweled into the base slab. 3" up from the bottom side of the slab. Into the slab 6". I would propose doing a quantity of 6, spaced evenly @ 60°.
This is not an engineered reinforcement schedule. The MH base is already built to ASTM C478, so the added reinforcement would just be to bond the secondary pour to the initial cast of
the structure.”
If this sounds acceptable to you then let me know. We can get this rolling immediately and have it delivered on schedule.
Thanks, Jeff.
Sky Mason, E.I.
Design Engineer – Stormwater
Contech Engineered Solutions LLC
11815 NE Glenn Widing Drive | Portland, OR 97220
Office: (503) 258-3110 |Fax: (800) 561-1271
smason@conteches.com <mailto:smason@conteches.com>
www.ContechES.com <https://www.conteches.com/>
From: Adam Oliver [mailto:AOliver@BOZEMAN.NET]
Sent: Thursday, November 12, 2020 10:16 AM
To: Jeffrey Olsson <JOlsson@dowl.com <mailto:JOlsson@dowl.com> >; Sky Mason <Sky.Mason@ContechLLC.com <mailto:Sky.Mason@ContechLLC.com> >
Cc: Wade Irion <WIrion@dowl.com <mailto:WIrion@dowl.com> >; Paul Yakawich <pyakawich@dowl.com <mailto:pyakawich@dowl.com> >; Anthony Keene <akeene@dowl.com <mailto:akeene@dowl.com> >
Subject: RE: [EXTERNAL] RE: [EXT] RE: Flowable Fill Unit Weight
Jeff, with how tight and deep this excavation will be, I would like to make sure that is necessary before we do anything that expands or complicates the bottom of the structure. Smaller
base OD is a benefit if it will work in the long run. Is the concern floatation while the flowable fill cures or long term floatation in groundwater? If the concern is floatation within
the flowable fill, they can rest the bucket of their ~25000kg machine on it while it cures.
Thanks,
Adam
From: Jeffrey Olsson <JOlsson@dowl.com <mailto:JOlsson@dowl.com> >
Sent: Thursday, November 12, 2020 10:19 AM
To: Sky Mason <Sky.Mason@ContechLLC.com <mailto:Sky.Mason@ContechLLC.com> >; Adam Oliver <AOliver@BOZEMAN.NET <mailto:AOliver@BOZEMAN.NET> >
Cc: Wade Irion <WIrion@dowl.com <mailto:WIrion@dowl.com> >; Paul Yakawich <pyakawich@dowl.com <mailto:pyakawich@dowl.com> >; Anthony Keene <akeene@dowl.com <mailto:akeene@dowl.com> >
Subject: RE: [EXTERNAL] RE: [EXT] RE: Flowable Fill Unit Weight
Sky, I was able to get comfortable with the reduction from 10 inches to 8 inches, but rather than reduce it further, I would rather see some dowels into the manhole base and perhaps
a hoop or series of short straight bars tied over the dowels to make sure that we really do develop the additional floatation resistance of the surrounding flowable fill. That would
be my recommendation, what do you think Adam? We know we will have high groundwater at this site. The last thing anybody needs is to see this thing float because of precast limitations;
a few dowels and sticks of rebar to tie the unit into the mass of flowable fill will be an extremely cheap insurance policy. We could have our structural engineer sketch something up,
but given that this really is a precast limitation it probably makes more sense to have the contractor propose something.
Jeffrey Olsson, PE, TSP
Senior Water Resources Engineer
DOWL
-
(406) 442-0370 | office
(406) 324-7414 | direct
(406) 202-8436 | cell
-
From: Sky Mason <Sky.Mason@ContechLLC.com <mailto:Sky.Mason@ContechLLC.com> >
Sent: Thursday, November 12, 2020 9:08 AM
To: Jeffrey Olsson <JOlsson@dowl.com <mailto:JOlsson@dowl.com> >
Cc: Adam Oliver <AOliver@BOZEMAN.NET <mailto:AOliver@BOZEMAN.NET> >
Subject: RE: [EXTERNAL] RE: [EXT] RE: Flowable Fill Unit Weight
Good morning, Jeff.
I ran into a production limitation. The precaster is unable to make the base-slab extension 8 inches wide and instead can only make the extension 6 inches. Would you mind checking to
see if this is sufficient for your buoyancy requirements? If it’s not, then I will look into other options to get you what you need.
Thanks for your time.
Sky Mason, E.I.
Design Engineer – Stormwater
Contech Engineered Solutions LLC
11815 NE Glenn Widing Drive | Portland, OR 97220
Office: (503) 258-3110 |Fax: (800) 561-1271
smason@conteches.com <mailto:smason@conteches.com>
www.ContechES.com <https://linkprotect.cudasvc.com/url?a=https%3a%2f%2fwww.conteches.com%2f&c=E,1,4kCVVSdOcOGfQG16Z5N_C0_It8Bi5rRgZ_sWmFlHpPxtp9dDIvMM3psb8WpUGbLqZhsjjBs77oUAL1gzlc1caPIy_lASf8kAJOVMD
a__&typo=1>
From: Jeffrey Olsson [mailto:JOlsson@dowl.com]
Sent: Friday, October 16, 2020 1:41 PM
To: Sky Mason <Sky.Mason@ContechLLC.com <mailto:Sky.Mason@ContechLLC.com> >
Cc: Adam Oliver <AOliver@BOZEMAN.NET <mailto:AOliver@BOZEMAN.NET> >
Subject: RE: [EXTERNAL] RE: [EXT] RE: Flowable Fill Unit Weight
FYI, please route the formal submittal through the Contractor, who will sign it and send it to the City. The City will then (presumably) forward it on to us for final submittal review
assistance. I don’t want to get the submittal review order of reasonability out of whack.
Adam, below is some of the correspondence on the base extension aspect of the CDS unit between DOWL and Contech. I believe we have this element of the submittal resolved, but we’ll want
to give the final submittal quick a once-over when you receive it to make sure the other issues were resolved as well.
Cheers!
Jeffrey Olsson, PE, TSP
Senior Water Resources Engineer
DOWL
-
(406) 442-0370 | office
(406) 324-7414 | direct
(406) 202-8436 | cell
-
From: Sky Mason <Sky.Mason@ContechLLC.com <mailto:Sky.Mason@ContechLLC.com> >
Sent: Friday, October 16, 2020 2:36 PM
To: Jeffrey Olsson <JOlsson@dowl.com <mailto:JOlsson@dowl.com> >
Subject: RE: [EXTERNAL] RE: [EXT] RE: Flowable Fill Unit Weight
Okay. That sounds good. I’m glad it works out. I’ll get that submittal drawing over to you – including the buoyancy calcs – as soon as I can.
Thanks, Jeff. Always a pleasure. You have a good one too.
From: Jeffrey Olsson [mailto:JOlsson@dowl.com]
Sent: Friday, October 16, 2020 1:29 PM
To: Sky Mason <Sky.Mason@ContechLLC.com <mailto:Sky.Mason@ContechLLC.com> >
Subject: [EXTERNAL] RE: [EXT] RE: Flowable Fill Unit Weight
CAUTION: This email originated from outside of the organization. Exercise caution when opening attachments or clicking links, especially from UNKNOWN senders.
The FS similar to what I was getting and, although it is less than I had hoped, I believe any reasonable amount of base extension (given that we’re using flowable fill) will likely activate
a much larger block of weight than the “column” of fill directly over the base extension. We’ll allow the reduction to the 8” base extension. Please proceed with the revised submittal
accordingly. Please also submit final floatation calcs with the submittal (with the draft stamp removed). Thanks, Sky. Have a good weekend, and we’ll be in touch.
Jeffrey Olsson, PE, TSP
Senior Water Resources Engineer
DOWL
-
(406) 442-0370 | office
(406) 324-7414 | direct
(406) 202-8436 | cell
-
From: Sky Mason <Sky.Mason@ContechLLC.com <mailto:Sky.Mason@ContechLLC.com> >
Sent: Friday, October 16, 2020 12:44 PM
To: Jeffrey Olsson <JOlsson@dowl.com <mailto:JOlsson@dowl.com> >
Subject: RE: [EXT] RE: Flowable Fill Unit Weight
Hi Jeff. How do things look on your end? Were the files that I sent you helpful? Can run anything else on my end?
From: Jeffrey Olsson [mailto:JOlsson@dowl.com]
Sent: Thursday, October 15, 2020 11:00 AM
To: Mason, Sky <SMason@conteches.com <mailto:SMason@conteches.com> >
Subject: RE: [EXT] RE: Flowable Fill Unit Weight
Hey, Sky. Can you check your volume calc and then rerun this with an unsaturated backfill unit weight of 102 pcf. I’m showing a FS of 1.4 (groundwater at the ground surface elev. of
4933); I’m curious what you have on your end. Can you also run it with the groundwater elev. at 4931? Thanks.
Jeffrey Olsson, PE, TSP
Senior Water Resources Engineer
DOWL
-
(406) 442-0370 | office
(406) 324-7414 | direct
(406) 202-8436 | cell
-
From: Jeffrey Olsson
Sent: Wednesday, October 14, 2020 8:02 PM
To: Mason, Sky <SMason@conteches.com <mailto:SMason@conteches.com> >
Subject: RE: [EXT] RE: Flowable Fill Unit Weight
Thanks, Sky. After looking through my calcs and updating values based on your design, I’m getting a total weight of 19335 lbs, so very similar to yours. Assuming a unit weight of concrete
of 150 lbs/cf and unit weight of backfill of 130 lbs/cf (flowable fill assumed unit weight – waiting on response from the contractor) I get a FS against floatation of 1.75 using a 10”
base extension. Reducing to an 8” base extension reduces the FS against floatation to 1.6.
One other thing of perhaps not is that in my calcs when I’m attempting to match your design dimensions I get a volume displaced of 287 cf not the 301 cfs that you mentioned over the
phone. The difference in volume has a significant impact on buoyancy; not sure where that difference is coming from.
My thought is to wait to hear what the final unit weight of the flowable fill will be (assuming that is a quick check by the contractor). I understand the need to get this turned around
quickly and into fab. Hopefully we get a quick response from Bryan.
Jeffrey Olsson, PE, TSP
Senior Water Resources Engineer
DOWL
-
(406) 442-0370 | office
(406) 324-7414 | direct
(406) 202-8436 | cell
-
From: Mason, Sky <SMason@conteches.com <mailto:SMason@conteches.com> >
Sent: Wednesday, October 14, 2020 5:41 PM
To: Jeffrey Olsson <JOlsson@dowl.com <mailto:JOlsson@dowl.com> >
Subject: [EXT] RE: Flowable Fill Unit Weight
WARNING: External Sender - use caution when clicking links and opening attachments.
Hi there Jeff
Attached is a snip of the weight of just the concrete for this CDS. This weight does not include the permanent pool of water or the internals.
Looking forward.
Sky Mason, E.I.
Design Engineer – Stormwater
Contech Engineered Solutions LLC
From: Jeffrey Olsson [mailto:JOlsson@dowl.com]
Sent: Wednesday, October 14, 2020 4:34 PM
To: Bryan Petersen <bryan.petersen@centralph.com <mailto:bryan.petersen@centralph.com> >
Cc: Mason, Sky <SMason@conteches.com <mailto:SMason@conteches.com> >; Kyle Mehrens (kmehrens@bozeman.net <mailto:kmehrens@bozeman.net> ) <kmehrens@bozeman.net <mailto:kmehrens@bozeman.net>
>; Adam Oliver <AOliver@BOZEMAN.NET <mailto:AOliver@BOZEMAN.NET> >; Wade Irion <WIrion@dowl.com <mailto:WIrion@dowl.com> >
Subject: Flowable Fill Unit Weight
Hello, Bryan. I’m sure you’re working on a submittal for the flowable fill on the Westridge project still; however, I’m fielding a question from Contech regarding potentially accepting
a reduced base extension of 8 inches (relative to the 10 inches in the design). To help evaluate this it will be necessary to have an estimate of the unit weight of the flowable fill.
Can you check with your supplier on this? As per the plans and MPWSS, we’ve specified an excavatable flowable fill (i.e., 28-day compressive strength in the range of 30 to 150 psi).
Can you send us the unit weight of the flowable fill you’re proposing? I would think your supplier would have this information at their fingertips. Thanks, Bryan. Hope all is well, and
I’ll talk to you soon.
Jeffrey Olsson, PE, TSP
Senior Water Resources Engineer
DOWL
-
(406) 442-0370 | office
(406) 324-7414 | direct
(406) 202-8436 | cell
-
1300 Cedar Street
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Adam Oliver
BaseExtension_SecondaryLiftSuggestedMods.pdfH:‡0 PROJECTS\Contech\Westridge\DESIGN DATA\36 POS-48.dwg
Contech Westridge Secondary Ballast Pour 11/18/2020 ManholeWall Edgeofsecondarypour Edgeoffirstpour #4dowelwith8"hookat90deg. 6ea.at60deg.around circumferenceofbase #4hook.embedmentdepthisatleastthe
minimumrecommendedbytheepoxy manufacturerforthespecifiedbarsize.2" projectionfromedgeofthebase. 10"toallowreasonable clearcoverover#4bar
.pdf
BaseEx~1.pdf
BaseExtension_SecondaryLiftSuggestedMods.pdf
application/pdf
73C322D6BB07EF43A26BEAAA6024A916@bozeman.net
RE Westridge Inlet Structure.msg
IPM.Note
RE: Westridge Inlet Structure
RE:
Adam Oliver
Bryan Petersen
Adam Oliver
SMTP
bryan.petersen@centralph.com
Westridge Inlet Structure
EX
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From: Bryan Petersen <bryan.petersen@centralph.com>
To: Jeffrey Olsson <JOlsson@dowl.com>
CC: "Kyle Mehrens (kmehrens@bozeman.net)" <kmehrens@bozeman.net>, Adam Oliver
<AOliver@BOZEMAN.NET>
Subject: RE: Westridge Inlet Structure
Thread-Topic: Westridge Inlet Structure
Thread-Index: AdahdYynRRLZz8KbSxiDTXM8szZRMAAAs9+w
Date: Tue, 13 Oct 2020 15:51:26 +0000
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Bryan Petersen
SMTP
bryan.petersen@centralph.com
Kyle Mehrens; Adam Oliver
Jeffrey Olsson
Westridge Inlet Structure
Jeffrey,
Thank you for the info. Typically we give a knock out that is about 4” larger than the pipe. In this case we are going to propose a knock out that is 6” larger since the pipes come
in at skew angles.
Sincerely,
Bryan Petersen
Project Manager
437 Floss Flats Road
Belgrade, MT 59714
Phone: 406.388.1000
Cell: 406.922.1454
www.centralph.com <http://www.centralph.com/>
www.centralexcavation.com <http://www.centralexcavation.com/>
From: Jeffrey Olsson <JOlsson@dowl.com>
Sent: Tuesday, October 13, 2020 9:44 AM
To: Bryan Petersen <bryan.petersen@centralph.com>
Cc: Kyle Mehrens (kmehrens@bozeman.net) <kmehrens@bozeman.net>; Adam Oliver <AOliver@BOZEMAN.NET>
Subject: Westridge Inlet Structure
Hello, Brian.
Per our phone conversation, I have pulled the offsets and angles for where the projected centerline of the inlet and outlet pipes intersects a line cut parallel with the inlet through
the center of the inlet box. The offsets along this line from the center of the structure is provided in the attached. Both projected centerlines intersect the line cut through the center
of the structure at a point west of the center of the structure. Please note, this is provided for informational purposes based on measurements of the schematic that we have in our drawings;
the actual location of the existing storm drain may vary from that shown and used in this measurement. Make sure to give yourself plenty of room to allow for field adjustments. If you
would like the drawing file, I can provide that as well. If you have any questions on this, please give me a call.
Jeffrey Olsson, PE, TSP
Senior Water Resources Engineer
DOWL
-
(406) 442-0370 | office
(406) 324-7414 | direct
(406) 202-8436 | cell
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Helena, MT 59601
www.dowl.com <http://www.dowl.com>
9A3B4A4D343BE344985369304A9342C0@bozeman.net
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Adam Oliver
Adam Oliver
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RERERERE Flowable Fill Unit Weight.msg
IPM.Note
RE: [EXTERNAL] RE: [EXT] RE: Flowable Fill Unit Weight
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From: Sky Mason <Sky.Mason@ContechLLC.com>
To: Jeffrey Olsson <JOlsson@dowl.com>
CC: Adam Oliver <AOliver@BOZEMAN.NET>
Subject: RE: [EXTERNAL] RE: [EXT] RE: Flowable Fill Unit Weight
Thread-Topic: [EXTERNAL] RE: [EXT] RE: Flowable Fill Unit Weight
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Sky Mason
SMTP
Sky.Mason@ContechLLC.com
Adam Oliver
Jeffrey Olsson
[EXTERNAL] RE: [EXT] RE: Flowable Fill Unit Weight
Good morning, Jeff.
I ran into a production limitation. The precaster is unable to make the base-slab extension 8 inches wide and instead can only make the extension 6 inches. Would you mind checking to
see if this is sufficient for your buoyancy requirements? If it’s not, then I will look into other options to get you what you need.
Thanks for your time.
Sky Mason, E.I.
Design Engineer – Stormwater
Contech Engineered Solutions LLC
11815 NE Glenn Widing Drive | Portland, OR 97220
Office: (503) 258-3110 |Fax: (800) 561-1271
smason@conteches.com <mailto:smason@conteches.com>
www.ContechES.com <https://www.conteches.com/>
From: Jeffrey Olsson [mailto:JOlsson@dowl.com]
Sent: Friday, October 16, 2020 1:41 PM
To: Sky Mason <Sky.Mason@ContechLLC.com>
Cc: Adam Oliver <AOliver@BOZEMAN.NET>
Subject: RE: [EXTERNAL] RE: [EXT] RE: Flowable Fill Unit Weight
FYI, please route the formal submittal through the Contractor, who will sign it and send it to the City. The City will then (presumably) forward it on to us for final submittal review
assistance. I don’t want to get the submittal review order of reasonability out of whack.
Adam, below is some of the correspondence on the base extension aspect of the CDS unit between DOWL and Contech. I believe we have this element of the submittal resolved, but we’ll want
to give the final submittal quick a once-over when you receive it to make sure the other issues were resolved as well.
Cheers!
Jeffrey Olsson, PE, TSP
Senior Water Resources Engineer
DOWL
-
(406) 442-0370 | office
(406) 324-7414 | direct
(406) 202-8436 | cell
-
From: Sky Mason <Sky.Mason@ContechLLC.com <mailto:Sky.Mason@ContechLLC.com> >
Sent: Friday, October 16, 2020 2:36 PM
To: Jeffrey Olsson <JOlsson@dowl.com <mailto:JOlsson@dowl.com> >
Subject: RE: [EXTERNAL] RE: [EXT] RE: Flowable Fill Unit Weight
Okay. That sounds good. I’m glad it works out. I’ll get that submittal drawing over to you – including the buoyancy calcs – as soon as I can.
Thanks, Jeff. Always a pleasure. You have a good one too.
From: Jeffrey Olsson [mailto:JOlsson@dowl.com]
Sent: Friday, October 16, 2020 1:29 PM
To: Sky Mason <Sky.Mason@ContechLLC.com <mailto:Sky.Mason@ContechLLC.com> >
Subject: [EXTERNAL] RE: [EXT] RE: Flowable Fill Unit Weight
CAUTION: This email originated from outside of the organization. Exercise caution when opening attachments or clicking links, especially from UNKNOWN senders.
The FS similar to what I was getting and, although it is less than I had hoped, I believe any reasonable amount of base extension (given that we’re using flowable fill) will likely activate
a much larger block of weight than the “column” of fill directly over the base extension. We’ll allow the reduction to the 8” base extension. Please proceed with the revised submittal
accordingly. Please also submit final floatation calcs with the submittal (with the draft stamp removed). Thanks, Sky. Have a good weekend, and we’ll be in touch.
Jeffrey Olsson, PE, TSP
Senior Water Resources Engineer
DOWL
-
(406) 442-0370 | office
(406) 324-7414 | direct
(406) 202-8436 | cell
-
From: Sky Mason <Sky.Mason@ContechLLC.com <mailto:Sky.Mason@ContechLLC.com> >
Sent: Friday, October 16, 2020 12:44 PM
To: Jeffrey Olsson <JOlsson@dowl.com <mailto:JOlsson@dowl.com> >
Subject: RE: [EXT] RE: Flowable Fill Unit Weight
Hi Jeff. How do things look on your end? Were the files that I sent you helpful? Can run anything else on my end?
From: Jeffrey Olsson [mailto:JOlsson@dowl.com]
Sent: Thursday, October 15, 2020 11:00 AM
To: Mason, Sky <SMason@conteches.com <mailto:SMason@conteches.com> >
Subject: RE: [EXT] RE: Flowable Fill Unit Weight
Hey, Sky. Can you check your volume calc and then rerun this with an unsaturated backfill unit weight of 102 pcf. I’m showing a FS of 1.4 (groundwater at the ground surface elev. of
4933); I’m curious what you have on your end. Can you also run it with the groundwater elev. at 4931? Thanks.
Jeffrey Olsson, PE, TSP
Senior Water Resources Engineer
DOWL
-
(406) 442-0370 | office
(406) 324-7414 | direct
(406) 202-8436 | cell
-
From: Jeffrey Olsson
Sent: Wednesday, October 14, 2020 8:02 PM
To: Mason, Sky <SMason@conteches.com <mailto:SMason@conteches.com> >
Subject: RE: [EXT] RE: Flowable Fill Unit Weight
Thanks, Sky. After looking through my calcs and updating values based on your design, I’m getting a total weight of 19335 lbs, so very similar to yours. Assuming a unit weight of concrete
of 150 lbs/cf and unit weight of backfill of 130 lbs/cf (flowable fill assumed unit weight – waiting on response from the contractor) I get a FS against floatation of 1.75 using a 10”
base extension. Reducing to an 8” base extension reduces the FS against floatation to 1.6.
One other thing of perhaps not is that in my calcs when I’m attempting to match your design dimensions I get a volume displaced of 287 cf not the 301 cfs that you mentioned over the
phone. The difference in volume has a significant impact on buoyancy; not sure where that difference is coming from.
My thought is to wait to hear what the final unit weight of the flowable fill will be (assuming that is a quick check by the contractor). I understand the need to get this turned around
quickly and into fab. Hopefully we get a quick response from Bryan.
Jeffrey Olsson, PE, TSP
Senior Water Resources Engineer
DOWL
-
(406) 442-0370 | office
(406) 324-7414 | direct
(406) 202-8436 | cell
-
From: Mason, Sky <SMason@conteches.com <mailto:SMason@conteches.com> >
Sent: Wednesday, October 14, 2020 5:41 PM
To: Jeffrey Olsson <JOlsson@dowl.com <mailto:JOlsson@dowl.com> >
Subject: [EXT] RE: Flowable Fill Unit Weight
WARNING: External Sender - use caution when clicking links and opening attachments.
Hi there Jeff
Attached is a snip of the weight of just the concrete for this CDS. This weight does not include the permanent pool of water or the internals.
Looking forward.
Sky Mason, E.I.
Design Engineer – Stormwater
Contech Engineered Solutions LLC
From: Jeffrey Olsson [mailto:JOlsson@dowl.com]
Sent: Wednesday, October 14, 2020 4:34 PM
To: Bryan Petersen <bryan.petersen@centralph.com <mailto:bryan.petersen@centralph.com> >
Cc: Mason, Sky <SMason@conteches.com <mailto:SMason@conteches.com> >; Kyle Mehrens (kmehrens@bozeman.net <mailto:kmehrens@bozeman.net> ) <kmehrens@bozeman.net <mailto:kmehrens@bozeman.net>
>; Adam Oliver <AOliver@BOZEMAN.NET <mailto:AOliver@BOZEMAN.NET> >; Wade Irion <WIrion@dowl.com <mailto:WIrion@dowl.com> >
Subject: Flowable Fill Unit Weight
Hello, Bryan. I’m sure you’re working on a submittal for the flowable fill on the Westridge project still; however, I’m fielding a question from Contech regarding potentially accepting
a reduced base extension of 8 inches (relative to the 10 inches in the design). To help evaluate this it will be necessary to have an estimate of the unit weight of the flowable fill.
Can you check with your supplier on this? As per the plans and MPWSS, we’ve specified an excavatable flowable fill (i.e., 28-day compressive strength in the range of 30 to 150 psi).
Can you send us the unit weight of the flowable fill you’re proposing? I would think your supplier would have this information at their fingertips. Thanks, Bryan. Hope all is well, and
I’ll talk to you soon.
Jeffrey Olsson, PE, TSP
Senior Water Resources Engineer
DOWL
-
(406) 442-0370 | office
(406) 324-7414 | direct
(406) 202-8436 | cell
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Submittal Responded to and Closed Aggregates Asphalt and Concrete - Westridge Stormwater Treatment Pro - Submittal 002 AtILK.msg
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Subject: Submittal Responded to and Closed: Aggregates Asphalt and Concrete -
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Jeffrey Olsson
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Adam Oliver
Kyle Mehrens
Submittal Responded to and Closed: Aggregates Asphalt and Concrete - Westridge Stormwater Treatment Pro... - Submittal:002:AtILK
This email contains the response for a Submittal. The Submittal transmittal is attached to the email.
Project Name:
Westridge Stormwater Treatment Project
Project Number:
4036.21818.02
From:
Jeffrey Olsson (DOWL)
To:
Kyle Mehrens (City of Bozeman, Montana)
CC:
Aoliver@bozeman.net
Subject:
Aggregates Asphalt and Concrete
Action:
Approved
Submittal ID:
002
Sender ID:
002
Remarks:
This submittal is approved. No comments are included in the document.
Transferred Files
Name
Type
Date
Time
Size
20-5029 Submittal #002_Reviewed.pdf
PDF File
10/12/2020
1:28 PM
6,668 KB
________________________________
3AA03BA6FF37904FBB0BB51F9A4A5F48@bozeman.net
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Adam Oliver
Adam Oliver
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Kyle Mehrens
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Adam Oliver
20-5029 Submittal #002_Reviewed.pdf20-5029 Submittal #002.pdf
Submittal Transmittal DOWL | 1300 Cedar Street Helena MT 59601 United States Page 1 of 1 PROJECT: Westridge Stormwater Treatment Project 4036.21818.02 DATE SENT: 10/13/2020 SUBJECT:
Aggregates Asphalt and Concrete SUBMITTAL ID: 002 TYPE: Submittal TRANSMITTAL ID: 00004 PURPOSE: Approved VIA: Email SPEC SECTION: 02720; 02510; and 02529 DOWL SUBMITTAL REVIEW DOWL’S
review and approval of this submittal are expressly limited as provided in the Contract Documents and are only to determine conformance with information given in Contract Documents and
compatibility with design concept of completed project as a functioning whole as indicated in the Contract Documents. CONTRACTOR is, and DOWL is NOT, responsible for all matters relating
to fabrication, shipping, handling, storage, assembly, installation, construction (including all safety aspects of performing the Work), and for coordinating the Work. FROM NAME COMPANY
EMAIL PHONE Jeffrey Olsson DOWL jolsson@dowl.com (406) 324-7414 TO NAME COMPANY EMAIL PHONE Kyle Mehrens City of Bozeman, Montana kmehrens@bozeman.ne t 406.582.2270 REMARKS: This submittal
is approved. No comments are included in the document. CONTENTS QUANTITY: 1 DATED: 10/8/2020 NUMBER: DESCRIPTION: 20-5029 Submittal #002.pdf ACTION: REMARKS: COPIES: Aoliver@bozeman.net
Letter of Transmittal To: Subject: Transmittal #: Date: Job: WE ARE SENDING YOU Attached Under separate cover via the following items: Shop drawings
Prints Plans Samples Copy of letter Change order Specifications Submittal Document Type Copies Date No. Description
THESE ARE TRANSMITTED as checked below: For Approval Approved as Submitted Resubmit ______ copies for Approval For Your Use Approved as Noted Submit ______copies for Distribution
As Requested Returned For Corrections Return ______ corrected Prints For Review & Comment Other For Bid Due Prints Returned After Loaned to Us Remarks: Copy To: From: Signature:______________________
______________________ Submittal 1 10-7-2020 02720 Submittal 1 10-7-2020 02510 Submittal 1 10-7-2020 02529 Bryan Petersen Digitally signed by Bryan Petersen DN: C=US, E=bryan.petersen@centralph.com,
O=Central Excavation, CN=Bryan Petersen Date: 2020.10.07 09:26:41-06'00' City of Bozeman Stormwater Division 20 East Olive Street P.O. Box 1230 Bozeman, MT 59771-1230 Ph: 406-582-2270
002 10-7-2020 20-5029 Westridge Stormwater Treatment Bedding Gravel Asphalt Concrete Pavement Concrete sidewalks and curb and gutter Aggregates and pavement Screened bedding gravel Asphalt
mix Concrete Mix
.pdf
20-502~1.pdf
20-5029 Submittal #002_Reviewed.pdf
application/pdf
C878171EF53DD94EA76141310EB81E9E@bozeman.net