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[0:01]
It's 5:00 PM and we're at the Canyon
[0:03]
Community Center for the July 1 meeting
[0:05]
of the Springdale Planning Commission.
[0:08]
From the town, we have Tom Dancy,
[0:11]
Eugenie Ikium. Did I say that right?
[0:14]
Welcome.
[0:16]
Uh Nile Connelly and April Ratitz. On
[0:19]
the dis we have Susan McPortland, Zion
[0:22]
National Park representative, Rich
[0:25]
Swanson, Terry Kruski, myself, Jennifer
[0:28]
McCulla, Paul Zimmerman, and Melissa
[0:31]
Labour,
[0:33]
Kosh Bati is out tonight. Melissa, can
[0:36]
you vote?
[0:37]
>> Thanks. Is there a motion to approve
[0:39]
tonight's agenda?
[0:41]
>> I move that we approve tonight's agenda.
[0:44]
>> Motion by Paul, second by Melissa. All
[0:47]
in favor? Rich I.
[0:49]
>> Terry I.
[0:50]
>> Jennifer I.
[0:51]
>> Paul I.
[0:52]
>> I.
[0:53]
>> Motion passes. Are there any general
[0:55]
announcements from the town?
[1:18]
Yeah, welcome.
[1:19]
>> Welcome.
[1:21]
>> Any other announcements?
[1:25]
Are there any declarations of conflict
[1:27]
of interest?
[1:30]
Okay, for tonight's agenda, we have
[1:32]
three action items. The first is a
[1:36]
grading permit request. Mr. Adam Hyatt
[1:40]
has request a grading permit to expand a
[1:42]
sunken patio at 251 Anosi Way. Staff
[1:47]
contact is Nile Connelly and Nile will
[1:49]
be presenting.
[2:19]
Okay, I think that works. Thank you. So,
[2:23]
um yes, this is a grading permit
[2:26]
application. Uh the applicant is Mr.
[2:28]
Adam Hyatt. Um Mr. Hyatt wishes to
[2:32]
expand the sunken patio at the back of
[2:35]
his property. Um, so he'll do that by
[2:38]
excavating into into the ground there.
[2:41]
The proposed excavation would increase
[2:44]
the usable patio space at the back of
[2:46]
his home. Um, the engineering drawing
[2:50]
shows a proposed cut slope of just under
[2:53]
10 ft in height at the rear of the
[2:55]
property. I'll just go and scroll down
[2:58]
to that.
[3:00]
Um, so this is the proposed cut slope.
[3:04]
And then there's also a shorter cut
[3:06]
slope here of about 4 ft in height which
[3:09]
is closer to the house. And the
[3:12]
engineers assessment on slope stability
[3:15]
um is that they expect the excavation
[3:18]
won't need any retaining because of the rock that's there. Um
[3:25]
the engineer states that the excavate
[3:27]
excavation will be monitored and so if
[3:30]
conditions are different than expected
[3:33]
um a retaining wall or some retaining
[3:36]
may be required. Uh so the staff report
[3:40]
includes a few conditions that the
[3:41]
planning condition planning commission
[3:43]
could consider uh if you were to go
[3:46]
ahead and approve the application. Um,
[3:49]
I'd be happy to answer any questions
[3:51]
from the commission.
[3:56]
» I have a I have a few here. Um, so the line shown here, the the box around
[4:03]
the outside, that is the um that's the
[4:06]
perimeter of the of the property.
[4:09]
Correct.
[4:09]
>> That is correct.
[4:11]
>> But but beyond that is open space
[4:13]
because of the nature of the Anastasia
[4:15]
development. Correct.
[4:16]
>> It's the conservation easement. Correct.
[4:18]
>> So that's why we can build right up to
[4:20]
he can dig right up to the property
[4:22]
line.
[4:23]
>> Yeah. So in the in the Anastasia
[4:25]
subdivision there aren't the same
[4:27]
setbacks as apply in in
[4:30]
>> places. Yeah.
[4:31]
>> Okay. Um the other thing is in in 1015B
[4:36]
there's some uh discussion of um
[4:39]
drainage control 1015B 6 C and D. Um I
[4:44]
didn't see anything about that. Is that
[4:46]
not required here? I just did notice
[4:48]
there was a small or box drawn in as a
[4:52]
existing drain.
[4:55]
» Could you give me that reference again?
[4:57]
>> Uh 10 15B
[5:00]
6C and 6D discuss the need for uh
[5:05]
drainage control and I wondered if the
[5:08]
small box that's listed on the drawing
[5:11]
is sufficient for that.
[5:14]
So, let me just read out that section to
[5:17]
make sure I got the right one. So, it
[5:18]
says, "The grading contractor or general
[5:22]
contractor shall take measures to
[5:23]
prevent mud, dirt, rocks, and other
[5:25]
debris from being transported to the
[5:27]
construction site onto adjacent streets.
[5:30]
If mud or debris are transported, the
[5:34]
proposed grading contractor
[5:37]
shall be responsible for cleaning
[5:40]
uh within 24 hours and then temporary
[5:43]
drainage structures shall be placed on
[5:46]
site to control runoff during the
[5:48]
construction phase. That that's the
[5:50]
point specifically the temporary
[5:52]
drainage control. There was nothing
[5:54]
listed except that small box on the
[5:57]
drawing that labeled as a drain which
[6:01]
may well be sufficient. I just wanted to
[6:03]
make sure I understood if that was
[6:05]
sufficient.
[6:08]
>> Yeah. So as you can see here there's the
[6:11]
direct runoff to existing drainage
[6:13]
system.
[6:15]
Yeah. That that is what that's what's
[6:17]
been provided for drainage in the
[6:20]
application.
[6:24]
Okay. So, as far as we know, that's the intended drainage.
[6:27]
>> Yeah.
[6:28]
>> I guess the question is, could this ever
[6:31]
have a flood path to the road?
[6:35]
» Yeah. I I mean, we we don't really have
[6:38]
information in the drawings to indicate
[6:41]
how the water would flow if it if this
[6:44]
drainage got clogged, I guess, would be
[6:46]
and where that would go. Um,
[6:52]
so the information we have is just
[6:54]
what's in the drawing at this time. Um,
[6:56]
maybe I'll ask the applicant if they
[6:59]
have any thoughts on that. Okay,
[7:04]
those are my questions.
[7:06]
>> Are there any other questions for Nile?
[7:11]
>> Okay, we can move into planning
[7:12]
commission deliberation.
[7:24]
We're going to ask if the um applicant
[7:26]
want to make any presentation.
[7:28]
>> Does the applicant want to make a
[7:30]
presentation?
[7:35]
» Any questions?
[7:36]
>> I do have a couple. So, I understand the
[7:39]
intent is to uh install a patio
[7:44]
in this in this cut area. That's is that
[7:46]
correct?
[7:47]
>> Uh first off, Adam Hyatt uh town
[7:49]
resident.
[7:50]
>> Oh, yeah. [clears throat]
[7:52]
>> Yeah. So, that's that's my intention now
[7:54]
is just to get a little bit more
[7:55]
utilization out of my backyard. Um as it
[7:58]
sits right now, it's on a ridge line. If
[7:59]
I can drop that down and put like a
[8:01]
barbecue and some tables and, you know,
[8:03]
hangout area type there. So, so there
[8:06]
would be construction of a patio once
[8:08]
the um grading is done.
[8:10]
>> I mean, it's not it's not just going to
[8:11]
be flat flat like
[8:13]
>> you're not going to just sit on
[8:14]
>> Hey, I could put a pickle ball court
[8:15]
there maybe. I don't know. I don't know
[8:16]
if there's enough space.
[8:17]
>> Um
[8:21]
and so one of the questions I have is so
[8:23]
there's a there's a four approximately 4
[8:26]
foot rise um between the house and the
[8:29]
main flat part of the patio there. Um,
[8:32]
so is it it would be your intent to
[8:36]
build stairs there? Right. So that's not
[8:39]
an intent to cut into the rock to create
[8:42]
stairs.
[8:43]
>> No, it'll be to to to create stairs
[8:45]
because that that 4 foot that's being
[8:48]
left there is already in place. And so
[8:50]
I'm just basically bringing the other
[8:53]
the the back part of the lot down 10
[8:56]
feet because otherwise 14t basically
[8:59]
from my fixed elevation height from the the where we constructed our house
[9:04]
to the back of the the lot. And so just
[9:06]
bringing that down 10 ft gives me a 4ft
[9:09]
gap basically at which point in time I
[9:11]
would have to build stairs to get access
[9:13]
obviously.
[9:14]
>> So you would build stairs versus cutting
[9:17]
stairs into
[9:17]
>> Oh [clears throat] yeah. Yeah.
[9:18]
>> Okay.
[9:20]
um because they want to make sure of
[9:21]
that. Um one other thing in the photo
[9:24]
there in one of the photos at the bottom
[9:26]
there's a there's a wall in the photo.
[9:29]
Um it's not really part of a grading
[9:31]
permit. Is is there an intent to build a
[9:32]
wall?
[9:33]
>> Yes and no. That's part of my HOA. Um so
[9:37]
HOA says they're hesitant on that. The
[9:40]
HOA only allows up to I want to say five
[9:43]
foot walls. And by the way, I apologize
[9:45]
for the very terrible Photoshop quality.
[9:47]
Like I say, I just pieced that together.
[9:49]
Um, HOA only allows, even if they did
[9:53]
allow a wall, they only allow up to a
[9:55]
five foot wall and the city only has to
[9:58]
approve, I want to say, six foot and
[10:00]
over. Is that right?
[10:04]
» Yeah. And so, like my plan is to to do a
[10:09]
wall, but again, that's going to be my
[10:10]
HOA making that call rather than me.
[10:12]
>> So, so the intent is it'll be short
[10:13]
enough that it'll be under
[10:14]
>> Yeah. It's going to be maybe a three and a half foot wall like yeah I
[10:20]
don't I don't want to build build that
[10:21]
any higher [laughter]
[10:24]
>> just wanted to concern um
[10:27]
>> this may be a question for the staff. So
[10:28]
at the time that the applicant were to
[10:31]
build um a patio there would that be
[10:33]
something that would that would come to
[10:35]
us or would that be just be done by
[10:36]
managed by staff
[10:37]
>> the wall there? Well,
[10:41]
once the grading So, we're talking about
[10:42]
a grading pyramid. Now, after the
[10:45]
grading is done, there's an intent to
[10:47]
build a patio and possibly build a wall.
[10:50]
Um, though would those require a permit?
[10:52]
Would they come to the town staff? Would
[10:54]
they come to the planning commission? Do
[10:56]
you have a sense on that? If that
[10:58]
>> Sure. So, though if if uh if Mr. how it
[11:02]
wanted to build the wall, that would be
[11:04]
a wall permiss that would come to staff,
[11:06]
but it wouldn't be sent to the planning
[11:08]
commission. If you wanted to put a deck
[11:11]
or or something out back in that area,
[11:14]
that's that's not going to need a permit
[11:16]
because it's, you know, just within
[11:18]
>> it's a small enough construction, it
[11:20]
won't need a
[11:20]
>> Yeah.
[11:22]
>> Okay. I just want to confirm that if a
[11:23]
wall was built, there would be some
[11:26]
review of
[11:26]
>> that would require a permit from Yes.
[11:29]
>> Okay. Okay. Thank you. do have a
[11:32]
question. A three and a half foot wall
[11:34]
requires a permit from the city.
[11:36]
>> Yeah, it does actually. Yeah,
[11:38]
>> let me know when I need to put that in.
[11:40]
>> Okay. [laughter]
[11:42]
>> Okay. Um, those were my questions. Any
[11:45]
others?
[11:50]
» I don't have any questions. Does anybody
[11:52]
else have any questions for staff or the
[11:54]
applicant?
[11:57]
have questions for the staff, but
[12:00]
um I'm a little confused with the you
[12:03]
know there's not a geotech report or
[12:06]
slope stability analysis. And when I go
[12:08]
back and read 1015 F5, it appears to
[12:12]
there's a requirement for both of those
[12:14]
in this in this case. And so I'm I'm
[12:16]
curious as to why
[12:18]
we're uh
[12:20]
kind of skating past that.
[12:23]
>> Sure. So with with that, yeah, in 1015,
[12:27]
if you're excavating
[12:30]
um
[12:32]
close to a property line um or one of
[12:34]
those other sensitive features that list
[12:36]
that's listed, uh slope stability is is
[12:40]
something that needs to be looked into.
[12:43]
Uh usually that would be part of a
[12:45]
geotechnical report,
[12:47]
>> right? Um
[12:49]
in this case because of the kind of
[12:51]
limited nature of of the um development
[12:57]
a geotechnical report wasn't triggered. Um and so in this
[13:04]
case, the applicant relied on an
[13:08]
engineer, a letter from the engineer to
[13:11]
um
[13:13]
to to discuss that kind of slope
[13:16]
stability uh piece um
[13:20]
yeah, in an attempt to to satisfy that
[13:23]
requirement. Um
[13:26]
>> well I what [clears throat] my reading
[13:28]
of 1015 F5
[13:31]
um you know I I interpret that to mean
[13:35]
that um you know any addition to an
[13:37]
existing building when the combined area
[13:38]
of the existing building and new
[13:40]
addition exceeds 1,000 square feet in
[13:42]
area the existing building's a thousand
[13:44]
square feet in area and the new
[13:46]
structure uh you know satisfies the
[13:49]
condition the the require you know the
[13:53]
statement of any addition
[13:54]
So that would that would trigger the
[13:56]
geotech report I would think. So I'm
[13:58]
wondering why we we've not done that in
[14:01]
this case
[14:03]
>> or maybe should.
[14:05]
>> Sure. Yeah.
[14:06]
>> Slope stability would come with that
[14:08]
geotech report. So
[14:10]
>> yeah that that's correct. So in in this
[14:14]
section you're referring to so 1015 F5
[14:17]
it talks about the the when a
[14:20]
geotechnical report is required. Right.
[14:23]
So there's subdivision approval, there's
[14:26]
DDR for a new building over 500 square
[14:28]
feet. Um any addition to an existing
[14:32]
building uh when the combined area of
[14:34]
the building and a new addition is a,000
[14:37]
square ft. Any structure intended for
[14:40]
human occupancy and then number five is
[14:43]
in any other circumstance where the DCD
[14:46]
determines the site or soil conditions
[14:49]
warrant a geotechnical report. So the um
[14:56]
excavation
[14:59]
kind of my reading of those was that the
[15:02]
excavation
[15:04]
didn't really trigger any of those those
[15:06]
requirements. Um however there is the
[15:10]
flexibility in the fifth point where
[15:14]
uh in other instances where it's
[15:17]
determined that the site or soil
[15:19]
conditions warrant a geotechnical report
[15:22]
there is that that ability to
[15:25]
>> that's that's [clears throat] one uh
[15:27]
instance but item three there says you
[15:29]
know if it's a u an addition to an
[15:34]
existing building or structure or
[15:36]
structure the patio that's going to be
[15:38]
constructed constitutes a structure um
[15:41]
for this purpose I think and so
[15:42]
therefore that would be a requisite uh
[15:46]
under item three as well and the slip
[15:49]
stability analys analysis is you know
[15:54]
arguably something that where soil
[15:56]
conditions warrant a report as well so
[15:58]
again I think that's
[16:01]
something probably that we missed there
[16:03]
>> yeah I I think that's that's a valid
[16:05]
point of view and that is something that
[16:07]
you could request or you could
[16:10]
deliberate on for sure.
[16:17]
» Questions?
[16:20]
>> Yes.
[16:21]
I know sometimes
[16:26]
» Wilson I I just have to say because I I
[16:31]
did all this work when I built Adam's
[16:33]
house and I I know the property line
[16:36]
slope stability analysis requirement. I
[16:38]
was just barely up against it. Tom and I
[16:39]
know what we're talking about. I think
[16:41]
that's a a rule to be enforced. However,
[16:43]
I must say there is a geotechnical
[16:45]
report on this. I have it. Uh, it does
[16:48]
say that you can shave that wall
[16:49]
vertically because it is rock and I sat
[16:51]
on the tractor and shaved that wall the
[16:53]
first time. And so I know I know
[16:56]
personally speaking that is solid
[16:57]
sandstone and it says it you don't need
[17:00]
to stabilize that wall. And so I'm just
[17:02]
sitting there and I know that's
[17:04]
information you don't have. I also know
[17:06]
that the drainage goes right into the
[17:07]
drainage right below his house. It isn't
[17:10]
muddy material. If there's rain during
[17:12]
construction, it'll be clean water. It's
[17:14]
not it's not going to plug anything up.
[17:16]
I This this should be a slam dunk, but I
[17:18]
know that's information you didn't have
[17:20]
and I have it, but I do have that report
[17:21]
and there is a geotechnical report. Um,
[17:24]
we had to do it when I built the house
[17:25]
and it does specifically say that that
[17:27]
wall is fine to shave because it is
[17:28]
rock. It's not sand or something else. I
[17:30]
just wanted to let you guys know.
[17:33]
>> Thank you.
[17:34]
Does that report still stand valid for this purpose after
[17:41]
>> it would the description of the soils
[17:43]
and the material would would still be
[17:46]
valid. Um
[17:47]
>> does would it extend to the depth of the
[17:49]
excavation
[17:51]
>> going back quite a ways?
[17:53]
>> I I think we'd need to read the report.
[17:55]
Um it it wasn't on the file. Um, so I
[18:01]
think we'd we'd have to source that if
[18:03]
you wanted to look at it.
[18:11]
If for some reason that there's parts of
[18:14]
that crumbling and they have to build a
[18:16]
wall, I know that's come to the city for
[18:18]
a permit on that. Would a a report be
[18:22]
necessary then to ensure the wall is
[18:24]
adequate to stabilize the um
[18:28]
>> Yeah, if there was a if there was a
[18:31]
retaining wall built, it would need to
[18:33]
be
[18:35]
um designed by an engineer to determine
[18:37]
that it was sufficient.
[18:45]
» Any other questions?
[18:53]
Um Paul, to your point about um the
[18:57]
triggering of the patio being next to
[18:59]
the structure,
[19:01]
um I'm just wondering if it's
[19:03]
appropriate at this point to consider
[19:07]
that
[19:08]
um for future because that will go
[19:11]
through a future process.
[19:14]
And if the grading permit is approved,
[19:18]
then the next step would have to be
[19:20]
compliant,
[19:22]
meet the meet the requirements that
[19:24]
you're referring to.
[19:27]
Does that make sense?
[19:30]
>> Yeah. I mean, I you know,
[19:34]
I don't know the way I mean, the way
[19:35]
it's currently drafted, I don't think we
[19:36]
need to change the current drafting the
[19:39]
ordinance. I think it's fairly to me
[19:41]
it's fairly clear that um there's a
[19:44]
requirement there
[19:47]
um and and not just in one area but in a
[19:50]
couple areas and you know arguably yeah
[19:52]
maybe the conditions are such that based
[19:55]
on you know previous excavation that we
[19:57]
think that there's probably not much
[19:58]
going to happen there but
[20:00]
[clears throat] the reason we were we
[20:03]
uh made changes some you know a while
[20:06]
ago to require slope stability analysis
[20:09]
when we were getting close to property
[20:11]
lines like this was because we felt that was a a reasonable thing to do, an
[20:14]
intelligent thing to do and and would
[20:16]
prevent the possibility of, you know,
[20:20]
excavating having a slope failure and
[20:22]
then then trying to sort it out and
[20:23]
figure out how to get it right after the
[20:25]
fact. Um, you know, we need to, um,
[20:28]
obviously we make the ordinances so that
[20:30]
we uh do it in the right order. Um, when
[20:34]
we do it in the wrong order, then we're,
[20:36]
you know, potentially opening people up
[20:38]
to all kinds of different things,
[20:40]
liability or, you know, lack of, you
[20:43]
know, intent or whatever. I mean,
[20:45]
there's lots of different things that
[20:46]
can happen. So, um, it seems smart to me
[20:49]
to do it the right in the right order,
[20:51]
but
[20:55]
one of one of the thoughts I have is
[20:58]
that
[20:59]
we're not actually approving a structure
[21:02]
here.
[21:02]
>> Right. Well, we're not approving a
[21:05]
structure, but we're approving
[21:10]
a development where there will be a
[21:12]
struct or there is an instruct a
[21:14]
structure. And the way the ordinance
[21:15]
reads it says, you know, a patio is a
[21:18]
structure, whether it's attached to the
[21:20]
building or not attached to the
[21:21]
building. If that's if the intent of
[21:23]
this dig is to put a patio in, then it
[21:27]
meet then that requisite comes into
[21:29]
play.
[21:35]
In past discussions we've had about
[21:38]
patios and part of it comes down to what
[21:40]
how the patio is made. Um a concrete
[21:44]
patio at ground level
[21:47]
which I guess would be a a cut ground
[21:50]
level. Um for example can go into a
[21:53]
setback because it's not a structure in
[21:57]
that sense. So on the other hand, a
[22:00]
wooden deck might actually be a
[22:02]
structure.
[22:03]
There would probably have to be railings
[22:05]
with the 4ft drop. So
[22:08]
again, I'm a little thought what we're
[22:10]
approving, we're discussing here is a
[22:13]
grading permit. Although you're right,
[22:14]
it does lead to an intended structure.
[22:17]
It's part of why I asked the question
[22:18]
about whether that would be whether that
[22:20]
would come back. Um
[22:26]
I don't know. Okay. So we could so one
[22:29]
would be to require well if there is an
[22:32]
original let me ask this question maybe
[22:34]
the staff. So if there is an original
[22:36]
geotechnical report that came along with
[22:39]
the construction of the house we've
[22:42]
discussed a little bit here about
[22:43]
whether that would apply to this. Um
[22:47]
would it make sense to have a condition
[22:49]
to that the engineering firm that
[22:52]
produced the report would produce a
[22:56]
document say a letter indicating that
[22:58]
this report also applies or would need
[23:01]
some other adjustment.
[23:03]
>> Yes. So just a couple of points. Um, so
[23:09]
I I think if if there is going to be a
[23:12]
requirement for a geotechnical report,
[23:14]
it would be it would would be the the
[23:19]
last point which is in any other
[23:21]
instances where it's determined that
[23:23]
this cider soil's conditions warrant a
[23:26]
geotechnical report rather than the
[23:30]
addition to the the building.
[23:34]
This is kind of a technicality, but just
[23:36]
the what it says here is any addition to
[23:38]
an existing building where the combined
[23:41]
area of the existing building a new
[23:43]
addition exceed 1,000 square ft in area.
[23:46]
Um
[23:48]
so as as defined in the code, a building
[23:50]
is, you know, a structure with a roof
[23:53]
and walls. So the patio,
[23:57]
I don't know that that really falls in
[24:00]
there. However, if if the commission
[24:03]
thinks that a geotechnical report
[24:06]
is needed, it would be it would be on
[24:09]
the that final point where in instances
[24:13]
where it's determined that it warrants a
[24:15]
G geotechnical report. But that's kind
[24:18]
of an aside.
[24:20]
the your question about whether it would
[24:22]
be possible to take the previous
[24:24]
geotechnical report and have an engineer
[24:29]
or a geologist look at that and provide
[24:32]
an additional
[24:34]
study on slope stability to kind of
[24:36]
augment that and and and
[24:40]
kind of apply it to this situation. I
[24:42]
think that would be something that would
[24:43]
be possible. Yeah.
[24:46]
What is the definition of slope
[24:48]
stability? Because I mean, yes, we're creating a a hole, but we're not
[24:54]
digging into a slope. That's pretty flat
[24:56]
property.
[24:58]
>> Well, there's an existing slope in the sense that it's even though it's
[25:02]
vertical, there's a 10-ft slope that's
[25:06]
going to get moved back. I don't know
[25:08]
how how far back is this wall get moved.
[25:12]
>> 16 to 18.
[25:13]
>> Okay. So, we're going to move that
[25:15]
vertical section back 16 feet and you'll
[25:18]
have a 10- foot
[25:21]
click cliff, for lack of a better term,
[25:23]
which you know,
[25:24]
>> yeah, we're creating that.
[25:26]
>> Yeah.
[25:27]
>> Well, I mean, it's existing, so we're
[25:29]
just kind of moving it back. So,
[25:33]
but the in the intent of the slope
[25:35]
stability stability analysis is to make
[25:37]
sure that you know by cutting into the
[25:39]
into that ground there, you're not
[25:42]
creating a hazardous situation. So, at this point we have a we have a
[26:02]
letter from the engineering organization
[26:07]
um indicating that they expect
[26:11]
substantial sandstone in the excavation
[26:13]
site.
[26:14]
and that they will monitor the
[26:16]
excavation.
[26:18]
Um, and we're already talking about if
[26:21]
something is found during excavation
[26:23]
that that that would have to come back
[26:26]
for a permit to build a wall, right?
[26:29]
That's part of what we're talking about
[26:31]
in conditions or what were recommended
[26:32]
in the conditions. Correct.
[26:34]
>> I don't know that it would require a a
[26:37]
separate permit. Um, I think it would
[26:39]
just be during during the construction
[26:41]
process. um during our inspections if it
[26:46]
was if issues were arising then they
[26:49]
would need to provide an engineering
[26:51]
drawing to to show that retaining wall
[26:55]
and and how that would be built. So it wouldn't necessarily need an
[26:59]
additional permit to kind of brace that
[27:02]
wall if it was necessary.
[27:06]
ah of you know mainly so in
[27:09]
>> well I mean the other the other problem
[27:13]
associated with that too is if it's if
[27:15]
it's determined after you dig a hole
[27:18]
that there's additional stability needs
[27:20]
to there's additional expense associated
[27:22]
with that increase in stability and it
[27:24]
could be quite expensive which could
[27:26]
potentially lead to a situation I'm not
[27:28]
saying that's the case here but it's
[27:30]
potentially in general leads to a
[27:32]
situation where it may become
[27:34]
unaffordable for the for the property
[27:36]
owner to actually do the stabilization.
[27:38]
And so then you get into a you know a
[27:40]
case where you know it doesn't get done
[27:43]
or doesn't get
[27:44]
>> the letter from the engineer does
[27:47]
address that
[27:49]
saying that a retaining wall
[27:52]
could be reinforced.
[27:55]
Um it also mentions about flattening the
[27:58]
slope to a safe slope
[28:01]
or providing a retaining wall to
[28:03]
stabilize the slope.
[28:05]
So,
[28:07]
it's documented that that would be
[28:09]
monitored and addressed if needed
[28:13]
and part of the recommended
[28:17]
conditions of approval if we decide to
[28:20]
approve it.
[28:44]
I I see it as basically when you look at
[28:48]
the property and I I've seen it in
[28:50]
person too is just pushing that back
[28:55]
and you know as long as there's already
[28:58]
the proper drainage there
[29:00]
um as far as the grading permit goes and
[29:03]
with an engineer already looking at it
[29:06]
and
[29:07]
um following the grading of that
[29:11]
property.
[29:13]
I think with those conditions
[29:16]
it seems okay to me.
[29:21]
» Engineer also in the letter claims that
[29:24]
they will indicates that they will
[29:26]
monitor the excavation.
[29:28]
Um, so
[29:31]
we could add something that says that if
[29:33]
something is found that they stop
[29:37]
immediately rather than continue the
[29:38]
excavation and come back with a plan so
[29:41]
that
[29:43]
if during the excavation some problem is
[29:46]
found that they don't continue the
[29:47]
excavation until uh there's an
[29:50]
engineering solution. is that I mean I
[29:53]
get your point that
[29:56]
you do some excavation and then find the
[29:59]
problem and then it's loose
[30:02]
and then your concern is that
[30:05]
rain might come or something might
[30:07]
>> Yeah. I mean there's a lot of different
[30:33]
personally I I'm not feeling that that a
[30:36]
new report is necessary assuming
[30:40]
and we make it at the condition that it the excavation is observed.
[30:44]
>> It for me the bigger concern is the
[30:47]
slope stability analysis. So which
[30:50]
normally comes as a part of the of the actual survey and the report or
[30:57]
may probably is best to come at the same
[30:59]
time but um you know if we don't do one
[31:01]
then do we not do the other or should we
[31:03]
just require that a slope slope
[31:06]
stability I mean one solution would be
[31:08]
to go back and say hey let's go you know
[31:10]
back to the the engineering company and review the uh previous engineering
[31:17]
report, but then then supplement it now
[31:20]
with a slope stability analysis that
[31:22]
shows that it's going to be okay.
[31:28]
I don't even know what that entails
[31:29]
because I can see I know slope when you
[31:32]
can like judge how much weight is
[31:33]
pushing down. But since this is flat,
[31:36]
you I don't know how you do this. Would
[31:38]
you have to dig cores out to see what
[31:40]
the heck is there to determine if those
[31:43]
rocks are stable 60 feet out?
[31:47]
I mean, not being a geotech engineer
[31:49]
myself, I don't I don't know the answer
[31:51]
to that question, but you know, we we
[31:54]
were concerned about people building too
[31:56]
close to the property line and and
[31:58]
potentially undermining the neighboring
[32:00]
slope. And that's, you know, a vertical dig immediately on the
[32:04]
property line to me certainly meets that
[32:07]
criteria. So, you know, why do we change
[32:10]
the rules if we not going to abide by
[32:12]
them? I just don't quite understand. I
[32:15]
think in this case it's the
[32:16]
circumstances of the um how the property
[32:20]
lines are up at Anastasia.
[32:22]
>> Well, I understand that is different,
[32:23]
but it's still it's still potentially an
[32:26]
issue, you know. I mean, it it's
[32:30]
there's not a house next door that's
[32:32]
going to fall down, but there is, you
[32:33]
know, um
[32:36]
>> there's property owned by the HOA.
[32:38]
>> Yeah. That the HOA owns that's going to
[32:40]
get potentially impacted. So, if the if the report came back and
[32:46]
said it was unstable, the solution would
[32:48]
be some kind of retaining wall would
[32:50]
have to be created.
[32:52]
>> And it seems like we already have
[32:53]
agreement that they would do that if
[32:54]
they find an instability
[32:59]
» unless unless um some new report would
[33:04]
recommend some mitigation during the
[33:06]
excavation. Well, the Yeah, I mean, my
[33:10]
understanding the letter is the letter
[33:12]
says that the letter doesn't say that
[33:14]
the engineering firm is going to put in
[33:15]
a wall. The engineering firm is going to
[33:18]
recommend a wall be put in and then
[33:20]
somebody has to fund that and presumably
[33:22]
that would be the applicant here. Um, so
[33:26]
potentially you get into a situation
[33:28]
where you create an unstable situation
[33:31]
and then the engineering company says,
[33:32]
"Hey, we need to do this to fix it." And
[33:35]
the guy says, "Well, I can't afford
[33:37]
that. So, what do we do then?
[33:40]
>> Well, I'm comfortable with the condition
[33:43]
language of the applicant must follow
[33:45]
the engineers's recommendations during
[33:47]
construction.
[33:50]
Um, if loose rock, soils, or
[33:53]
inconsistencies in the bedrock emerge
[33:55]
during construction, the slope must be
[33:57]
stabilized in accordance with the
[33:58]
engineer's recommendations.
[34:01]
In the event that a retaining wall or
[34:02]
sections of the retaining wall are found
[34:04]
to be necessary during construction, the
[34:06]
applicant must submit details of the
[34:08]
retaining wall material to the town for
[34:10]
approval. The material used for the
[34:12]
retaining wall must comply with the
[34:14]
town's architectural standards and
[34:16]
section 1016 of the town code.
[34:25]
If the client does not want to install a
[34:29]
retaining wall, then the land needs to
[34:30]
be put back to its original condition.
[34:39]
I'm using retaining a solution.
[34:41]
>> Yeah.
[34:44]
And and the other thing about that is is
[34:47]
a geotechnical report
[34:50]
you might still end up in the same
[34:51]
condition right in the in the fact that
[34:54]
it's possible
[34:55]
>> something that is found and then a
[34:58]
retaining wall is needed and and you
[35:02]
know applicant hasn't financially
[35:03]
planned for that. Um
[35:07]
I don't know that it's our role
[35:08]
necessarily to research financial
[35:11]
planning of the applicant.
[35:13]
>> Um but um
[35:21]
I think we we're kind of at a point I
[35:23]
think Paul you have one perspective and
[35:26]
then some of us have another
[35:27]
perspective. I don't know that do we
[35:30]
have other discussion that's going to
[35:31]
change any of our minds?
[35:34]
Not sure
[35:37]
maybe between us
[35:39]
we could do a kind of thumbs up decide
[35:41]
if which way the majority wants to go
[35:44]
and
[35:45]
>> yeah I I am I am comfortable with the
[35:48]
letter provided.
[35:52]
» Go ahead. I guess I guess my question is
[35:54]
do do we think
[35:58]
that do we therefore think then that
[36:01]
there's no that a slopes building houses
[36:03]
is not required in this case for some
[36:05]
reason.
[36:06]
>> Um
[36:06]
>> is that the interpretation? My interpret
[36:09]
my my my interpretation or my feeling on
[36:12]
this is that geotechnical study was done
[36:16]
on this original cut
[36:19]
and the engineers come back and said
[36:21]
they expect that they will encounter the
[36:25]
same thing. Um
[36:28]
and so in that sense in kind of that the
[36:32]
original geotechnical study applies to
[36:35]
the same piece of property the same area
[36:38]
um especially with an engineer an
[36:40]
engineer observing the cut going on. So
[36:45]
versus not having any geotechnical study
[36:48]
at all um my feeling is that the
[36:51]
original geotechnical study can apply
[36:57]
um given that the engineer has re
[37:00]
reviewed the plan and stated their
[37:03]
expectation based upon that.
[37:06]
Um, I guess it kind of goes back to one
[37:09]
thing Paul said is like if they did do
[37:11]
another study, what would be done?
[37:14]
Um, you know, would there have to be
[37:17]
holes drilled? I don't know. You know,
[37:18]
not being a geotechnical
[37:20]
person myself.
[37:25]
Um,
[37:30]
» where is I and we can do a thumb poll
[37:32]
just to see where we're at discussion
[37:34]
wise like um [clears throat]
[37:37]
who is for approval?
[37:41]
>> I'll give it a thumbs up. And the reason
[37:42]
I am is I think how tall is this? Like a
[37:46]
4 foot.
[37:47]
>> There's a there's the existing cut.
[37:50]
>> Yeah. And then after the new cut is
[37:52]
done, it would be four feet up and then
[37:54]
flat and then 10 feet up
[37:57]
or just under 10 feet by looking at the
[38:00]
drawings. Right? So if you were to walk
[38:02]
out the back door of of the building,
[38:05]
there would be a few feet and then there
[38:07]
would be a 4ft rise and then it would be
[38:10]
flat where the patio would go and then
[38:12]
10 feet.
[38:14]
>> And I think I think the reason for that
[38:16]
is 10 feet is the maximum we allow.
[38:21]
Um,
[38:23]
so
[38:25]
the existing cut would occur,
[38:28]
I don't know, it looks to me like it's
[38:30]
something in the range of maybe four
[38:31]
maybe five feet from the wall of the
[38:33]
building to the existing wall today. So
[38:36]
that's where the um grading would occur, the cutting
[38:42]
would occur.
[38:43]
>> So I don't see anything in this plan
[38:45]
that you know a 10-ft retaining wall is
[38:47]
not uncommon.
[38:49]
If engineered correct, if needed first,
[38:51]
and if it is, then if engineered
[38:53]
correctly, that's not that uncommon. I
[38:56]
don't see anything that would propose a
[39:00]
an additional hazard.
[39:03]
If they do have to put a wall up,
[39:07]
I'd be more concerned if it was a real
[39:09]
slope and it was really holding back
[39:11]
more material.
[39:13]
>> There was slope above that coming. Well,
[39:16]
being that there was an engineering
[39:18]
report done first and I don't see any
[39:21]
reason for additional concern, I would
[39:24]
give it a thumbs up,
[39:27]
but definitely because they did have a
[39:30]
an original assessment done when they
[39:32]
built the house.
[39:36]
» I I would give a thumbs up for for
[39:39]
similar reasons. Um
[39:42]
potentially we could um well within the
[39:46]
conditions that we have and including
[39:47]
the letter that we have that the
[39:50]
combination of that to me um makes me
[39:54]
comfortable that that it would be
[39:57]
covered you know that issues would be
[39:59]
covered um
[40:02]
I I would be amanable
[40:04]
potentially to adding a condition of
[40:07]
requiring a review of the report
[40:09]
directly with this in mind but we could
[40:13]
talk about that further
[40:15]
I think that sounds
[40:23]
» No, that's okay.
[40:33]
» Let me see.
[40:39]
Um,
[40:46]
so
[40:48]
I could make a motion
[40:50]
and
[40:51]
>> discuss probably better than if I
[40:56]
>> didn't if you made it. Yeah, we have.
[40:58]
You made. So, I'll make a motion if if
[41:00]
we think we're ready. Okay. Um,
[41:06]
planning commission approves the grading
[41:08]
permit application for an expansion of
[41:11]
the sunken patio at 251 Anoszi Way as
[41:16]
discussed in the July 1st meeting, 2026.
[41:20]
This motion is based on the following
[41:22]
findings. The proposed grading project
[41:25]
meets the requirements of 1015B
[41:28]
regarding grading standards and 1015F
[41:31]
regarding the geological hazard zones
[41:34]
regarding the requirement for
[41:36]
geotechnical support in the town uh
[41:39]
report of the town code. The planning
[41:42]
commission finds that due to the limited
[41:44]
scope of the project, the engineering
[41:46]
drawings and the stamped letter from the
[41:48]
engineer certifying the design of the
[41:51]
cut slope and confirming the excavation
[41:54]
will be monitored during construction as
[41:57]
provided by the applicant
[42:00]
is sufficient to meet the requirements
[42:02]
of this section.
[42:04]
Uh if this approval has the following
[42:07]
conditions, the applicant must follow
[42:10]
the engineering recommendations during
[42:12]
construction. If loose rocks, soil or
[42:15]
inconsistencies in bedrock emerge during
[42:17]
construction, the show the slope must be
[42:20]
stabilized in accordance with the
[42:22]
engineer's recommendations.
[42:25]
Additionally, in the event that the
[42:28]
retaining wall or sections of the
[42:30]
retaining wall are found to be necessary
[42:32]
during construction, the applicant must
[42:34]
submit the details of the retaining wall
[42:36]
material to the town for approval. The
[42:39]
material used in the retaining wall must
[42:41]
comply with the town's architectural
[42:43]
standards in section 1016 of the town
[42:46]
code.
[42:50]
» Is there a second? I'll second
[42:54]
>> motion by Terry, second by Rich. Is
[42:57]
there any further discussion?
[43:00]
>> Uh, no.
[43:05]
» No, I think I think
[43:06]
>> All in favor?
[43:08]
>> Rich? I
[43:09]
>> Terry I.
[43:10]
>> Jennifer I.
[43:11]
>> All nay.
[43:14]
>> Motion passes.
[43:18]
The second action item
[43:21]
is the design development review um from
[43:26]
Luke Wilson at 50 Zion Park Boulevard
[43:30]
for approval of an expansion to the
[43:33]
parking lot at 50 Zion Park Boulevard.
[43:36]
Staff contact is Nyall Connelly. Nyall
[43:39]
will be presenting.
[43:42]
>> Thank you. So,
[43:44]
this item is a design development review
[43:46]
application for an addition to the
[43:48]
parking lot at 50 Z Park Boulevard. Uh
[43:51]
the applicant's Mr. Luke Wilson.
[43:54]
The commission reviewed this at the June
[43:57]
3rd meeting and requested some
[43:59]
additional information. Um
[44:03]
Mr. Wilson provided some additional
[44:05]
information and that's included in in
[44:08]
the packet.
[44:10]
Uh the staff report includes some
[44:12]
discussion on those points um as well as
[44:15]
some potential conditions that the
[44:18]
commission could use if you're reminded
[44:19]
to grant approval.
[44:22]
Um we've had two public comments
[44:25]
received um which have been circulated
[44:28]
to the commission uh and they relate
[44:32]
both to potential geological hazards in
[44:34]
this location.
[44:36]
Um, I would be happy to to um give some
[44:42]
information on that perhaps during the
[44:45]
uh question time if if you would like uh
[44:49]
later on in the meeting um or or now.
[44:53]
So, I'm happy to answer any questions
[44:55]
that that you have on the application.
[45:04]
So I'll um start with in the June 3rd
[45:09]
meeting um we were informed that the uh
[45:14]
the work had been done and then
[45:16]
discovered and and then um halted um and
[45:20]
that um I think in the way in the way
[45:22]
the notes were written a detailed
[45:24]
engineering analysis was done
[45:27]
um but it didn't say that it was a
[45:29]
geotechnical report or a study. Do we
[45:33]
have any more information on what
[45:35]
engineering analysis was done
[45:39]
um for this parking lot expansion
[45:42]
in association with the grading permit
[45:44]
the the postgrading permit?
[45:47]
>> Yeah. So there was um a slope study done
[45:51]
for the grading permit. This is this is
[45:53]
it here. So you can see the kind of
[45:57]
brown orange area is uh is 30% slopes.
[46:01]
Um
[46:03]
and um so that's that that shows kind of
[46:06]
where the excavation was. Um and there
[46:13]
was a letter provided from um Rosenberg
[46:17]
Engineering
[46:18]
um which is here. So these these were
[46:21]
provided with the grading permit at the
[46:24]
time.
[46:27]
» And and the conclusion of the was there
[46:32]
a conclusion included in in this um
[46:36]
information from the engineer as to
[46:38]
whether there was additional work needed
[46:41]
or there was stabilization needing or
[46:43]
any stabiliz stabilization issues.
[46:48]
So what the letter says here is um
[46:54]
the
[46:55]
so based on the observation and field
[46:58]
survey the parking lot expansion
[47:01]
um is located within the 10% and 20%
[47:04]
slopes and does not appear to pose any
[47:06]
elevated risk associated with the
[47:09]
proposed excavation and rock wall
[47:11]
construction.
[47:13]
Um and that was so that's um that's what
[47:17]
we have.
[47:20]
>> Okay.
[47:23]
So what what we received then was a
[47:25]
letter and some drawings showing the
[47:29]
location of the problem areas.
[47:32]
Um, and is it correct to understand that
[47:35]
the extended the expanded parking lot
[47:41]
in its walls are are were positioned as
[47:45]
to not be in these uh slide areas.
[47:50]
>> So, the the landslide area and the um
[47:54]
rockfall area ex extend further out into
[47:58]
the property. I I can bring up some maps
[48:00]
if you like. Um, but the the excavation
[48:04]
didn't extend into the 30% slopes, but the overall landslide hazard area is larger. Um,
[48:14]
I can bring up some maps if that would
[48:16]
be helpful.
[48:18]
>> Yeah, that'd be good.
[48:20]
>> So,
[48:20]
>> and I'm confused because I went through
[48:22]
this packet. I went through the third
[48:24]
packet. I didn't see this letter. Where
[48:26]
was this letter?
[48:28]
So that was this letter was with the
[48:30]
grading permit that was approved in
[48:34]
January I think a few months ago. Okay.
[48:37]
>> So it wasn't part of this application.
[48:40]
>> So the grading was approved then
[48:42]
>> the grading permit was approved. It was
[48:44]
approved retrospectively but it was
[48:46]
approved. And so
[48:49]
this design development review is for
[48:52]
the the use of the parking lot um kind
[48:56]
of as a commercial development.
[48:59]
So if you can see this um the property
[49:03]
here is this triangular shape
[49:07]
and the landslide hazard map. So you can
[49:11]
see this red area [laughter]
[49:14]
um is the the high landslide hazard
[49:17]
and then the rockfall area.
[49:20]
No, that's not it. Sorry. The rockfall
[49:23]
area extends further out onto the other
[49:26]
side of the road.
[49:33]
So just so I understand correctly, the
[49:36]
letter is addressing the the actual
[49:42]
um during the excavation, but it
[49:46]
specifically says temporary. Does that
[49:48]
mean that it's not
[49:52]
um saying that it's permanently stable?
[49:56]
>> Yeah. So the purpose of the letter was
[49:58]
at the time the so the the grading was
[50:00]
done and so the um
[50:05]
the town got in touch with with the
[50:08]
property owner and so as part of that
[50:10]
process we required a a grading or the
[50:15]
plan showing where the slopes were and
[50:17]
then the letter and so the engineers
[50:20]
provided that information to
[50:24]
um
[50:26]
Yeah, to to kind of address the grading
[50:29]
that had happened without a permit. Um,
[50:33]
but it was it was really just for that grading rather than kind of looking
[50:38]
forward.
[50:38]
>> Do we have anything looking forward as
[50:41]
to ongoing stability?
[50:44]
>> So the um I can talk a little bit about
[50:48]
the the geotechnical
[50:51]
requirements and and that if that would
[50:53]
be helpful.
[50:53]
>> Yeah. So um
[50:58]
so as you can see in the maps uh it is
[51:00]
in the these geologic hazard areas. Um
[51:05]
so the geologic hazard um the
[51:09]
requirements for a geotechnical
[51:12]
report where these geologic hazard would
[51:16]
be considered is in so it's 105FA
[51:22]
of the code and I'll I'll just read
[51:24]
those out. So um the geotechnical
[51:28]
report is required where a subdivision
[51:31]
for a subdivision approval for DDR of
[51:35]
any new building over 500 square ft
[51:38]
um for any additions to buildings where
[51:41]
the combined size will be over a th00and
[51:44]
square feet
[51:46]
or any structure intended for human
[51:48]
occupancy.
[51:50]
Um, so the the parking lot doesn't
[51:55]
it isn't any of those types of
[51:57]
developments. So it doesn't trigger
[51:59]
that. However, as we were talking about
[52:01]
earlier, uh the geotechnical report can
[52:04]
be required in other instances where the
[52:07]
DCD determines that the site or soil
[52:10]
conditions warrant a geotechnical
[52:12]
report. So in this instance, the parking lot um
[52:23]
in itself
[52:25]
isn't automatically required to provide
[52:28]
this this hazard assessment. However,
[52:31]
the code does does provide for if if the
[52:36]
director of community development
[52:38]
determines that it is necessary for
[52:40]
other reasons to do this assessment,
[52:42]
that is something that the town can
[52:44]
require. And so that's that's maybe
[52:47]
something for you to consider in your
[52:48]
deliberations.
[52:50]
>> So if it's in a landslide area, that
[52:53]
could be a reason to require it.
[52:54]
>> That could be a reason.
[53:08]
Um maybe you can help with one other
[53:10]
thing because
[53:13]
1015 F4
[53:16]
uh talks about geologic hazard study
[53:19]
area. So there's the list of things in
[53:21]
which landfall or which a landslide is
[53:24]
one of the items uh that um indicates
[53:27]
that it would be in a geologic study
[53:29]
area. Um and then it's 105
[53:34]
F5
[53:36]
um covers these points you've been
[53:38]
talking about where uh a parking lot is
[53:40]
not in the list of things that require a
[53:44]
report.
[53:46]
Is is there a difference between a study
[53:49]
and a report?
[53:52]
>> So the geologic uh hazard study areas,
[53:56]
those those are essentially the
[53:58]
landslide zones or the rockfall zones or
[54:02]
the liquefaction zones. So that's in
[54:05]
section four where it's talking about
[54:07]
hazard studied areas. That's just
[54:09]
referring to these areas that that have
[54:12]
where these hazards apply. Um as far as
[54:16]
the the reporting and the assessment
[54:18]
goes the the first step is the
[54:21]
geotechnical report and within the
[54:24]
geotechnical report uh if if that's
[54:27]
required the geotechnical report will
[54:29]
make an initial analysis on whether more
[54:33]
detailed assessment is required and that
[54:37]
more detailed assessment may be required
[54:39]
if there's geologic hazards and if
[54:42]
there's signs of um you know concerning
[54:46]
science to the geologists and then at
[54:48]
that point if if uh if it's recommended
[54:52]
by the geotechnical engineer that more
[54:54]
assessment is required then you kind of
[54:57]
move into the full-blown geologic hazard
[55:00]
assessment um and that that would come
[55:03]
next. So the the first step is always
[55:05]
the geotechnical report and that does
[55:08]
that initial analysis.
[55:27]
Are there any other questions for Nyall
[55:30]
or the applicant at this point?
[55:34]
>> I have a question. What was the extent
[55:36]
of excavation that was done in the area
[55:40]
adjacent to the, you know, the back
[55:43]
perimeter, if you will? I mean, it
[55:46]
wasn't a 30% slope, but was it a 10 or
[55:48]
20% slope and a large amount of soil was
[55:50]
removed or do we know?
[55:54]
So,
[55:56]
I think this this map probably
[56:01]
gives some answers on that. So
[56:05]
um so the white area down here is the
[56:09]
original area of the parking lot. This
[56:11]
hatched area is the area that was
[56:13]
excavated and this is the the hillside
[56:17]
and the orange areas are the those 30%
[56:21]
slopes.
[56:23]
>> So what was the slope of the area that
[56:25]
was removed? Was it just flat?
[56:28]
>> It was it was in the range of 10 to 20%.
[56:31]
So 10 to 20% supporting a 30% uphill
[56:35]
from that that was in a geo active area
[56:39]
potentially.
[56:41]
>> Correct.
[56:44]
>> So ju just to clarify. So
[56:47]
what we understand from the from the
[56:49]
engineers letter is that the actual
[56:51]
grading occurred
[56:54]
in an area that was less than 30%. but
[56:58]
adjacent to an area that is 30%.
[57:02]
That's correct.
[57:31]
And I have a question for the applicant
[57:33]
about the surface water drainage. It
[57:36]
wasn't included in the information that
[57:38]
came back to us. So I was wondering if
[57:40]
you had any information on on that.
[57:49]
I think I read in the staff findings or
[57:52]
whatever Nile sent to me that that would
[57:54]
need to be done for that addition.
[57:57]
Couple of things. I I didn't know if
[57:59]
we're here for a grading permit.
[58:03]
Are we here for a grading permit?
[58:06]
>> No, it's the design development review,
[58:08]
>> right? As a design and development
[58:10]
review.
[58:11]
>> Not any building being built. I think I
[58:14]
have a grading permit.
[58:17]
I think all the engineering requirements
[58:19]
were met, but these guys.
[58:23]
I mean, we talked about all this stuff.
[58:27]
The the wall that's there is three and a
[58:30]
half ft tall.
[58:32]
That's over 24 ft wide at the thinnest.
[58:34]
You can calculate that angle. It's very
[58:36]
flat. So, but we've gone through all
[58:38]
this stuff. I thought we were coming to
[58:40]
make sure that the small expansion met
[58:41]
those requirements that we talked about
[58:43]
last time. Some landscaping things. You
[58:46]
guys you guys made a few things that I needed to clarify.
[58:51]
I think we can go through all the geo if
[58:52]
we need to, but I think I have a legal
[58:54]
grading permit.
[58:59]
» As far as
[58:59]
>> I was just confused when I'm listening
[59:01]
to the conversation.
[59:03]
>> Well, I guess the question to staff is
[59:05]
that that's correct. He does have the
[59:07]
grading permit, but um
[59:10]
we did have questions about the
[59:12]
obtaining that. So is that like we're we don't go back and talk about that at
[59:17]
some point or
[59:18]
>> I think he determines all of that and
[59:20]
they did that.
[59:21]
>> Yeah.
[59:21]
>> I mean we went through all I I did lots
[59:24]
of mapping, surveying. I had letters
[59:26]
written. We had people come out and
[59:28]
observe. We did slope stabil sorry slope
[59:30]
calculations everywhere on that property
[59:33]
to make sure I was outside of the 30%.
[59:35]
And I'm not building any structure.
[59:38]
We were just adding a few spots. So, I
[59:41]
didn't know we were here to talk about a
[59:42]
grading permit excavation or any
[59:44]
geotechnical things. I thought what we
[59:46]
talked about last time were the things
[59:48]
that I needed to do so that I met the
[59:51]
Nile's requirements for the the few
[59:54]
extra stalls that we want to put in
[59:55]
bathroom and
[59:57]
landscaping and that kind of a thing. I
[59:59]
think that was what we were
[1:00:00]
>> Yeah. So, one of the things we did talk
[1:00:02]
about was the drainage last time. Yeah.
[1:00:04]
So, that was my question.
[1:00:06]
>> And I'm aware that the drainage has to
[1:00:07]
be done and that it has to meet Yeah.
[1:00:10]
I have
[1:00:10]
>> and and and to your point, it does seem
[1:00:13]
like a lot of us had questions about the
[1:00:15]
original grading permit. So, is it
[1:00:17]
inappropriate for us to address any of
[1:00:19]
that at this point?
[1:00:20]
>> So, if I can just give a little
[1:00:21]
>> I can give a review of all of it if you
[1:00:23]
want real fast in two minutes like
[1:00:26]
>> Yeah. So, ju just to give some context.
[1:00:28]
So, the the grading permits already been
[1:00:30]
approved. Um and that's that's not the
[1:00:33]
subject of this discussion. the
[1:00:35]
discussion on the geotechnical and the
[1:00:38]
geotechnical uh report and kind of that
[1:00:41]
aspect um
[1:00:45]
that so a geotechnical report can be
[1:00:48]
required for any design development
[1:00:51]
review under those particular
[1:00:53]
circumstances and I think the reason why
[1:00:55]
the planning commission is is exploring
[1:00:58]
this topic a little bit more is because
[1:01:01]
there has been a few um public comments
[1:01:04]
relating to to the geologic hazards. Um,
[1:01:09]
and so it is reasonable for the planning
[1:01:12]
commission to to explore that a little
[1:01:15]
bit, not necessarily to to go over the
[1:01:18]
grading permit again, but to understand
[1:01:21]
whether or not it more analysis is
[1:01:24]
required as part of this design
[1:01:27]
development review. So I I think that
[1:01:29]
kind of explains where the planning
[1:01:31]
commission's coming from
[1:01:32]
>> in which a geotech report would could be
[1:01:35]
appropriate for this
[1:01:36]
>> because this is a design development
[1:01:38]
review. A geotechnical report may be
[1:01:41]
required in some instances for design.
[1:01:44]
>> Is that determined by the DCD or by
[1:01:45]
them?
[1:01:47]
>> It's it's determined by the DCD but the
[1:01:50]
DCD would take guidance from the
[1:01:53]
planning commission.
[1:01:54]
>> I thought we already passed that. Do you
[1:01:56]
want me to tell you kind of where we got
[1:01:57]
with it and why we're here?
[1:01:59]
>> I think some of you weren't here last
[1:02:00]
time.
[1:02:01]
>> Yeah. So, let me let me just make one
[1:02:03]
other statement then I actually would
[1:02:04]
like to hear some of your thoughts. Um,
[1:02:06]
from my perspective, it wasn't about
[1:02:09]
questioning the grading permit as much
[1:02:11]
as about understanding for this DDR
[1:02:15]
review
[1:02:17]
um what the conditions of the local
[1:02:21]
environment were. And since last time we
[1:02:25]
didn't investigate the details of how
[1:02:30]
um the geotechnical work was done and
[1:02:33]
there was simply a statement that there
[1:02:34]
was an engineering analysis that we need
[1:02:37]
to come back and make sure we understand
[1:02:40]
that a detailed engineering analysis and
[1:02:42]
we understand kind of what was done in
[1:02:43]
the engineering analysis so that we can
[1:02:46]
decide whether or not additional
[1:02:48]
analysis would be required for DDR. not
[1:02:51]
that we would go back and somehow change
[1:02:53]
the grading permit.
[1:02:56]
>> Um,
[1:02:57]
>> just for you, some of you weren't here
[1:02:59]
last time, uh, where I failed as I did
[1:03:02]
what I've done on many other properties.
[1:03:04]
I I bought the property from Janet. Um,
[1:03:09]
there was an area in the back and the
[1:03:12]
map that she had originally was not
[1:03:13]
correct. It showed that it was 30%
[1:03:15]
slopes and I've excavated everywhere in
[1:03:17]
Springdale and I know what those look
[1:03:19]
like and it was very flat and I thought,
[1:03:20]
"Oh, there's a little more usable space
[1:03:23]
um for a few more parking stalls, maybe
[1:03:25]
again the public lounge at the top,
[1:03:26]
whatever." And I've done this on other
[1:03:29]
properties and I and I didn't mean to
[1:03:30]
cause a problem, but I I I made the
[1:03:32]
example to Tom and Nile about the two
[1:03:34]
little homes across the street from my
[1:03:35]
other parking lot that I recently fixed
[1:03:37]
up. I graded them, fixed the drainage,
[1:03:38]
put rock walls around them. Anything
[1:03:40]
less than a 4 foot wall is a
[1:03:43]
non-engineered, we call it a landscape
[1:03:45]
wall. It's where I stack boulders. Over
[1:03:47]
four feet require some engineering. So, I did the same thing. I I went to to
[1:03:53]
uh clean up the grading, add a little
[1:03:56]
bit of space, and in doing so, and this
[1:03:58]
hadn't happened before on on another
[1:04:00]
property, so I didn't realize it was an
[1:04:01]
issue, but Tom came over and he's like,
[1:04:03]
"What are you doing? We we we need to
[1:04:05]
get a permit, whatever." So he stopped
[1:04:06]
me and we stopped for like a month or
[1:04:08]
two months or something while we had
[1:04:10]
mapping done. Um very clear delineation
[1:04:13]
of where that 30% slope began, making
[1:04:16]
sure we weren't over the 4ft cut,
[1:04:18]
letters about temporary cuts, everything we had to go through. Um
[1:04:25]
and so we stopped went through and got
[1:04:28]
all of that stuff and and then
[1:04:30]
proceeded. And I know that we have a
[1:04:32]
legal grading permit currently. Um, what
[1:04:35]
Nile's purpose of all of this is is that
[1:04:38]
because I've added a few parking spaces
[1:04:41]
to an already parking lot, that's an
[1:04:44]
expansion of an existing use, which now
[1:04:46]
triggers complying with some new parking
[1:04:48]
lot rules that you guys have that I
[1:04:50]
didn't know about. One of them was to
[1:04:51]
have a bathroom. Um, one of you, well,
[1:04:55]
whatever's on the list, you guys know
[1:04:57]
what they are.
[1:04:58]
>> And so, the difficulty in that, of
[1:05:00]
course, is there's no sewer. So, we the
[1:05:01]
workaround there was to do a
[1:05:02]
self-contained unit and some kind of a
[1:05:04]
business that doesn't require sewer. Um,
[1:05:07]
I'm trying to comply with those things.
[1:05:09]
Um, I know that parking lots in general,
[1:05:13]
when I did my other parking lot on the
[1:05:15]
west side of it, we're up against like a
[1:05:18]
40% slope. And on this very parking lot,
[1:05:21]
not the back where I've excavated where
[1:05:23]
it's relatively flat, but on the left
[1:05:25]
side when Allan Lee did the work
[1:05:26]
originally, the the parking goes right
[1:05:29]
up to a very very steep slope, far
[1:05:31]
steeper than the than the one that we're
[1:05:32]
talking about. And on my other parking
[1:05:35]
lot, when I've applied for any kind of a
[1:05:38]
building that has, as the code says,
[1:05:40]
occupancy, human occupancy, they've been
[1:05:42]
very sensitive to the areas that that
[1:05:45]
are up against those slopes and that
[1:05:47]
fall into that, you know, liquefaction,
[1:05:50]
rockfall, or slope stability.
[1:05:53]
Um, that's why at the back of my other
[1:05:55]
property, it's just like a bike shed. I
[1:05:57]
don't have any living units because it's
[1:05:59]
close to those slopes. So, I don't
[1:06:01]
anticipate doing any of that. But as as
[1:06:03]
it sits, I understand that those
[1:06:05]
additional spaces of parking that I've
[1:06:07]
created by flattening out that area
[1:06:11]
trigger a few requirements that I have
[1:06:12]
for landscaping, bathrooms, stuff like
[1:06:14]
that. And that area, none of it was out
[1:06:18]
of the 30% slope. So I tried to go back and and work with
[1:06:25]
these guys to make sure that everything
[1:06:26]
that we did was within their code, and
[1:06:28]
they approved all of that. So I guess we
[1:06:31]
can talk about
[1:06:33]
uh geotechnical or [laughter] or grading
[1:06:35]
or whatever all we want, but I feel like
[1:06:37]
that's done and approved. We have the
[1:06:38]
permit for that and the parking lot is
[1:06:40]
built. Just which things do I need to do
[1:06:43]
um so that I can use those spaces
[1:06:46]
because we've triggered the additional
[1:06:48]
spaces, additional use, uh expanded use
[1:06:51]
of a current parking lot. Does that make
[1:06:54]
sense? Does anybody have a question
[1:06:55]
about that?
[1:06:57]
>> That was my understanding of the
[1:06:58]
meeting. So, I'll I'll I'll add a
[1:07:00]
comment. Part of part of our role here
[1:07:02]
is to ensure the safety and and of of
[1:07:06]
citizens and visitors. Um and so for me
[1:07:10]
the concern is
[1:07:12]
given that that's a high slide hazard
[1:07:15]
area was enough engineering work um
[1:07:20]
engineering analysis done to in to
[1:07:24]
create um enough a level of safety for
[1:07:29]
the typically probably visitors in most
[1:07:32]
cases who would be parking there during
[1:07:35]
let's say a rainstorm or something that
[1:07:37]
might lead to a potential slide. Um, I
[1:07:41]
think some of the discussion we've had
[1:07:43]
here is helping me understand that there
[1:07:45]
was at least some engineering analysis
[1:07:47]
done. I haven't heard anything yet that
[1:07:50]
really said that that engineering
[1:07:52]
analysis considered
[1:07:55]
slide hazard, but I have assumed that
[1:07:58]
was standard. So, that would be the one
[1:07:59]
question I have. did the engineering
[1:08:00]
analysis that was done include slide
[1:08:03]
hazard um and consider the safety of
[1:08:07]
customers who were using the parking lot
[1:08:08]
>> and and because it's a parking lot I
[1:08:10]
think it didn't I mean uh right there
[1:08:12]
below me on the SR9 um you guys have
[1:08:15]
parking at the bottom of a massive you
[1:08:17]
guys have seen that massive slope they
[1:08:20]
allow parking there as well and I think
[1:08:21]
because it's not a building that's
[1:08:23]
triggered by the ordinance that we had
[1:08:25]
to do a lot of engineering and and there
[1:08:27]
was monitoring and stuff going on but
[1:08:29]
they didn't do do that because I'm not
[1:08:30]
building build building.
[1:08:30]
>> Yeah, it's not a building and there's no
[1:08:32]
there's nobody going to be living there.
[1:08:33]
>> But if you go up and if and I hope you
[1:08:35]
guys have all walked up there. I hope
[1:08:36]
you walked up there. The landscaping
[1:08:38]
wall at the back is like this high.
[1:08:40]
It's like four four feet and then it
[1:08:43]
goes back about five feet and then it
[1:08:45]
starts to crawl up the slope. The net
[1:08:47]
cut is very very minimal.
[1:08:50]
But compared to a lot of places that we
[1:08:52]
park in town, I think I think it's a a
[1:08:54]
pool table. But um yeah, I I was
[1:08:58]
understanding that we were here for
[1:09:00]
those other architectural landscaping,
[1:09:02]
bathroom, like the metal screening
[1:09:04]
around the bathroom, those kind of
[1:09:05]
things, too.
[1:09:06]
>> Well, we we are here for those too. And
[1:09:08]
personally, I looked all over those and
[1:09:10]
was satisfied other than we didn't get
[1:09:13]
>> I realize the drainage
[1:09:14]
>> drainage thing. And that's a condition.
[1:09:15]
I know that. Yeah.
[1:09:18]
I just had one trivial question and it
[1:09:20]
was in there that you have to move the
[1:09:22]
coffee truck every 3 to four hours per
[1:09:25]
the code. Where do you move it to? And I
[1:09:28]
Well, I can I I can move it anywhere.
[1:09:29]
I've got a lot of property up here, but
[1:09:31]
um I
[1:09:34]
don't want to have a coffee trailer. I
[1:09:37]
just felt like because the town can't
[1:09:39]
provide sewer and and I've offered to
[1:09:41]
put in a septic system or a sealed tank
[1:09:43]
and in speaking with many of the council
[1:09:45]
members, they just didn't like I I was
[1:09:47]
trying to think of a business. Your code
[1:09:49]
reads develop a business complimentary
[1:09:51]
to the use of the part and I thought
[1:09:54]
this is a self-contained unit that
[1:09:55]
doesn't require sewer. It doesn't
[1:09:57]
require power. This could work. Do I
[1:10:00]
want to have that there long term? No.
[1:10:01]
In fact, if I speak openly, I'd like to
[1:10:03]
do something different through the
[1:10:04]
winter. That's a business that doesn't
[1:10:06]
need sewer. Um, I'm potentially
[1:10:10]
considering a small, very, very small
[1:10:12]
version of the ebike business that I
[1:10:14]
have on my other parking lot because I
[1:10:16]
like the location. It's right across the
[1:10:17]
street from the gate. People don't have
[1:10:19]
to ride through town. It's not
[1:10:20]
hazardous. I realize I haven't put that
[1:10:22]
forth yet, but that would be a permanent
[1:10:25]
steel building that's not designed for
[1:10:26]
human occupancy either because I realize
[1:10:28]
there's a slope there, but I feel like
[1:10:30]
it would fit better. But for now, we
[1:10:31]
would have that and it would have to be
[1:10:33]
moved. Yeah.
[1:10:35]
But I have lots of property that I could
[1:10:36]
put that on.
[1:10:39]
>> I just want to make sure it wasn't
[1:10:40]
>> and it is a nuisance. We don't want to
[1:10:42]
do it. But we realize that I'm just
[1:10:43]
trying to figure out a business that
[1:10:44]
works to meet your code.
[1:10:45]
>> That works. Yeah.
[1:10:46]
>> And I feel like it meets the code.
[1:10:49]
[snorts]
[1:10:52]
I have a question with the So, right now
[1:10:55]
you have that upper parking um fenced
[1:10:59]
off, but it looks like there's some
[1:11:01]
lower spots in the corner.
[1:11:05]
Um is that part that's part of the new
[1:11:08]
parking spaces, right?
[1:11:09]
>> The map that they put up, can you put up
[1:11:11]
that original map where it showed the
[1:11:12]
original and the new? And do you
[1:11:14]
possibly have
[1:11:17]
>> because it looks like that
[1:11:18]
>> possibly have a Can you overlay that
[1:11:20]
with like the real
[1:11:22]
that that isn't that isn't accurate
[1:11:25]
because um Yeah. Can you go to the
[1:11:27]
original? Yeah. On the left side it
[1:11:30]
already went way back to the tree. See
[1:11:31]
the big tree there? There's a large
[1:11:34]
tree. I gain I I added two spaces
[1:11:37]
farther back past that tree. See the
[1:11:39]
tree on the left now? Right more to the
[1:11:42]
left there.
[1:11:43]
I went, I think, two spaces past that
[1:11:46]
tree and then it began that 30% line,
[1:11:49]
the no touch line. In the drawing, it
[1:11:52]
doesn't show any of that left side
[1:11:53]
already being there, but it was already
[1:11:55]
there. The the bigger addition that
[1:11:57]
they're talking about is just behind the
[1:11:59]
wall. It affords, I think, six spaces or
[1:12:03]
seven. Well, with the change for the
[1:12:06]
acute parking that you mentioned last
[1:12:07]
time, I think it's only five.
[1:12:10]
because of the cute angle parking.
[1:12:12]
>> It's not a big difference. [laughter]
[1:12:14]
It's getting down to
[1:12:16]
>> So, what's fenced off right now is like
[1:12:18]
nine spaces.
[1:12:19]
>> Yeah. Tom as he said he go he he felt
[1:12:23]
>> Okay. And then currently the other spots
[1:12:26]
are being used.
[1:12:28]
>> Uhhuh.
[1:12:28]
>> Yeah.
[1:12:29]
>> Which I I guess is what was asked,
[1:12:32]
right?
[1:12:33]
>> Yes.
[1:12:36]
» Yeah. Generally, the new parking lot
[1:12:38]
that that we fixed up is all within the
[1:12:41]
footprint, a little bit beyond on the
[1:12:44]
left side, but most of it is behind that
[1:12:46]
wall. That's the new space that they're
[1:12:47]
more more sensitive to.
[1:12:49]
I also disturbed well uh yeah, all along
[1:12:52]
the road I put in some improvements. You
[1:12:54]
guys have seen those, too.
[1:13:13]
So, I I feel like at this point um we at
[1:13:17]
least need
[1:13:19]
going back to the the request the the
[1:13:22]
drainage.
[1:13:24]
And
[1:13:27]
do we have any other questions
[1:13:29]
for the staff or the applicant at this
[1:13:31]
time?
[1:13:36]
So, one of the other things we discussed
[1:13:38]
in the last meeting was the um addition
[1:13:42]
was more detail on the landscaping to
[1:13:44]
ensure that it met the minimums. Um, and
[1:13:49]
there wasn't a lot of a new detail on
[1:13:52]
the um on on the landscaping in terms
[1:13:56]
of, you know, I didn't see like
[1:13:59]
landscaping lists or an indication for
[1:14:04]
example that there I think I think it's
[1:14:05]
a this property has a 30% minimum
[1:14:08]
landscaping. I think
[1:14:11]
>> it would be
[1:14:12]
>> landscaping or or open space
[1:14:13]
requirement.
[1:14:15]
>> Yeah. So let me just find that
[1:14:18]
>> because in some of these properties
[1:14:20]
there's there's open space requirement,
[1:14:23]
there's landscaping requirement and
[1:14:25]
there's total together requirement and I
[1:14:28]
didn't really see anything that said we
[1:14:31]
met those requirements. You got plenty
[1:14:32]
of open space in the property, but was
[1:14:35]
there enough lands? I think when I count
[1:14:37]
the well we went we went all around the
[1:14:39]
back and when we count the state right
[1:14:41]
away I mean we were way because I get
[1:14:43]
half the credit for that
[1:14:45]
>> what
[1:14:46]
>> I get a 50% credit for what I do in the
[1:14:48]
rightway right the landscaping
[1:14:50]
>> yeah so it's quite a lot
[1:14:52]
>> so I mean I don't expect that there's
[1:14:54]
not enough but I just wanted to confirm
[1:14:56]
maybe with the staff that we might
[1:14:58]
>> and on the and on the wall the the wall
[1:15:02]
that we were going to make green I don't
[1:15:04]
know if you guys are still considering
[1:15:05]
that headto-head parking now that I
[1:15:07]
don't have the acute angle parking
[1:15:08]
there. And the other option was to flip
[1:15:10]
it to the left side against the rocks so
[1:15:12]
that it's not headtohead. I'll still put
[1:15:14]
it on the wall if you want me to just to
[1:15:16]
green up the wall and make it look
[1:15:17]
pretty and not so much like concrete.
[1:15:19]
But I don't know if that really even
[1:15:21]
applies because we eliminated that
[1:15:23]
headto head. I think it's it's only
[1:15:25]
headtohead for a few stalls now, I
[1:15:27]
think,
[1:15:27]
>> and they're on different levels. So, I'm
[1:15:29]
still happy to do that, but I don't know
[1:15:30]
if that even applies because and if
[1:15:33]
there's any issue, I'm happy to flip the
[1:15:34]
cars to the left side where it's against
[1:15:36]
the back wall, not the front wall, so we
[1:15:38]
eliminate the entire head-to-head issue.
[1:15:40]
>> Does that make sense?
[1:15:41]
>> I I think in the last meeting, we
[1:15:45]
>> we said that we wanted to have the
[1:15:48]
required amount and would offer some
[1:15:50]
flexibility in the location
[1:15:52]
>> of and so my concern more is about that
[1:15:55]
we've meet met the required amount.
[1:15:58]
Sure.
[1:15:59]
>> And that we've allowed some flexibility
[1:16:01]
in the location because of the structure
[1:16:04]
of the
[1:16:05]
>> And I did and you were sensitive to
[1:16:06]
this. You you mentioned something about
[1:16:08]
a heat island in the middle of it having
[1:16:09]
that one triangular um behind the little
[1:16:13]
building large enough and it does it
[1:16:15]
meets its 90. It's bigger than code but
[1:16:18]
asked for 80 or 90 and it's bigger than
[1:16:20]
>> think it's 80 square feet. So it's long.
[1:16:21]
>> Yeah. So, we have it at 90 and
[1:16:25]
so we we shouldn't have to really make
[1:16:27]
any bends on any rules. I think we met
[1:16:29]
them all.
[1:16:34]
» So, I have a question. I don't I'm not
[1:16:36]
sure if you know or the staff can answer
[1:16:38]
this. These other parking lots that are
[1:16:40]
referred to in town that are right up
[1:16:42]
against um steep slopes, are they in
[1:16:45]
landslide hazard zone areas as well? So
[1:16:49]
the I think the the spaces he's
[1:16:51]
referring to are the town uh on street
[1:16:54]
parking that would be just kind of near
[1:16:56]
the entrance to the park.
[1:16:58]
>> Okay.
[1:16:58]
>> And yeah, the the um hazard zones do
[1:17:03]
extend across SR9 in those areas. Um
[1:17:07]
>> those slopes are like 20 30 feet
[1:17:10]
vertical. They're huge. He means right
[1:17:13]
up there. Yeah.
[1:17:15]
>> And they're actually Yeah. In the zone.
[1:17:17]
>> Yeah. the Rockfall area
[1:17:21]
as is a lot of the town.
[1:17:24]
>> Yeah, that's what I was asking. Thank
[1:17:25]
you.
[1:17:28]
» So, forgive my ignorance, but I don't
[1:17:31]
quite understand what the town's
[1:17:34]
ordinance are for rock fall hazards.
[1:17:42]
So that part of the of the ordinance we were talking earlier about there's
[1:17:48]
two lists. There's the hazard study list
[1:17:52]
and then there's the you know requires a
[1:17:54]
report list. So the hazard study list
[1:17:57]
talks about landslides
[1:18:00]
liquefification
[1:18:02]
um and there's several others in in that
[1:18:04]
list. Um and those are indications that
[1:18:10]
it's a hazard study area.
[1:18:14]
So that means if that defines the land
[1:18:16]
where hazard studies would be done. And
[1:18:19]
then the other list, the required
[1:18:20]
geotechnical report says it, you know,
[1:18:22]
it's either a property design or a
[1:18:25]
building designed for people to live in
[1:18:27]
or it's um and again there was a list we
[1:18:30]
went through um it was a 500 square foot
[1:18:35]
building or 500 or more than a thousand
[1:18:38]
if you're adding uh design any building
[1:18:42]
designed for
[1:18:43]
>> for human occupancy.
[1:18:45]
which obviously this doesn't
[1:18:46]
>> this isn't so this doesn't meet any of
[1:18:48]
the human occupancy the thou 500 or
[1:18:50]
thousand square foot of a structure or
[1:18:52]
any of those things that are in the list
[1:18:55]
that says you must have a geotechnical
[1:18:57]
report
[1:18:59]
um but being in the landslide area it is
[1:19:02]
in the hazard study area so if we all
[1:19:06]
agree that yes this is a rock h fall
[1:19:10]
hazard area what does that imply to the
[1:19:14]
usage.
[1:19:15]
>> Well, if if you're not in one of these
[1:19:17]
hazard study areas, then you can build
[1:19:21]
more than 500 square f feet without
[1:19:23]
needing a geotechnical report.
[1:19:24]
>> We're not building anything here. Right.
[1:19:26]
>> Correct. But we're not building
[1:19:27]
anything. So, and maybe the staff can
[1:19:29]
help me if I'm wrong, but you kind It's
[1:19:31]
kind of like going through two tests,
[1:19:34]
right? The first test is are you in one
[1:19:36]
of these hazard zones? And the second
[1:19:38]
test is if you're in the hazard zone and
[1:19:41]
you are building one of these things,
[1:19:43]
then you have to have a report,
[1:19:45]
>> right? So if you're if you're not in a
[1:19:48]
hazard zone, then you don't even bother
[1:19:50]
to take the second test. Um, is that a
[1:19:53]
good explanation of it?
[1:19:54]
>> So So almost
[1:19:57]
>> almost. Okay. Sound good to me.
[1:19:59]
>> Um, so there are instances where
[1:20:02]
geotechnical reports are required no
[1:20:04]
matter what zone you are in. So if it's
[1:20:07]
a new house or something, you're you're
[1:20:09]
going to always need a ge geotechnical
[1:20:11]
report. Um
[1:20:14]
but um
[1:20:16]
but yeah, in this instance, um I think
[1:20:19]
the the question is that okay, it's it's
[1:20:23]
not one of the listed items that
[1:20:24]
requires a geotechnical report. However,
[1:20:27]
bearing in mind these other factors,
[1:20:31]
does it warrant that assessment?
[1:20:32]
>> Yeah, we we we could decide that it
[1:20:34]
warrants based on other factors. Yeah.
[1:20:37]
Well, but let's say we had one and they
[1:20:39]
say, "Yeah, you're in the Lion Slide
[1:20:40]
area or Rockfall area." What does that
[1:20:43]
mean?
[1:20:44]
>> I don't think I didn't see any code that
[1:20:45]
says I can't build a parking lot in that
[1:20:47]
area.
[1:20:48]
>> Right. In fact, you could
[1:20:51]
>> Yeah, the obviously
[1:20:53]
I I you'd have to see what the report
[1:20:56]
would say, but I I think it might offer
[1:20:58]
some mitigation potentially or or that
[1:21:00]
kind of thing. But um and if it was if
[1:21:04]
the report,
[1:21:06]
you know,
[1:21:08]
determined that it was very unsafe, then
[1:21:11]
there may be other mitigation. the the existing parking lot is already
[1:21:18]
there, right? So, it's just these extra
[1:21:21]
spaces that would be the subject of that
[1:21:25]
kind of assessment.
[1:21:31]
» Yeah. So if a report was
[1:21:35]
done
[1:21:38]
and it just because it's in a landslide
[1:21:41]
hazard zone won't necessarily change
[1:21:44]
anything.
[1:21:47]
It it might it might recommend
[1:21:50]
mitigation potentially.
[1:21:52]
Um but it it doesn't automatically mean
[1:21:55]
that a parking lot couldn't be there
[1:21:57]
>> and
[1:21:59]
the new spaces are
[1:22:03]
um pretty much the same existing risk
[1:22:06]
that the old spaces are.
[1:22:11]
>> So I'll just put on the hazard layer. So
[1:22:14]
the landslide hazard layer
[1:22:17]
is this. So obviously the the closer you get to the road the
[1:22:22]
>> the more the risk is reduced.
[1:22:25]
>> I think all the cars on the highway
[1:22:26]
would have to move if that was being
[1:22:29]
required.
[1:22:35]
» Rockfall
[1:22:37]
and parts of the existing
[1:22:40]
parking lot were also in that area.
[1:22:42]
affect the entire right so um
[1:22:47]
again I you know my my feeling is it is
[1:22:50]
a parking lot there's no there's no
[1:22:52]
residential occupancy
[1:22:55]
expected here um the concern of safety
[1:22:59]
would be a the safety of the cars that
[1:23:03]
are parked there and the people who
[1:23:04]
might happen to be in the parking lot at
[1:23:07]
the time something happened um versus
[1:23:10]
people who would be sleeping
[1:23:12]
And we don't allow overnight parking.
[1:23:14]
>> No, you don't allow overnight parking.
[1:23:16]
So it would be it would be daytime only,
[1:23:19]
right? Um and
[1:23:22]
so you know, I think the ordinance is
[1:23:24]
written with that in mind that a parking
[1:23:26]
lot um by it by itself is is less of a
[1:23:30]
danger situation because it's not
[1:23:33]
occupied on an ongoing basis.
[1:23:36]
Um,
[1:23:39]
I think the concern more that I had in
[1:23:42]
wanting to know more about this is that
[1:23:44]
the is that we haven't increased the
[1:23:46]
risk to surrounding areas
[1:23:49]
um to the road or to something else by
[1:23:52]
the grading,
[1:23:53]
>> right?
[1:23:54]
>> Um, but it sounds as though a
[1:23:55]
significant amount of uh engineering
[1:23:58]
energy went into
[1:24:02]
re retroactively looking what was done
[1:24:06]
um and came to the conclusion that
[1:24:07]
there's not a significant increase in
[1:24:10]
the risk to the surrounding areas.
[1:24:13]
Um
[1:24:15]
so I think other than requiring
[1:24:18]
uh the drainage study be provided and uh
[1:24:22]
you know things like the business
[1:24:24]
fulfill its commercial responsibilities
[1:24:26]
and I might add a requirement that the
[1:24:29]
staff verify that the amount of
[1:24:32]
landscaping was is sufficient.
[1:24:35]
um that those would be conditions I
[1:24:37]
would add if I were to make a motion to
[1:24:40]
approve.
[1:24:42]
>> And last time I asked a a question of
[1:24:44]
you just about the stability you thought
[1:24:47]
of whatever business was going to be on
[1:24:49]
there and then we realized that it would
[1:24:52]
be one of your your businesses. Um, I'm
[1:24:56]
wondering if the town has concerns about
[1:25:01]
monitoring or or enforcing the
[1:25:03]
three-hour
[1:25:05]
limit or and or just that a business is
[1:25:10]
continuously operating on that site.
[1:25:13]
>> Yeah, there there are concerns about the
[1:25:16]
practicality of that. Um the code what
[1:25:20]
the code gives us is it says um you know
[1:25:23]
integration with a commercial use. So
[1:25:25]
this is the text here. It doesn't mention temporary like food
[1:25:32]
trucks or that kind of thing. It's it's
[1:25:34]
probably not what was envisaged.
[1:25:36]
However, it it doesn't specifically
[1:25:40]
say one way or the other as far as um
[1:25:44]
monitoring that the business is there
[1:25:47]
enough to justify that it is a genuine
[1:25:51]
commercial use but then also that it's
[1:25:54]
goes after 3 hours. Um yeah, that
[1:25:58]
practically that's going to be difficult
[1:26:00]
to monitor.
[1:26:01]
>> So a thought about that too. What um
[1:26:05]
my people come in the morning, right?
[1:26:07]
They come for like depending on the
[1:26:09]
season, 7 or 8 in the morning to like 10 or 11. Then they're parked and then
[1:26:13]
they stay. So we feel like even though
[1:26:15]
it's only three hours, it picks up the
[1:26:16]
bulk of convenience for the people that
[1:26:18]
do park there and then moving it out of
[1:26:20]
the way is is
[1:26:24]
not a problem. Um
[1:26:26]
I would even be amiable to say because
[1:26:28]
to be I know you guys don't want to see
[1:26:30]
that there. I just know and I don't want
[1:26:33]
it there. I'm trying to meet your code
[1:26:35]
with no sewer, with the three-hour
[1:26:37]
thing, with whatever. I'd be fine to
[1:26:39]
even agree to say I'll put back up this
[1:26:42]
barrier fence at the end of this at the
[1:26:44]
before we start business next year if I
[1:26:46]
haven't got something else in there. I I
[1:26:48]
very much want to build something. I get
[1:26:50]
it. There's there's there's um
[1:26:53]
limitations [snorts]
[1:26:54]
with the things we just talked about,
[1:26:56]
landslide, whatever, with no sewer
[1:26:58]
again, but I would very much like to
[1:27:00]
build some small business that works
[1:27:02]
well and that isn't a mobile coffee
[1:27:04]
trailer. And that's very much my plan. I
[1:27:07]
just don't have that here. But I I feel
[1:27:09]
like in the meantime, this meets the
[1:27:10]
ordinance, and that's what I'm trying to
[1:27:12]
do.
[1:27:14]
I don't want to have that there long
[1:27:16]
term either.
[1:27:21]
But we do understand it has to be
[1:27:23]
removed
[1:27:24]
and I will be bringing in um something
[1:27:27]
through the off season that would look a
[1:27:29]
lot better. That's what my plan is.
[1:27:32]
You'll see me probably in November.
[1:27:38]
» You mean you're referring to like a
[1:27:40]
something more permanent?
[1:27:41]
>> Yeah.
[1:27:42]
My idea to be candid with you, and
[1:27:44]
I know people see a lot of bikes around,
[1:27:45]
but my idea would be some bikes. I can
[1:27:48]
get power from across the road, it's
[1:27:51]
expensive, but I can get it there. I
[1:27:52]
don't need sewer for that. It's not It's
[1:27:54]
not a nighttime occupied property. I can
[1:27:56]
set it at the very back. It will look
[1:27:58]
well. It looks nice. I think it's
[1:27:59]
convenient for people who I think it
[1:28:01]
would work a lot better than than this.
[1:28:03]
But I think for the meantime, this meets
[1:28:04]
the code.
[1:28:11]
I think it
[1:28:12]
>> that's not here or there. I'm just
[1:28:13]
telling you.
[1:28:14]
>> Yeah.
[1:28:16]
>> And I appreciate that.
[1:28:17]
>> And it would be small. I know it would
[1:28:18]
have to be less than, you know, like two
[1:28:20]
maybe two parking stalls. I'm talking 20
[1:28:22]
bikes. Not like my other one where we
[1:28:24]
have 150
[1:28:26]
20 or 30 bikes. Something where the
[1:28:27]
people that show up if there's if
[1:28:29]
there's 50 or 60 people parking and
[1:28:31]
every other one of them wants a bike,
[1:28:32]
maybe maybe there's enough to service
[1:28:34]
the parking lot there or something. So,
[1:28:36]
I think it would do well. But
[1:28:39]
in the meantime, this is what
[1:28:42]
we're talking about.
[1:28:45]
>> I think you may have addressed this
[1:28:46]
question. It's really just a wondering
[1:28:48]
thing, but I have to ask it. Um, you
[1:28:51]
didn't originally apply for a permit and
[1:28:54]
so did you not realize you needed it
[1:28:57]
until after you were digging in or what happened there? So, so I'm an
[1:29:02]
excavator and I've sat on lots of slopes
[1:29:05]
around town and when I got there, I saw
[1:29:08]
from the back of that wall and I mean
[1:29:10]
you the dirt's not there now, but any person can do the math. If you go to
[1:29:14]
the top of that concrete wall that's
[1:29:15]
there and then you look at the height of
[1:29:16]
my wall at the back, you can calculate
[1:29:19]
how many feet it gains and how far it
[1:29:20]
was. It was very flat. And I I had
[1:29:24]
recently done and maybe it maybe it
[1:29:27]
feels like I was taking too much liberty
[1:29:28]
and I apologize for putting the cart
[1:29:30]
before the horse or however, but but I
[1:29:32]
had just done far more excavating on
[1:29:34]
those little homes across the street
[1:29:35]
where it was a bigger cut and a bigger
[1:29:37]
feel and and I received a lot of
[1:29:39]
comments from from people around town
[1:29:42]
saying, "Thank you for cleaning that up.
[1:29:43]
That rock wall looks better." The
[1:29:44]
neighbor below me, which is Kyla Topham,
[1:29:46]
she goes, "Thank you. You fixed the
[1:29:47]
drainage." and and and I thought, okay,
[1:29:50]
I can go in and smooth out these spots.
[1:29:52]
It's only a few feet of a cut. It's not
[1:29:54]
the net difference was not a lot.
[1:29:56]
Meaning like it wasn't like I hauled and hauled out. We just took and
[1:30:01]
smoothed out what was there and did haul
[1:30:03]
out some. And I know in the code it
[1:30:04]
allows for so many yards of excavation
[1:30:06]
without a permit. I know I did exceed
[1:30:08]
that. Anyway, I I knew when once I got
[1:30:11]
going and when Tom came up, he's like,
[1:30:12]
"No, you need to stop. This is it. We
[1:30:14]
need to get a permit."
[1:30:16]
But um I had I have done that on other
[1:30:18]
properties of mine lots of times and and
[1:30:22]
usually it's if it's just a landscaping
[1:30:24]
sized wall, it's to fix drainage, to
[1:30:26]
improve the look, whatever. It's
[1:30:27]
wellreceived and I I I wasn't trying to
[1:30:29]
cause as big of a problem as has landed
[1:30:31]
on on me. No.
[1:30:33]
>> So hopefully that answers your question.
[1:30:34]
>> Yeah. Thank you.
[1:30:40]
» Are there any other questions?
[1:30:45]
Should we go into deliberation?
[1:30:47]
>> Thank you. Yeah. Yeah, we can go into
[1:30:49]
deliberation.
[1:30:54]
So I guess the the
[1:30:57]
still a little bit question in my head
[1:30:59]
is like
[1:31:02]
um it does sound like it's possible to
[1:31:06]
ask for a geotechnical report, but
[1:31:10]
in listening to everything we've just
[1:31:12]
heard, what does that accomplish?
[1:31:16]
Um possibly some mitigation.
[1:31:21]
Um, maybe not.
[1:31:24]
>> I have one dumb question. Let's say
[1:31:26]
there are recommendations. I didn't see
[1:31:28]
anything in our code that says you have
[1:31:30]
to follow that recommendation to use it
[1:31:32]
as parking lot.
[1:31:34]
>> I think if
[1:31:35]
>> it does require you to implement
[1:31:37]
mitigation
[1:31:39]
if if it's if it's identified in the
[1:31:43]
report, you are required to implement
[1:31:45]
it.
[1:31:45]
>> Yeah. and and we could add words to that
[1:31:49]
nature to the condition if we
[1:31:51]
conditioned the a report.
[1:31:55]
Um,
[1:31:56]
from everything I've heard, it sounds to
[1:31:59]
me like there was a an significant
[1:32:02]
amount of engineering analysis done
[1:32:06]
obviously after the the grading was
[1:32:08]
done. Um,
[1:32:11]
it it appears to me that that an
[1:32:14]
additional engineering study is not
[1:32:16]
likely to find anything new that
[1:32:18]
wouldn't have already been known.
[1:32:21]
Um
[1:32:25]
and again
[1:32:29]
I think from a the safe we've reached
[1:32:32]
enough safety for a parking lot which is
[1:32:35]
not
[1:32:37]
a um
[1:32:40]
you know an an occupied structure. I
[1:32:43]
think, you know, if he comes with
[1:32:47]
>> some plan for for a permanent building
[1:32:49]
that will require additional things,
[1:32:53]
but we're not looking at that at this
[1:32:54]
point.
[1:32:58]
Other thoughts?
[1:33:03]
Yeah, I just my I'm just trying
[1:33:06]
grappling with like permanent building
[1:33:08]
or mobile business like still people and
[1:33:12]
people gathering and
[1:33:18]
» well at this point the proposal is the
[1:33:20]
mobile business
[1:33:21]
>> and there are no
[1:33:24]
ordinances that would stipulate
[1:33:27]
the same
[1:33:30]
as a permanent structure.
[1:33:34]
Right. Correct. Yeah. So, we really
[1:33:36]
Yeah.
[1:33:36]
>> And then there's also whether or not
[1:33:38]
that structure is intended as a to house
[1:33:42]
appropriately house people. Um
[1:33:46]
in in you know you you think by this
[1:33:47]
point people will come in general the
[1:33:50]
behavior would be you drive in park
[1:33:53]
possibly stop at the coffee shop for 5
[1:33:57]
10 minutes.
[1:33:58]
>> Right.
[1:33:59]
>> Yeah.
[1:34:01]
So I think in the present in the present you know iteration of what's
[1:34:06]
being presented
[1:34:08]
um there won't be people staying there
[1:34:11]
other than and even the employees
[1:34:14]
who work in the work the truck would
[1:34:17]
only be there three hours
[1:34:23]
comes close to meeting sort of a
[1:34:25]
permanent residency sort of
[1:34:31]
I don't know.
[1:34:32]
>> Yeah. So, even you're referring even to
[1:34:34]
like
[1:34:36]
stability is kind of been addressed in
[1:34:39]
the engineering process and to a degree
[1:34:43]
where it makes sense to have a parking
[1:34:44]
lot, right? Is that that's what you're
[1:34:46]
saying,
[1:34:47]
>> right? Yeah. I'm saying given that it's
[1:34:48]
a parking lot and given our ordinances
[1:34:51]
and the way they're written, um it's not
[1:34:55]
clear that that we even would have
[1:34:58]
required an um a full uh geotechnical
[1:35:03]
report. Um
[1:35:06]
again
[1:35:08]
other than through that fifth item where
[1:35:11]
the DCD and we could recommend to the
[1:35:13]
DCD that that they request that um
[1:35:18]
I I don't know I I I
[1:35:22]
think personally I'm not in in feeling
[1:35:25]
the need to require a a geotechnical
[1:35:28]
report but if if the rest of the board
[1:35:31]
committee were felt that that was
[1:35:33]
necessary
[1:35:34]
You know, obviously I would be outvoted.
[1:35:37]
So, I think that's where I stand. I'm
[1:35:40]
curious where other people stand and
[1:35:41]
whether we should require it. I think
[1:35:43]
we're down to just whether we should
[1:35:44]
require a geotechnical report or not.
[1:35:47]
>> I would feel comfortable if you went
[1:35:49]
down that route that that should be a
[1:35:50]
requirement. If you're in a hazard zone,
[1:35:52]
you have to have the report. Otherwise,
[1:35:54]
I feel like it's just an opinion from do
[1:35:57]
you need it, don't you need it. I don't
[1:35:58]
know how to decide when you need it or
[1:36:01]
don't need it because right now it's not
[1:36:03]
a requirement. It's just a
[1:36:05]
recommendation from us that you need the
[1:36:06]
report.
[1:36:08]
>> Well, it is a requirement if you are
[1:36:10]
going to build a a structure intended um
[1:36:14]
for employ you know people to reside.
[1:36:16]
>> Yes.
[1:36:17]
>> Or if you're going to build more than
[1:36:18]
400 500 square feet or if you're going
[1:36:21]
to add
[1:36:22]
>> that's not the case here.
[1:36:23]
>> Right. So in this case um by the
[1:36:26]
ordinances it's not required unless we
[1:36:30]
go through the that fifth item which is
[1:36:33]
we can decide on a you know we can
[1:36:35]
recommend to the DCD that that that in
[1:36:38]
this case there's additional
[1:36:39]
requirements right and you're right
[1:36:42]
that's something that is something we
[1:36:45]
would decide on you know that we would
[1:36:47]
decide without I don't know that you can
[1:36:52]
list every possible reason we might
[1:36:54]
decide that and include that in the
[1:36:55]
ordinance. I think that would be
[1:36:57]
difficult to do.
[1:36:59]
Um, so I guess what I'm saying is I'm
[1:37:02]
feeling like I don't feel a need to go
[1:37:05]
through that fifth option
[1:37:08]
>> of saying
[1:37:10]
we're going to require it because we
[1:37:11]
think that this is such a problem given
[1:37:15]
that engineering analysis was done given
[1:37:18]
that it's not anywhere in the 30% um
[1:37:22]
that it's only up to the 30% but not
[1:37:23]
within no grading was done at 30%. Um,
[1:37:27]
and given what I've heard about the
[1:37:29]
analysis that was done,
[1:37:31]
um,
[1:37:34]
there will always be a risk and no
[1:37:36]
matter what we do, we you can't
[1:37:38]
completely eliminate the risk.
[1:37:40]
>> Well, and there's a precedent already of
[1:37:42]
other parking around town in the same
[1:37:46]
hazard zone.
[1:37:47]
>> There are other parking areas in in
[1:37:50]
hazard zones, similar the same or
[1:37:53]
similar hazard zones. Yes. Um,
[1:37:57]
and
[1:37:58]
you know, we could take that as a side
[1:38:00]
item we might put on our list someday
[1:38:02]
to,
[1:38:02]
>> right,
[1:38:02]
>> view whether or not we want to make
[1:38:04]
something more restrictive,
[1:38:06]
>> because it is concerning to me to look
[1:38:08]
at these maps and see parking right
[1:38:11]
below or in the landslide area.
[1:38:15]
Um, but considering
[1:38:18]
the other parking that's been pointed
[1:38:21]
out,
[1:38:22]
>> well, and SR9 careful that we can't we
[1:38:26]
can't look at the surrounding area and
[1:38:28]
make a determination on what is already
[1:38:30]
existing there.
[1:38:31]
>> Well, that's true.
[1:38:32]
>> Forward because, you know, that could
[1:38:34]
have been done under some pre-existing
[1:38:36]
rules or ordinance or lack thereof or
[1:38:39]
whatever and
[1:38:40]
>> not always whatever our current
[1:38:42]
standards are. So, you know, we don't
[1:38:43]
want that happen.
[1:38:45]
>> Yeah, definitely. Um, I'm just trying to
[1:38:49]
look at the actual ordinances and see
[1:38:52]
if the requirements are being met.
[1:38:55]
>> Can you put the map of the geolog geolog
[1:38:59]
geologic hazard study area back up? So
[1:39:03]
this is the landslide
[1:39:04]
>> that that
[1:39:06]
there depicts an area that encompasses
[1:39:09]
part of this property
[1:39:12]
>> and then the rockfall is here
[1:39:15]
>> that encompasses all of it. So by those
[1:39:17]
two measures under
[1:39:21]
1015
[1:39:23]
F5D
[1:39:25]
a report is required and that's not at
[1:39:28]
the discretion of anybody. It's just
[1:39:30]
because it's in a geologic hazard study
[1:39:32]
area.
[1:39:36]
Is that correct?
[1:39:38]
>> So this section here, it says a
[1:39:41]
geotechnical report is required in any
[1:39:43]
of the following. And number five is
[1:39:45]
>> go down to section D in that down a
[1:39:48]
little bit.
[1:39:53]
So it says, yeah, the geologic hazard
[1:39:55]
investigation report for properties in a
[1:39:59]
hazard studied area study area such as
[1:40:01]
this. If the initial analysis of
[1:40:04]
geologic hazards in a geotechnical
[1:40:07]
report
[1:40:09]
uh identifies sight specific risk, then
[1:40:13]
the geologic hazard investigation and
[1:40:15]
report is required. So this that's kind
[1:40:19]
of step two. But but that I mean
[1:40:22]
normally in a normal situation an
[1:40:24]
initial study would be done. In this
[1:40:26]
case because the cart's before the horse
[1:40:28]
the study wasn't done. And so I think we
[1:40:31]
can eliminate that first requirement and
[1:40:33]
say therefore we need to at least do
[1:40:36]
that and probably do the whole study.
[1:40:40]
Well, I I think
[1:40:43]
part of the concern is that if if you go
[1:40:45]
to 1015 F5 A and B, those are the those
[1:40:51]
are what or A and C actually um are what
[1:40:55]
drive whether or not the initial report
[1:40:59]
needs to be done. And I think that's
[1:41:02]
where we're at is that
[1:41:04]
>> well so I mean if you want to if you
[1:41:07]
want to take that logic which I don't
[1:41:09]
think I don't necessarily agree with but
[1:41:11]
if you were to go along that logic then
[1:41:14]
it then it falls to item five where the
[1:41:17]
DC or the the town looks at it and says
[1:41:20]
you know maybe we ought to do it in this
[1:41:21]
case because of these other extenduating
[1:41:23]
circumstances. And when you look at
[1:41:26]
these maps where, you know, we're at the
[1:41:28]
base of a a huge 30 cent slope that's
[1:41:30]
been geoactive and had problems in the
[1:41:33]
past, one would reasonably conclude that
[1:41:36]
maybe we ought to do that or could
[1:41:38]
reasonably conclude it.
[1:41:40]
>> Yeah. So, so, so, and that was one of
[1:41:42]
the things I said is
[1:41:43]
>> and because we weren't asked about it on
[1:41:45]
the front end, it didn't happen. And now
[1:41:47]
we're being asked after the fact that
[1:41:49]
well, just, you know, and we're saying
[1:41:51]
suggesting that we we shouldn't do that.
[1:41:53]
And you know that probably maybe not a
[1:41:56]
good idea.
[1:41:57]
>> Well, okay. So,
[1:42:01]
I'll interpret what you said as you know
[1:42:03]
when I I says I'm I'm of the mind that
[1:42:06]
we don't need to exercise item five. And
[1:42:10]
what I'll interpret you is you you're
[1:42:12]
saying you prefer that we exercise item
[1:42:14]
five, which is that we recommend to the
[1:42:16]
DCD that they get a geotechnical report.
[1:42:22]
um this initial the the item one report
[1:42:25]
um because we feel that there uh that
[1:42:29]
the soil conditions warrant a
[1:42:32]
geotechnical report.
[1:42:36]
» Yeah. And like I said, I'm not
[1:42:39]
necessarily opposed to that if the
[1:42:41]
majority of the of the board of the
[1:42:44]
commission feels that that's because
[1:42:47]
there are circumstances here. Um, but
[1:42:50]
there are many places in town that have
[1:42:53]
both of these geologic hazards. That's
[1:42:56]
true. And um,
[1:43:00]
and not all of them have required
[1:43:02]
reports. If they're not all of them,
[1:43:04]
some
[1:43:05]
>> have required, but should maybe should
[1:43:07]
require in the future perhaps. Right now
[1:43:10]
that the way the the way the ordinances
[1:43:13]
are written,
[1:43:15]
>> things like the unfortunate thing in
[1:43:16]
this in this circumstance because the
[1:43:18]
because it wasn't done in the proper
[1:43:20]
order. The town didn't have the
[1:43:21]
opportunity to to you know recommend
[1:43:24]
this previously and so now we're trying
[1:43:26]
to sort of clean it up and you know we
[1:43:29]
need to be careful that we do it. So, so
[1:43:30]
I think there was an opportunity to do
[1:43:32]
it previously and that is when the town
[1:43:35]
met with the owner and said stop
[1:43:39]
and then they said we need you need to
[1:43:41]
get a grading permit and so during the
[1:43:44]
act of getting a grading permit would be
[1:43:47]
when would be one of the times when
[1:43:51]
>> one spot right
[1:43:53]
>> um
[1:43:53]
>> but again the grading permit was done
[1:43:55]
after the fact not before the fact
[1:43:58]
>> right but at the time that the grading
[1:44:00]
permit was done, a geotechnical report
[1:44:03]
could have been required
[1:44:06]
to before before the grading permit the the grading permit was was was
[1:44:12]
given.
[1:44:14]
So I think in a sense there was an
[1:44:16]
opportunity
[1:44:17]
and it didn't come to us but it was
[1:44:20]
taken at the time um and decided at the
[1:44:23]
time that the engineering data that was
[1:44:26]
available was sufficient.
[1:44:29]
Um so I think it's you know to us to say
[1:44:32]
whether we feel that for the safety of
[1:44:36]
the c you know their customers that we
[1:44:38]
require it
[1:44:41]
not with a grading permit but now with
[1:44:43]
the DDR which we also have the
[1:44:46]
opportunity to to do.
[1:44:49]
Um,
[1:44:53]
okay. So, it seems to me like we've got
[1:44:55]
one who says we should require the or
[1:44:58]
recommend that the DCD require the
[1:44:59]
report, one that says perhaps not. Be
[1:45:03]
curious. The other three.
[1:45:10]
Yeah, I I'm stuck that this wouldn't
[1:45:12]
even be here if he if we didn't have
[1:45:14]
this many parking spots where this rule
[1:45:17]
should actually apply to even one
[1:45:18]
parking spot. Tech
[1:45:21]
technically, if we're worried about
[1:45:22]
this, any parking spot should have this
[1:45:25]
done.
[1:45:25]
>> Well, I'm not worried about whether
[1:45:27]
there's a parking spot or not. I'm
[1:45:28]
worried about the fact that, you know,
[1:45:30]
this is in a a geoactive area that is,
[1:45:33]
you know, substantial slope ups slope of
[1:45:36]
it and we've moved some soil down at the
[1:45:38]
bottom and maybe it doesn't happen to be
[1:45:40]
30% right there. But, you know, if it's a geoactive slope that's fairly
[1:45:46]
steep and you you know, you take the
[1:45:49]
last rock at the bottom that's holding
[1:45:50]
it up, the whole thing comes down.
[1:45:52]
That's a real problem. But
[1:45:54]
>> then that should have been taken care of
[1:45:56]
in the grading permit.
[1:45:58]
I didn't have a vote on that.
[1:46:01]
>> So that's where I'm
[1:46:03]
>> have a vote on this
[1:46:03]
>> stuck is um so the grading permit was
[1:46:07]
approved
[1:46:08]
and so it's been
[1:46:11]
graded
[1:46:13]
>> and
[1:46:15]
what's are we looking for mitigation
[1:46:18]
recommend?
[1:46:19]
>> It was graded before the grading permit
[1:46:20]
was approved.
[1:46:21]
>> Right. But
[1:46:22]
>> that's fine. But they they back and got
[1:46:24]
it.
[1:46:24]
>> Yeah. So that's like
[1:46:26]
>> that's that's [clears throat] water
[1:46:27]
under the bridge that they have a
[1:46:28]
grading permit.
[1:46:29]
>> Yeah. So we're approaching this that
[1:46:32]
there is a grading permit
[1:46:34]
that's graded
[1:46:37]
and
[1:46:39]
if we're approving the the the DDR and
[1:46:41]
if we're requiring this report what is
[1:46:44]
it that we're looking to accomplish
[1:46:46]
possible
[1:46:46]
>> mit two things I'm looking to
[1:46:48]
accomplish. One is some assurance that there isn't a problem there. Okay.
[1:46:53]
and we don't know because we didn't do
[1:46:55]
the study but I want to you know we
[1:46:57]
should make sure the town we have an
[1:46:58]
obligation to make sure that there isn't
[1:46:59]
a problem there and the other is
[1:47:01]
potential you know is there potential
[1:47:02]
liability that's been assumed by the
[1:47:04]
town because uh you know we we ended up
[1:47:08]
in this situation and we need to do we
[1:47:10]
need to correct it so
[1:47:13]
>> can I offer a suggestion
[1:47:15]
>> just an observation um both positions are compli liant with the code. Right?
[1:47:24]
So either way you go, whether you decide
[1:47:27]
that a geotechnical report is required,
[1:47:30]
uh that's backed up by the code. If you
[1:47:33]
decide that it's not required, that's
[1:47:36]
also backed up by the code. So just to
[1:47:38]
kind of give you the insurance that that
[1:47:40]
either way with this being a design
[1:47:43]
development review, a geotechnical
[1:47:45]
report is is a requirement of design
[1:47:50]
development reviews in certain
[1:47:52]
instances. So the fact that it wasn't
[1:47:54]
required for the grading permit doesn't
[1:47:57]
preclude you from asking for it. Now, if the commission thinks that it it is
[1:48:02]
needed,
[1:48:06]
» I think it could be helpful
[1:48:09]
even if it, you know, there was, like I
[1:48:12]
said, I look at these maps of the hazard
[1:48:15]
areas and
[1:48:19]
just uh being responsible to the
[1:48:22]
community from a safety perspective and
[1:48:24]
visitors and
[1:48:28]
It's kind of
[1:48:31]
better safe than sorry kind of mentality
[1:48:33]
I guess
[1:48:42]
» and that's kind of what to Terry's point
[1:48:44]
was with through the engineering
[1:48:48]
question.
[1:48:50]
>> No, go ahead.
[1:48:54]
Wilson, my question is,
[1:48:57]
I mean, that's a lot of red. It goes
[1:48:59]
across the street. It goes everywhere.
[1:49:00]
We know that there's parking just to the
[1:49:02]
north that's that's under a very, very
[1:49:05]
tall, very, very steep slope, far
[1:49:07]
steeper than mine. My question is, if we
[1:49:10]
go through the through the time, money,
[1:49:12]
effort to get a report, and they say,
[1:49:14]
"Yep, that's a landslide."
[1:49:17]
Then what?
[1:49:20]
Well, the real I mean, is parking still
[1:49:22]
legal? And and and if and if it isn't,
[1:49:26]
>> that landslide applies to everything
[1:49:28]
there that's parking that the town's
[1:49:29]
aware of. And and and those are my
[1:49:31]
competitors, whether it's the Heatons or
[1:49:33]
the Town or whatever. Those are
[1:49:34]
competing. They're allowed to park
[1:49:36]
there. Does it change anything? That's
[1:49:38]
what I'm really asking.
[1:49:39]
>> Well, the the report would recommend a
[1:49:41]
mitigation if there was a if there was
[1:49:44]
any possible mitigation.
[1:49:47]
>> If if if the report says, "Yeah, there's
[1:49:48]
a landslide.
[1:49:50]
Does everybody do mitigation there?
[1:49:51]
>> Well, this is rockfall, not landslide.
[1:49:53]
But
[1:49:53]
>> well, no, actually, well, there's both.
[1:49:55]
>> But I mean, if you pull if you pull
[1:49:56]
lands,
[1:49:56]
>> it falls in both.
[1:49:57]
>> And I want to just make a point. Pull
[1:49:58]
the landside one where where the town
[1:50:00]
has people parking along the highway is
[1:50:02]
far farther into the red by far and
[1:50:05]
under a steeper slope than where I am.
[1:50:07]
My question is if they say, "Yep, that's
[1:50:09]
a landslide." Because we all know they
[1:50:10]
will.
[1:50:12]
Does it mean I I get it. We're not
[1:50:14]
building a building. And that would be
[1:50:15]
affected. They would say you can't have
[1:50:16]
human occupancy because but it's a
[1:50:18]
parking lot or or or whether it's a
[1:50:20]
planter or a lounge or a drinking
[1:50:22]
fountain. Does it preclude it anyway?
[1:50:25]
Are we gaining anything by that report?
[1:50:27]
And if it does, does it make my
[1:50:29]
competitors do something who are parking
[1:50:32]
right next to it in the same space?
[1:50:34]
That's what I was wondering. Because I'm
[1:50:35]
happy to get a report. I don't mind the
[1:50:36]
money, the effort, whatever. Does it
[1:50:38]
actually accomplish anything? So, so
[1:50:40]
here here's what I feel like it would it
[1:50:43]
could accomplish and it's it's yes,
[1:50:46]
you're right. It's a landslide. We all
[1:50:48]
kind of know that and the engineer is
[1:50:50]
going to say that. The question is for
[1:50:52]
this particular project, are there
[1:50:56]
mitigations that the engineer identifies
[1:50:59]
should be done or need to be done?
[1:51:01]
>> Say it's a risk. There needs to be a
[1:51:03]
mitigation.
[1:51:03]
>> There needs to be a mitigation to the
[1:51:04]
risk. It doesn't say you can't have the
[1:51:06]
parking lot. that says maybe that maybe
[1:51:09]
there needs to be some reinforcement in
[1:51:11]
the wall or maybe there needs to be some
[1:51:13]
other thing. Um us not being
[1:51:15]
>> would that be like a a letter from him
[1:51:17]
saying we know there's a risk because
[1:51:19]
there's a landslide here. But
[1:51:21]
>> the thing the thing that we need most is
[1:51:23]
what are the recommendations?
[1:51:25]
>> It's not so much if there's a landslide,
[1:51:27]
but is there any work that's been done
[1:51:29]
that's going to you know induce a
[1:51:30]
landslide or potentially
[1:51:31]
>> I mean like the road cut, right? The SR9
[1:51:34]
road cuts huge. So
[1:51:37]
>> we're not talking about that one. We're
[1:51:38]
talking about this one,
[1:51:39]
>> but it's right there and it's
[1:51:41]
competitor.
[1:51:42]
>> It's irrelevant for this discussion.
[1:51:43]
>> Okay. Okay.
[1:51:44]
>> So, and to answer your second question
[1:51:46]
on that, if any of these other fac you
[1:51:50]
know other facilities in the area came
[1:51:52]
with a plan to do some more work, they
[1:51:55]
would also
[1:51:57]
>> go through this. So it's we really take
[1:51:59]
care of when work is done. If it's been
[1:52:02]
done before we don't have authority to
[1:52:04]
go in and make them change. I mean by
[1:52:06]
the same in that same area I put in far
[1:52:10]
more concrete
[1:52:11]
400
[1:52:13]
2,000 square feet of concrete where
[1:52:16]
pedestrians get out of their car and
[1:52:19]
walk.
[1:52:21]
There's no problem with that it seems.
[1:52:23]
But the smaller area that I'm talking
[1:52:25]
about six parking stalls or seven I
[1:52:27]
think
[1:52:29]
like why is that being scrutinized in
[1:52:32]
the same development? I mean, they seem
[1:52:33]
to be happy with the sidewalk that I put
[1:52:34]
in. But that's the same thing. I whether
[1:52:36]
it's concrete or asphalt or whatever,
[1:52:38]
parking, pedestrian, whatever. I guess
[1:52:40]
I'm just saying, are we actually
[1:52:41]
accomplishing anything with that if
[1:52:44]
because we know they're going to say
[1:52:45]
it's a landslide?
[1:52:47]
>> Question is, are they going to recommend
[1:52:50]
specific mitigations for this particular
[1:52:52]
project?
[1:52:53]
>> Thank you for the clarification.
[1:52:55]
But in in my opinion on that is if you
[1:52:57]
want to stop a line landslide, it's
[1:53:00]
going to have to be a big it's going to
[1:53:02]
affect more than just what he's done.
[1:53:04]
>> I I don't think it's the objective to
[1:53:06]
stop a landslide for what we're doing
[1:53:09]
>> to mitigate it.
[1:53:10]
>> It's to mitigate this particular
[1:53:13]
project, right? To mitigate if a
[1:53:15]
landslide does occur, mitigate the
[1:53:17]
damage that would occur or the danger
[1:53:19]
that would occur in this project in this
[1:53:22]
parking lot.
[1:53:29]
is up to my discretion
[1:53:31]
>> if you'd like to. Yeah.
[1:53:32]
>> Okay. Sure.
[1:53:44]
» The whole area
[1:53:46]
is
[1:53:50]
we saw what happened in 1992.
[1:54:00]
and some rain on the slide and it it
[1:54:02]
slid down and and did um you know
[1:54:05]
massive slide on State Road 9 and and
[1:54:08]
threatened one of the hotels on the
[1:54:10]
other side of the road.
[1:54:12]
This landslide has been mapped. It's
[1:54:14]
considered to be hazardous. It's a red
[1:54:17]
zone as you can see uh the highest uh
[1:54:20]
landslide. It's active as well.
[1:54:23]
And so the um I spoke within the last
[1:54:27]
week a couple times with the guy at the
[1:54:30]
Utah Geologic Survey who is an expert on
[1:54:33]
the Utah on excuse me the Springdale
[1:54:36]
landslide.
[1:54:37]
and he says that he when he drove
[1:54:40]
through town a couple years ago,
[1:54:43]
he saw that a parking lot had been put
[1:54:45]
up u you know the one that we're talking
[1:54:48]
about tonight and he was very concerned
[1:54:50]
at the safety associated with that
[1:54:53]
parking lot because he looked at the
[1:54:55]
concrete walls. He questioned whether
[1:54:58]
they'd been done done correctly, whether
[1:55:00]
there'd been any engineering at all done
[1:55:03]
to substantiate risk. And so he's
[1:55:07]
Uh I brought to his attention that more
[1:55:10]
spaces were being added. He said he's
[1:55:13]
very uncomfortable with the safety
[1:55:15]
associated with those spots. So, it
[1:55:19]
seems to me that, you know, a step that
[1:55:21]
could be taken would be to have the town
[1:55:24]
sponsor a study, a geologic study or,
[1:55:29]
you know, I'm not good with the
[1:55:30]
terminology, Terry, but a a geologic
[1:55:34]
geolog the geologic work that's needed
[1:55:37]
to map the landslide and determine
[1:55:39]
whether there's a danger or not.
[1:55:42]
When I spoke with him today, I said,
[1:55:45]
"Could that landslide come down and and
[1:55:48]
block State Road 9?" He said, "Most
[1:55:50]
definitely it could if there, you know,
[1:55:53]
if if it were to give way,
[1:55:56]
uh, you know, and and it could slide
[1:55:58]
across State Road 9. Another thing that
[1:56:00]
could happen is that because of the cuts
[1:56:03]
that have been put in, there could be a
[1:56:06]
slough of earth that comes down on the
[1:56:08]
surface that would cover the cars or or
[1:56:11]
you know damage the cars within the
[1:56:13]
parking lot. So I personally think that
[1:56:17]
the Utah Geologic Survey should be um
[1:56:20]
consulted with um before we make
[1:56:24]
decisions regarding
[1:56:26]
um you know our our visitor safety. Uh,
[1:56:30]
and you know, we could accomplish that
[1:56:33]
by having the town's engineer look at
[1:56:35]
the property and and see what the safety
[1:56:38]
factors are.
[1:56:41]
>> Thank you.
[1:56:44]
» Please.
[1:56:48]
» Hi, Gil Kefir. Um
[1:56:52]
the person that Tom talked to, the uh
[1:56:55]
engineer,
[1:56:56]
um Tom kind of played it down a little
[1:56:59]
bit, but his uh his hair was on fire
[1:57:03]
when he talked to Tom. Uh I also talked
[1:57:06]
to a local uh structural engineer over
[1:57:09]
the weekend and her hair was on fire. Um
[1:57:14]
they're uh very concerned that even the
[1:57:18]
existing parking lot is in a slide zone.
[1:57:21]
Um
[1:57:23]
the parking on State Route 9, that's the
[1:57:25]
town's problem. They put that in. Who
[1:57:28]
cares? I mean, that's that's that's a
[1:57:30]
what aboutism that has nothing to do
[1:57:33]
with this discussion. Uh the discussion
[1:57:36]
is about what is happening with that um
[1:57:41]
uh parking lot as well as the additional
[1:57:43]
spots. And um if you want to understand
[1:57:48]
why these people's hair are on fire,
[1:57:52]
Google um or get on uh AI, Google,
[1:57:57]
Gemini or what whatever ask them the
[1:58:00]
question,
[1:58:02]
what would happen if I make a 50 foot by
[1:58:05]
70 foot cut into the toe of a 65 degree
[1:58:09]
hill? Now he says less than 30. I doubt
[1:58:14]
that but we don't know that until we get
[1:58:16]
a geological study done on that hill. I
[1:58:19]
believe it's 65. I looked at uh also on
[1:58:25]
they will give you if you look under AI
[1:58:28]
they will give you what it looks like to
[1:58:31]
be a 30 foot slope versus a 65 slope.
[1:58:36]
Also in this discussion we're talking
[1:58:40]
slope versus grade. And uh what's
[1:58:44]
happening is uh those two terms are
[1:58:47]
getting confused.
[1:58:50]
Slope of a hill is about um twice the
[1:58:53]
amount of grade. So you have to look at
[1:58:58]
what you're you're actually talking
[1:58:59]
about. So, um, we probably could use a
[1:59:02]
little primer on those two different
[1:59:05]
definitions. Okay. So going back to um
[1:59:13]
response from AI,
[1:59:15]
making a 50 to 70 foot cut into the toe
[1:59:19]
of a 65 degree slope will severely
[1:59:23]
compromise its stability and likely
[1:59:26]
trigger a localized or widespread slope
[1:59:30]
failure.
[1:59:32]
Um let's see, the last one is actually
[1:59:37]
Well, that's that was the first. Then it
[1:59:39]
gets into some some definition of what
[1:59:43]
they talk about.
[1:59:45]
Uh
[1:59:47]
summary of the results. Slope failure
[1:59:50]
guaranteed.
[1:59:52]
Cutting into the toe of a 65 degree hill
[1:59:57]
removes the structural foundation of the
[1:59:59]
slope causing an immediate or highly
[2:00:03]
imminent localized landsc landslide that
[2:00:07]
poses a severe threat to life and
[2:00:10]
property.
[2:00:12]
That that's one definition. So, uh I
[2:00:16]
I've got another definition here if
[2:00:18]
you'd like to hear it. But this is not
[2:00:20]
good. This is why those those two
[2:00:23]
engineers hair was on fire about
[2:00:26]
anything happening in this parking lot
[2:00:30]
or this new it's not that not
[2:00:32]
necessarily parking lot but it's cutting
[2:00:35]
into the toe of that hill and the hill
[2:00:38]
the grade comes down at 65 and then it
[2:00:41]
comes across. That's the toe of the
[2:00:44]
hill. It's like your your foot.
[2:00:47]
you start cutting off the toes of your h
[2:00:49]
the hill, all of a sudden it removes all
[2:00:51]
the structural stability of that hill
[2:00:54]
and
[2:00:56]
um I'll stop there.
[2:00:58]
>> Thank you.
[2:01:10]
I can't help but be in a place um I my
[2:01:16]
interest is not to shut the parking lot
[2:01:19]
down, but just see if there's anything
[2:01:21]
we can do so that everybody feels
[2:01:24]
comfortable in the community and um that
[2:01:27]
it's a successful
[2:01:29]
project. And
[2:01:32]
um I'm leaning on the side of the
[2:01:35]
report. I I mean the fact that there was
[2:01:40]
engineering done on it um
[2:01:45]
I mean that is important and resonates
[2:01:48]
with me but I think given this this
[2:01:52]
circumstance
[2:01:53]
it could be beneficial to get that
[2:01:55]
report just from a responsibility
[2:01:58]
perspective.
[2:02:05]
thoughts?
[2:02:07]
>> No.
[2:02:12]
» Yeah. My my question is
[2:02:16]
the report covers a parking lot. This
[2:02:18]
seems like a bigger issue than the
[2:02:19]
parking lot. Do we need to have a study
[2:02:22]
for this whole area?
[2:02:27]
This could be something that we could
[2:02:28]
discuss separately. It's wouldn't be a
[2:02:31]
gerine to this action item. It's
[2:02:35]
probably something that might really
[2:02:37]
need to go to the town council,
[2:02:39]
but we could as planning make a
[2:02:42]
recommendation to the town council.
[2:02:46]
>> In this instance, any report that you
[2:02:49]
would condition would be sight specific.
[2:02:51]
>> Yeah. anything that in this case it
[2:02:53]
would be a sight specific report.
[2:02:55]
>> I feel like you know if we've
[2:02:58]
>> maybe in a sep separately discussed in a
[2:03:01]
work meeting the whole issue of high um
[2:03:06]
high high danger landslide andification
[2:03:09]
type of things. We might come up with a
[2:03:12]
recommendation for the town council
[2:03:14]
about how ordinances might be modified
[2:03:16]
or we might deal with that, but it
[2:03:20]
wouldn't apply to this specific case. I
[2:03:23]
don't think
[2:03:24]
>> my my concern and I guess I
[2:03:27]
>> go ahead.
[2:03:28]
>> If I could
[2:03:30]
Utah Geologic Survey came down about
[2:03:33]
five years ago and gave a talk and
[2:03:35]
they'd be willing to come down again to
[2:03:37]
talk about landslide risk. um with the
[2:03:42]
guy who's the specialist on the
[2:03:43]
Springdale landslide. Uh he could focus
[2:03:46]
on that if you'd want. So that's an
[2:03:48]
option for you if you'd like to do that
[2:03:50]
u some sort of training or presentation
[2:03:53]
uh going forward. But at this point I
[2:03:56]
think we need to understand the uh the
[2:03:59]
impact that this particular project has
[2:04:02]
on the the stability of the surrounding
[2:04:04]
area whether it whether it's
[2:04:06]
contributing to instability or degrading
[2:04:09]
the stability of the existing situation
[2:04:11]
or it's or if it's benign and you know
[2:04:14]
it's a I mean I recognize there's some
[2:04:16]
expense involved in that for somebody
[2:04:18]
but you know it seems a reasonable thing
[2:04:20]
to do given the circumstances and the history of this particular area
[2:04:25]
right here. So,
[2:04:33]
» no.
[2:04:37]
» Mr. Wilson, do you have any other
[2:04:39]
comments since you know what you
[2:04:40]
actually did?
[2:04:45]
» Yep.
[2:04:49]
Um,
[2:04:53]
well, we could do a motion. Okay, just
[2:04:55]
we could do a motion to approve and add
[2:04:58]
a condition that a geotechnical report
[2:05:00]
needs to be done and the recommendations
[2:05:03]
followed.
[2:05:04]
We could do a motion to deny
[2:05:08]
with these reasons or potentially we
[2:05:10]
could even table it again and ask for
[2:05:13]
this information back before we decide.
[2:05:15]
>> Could I make a suggestion on on that
[2:05:18]
procedure- wise? Um if you if you are
[2:05:21]
minded to require the geotechnical
[2:05:24]
report the procedurally probably the
[2:05:26]
best thing would be to table that so
[2:05:28]
that it would come back to you for
[2:05:30]
review. If it's a condition, h it
[2:05:34]
doesn't automatically come back to the
[2:05:36]
town council and I I probably wouldn't
[2:05:39]
recommend denying it without first
[2:05:43]
having a look at it.
[2:05:44]
>> Well, and I guess there's a maybe an
[2:05:46]
additional option.
[2:05:49]
>> The information, you know, we had seven
[2:05:51]
specific items at the at the prior
[2:05:53]
meeting uh that we needed information.
[2:05:56]
We didn't get all of that. There's one
[2:05:59]
>> one that didn't come out. So in my in in
[2:06:01]
one one way look at it is it's still
[2:06:03]
tabled you know we can continue to leave
[2:06:06]
it tabled uh and then add the additional
[2:06:09]
>> requirement that they need we need to
[2:06:13]
the review
[2:06:18]
» you want to do it you want me to do it
[2:06:19]
>> you go ahead [laughter]
[2:06:21]
>> I got a roll on a roll here okay
[2:06:24]
>> one one comment since the grading permit
[2:06:26]
was already
[2:06:28]
given And
[2:06:29]
>> this is for the DDR, not the grading
[2:06:31]
permit.
[2:06:33]
>> Yeah. But can we make them put the
[2:06:35]
>> Yes.
[2:06:37]
>> Put the soil back? I mean, what's
[2:06:41]
Let's say they come and say, "Yeah, you
[2:06:42]
should have took that much soil. Put you
[2:06:44]
know,
[2:06:45]
>> well, that's that's up to the engineer
[2:06:47]
to come back and say, "This is the
[2:06:48]
mitigation." If they find that there's
[2:06:50]
an issue
[2:06:51]
>> or what you're saying is if the
[2:06:52]
mitigation is we have to re to return it
[2:06:55]
to its natural state.
[2:06:56]
>> Yeah. The engineer says there's no other
[2:06:58]
choice other than to remove. Um I think
[2:07:01]
we would have to deal with that at the
[2:07:02]
time it comes back. And I think that's
[2:07:03]
actually
[2:07:04]
>> but since they already had the grading
[2:07:05]
permit,
[2:07:07]
>> we already say it's okay to take it
[2:07:09]
away.
[2:07:10]
>> So that's my question.
[2:07:11]
>> The grading permit has been approved,
[2:07:13]
but the design development review has
[2:07:15]
not been approved. Um and so
[2:07:19]
any conditions that would arise from this assessment could be could be
[2:07:26]
um incorporated or
[2:07:28]
>> Okay,
[2:07:30]
good to know. Thanks.
[2:07:33]
>> We all comfortable with the table then?
[2:07:37]
>> Okay. The planning commission requests
[2:07:40]
to table the design development review
[2:07:42]
application for the expansion of the
[2:07:44]
parking lot at 50 Zion Park Boulevard as
[2:07:47]
discussed at the July 1st meeting 2026.
[2:07:51]
This motion is based on the following
[2:07:54]
findings. Parking lot expansion in
[2:07:57]
encroached into a landslide hazard area
[2:08:00]
as designated by the Utah Geologic
[2:08:03]
Survey and the required geological study
[2:08:06]
has not been submitted.
[2:08:09]
um the condition and we would like to
[2:08:12]
get a geo we'd like to request that the
[2:08:15]
DCD request a geotechnical report and
[2:08:19]
that that any uh recommendations from
[2:08:22]
that report be followed and that report
[2:08:25]
focus on the landslide and rockfall risk
[2:08:28]
to ensure that um there that we've
[2:08:32]
properly mitigated any risks associated
[2:08:36]
with the landsaw landslide side and
[2:08:38]
rockfall um issues. Um we would also
[2:08:43]
request that the drainage study uh did
[2:08:47]
the drainage study for the surface water
[2:08:49]
be submitted as it was missed uh in this
[2:08:52]
iteration.
[2:08:55]
>> Did you want to include a slope
[2:08:56]
stability analysis as well? Well, I
[2:08:59]
think my understanding is the
[2:09:02]
geotechnical report by requiring that it that it include dis include um
[2:09:12]
>> information on the landslide and
[2:09:14]
rockfall stability in the geotechnical
[2:09:17]
report.
[2:09:20]
Yeah, it would. And you can specifically
[2:09:22]
state that if you want the that
[2:09:24]
>> I think we just want to confirm that is a thing we are specifically
[2:09:28]
interested in.
[2:09:28]
>> Yeah.
[2:09:29]
>> So that the engineer would know to
[2:09:31]
provide us potentially more clarifying
[2:09:34]
information if if needed.
[2:09:39]
» I would second that.
[2:09:41]
>> Okay. So we have a motion second.
[2:09:44]
>> Any further discussion?
[2:09:48]
All in favor?
[2:09:50]
>> Rich I.
[2:09:51]
>> Terry I.
[2:09:52]
>> Jennifer I.
[2:09:53]
>> All I.
[2:09:56]
>> Motion passes.
[2:09:59]
Okay. The third action item
[2:10:02]
is DDR
[2:10:05]
watchman lot 8 and 11. Mr. Wendel
[2:10:09]
Bernett request design development
[2:10:11]
review approval for a single family home
[2:10:13]
with accessory structure at 2011 North
[2:10:17]
Fork Drive and a single family home at
[2:10:19]
211 North Fork Drive. Um staff contact
[2:10:22]
us Nile Connelly. Um presentation by
[2:10:25]
Nile.
[2:10:26]
>> Thank you. So as you indicated, this is
[2:10:29]
a design development review application
[2:10:31]
for two homes in the Watchman
[2:10:34]
subdivision. Uh, one of these homes has
[2:10:37]
an accessory building which will be used
[2:10:39]
as a guest house. Um,
[2:10:43]
at the last meeting the commission
[2:10:47]
approved an amendment to the subdivision
[2:10:49]
plat here. So, this uh that facilitated
[2:10:53]
this um this development.
[2:10:56]
So, the proposal for lot 8 is for a main
[2:10:59]
house which will be positioned in the
[2:11:01]
location of um an old excavation that
[2:11:06]
exists from a a development that was
[2:11:08]
started but never completed several
[2:11:10]
years ago. And then there will be a a
[2:11:13]
guest house which will be on the same
[2:11:15]
property but a little bit further up
[2:11:16]
that hill. Um and then the other home is
[2:11:21]
on lot 11.
[2:11:24]
Um so just a few points to note. Uh the
[2:11:27]
applicant is not availing of the
[2:11:29]
residential height and size bonus. So um
[2:11:33]
they're not they don't need to comply
[2:11:36]
with the town's architectural design
[2:11:38]
standards or materials or color palette
[2:11:40]
or the landscape requirements. Those um
[2:11:44]
those requirements are don't apply in
[2:11:46]
this case.
[2:11:49]
Um
[2:11:50]
the house on lot 11 uh has a cantal
[2:11:54]
lever over slopes of 30%. Um this is a
[2:11:59]
potential concern because the 30% slope
[2:12:02]
should not be uh disturbed during
[2:12:05]
construction. uh and the the architect
[2:12:08]
and the contractor who who are both here
[2:12:10]
actually have said it will be possible
[2:12:12]
to construct um without any disturbance
[2:12:16]
um if the commission is minded to grant
[2:12:19]
approval there's there's a condition
[2:12:21]
that that I've suggested that you might
[2:12:23]
want to apply there um to address that
[2:12:27]
point um and finally um
[2:12:33]
I think tonight is the night for
[2:12:34]
geotechnical called geologic hazard.
[2:12:37]
[laughter]
[2:12:38]
So following a similar theme, uh both of
[2:12:42]
these properties are in geolog geologic
[2:12:44]
hazard study areas. Um the applicant has
[2:12:48]
request that the the geotechnical report
[2:12:51]
be deferred until the building permit
[2:12:53]
approval stage. So
[2:12:57]
um usually it's required for the design
[2:12:59]
development review. Um once design
[2:13:02]
development review is approved then the
[2:13:05]
applicant submits the engineer drawings
[2:13:07]
to staff for the building permit. Uh so
[2:13:10]
they've requested in this instance that that assessment take place at that
[2:13:14]
stage. Um so the commission should
[2:13:17]
deliberate on whether or not that's
[2:13:19]
appropriate. Um if if granted um any
[2:13:25]
approval should be conditional on that
[2:13:28]
assessment being completed prior to
[2:13:30]
issuance of a building permit. Um so I'd
[2:13:34]
be happy to answer any questions. The
[2:13:36]
architect is here also and the
[2:13:38]
contractor and the engineer. So you have
[2:13:41]
lots of people to answer your questions.
[2:13:48]
So you'll be given an opportunity to go
[2:13:51]
up to the stand and kind of make those
[2:13:54]
comments.
[2:13:55]
>> Yeah.
[2:14:01]
» Sure. Yeah. As soon as um we're done
[2:14:03]
asking Nile questions, if you could step
[2:14:05]
up to the microphone, that would be
[2:14:07]
great. Does anybody have any questions
[2:14:09]
for Nile at this point? No, I actually
[2:14:12]
have a question for the
[2:14:13]
>> Okay. Yeah, please. Um, you can um come
[2:14:15]
forward.
[2:14:17]
>> Um, so my name is Wendell Bernett. I'm
[2:14:20]
the architect uh and I'm um the
[2:14:23]
applicant on behalf of of our client and
[2:14:26]
the owner of this property. Also, Jared
[2:14:29]
Bates uh is our civil engineer on this
[2:14:32]
project. And um and Jared uh and I have
[2:14:36]
been working closely on this uh since uh
[2:14:39]
last uh October
[2:14:42]
u when the property was closed upon.
[2:14:46]
So basically what I wanted to just say
[2:14:50]
uh on just to to add some clarification
[2:14:54]
is
[2:14:55]
we [clears throat] are we know full well
[2:14:58]
that we're doing a geological
[2:15:02]
investigation report. There's no
[2:15:04]
question that we're doing it. We're in
[2:15:07]
fact doing it.
[2:15:09]
But what we were proposing is simply
[2:15:12]
that
[2:15:14]
the that's um it's an involved process
[2:15:18]
um and we're taking it very seriously.
[2:15:21]
were working with the expert in the
[2:15:24]
state on the issues here in Springdale
[2:15:28]
and um and uh we simply wanted to defer
[2:15:35]
the signing of the part C of the geo haz
[2:15:41]
geologic hazard checklist.
[2:15:45]
um until the report is finalized and all
[2:15:49]
the testing has been finalized, what
[2:15:53]
happens is there uh are numerous borings
[2:15:57]
on the site. Uh that material is pulled
[2:16:00]
out of those borings and it takes uh a
[2:16:06]
month or more to analyze and do all the
[2:16:10]
various tests that are required to
[2:16:13]
assess uh what should be done
[2:16:17]
structurally.
[2:16:18]
And so the report is finalized and
[2:16:22]
that's not the end of it. Then there's
[2:16:24]
our structural engineer who's an expert
[2:16:27]
in seismic design
[2:16:30]
um and is familiar with this type of
[2:16:33]
seismic condition. They will then design
[2:16:37]
the structure
[2:16:39]
to um to to achieve uh partial or full
[2:16:45]
mitigation which is allowed by the code.
[2:16:48]
uh we were simply wanting to not expend
[2:16:52]
all of that expense
[2:16:56]
uh without knowledge that the design is
[2:16:59]
approved.
[2:17:01]
My uh assessment of the review
[2:17:06]
uh just to let you know we've been
[2:17:08]
working very closely with Tom Dancy
[2:17:11]
before he became town manager. It was
[2:17:14]
Nile Conny's project for six months. So
[2:17:17]
we we have been working through the
[2:17:20]
design January February
[2:17:24]
um then you know got everything where
[2:17:28]
they were comfortable with it that it's
[2:17:30]
meeting all the provisions of the code
[2:17:32]
relative to height etc etc etc. There's
[2:17:36]
a poll test that's been done on this
[2:17:37]
site. Uh then we submitted the DDR in
[2:17:42]
sometime in March or April I can't quite
[2:17:44]
remember. Um, and there's uh a replat uh
[2:17:49]
which has been approved. Uh, there was a
[2:17:53]
driveway variance that was approved. Uh,
[2:17:57]
we offered alternates that
[2:18:01]
um we presented were less compliant than
[2:18:05]
the the one that was in a non-compliant
[2:18:10]
30% slope. and and that was agreed upon
[2:18:13]
by the by the the the hearing officer
[2:18:17]
and that's all in Nile's report.
[2:18:20]
[clears throat] And so um what we're I
[2:18:24]
think we're different than the first two
[2:18:26]
cases. We're well aware that we're in in what we're in and we are just asking
[2:18:34]
for time to to
[2:18:38]
um well we don't want to be doing all
[2:18:41]
that without knowing that we can be here
[2:18:45]
be where we are located and the design
[2:18:49]
is approved
[2:18:51]
meaning the height of the building etc where it is all that stuff
[2:18:55]
everything that complies ies with the
[2:18:57]
land use ordinance
[2:19:00]
and what the the thing that Nile has not
[2:19:04]
read is you know he ticks through all
[2:19:06]
the things that are compliant.
[2:19:09]
So the only thing that we ask to be
[2:19:12]
deferred is to do to present not just
[2:19:18]
the geologic hazard the geolog geologic
[2:19:23]
investigation report
[2:19:26]
which addresses geologic hazards as well
[2:19:29]
as normal subsurface conditions for any
[2:19:33]
building anywhere [snorts] you are doing
[2:19:36]
a geotechnical investigation report to
[2:19:38]
determine the sole bearing values etc etc. But in order to
[2:19:45]
um to
[2:19:47]
show what what the structural design is
[2:19:51]
we we have to do we have to basically
[2:19:55]
get into full construction documents to
[2:19:58]
do that. So the simplest way of saying
[2:20:00]
this is it's a chicken and the egg
[2:20:02]
situation. Um we we we we we're asking
[2:20:08]
to just simply do that in our view for
[2:20:12]
this particular project for at the more
[2:20:14]
appropriate time. Nothing's getting
[2:20:17]
built. Nothing is happening uh until we
[2:20:22]
get the building permit. [snorts] and we
[2:20:25]
understand and respect the uh uh the
[2:20:29]
I've been doing this 45 years or more
[2:20:32]
may not look like it but I have and so
[2:20:37]
we we we just trying to do our due
[2:20:39]
diligence and do our normal thing that
[2:20:42]
we know we have to do and to present
[2:20:45]
that along with the full structural
[2:20:48]
engineering and we do that prior to the
[2:20:52]
building permits. So what Nile is saying
[2:20:55]
here is to approve
[2:20:59]
or deny con with the following
[2:21:02]
conditions that either the geotechnical
[2:21:06]
investigation report is allowed to be
[2:21:09]
deferred
[2:21:10]
prior to the building permit being
[2:21:14]
pulled
[2:21:16]
and prior to the building permit being
[2:21:18]
reviewed.
[2:21:20]
Um, so we will be submitting that to to
[2:21:26]
Nile and then Nile will say that this uh
[2:21:29]
has been done. I don't know if you've
[2:21:31]
read the geologic hazard checklist, but
[2:21:34]
it essentially
[2:21:36]
um it's a hold harmless agreement
[2:21:39]
basically
[2:21:40]
and it and it also talks about the the
[2:21:44]
mitigation etc. and you're you're all
[2:21:47]
that's going to be there.
[2:21:49]
So uh and then the second item is the
[2:21:53]
30% slope that he mentioned. Uh we're
[2:21:56]
confident that we can we are going to
[2:21:59]
build within the the the 10
[2:22:04]
within the 20 to 30% slope area up to
[2:22:08]
the 30% slope area. [snorts]
[2:22:12]
We will we're on one part we're
[2:22:15]
canolvering a walkway 3 ft over. We can
[2:22:20]
form that leave the formwork in. It can
[2:22:23]
be attached to the stem wall that's
[2:22:24]
within the uh allowable area. [snorts]
[2:22:28]
And the other we're going to can lever a
[2:22:31]
little further. We're going to construct
[2:22:32]
a platform that can be craned in and
[2:22:36]
then we have a work platform and we
[2:22:39]
protect all of that area. We're very very serious about protecting the
[2:22:45]
uh native vegetation
[2:22:48]
and uh and in the the 5 to 7 foot area
[2:22:52]
that we're going to fence around the
[2:22:53]
construction site, we will uh we will
[2:22:56]
save cryptobotic soil. We will save uh
[2:23:00]
small um detritus sticks and rocks and
[2:23:05]
I'm from Phoenix so we work in the
[2:23:07]
desert a lot. we will restore that
[2:23:10]
uh at the at the highest level that's
[2:23:13]
possible and we have a lot of experience
[2:23:15]
doing that. So we're very confident
[2:23:18]
there. Um I think Nile talked to one of
[2:23:21]
the two contractors that we're talking
[2:23:23]
to. One is here Mark Farenamp who is
[2:23:27]
also confident we can do this and we've
[2:23:29]
talked to our contractors about that. Um
[2:23:33]
he he's basically saying we are showing
[2:23:36]
that we can do it. He's just concerned.
[2:23:39]
Can we actually do it? And I feel like
[2:23:43]
we need to get be given the opportunity
[2:23:44]
to do that and we will be doing that. We
[2:23:48]
take all of this. Our client takes it
[2:23:50]
all very seriously too. He wants the
[2:23:52]
site to be as natural as possible. The
[2:23:54]
third item, this is on the last page of
[2:23:57]
the staff report. The subdivision plat
[2:24:00]
amendment which was approved on the by
[2:24:02]
the town June 17th must be recorded with
[2:24:05]
Washington County prior to issuance of
[2:24:07]
the BU building permit which will be
[2:24:10]
done. But there's a couple of there's
[2:24:12]
one or little one or two little details
[2:24:14]
there that are kind of chicken and egg
[2:24:16]
situation.
[2:24:18]
So
[2:24:19]
that's um so I I just want to be clear.
[2:24:22]
We're not we're not we didn't build
[2:24:25]
something.
[2:24:26]
Nothing is and and we're not um we're
[2:24:29]
not not going to do what we have to do
[2:24:33]
here. We're just asking for it to be
[2:24:35]
deferred
[2:24:36]
so that we can submit
[2:24:40]
a signed part C that we're confident
[2:24:44]
that everything can be met per the code.
[2:24:50]
I to ask some questions.
[2:24:53]
>> Yeah, some questions.
[2:25:00]
Oh, so just so I understand you
[2:25:02]
correctly, um, just in your experience,
[2:25:06]
this this is what I think I I'm hearing
[2:25:08]
you say. In your experience, it in
[2:25:11]
general makes more sense to do it in
[2:25:14]
that order that there's not anything
[2:25:16]
that's necessarily unique to these
[2:25:19]
structures. Is that right?
[2:25:22]
It's just the site is we're at the toe
[2:25:26]
of a landslide that is a mile by a mile.
[2:25:30]
>> Okay. and but when and we we're into it
[2:25:34]
enough that we're it's look it uh RG a
[2:25:38]
technical engineer who is uh Jim
[2:25:40]
Norquist with AGC is is um we've
[2:25:45]
recently received some uh analysis that
[2:25:49]
you know we are u he's he's very
[2:25:51]
confident and he's been confident from
[2:25:54]
the minute you know he gave us a
[2:25:56]
proposal and so forth. We just have to
[2:25:58]
go through the steps and then we have to
[2:26:00]
work with our engineer to to demonstrate
[2:26:04]
through the design and through the
[2:26:06]
drawings that we're achieving uh partial
[2:26:09]
or full mitigation which is allowed by
[2:26:12]
the code.
[2:26:12]
>> Okay. Thank you.
[2:26:17]
» State your name.
[2:26:18]
>> Jared Bates with Rosenberg Associates. I
[2:26:21]
think maybe to help answer your question
[2:26:22]
as well too, um you know, due to the
[2:26:24]
complexity of the site, um the
[2:26:26]
recommendations that that the geological
[2:26:28]
engineers are going to make are very
[2:26:30]
specific to the exact location. And so
[2:26:33]
if if we have to move this building 20
[2:26:35]
ft one way or the other, we're going to
[2:26:36]
have to go back and and do another
[2:26:38]
boring that's 80t deep. And so because
[2:26:41]
it's it's so specific, I I think that
[2:26:43]
the idea is, hey, let's make sure we
[2:26:44]
know where exactly where the house is at
[2:26:46]
so we can be confident that that we got
[2:26:47]
the ideal places to make the borings to
[2:26:50]
determine that it is the right
[2:26:51]
mitigation because if if it's not, then
[2:26:53]
they're going to have to redo it. I
[2:26:54]
think again I think everyone understands
[2:26:56]
the risk of the site and so we're ready
[2:26:57]
to to adequately deal with it. We want
[2:26:59]
to make sure that we're in the right
[2:27:00]
spot.
[2:27:01]
>> Yeah, that's helpful. [clears throat] I
[2:27:02]
hear from both of you that it's that
[2:27:03]
it's site, not necessarily structure.
[2:27:06]
Yeah,
[2:27:06]
>> that's a great point. I mean, we we
[2:27:09]
wanted we had
[2:27:12]
um
[2:27:14]
after the driveway variance was
[2:27:16]
approved,
[2:27:18]
um we we have proceeded to do the
[2:27:22]
borings
[2:27:24]
because we were confident that we could
[2:27:27]
be where we were proposing
[2:27:30]
uh that also we could have, you know,
[2:27:32]
the driveway access. We had alternate
[2:27:35]
proposals. We had also reviewed those
[2:27:37]
proposals with the fire marshall
[2:27:39]
relative to fire access and all of that.
[2:27:41]
So, uh you know, it's been a kind of
[2:27:45]
multiple things that need to get
[2:27:47]
approved and and then it's we we do not
[2:27:51]
we will not be moving anything from
[2:27:55]
where we are. we will be able to achieve
[2:27:58]
uh everything but we need time to
[2:28:01]
demonstrate that through the normal
[2:28:04]
process of doing
[2:28:07]
what I would describe the DDR as a
[2:28:09]
design development which is like a 30
[2:28:11]
35% of our contract
[2:28:14]
uh there's 40% to go to do the remainder
[2:28:17]
of the construction documents the
[2:28:19]
blueprints and then of course we're
[2:28:21]
involved in construction
[2:28:24]
as will be the geotechnical engineer and
[2:28:27]
the structural engineer etc. So we we
[2:28:30]
just you know re really we're just
[2:28:32]
feeling it's uh we wanted def we we're
[2:28:36]
just simply asking to defer it. We're
[2:28:38]
not asking to not do it. Uh we and I I
[2:28:42]
can assure you that we're uh you know
[2:28:45]
we're protecting our clients investment
[2:28:49]
in in this property and the the project.
[2:28:54]
And uh we just can't, you know, just
[2:28:58]
sign it and not have done the work to
[2:29:02]
show that it we we're confident that and
[2:29:05]
present that that when we're signing it,
[2:29:08]
we're not just signing it. we actually
[2:29:09]
know we can do everything we're signing.
[2:29:16]
» So, um,
[2:29:18]
one option I I can think of is we could table this based upon saying
[2:29:26]
that we need the geotechnical report.
[2:29:29]
Um, but before we do that, we could have
[2:29:32]
our discussion and deliberation. It
[2:29:35]
sounds to me like your primary concern
[2:29:38]
is that the locations defined in the
[2:29:41]
drawings at this point can be that we
[2:29:45]
would have discussed them and felt that
[2:29:47]
they are fine and you could then move
[2:29:50]
forward. Is that a good enough
[2:29:52]
understanding?
[2:29:53]
>> Yeah. If you roll this back to the site
[2:29:55]
plan um that was at the beginning I
[2:29:59]
think here right there. Yeah. I mean,
[2:30:03]
generally speaking, we feel comfortable
[2:30:06]
with the process that we've gone through
[2:30:10]
with the town. I mean, I would um I
[2:30:13]
would I've been saying
[2:30:16]
this is the most uh
[2:30:22]
complex and say integrated uh code that
[2:30:28]
I've worked in in my entire career. And
[2:30:32]
I would additionally say that the people
[2:30:34]
that are helping you administer the code
[2:30:38]
over here are some of the most competent
[2:30:42]
people I've ever worked with. So we
[2:30:45]
we're we're we're
[2:30:47]
not skirting anything here for sure. And yes, I I my hope was that we could
[2:30:56]
have approval just so that we have the
[2:30:59]
approval and and meaning it's a
[2:31:01]
conditional approval and there's no
[2:31:04]
chance that something's going to come up
[2:31:06]
that you don't agree with the planning
[2:31:10]
department and giving us comments which
[2:31:14]
we've addressed and we got it down where
[2:31:16]
there are no more comments. We revised
[2:31:19]
the DDR. There were a few a couple of
[2:31:22]
weeks ago when we finally got the
[2:31:23]
comments. Nile agrees that those are
[2:31:27]
that we're complying and compliant with
[2:31:29]
all those now.
[2:31:31]
And then there are just these three
[2:31:33]
items that are mentioned at the last
[2:31:35]
page. So yeah, I I would love to I on
[2:31:40]
behalf of our client would love to know
[2:31:43]
that
[2:31:45]
the design is approved. we can be where
[2:31:48]
we are and the only thing is that uh we
[2:31:53]
have to submit that geotechnical
[2:31:55]
investigation report before we go into
[2:31:58]
plan review and before we go to submit
[2:32:02]
for building permit
[2:32:04]
>> one one question there was some talk
[2:32:06]
about it's can levers which sounds
[2:32:08]
really cool and then in the text here it
[2:32:10]
says it's something we should discuss
[2:32:12]
well I actually have no idea what to
[2:32:14]
discuss so you say you're confident you
[2:32:17]
and do the can lever can levering. Is
[2:32:20]
there a backup plan if something goes
[2:32:21]
wrong?
[2:32:22]
>> The backup plan is we don't do the can
[2:32:24]
leave.
[2:32:25]
>> That's a good backup plan. Yeah, I'm
[2:32:27]
sure you don't want to do that, but that
[2:32:29]
works.
[2:32:30]
>> Be over the 30% slope in a way that does
[2:32:34]
that nothing is damaged.
[2:32:36]
>> We don't do it. That's the backup plan.
[2:32:40]
And we, you know, I think it's pretty
[2:32:43]
clear that that we we the contractors
[2:32:47]
and we know that y'all are out there
[2:32:50]
inspecting this stuff. We know we have
[2:32:52]
to comply with everything. We, you know,
[2:32:54]
it's not like we can say it and then not
[2:32:56]
do it, you know, and we also gen
[2:33:00]
genuinely want to protect the site. This
[2:33:03]
is a little bowl back there. So, let me
[2:33:07]
point to this so you can see what I'm
[2:33:08]
pointing to. that lot 11
[2:33:12]
is just a special little spot that's at
[2:33:14]
the bottom of this bowl that is the
[2:33:16]
quietest part on the site, the quietest
[2:33:19]
place on the site.
[2:33:22]
Uh where you literally can hear a plane
[2:33:25]
flying overhead at 30,000 ft and that is
[2:33:28]
all you can hear. And then you can hear
[2:33:30]
the baby big horn being trained by their
[2:33:33]
parents on Johnson Mountain. That's all
[2:33:36]
you can hear. you can't hear even a loud
[2:33:38]
motorcycle on State Road 9. So, we just,
[2:33:41]
you know, the client wanted this
[2:33:43]
different experience there. Um, and so,
[2:33:47]
you know, that's u we we've just pushed
[2:33:50]
it
[2:33:52]
um back in it just happened to be that
[2:33:55]
shape.
[2:33:57]
There are two parallel sides and then
[2:33:59]
there's the back and then there's a
[2:34:00]
little perennial wash that runs there.
[2:34:02]
We're at the uh you know above the the
[2:34:06]
flood line on that. So anyway, all this
[2:34:10]
is is just we want we want to be there.
[2:34:12]
What's canievering out over there is a
[2:34:14]
dry sauna with a great view. And then
[2:34:17]
there's a little canal lever plunge pool
[2:34:20]
that is a is is a plunge a after you're
[2:34:24]
in the sauna. And then on the other side
[2:34:26]
is a is a little
[2:34:30]
relaxation cave that looks up the west
[2:34:33]
slope and it's just a walkway to get
[2:34:36]
around that and to the front of the main
[2:34:39]
house there. So but if if we if it
[2:34:44]
doesn't if we cannot do it with but if
[2:34:47]
we cannot uh adhere to the code which is
[2:34:50]
very clear uh then the backup plan is we
[2:34:53]
don't do it.
[2:34:56]
>> So you feel you you at this point you
[2:34:58]
believe you can do these can levers
[2:35:00]
without disturbing the 30% slope.
[2:35:03]
>> Absolutely.
[2:35:05]
and um the town would inspect that
[2:35:09]
process and make sure that that they
[2:35:14]
succeed.
[2:35:15]
>> Yeah. So, the the way that works is at
[2:35:17]
the beginning of a construction project,
[2:35:20]
uh we'll meet with the contractor to um
[2:35:23]
and they'll they will have fenced off
[2:35:25]
all the 30% slopes and then we do
[2:35:28]
inspections every week. We stop by to
[2:35:31]
make sure things are on track. So if um
[2:35:36]
I if if it's not working, we will know
[2:35:40]
within a week. So
[2:35:43]
I have something um separate. Um so the
[2:35:47]
finished floor elevation in that can
[2:35:51]
levered section. As I looked at the
[2:35:53]
drawings, it appeared possibly that it
[2:35:56]
might be more than 4 feet vertical
[2:35:59]
distance above the natural grade.
[2:36:02]
Um, and I don't know that you would know
[2:36:04]
that off the top of your head, but part
[2:36:06]
of our ordinance is uh 1019A
[2:36:10]
10 C um talks about this. And um
[2:36:15]
basically it says if the vertical
[2:36:17]
distance between either the natural
[2:36:19]
grade or cut grade and the finished
[2:36:22]
floor elevation of the first floor of a
[2:36:24]
structure at any point on the exterior
[2:36:28]
building surface such as basement walls,
[2:36:31]
crawl spaces, etc.
[2:36:33]
um exceeds 4 feet, then the area of the
[2:36:37]
structure below the the FE the first
[2:36:40]
floor elevation um shall be included in
[2:36:44]
the building square footage.
[2:36:46]
So part of uh what has proposed here are
[2:36:51]
three buildings that are less than 3,000
[2:36:53]
square feet and therefore we're not uh
[2:36:57]
implementing the colored pallets and
[2:37:00]
other things because that part's not
[2:37:02]
been signed. Um I want to confirm or
[2:37:05]
would like maybe somebody to check that
[2:37:09]
if that's more than four feet, do we
[2:37:11]
have to include this the square footage
[2:37:13]
underneath it? Does that bump it above
[2:37:16]
3,000 square ft? I think that's a
[2:37:18]
consideration to look at.
[2:37:20]
>> Yeah, I think that's a good point. Um
[2:37:23]
that's that's that part of the code is
[2:37:27]
generally applies to where there's a
[2:37:29]
basement. And so it's I think the
[2:37:32]
intention is that um if if your first
[2:37:36]
floor elevation is higher up, then you
[2:37:39]
start counting the basement square
[2:37:42]
footage. Um yeah, this is kind of an
[2:37:45]
unusual circumstance, right, with with a
[2:37:47]
cantal lever. Um do you do you have that
[2:37:51]
reference there?
[2:37:53]
>> What was that?
[2:37:54]
>> Reference. Yeah.
[2:37:55]
>> Yeah, it's um let me pull it up here. It
[2:37:58]
is um
[2:38:00]
where is it? Where do I have it? Here.
[2:38:03]
There we go. um 9A,
[2:38:06]
you know, se section 9A
[2:38:09]
and then um
[2:38:12]
you know 9A-10
[2:38:14]
which is building size and height
[2:38:17]
and then if you go down to paragraph C
[2:38:20]
and underneath that uh item one under
[2:38:23]
paragraph C was where I was reading from
[2:38:28]
>> and I'm assuming that area is not
[2:38:30]
finished.
[2:38:30]
>> But now one thing I want to
[2:38:33]
Niles pointed this out to us on the U.
[2:38:38]
So we I'm familiar with what you're
[2:38:40]
talking about and I just pulled up the
[2:38:43]
drawings and basically if u we and if we
[2:38:49]
opened up the DDR submission
[2:38:53]
um now if you go to page
[2:38:57]
49
[2:39:06]
basically we're talking about the wash
[2:39:08]
area and
[2:39:11]
that's why we kind of have this
[2:39:14]
condition. Um,
[2:39:17]
sorry, I'm I'm
[2:39:20]
That's the total pages. Sorry. 24. 24.
[2:39:24]
It's going 49. I don't remember it being
[2:39:26]
that long.
[2:39:27]
>> Page 24. Yeah.
[2:39:31]
Sorry.
[2:39:38]
Well, wait. Do you have I hope I have
[2:39:41]
the right I have the updated version. Do
[2:39:44]
you have the updated version?
[2:39:47]
>> Yeah. What? What the drawing number?
[2:39:59]
» Right. It's it's it's the um lot 11
[2:40:01]
property, I believe.
[2:40:04]
right here.
[2:40:06]
>> So
[2:40:09]
you can see where the 100 is there's
[2:40:13]
3840
[2:40:15]
>> right
[2:40:16]
>> and 3844 is the floor. So,
[2:40:21]
um I would say
[2:40:24]
everything
[2:40:27]
to this side of that blue line which is
[2:40:31]
pretty close
[2:40:33]
a little.
[2:40:36]
The only thing that that is the building
[2:40:40]
covered area is defined by the code is
[2:40:43]
that little tip of the sauna there has a
[2:41:00]
You're asking,
[2:41:07]
» right? So, so you would build this can
[2:41:09]
leave the structure. It would have a it
[2:41:11]
would have a floor finished floor
[2:41:12]
elevation like you said you read third I
[2:41:15]
get the number but and it would be over
[2:41:17]
top of natural grade which might be more
[2:41:21]
than four feet lower than the finished
[2:41:24]
floor which would potentially trigger
[2:41:27]
this although the staff is telling us
[2:41:30]
that may only apply in case there's a
[2:41:32]
basement.
[2:41:33]
>> Can I just read this section? I think I
[2:41:36]
think it so if the vertical distance of
[2:41:39]
either natural grade or cut grade and
[2:41:41]
the finished floor elevation of the
[2:41:43]
first floor at any point on an exterior
[2:41:46]
building surface such as basement walls,
[2:41:49]
crawl space, foundation walls, pool
[2:41:51]
decks, etc. exceeds 4T, then the area of
[2:41:55]
the structure below the finished floor
[2:41:57]
elevation shall be counted as building
[2:42:00]
square footage. So I think where it says
[2:42:04]
any structure on the point of an
[2:42:05]
exterior building an exterior building
[2:42:09]
surface
[2:42:10]
um
[2:42:13]
that that suggests to me that it would
[2:42:17]
wouldn't apply where there's a cantal
[2:42:19]
lever because there's if if if the
[2:42:21]
building kind of um
[2:42:25]
is connected to the ground by a stem
[2:42:28]
wall or a basement wall or something
[2:42:29]
that's where it would apply.
[2:42:31]
where it where it says, you know, on an
[2:42:34]
exterior building surface such as
[2:42:36]
basement walls, crawl space walls,
[2:42:39]
foundation walls, etc. So, I I don't
[2:42:42]
know that that applies in this case. So
[2:42:45]
yeah, you're
[2:42:46]
>> the diagram if you were to look at the
[2:42:48]
text
[2:42:49]
>> in any
[2:42:50]
>> what my my assessment of the code why
[2:42:52]
it's written this way is that 4 feet
[2:42:56]
more than four feet allows you to bring
[2:42:58]
light into a occupied area.
[2:43:03]
And so if you are more than 4 feet, it
[2:43:07]
needs to be counted as a story
[2:43:11]
essentially or as area
[2:43:13]
>> part of your square footage.
[2:43:14]
>> And because you could make it a
[2:43:16]
habitable space by bringing in light
[2:43:20]
from above the ground. And so it's a way
[2:43:24]
to to um limit height and limit
[2:43:30]
volume, massing, etc. Uh it's it's
[2:43:34]
that's my we were dealing with that on
[2:43:37]
the existing construction site for the
[2:43:40]
main house on lot 8 and we you know
[2:43:43]
we're within it there. So that's why I
[2:43:45]
was aware of it because it came up when
[2:43:48]
we were discussing what we were doing on
[2:43:50]
this abandoned construction.
[2:43:52]
>> That's right. But if this structure is
[2:43:55]
1830 square feet as it says on that
[2:43:58]
diagram that we're nowhere near
[2:44:00]
>> that 50 square feet underneath there
[2:44:01]
even if we counted is irrelevant right
[2:44:05]
>> it's a good question that we are more
[2:44:07]
than four feet right there you're
[2:44:10]
looking at this very close
[2:44:11]
>> but you'd have to come up with almost
[2:44:13]
1,200 to get to kick you over 3,000
[2:44:16]
>> right right I was more asking you just
[2:44:18]
to confirm and to decide whether we need
[2:44:21]
to like really look at all of the areas
[2:44:23]
and do we need to add it up? Because I
[2:44:26]
didn't I did not necessarily expect it
[2:44:28]
would go over 3,000. It was more trying
[2:44:30]
to confirm that we wouldn't. Um but I I
[2:44:33]
think the staff and your explanation
[2:44:36]
does make sense. Um and the code itself
[2:44:41]
talks about walls but doesn't say, you
[2:44:43]
know, extending to the ground, but
[2:44:45]
that's a minor detail. So I I think
[2:44:48]
probably that explanation makes sense to
[2:44:50]
how the code is intended. Um but um
[2:44:56]
okay
[2:45:00]
[clears throat and cough]
[2:45:03]
there other questions.
[2:45:07]
[clears throat]
[2:45:10]
» Thank you.
[2:45:12]
>> into deliberation.
[2:45:17]
As far as the structure is concerned, I really haven't seen anything that
[2:45:21]
jumps out as to me as an issue.
[2:45:24]
>> Yeah. Um I was going to say the same
[2:45:25]
thing. I think in terms of the drawings
[2:45:28]
we have of the three structures, they're
[2:45:31]
all within the height limits. Um they
[2:45:35]
all look like they would fit very well.
[2:45:37]
Many of them are actually buried
[2:45:39]
significantly at one end or the other.
[2:45:42]
Um, so I think that there actually be
[2:45:44]
very inconspicuous structures and I was
[2:45:47]
actually one of the members who was
[2:45:48]
there for the poll test and that ridge
[2:45:51]
line pretty much hides it from SR9 and the rest of the valley. Um,
[2:45:58]
so overall I think the design is uh I'm happy with all the designs. Um,
[2:46:07]
my only concern is that I'd like to see
[2:46:10]
the geotechnical report, which is part
[2:46:12]
of why I asked the question that maybe
[2:46:13]
we have discussion if we all agree
[2:46:17]
that this design looks good that we
[2:46:19]
would table waiting for the report,
[2:46:22]
letting the applicant know that we are
[2:46:24]
comfortable with the placing of the
[2:46:27]
houses and the general design and
[2:46:29]
layout.
[2:46:31]
But I mean, open it up to others and see
[2:46:33]
what they think.
[2:46:36]
I I would like to and maybe this my own
[2:46:38]
curiosity but when the geological report
[2:46:42]
is done I would like to see that for our
[2:46:45]
own benefit to see what kind of
[2:46:47]
mitigation was required to help us in
[2:46:49]
other parts of the
[2:46:51]
>> right and that would be the reason
[2:46:52]
>> for table
[2:46:53]
>> so that way it would come back to us
[2:46:56]
with a completed geotechnical report
[2:46:58]
that we could see any required
[2:47:01]
mitigations
[2:47:03]
um and also potentially see if it turns
[2:47:05]
out to the geotechnical report changes
[2:47:09]
the design somehow.
[2:47:10]
>> Right?
[2:47:11]
>> So that's why I would prefer to table um
[2:47:15]
but giving the applicant the indication
[2:47:18]
that
[2:47:19]
>> rather than approving it we table it but
[2:47:22]
by having our discussion we can indicate
[2:47:25]
if we are comfortable with the layouts
[2:47:28]
and the pl positioning and where things
[2:47:30]
are. Um, personally I think I am and and
[2:47:35]
again I think one of the conditions we
[2:47:37]
talked about was that the plat uh get
[2:47:39]
gets um recorded because the movement of the property line is is important to
[2:47:46]
the setbacks and confirming the
[2:47:48]
setbacks.
[2:47:49]
Um
[2:47:50]
>> yeah please
[2:47:51]
>> please have a question
[2:47:54]
on that. So that the the plat has been
[2:47:56]
approved you guys have seen it and the
[2:47:58]
only concern I have with recording is
[2:47:59]
typically a A plat is recorded uh and
[2:48:02]
that's based on
[2:48:14]
typically if there's improvements
[2:48:15]
required with the plat they have to be
[2:48:17]
built or bonded for and so at this point
[2:48:19]
I don't know what improvements I need
[2:48:21]
because I don't I haven't done the the
[2:48:23]
plans the civil plans does that make
[2:48:25]
sense so like for example if we're in a
[2:48:27]
regular subdivision I would have to spec
[2:48:28]
out you know the water me the sewer
[2:48:30]
laterals I'd have to have there's any
[2:48:31]
road improvements. And so those
[2:48:34]
improvements are required to record the
[2:48:35]
plat. And so typically in this case, I
[2:48:37]
don't know what those improvements are.
[2:48:38]
So it doesn't make sense for me to to
[2:48:40]
record it or I don't you almost can't
[2:48:42]
without knowing what those improvements
[2:48:44]
are. It's already been approved by the the town. So whatever. I mean, if
[2:48:49]
unless you wanted to to wave something
[2:48:51]
or or I'm missing something, I don't
[2:48:53]
know.
[2:48:54]
>> Um
[2:48:56]
>> yeah. So the the the development is in
[2:49:00]
compliance only because the the the
[2:49:03]
property lines have moved. So it is kind
[2:49:05]
of a an important do you want to add
[2:49:08]
something Tom or you're looking
[2:49:10]
expectantly.
[2:49:12]
Go for it. So unlike with a with a brand
[2:49:16]
new subdivision plat the process you
[2:49:17]
described Jared would be would be
[2:49:19]
correct where you have to do the
[2:49:22]
improvements or bond for them before you
[2:49:23]
can approve before the final plat can be
[2:49:26]
recorded. You're doing a plat amendment
[2:49:28]
which is different. So you you don't
[2:49:30]
need to have those improvements in or
[2:49:32]
bond for them. All you need to do is
[2:49:34]
take that document that's already been
[2:49:35]
approved and have that recorded. you
[2:49:38]
don't need to the that's independent of
[2:49:41]
when the um infrastructure improvements
[2:49:43]
are made.
[2:49:43]
>> So like I said it's it's been approved
[2:49:46]
by this group and I think the engineers
[2:49:48]
have looked at it as well. So when we've
[2:49:50]
made the one correction they asked for.
[2:49:51]
So I could go out there I I could print
[2:49:52]
that tomorrow and take it to the county
[2:49:54]
and get it recorded. Okay.
[2:50:01]
» Sorry. Yes, that's correct.
[2:50:06]
» Yes.
[2:50:08]
So I
[2:50:11]
just on what you were just deliberating
[2:50:13]
on, I would just offer the other option
[2:50:16]
is what Nile has stated here is that you
[2:50:22]
can give us a conditional approval,
[2:50:26]
which to me is more official, that it is
[2:50:29]
approved
[2:50:30]
pending that we submit the geotechnical
[2:50:36]
report
[2:50:37]
Really what's required is the geologic
[2:50:39]
hazard checklist part C is signed which
[2:50:44]
absolves the town of all responsibility.
[2:50:47]
um you know it it it so you know
[2:50:54]
that to me that would that's a that's
[2:50:57]
more concrete
[2:51:00]
uh that it it is approved
[2:51:03]
with the conditions
[2:51:05]
whatever conditions you want to add here
[2:51:08]
that the plat is recorded the 30% slope
[2:51:11]
is adhered to in terms of the canal
[2:51:15]
lever on lot 11 and and that we we we're
[2:51:21]
not asking to not do it. We're asking to
[2:51:24]
do it when we have it all together. And
[2:51:28]
it will not affect where we are. We're
[2:51:32]
going to be where we are. And it's just
[2:51:35]
a matter of of of us submitting it when
[2:51:39]
we have the opport, you know, when we
[2:51:41]
can get everything together that we, you
[2:51:45]
know, we're, you know, that that would
[2:51:47]
just be preferred if you I I don't know
[2:51:51]
that it's different than what you're
[2:51:52]
saying about tableabling it. I just
[2:51:55]
think tableabling it means that there's
[2:51:57]
been no decision.
[2:51:59]
Um, yeah, tableabling would would mean
[2:52:02]
that there's not a decision and that you would come back again when the
[2:52:08]
geotechnical report is complete.
[2:52:12]
Um, and what you would have going
[2:52:14]
forward is the discussions that we've
[2:52:16]
had here. And I'll let others speak for
[2:52:19]
themselves, but my my perception is that
[2:52:21]
we all feel pretty comfortable with the
[2:52:24]
layouts, the buildings, the positions,
[2:52:26]
and the locations of the buildings, and
[2:52:28]
the things that you've said are a
[2:52:31]
concern that you want to know that
[2:52:33]
they're final before you complete the
[2:52:36]
geotechnical report. Um and so but we we
[2:52:41]
feel that we need to see that the see
[2:52:43]
the geotechnical support report in a
[2:52:46]
before we can approve the completely
[2:52:48]
approve the DDR.
[2:52:49]
>> So are you saying there's an issue by
[2:52:51]
saying approving it with the condition
[2:52:54]
that they have to come back with the
[2:52:55]
geotechnical report and no significant
[2:52:58]
changes to plans have been made. Um well
[2:53:02]
I I I might ask the staff to comment but
[2:53:06]
to correct me but my understanding is is
[2:53:08]
that if we approve with a condition then
[2:53:10]
it never then it does not come back to
[2:53:13]
us
[2:53:14]
that the staff takes care of making sure
[2:53:17]
the conditions are met which is an
[2:53:19]
option because they will make sure that
[2:53:22]
the that the report is there but we will
[2:53:25]
not see it. Can't we put the can't we
[2:53:27]
put a um a condition in that they have
[2:53:29]
to come back to us?
[2:53:31]
>> Do we do that? Is that
[2:53:33]
>> can I say something?
[2:53:35]
>> Sorry to interrupt but
[2:53:37]
>> yeah I mean I think what would happen is
[2:53:40]
that um the approval then they can move
[2:53:43]
to the building permit and then the
[2:53:45]
building permit is staff approved. So
[2:53:47]
the geotechnical
[2:53:49]
study would be part of the building
[2:53:51]
permit application that that doesn't
[2:53:53]
come back to the planning commission.
[2:53:56]
>> I guess my concern is that there's you
[2:53:59]
>> my one thing I want to say my
[2:54:01]
understanding
[2:54:02]
the the only I this going to sound
[2:54:08]
maybe too bold or maybe I'm being
[2:54:10]
presumptuous or too bold.
[2:54:15]
My I if we had signed this and submitted
[2:54:18]
it,
[2:54:20]
the staff report would say that it has
[2:54:24]
been submitted
[2:54:26]
and I don't know that you're seeing it.
[2:54:30]
I mean I you know I don't think y'all
[2:54:32]
are reviewing a geotechnical
[2:54:35]
investigation report.
[2:54:36]
>> Actually we do. I mean sense of
[2:54:42]
>> are you questioning the engineer that
[2:54:45]
says they're comfortable building here
[2:54:48]
and that they have that that's what
[2:54:51]
they're signing. They're the ones
[2:54:53]
signing it
[2:54:55]
>> and so they're only going to sign it if they're
[2:55:00]
comfortable and they're the expert. And
[2:55:05]
so uh the the only thing that
[2:55:09]
I think that uh if I understand it
[2:55:13]
correctly that there is either partial
[2:55:15]
or full mitigation and my understanding
[2:55:18]
is no one is achieving full mitigation.
[2:55:21]
The only thing that one can do in this
[2:55:24]
area is partial mitigation.
[2:55:27]
And also my understanding is that it is
[2:55:29]
a property owner's right to assume all
[2:55:32]
risk and to build on the property
[2:55:38]
per the state code. And that's the the
[2:55:43]
um Utah geology
[2:55:46]
uh survey code that is tied to this
[2:55:51]
code. So, you know, I think that that's my understanding.
[2:56:02]
» So, I've been on the commission a number
[2:56:04]
of years and uh have read numerous
[2:56:07]
geotechnical reports. I don't ever
[2:56:10]
consider myself to question the uh
[2:56:14]
report or the recommendations of the
[2:56:16]
engineer. It is more to see what those
[2:56:20]
recommendations are, what what the
[2:56:23]
issues were reported and what and to see
[2:56:26]
that they have been implemented in the
[2:56:29]
plan. Um, and so we're not questioning
[2:56:32]
the engineers as much as ensuring that
[2:56:36]
the report has been completed and that
[2:56:38]
it was included
[2:56:40]
in the plan. and if a property owner
[2:56:43]
decides not to follow certain things
[2:56:45]
that we understand that in our approval
[2:56:48]
or disapproval of the DDR so it's not to
[2:56:51]
question the engineer per se. Um that's
[2:56:55]
certainly my perspective on how I view
[2:56:58]
geotechnical reports.
[2:57:00]
>> I think that's I'd agree with that.
[2:57:06]
So kind of circling back to the qu the
[2:57:08]
question before that can we approve it
[2:57:11]
with the condition that we see that
[2:57:14]
report?
[2:57:16]
>> No it's it's it wouldn't be part of the
[2:57:19]
process.
[2:57:19]
>> Yeah I okay I understand.
[2:57:21]
>> Yeah it would go to the building permit
[2:57:23]
which the staff approves. So, if we want
[2:57:26]
to see
[2:57:26]
>> I I guess I'm a little confused because you you
[2:57:31]
initially stated that you were concerned
[2:57:33]
about doing the geotech report before
[2:57:37]
you had final sighting uh information.
[2:57:41]
And then you followed on by saying
[2:57:43]
you've done most of all the cings anyway
[2:57:45]
where you think the site's going to be
[2:57:47]
and
[2:57:50]
the part of part of that is also the
[2:57:53]
structural engineering that demonstrates
[2:57:56]
how we comp.
[2:57:59]
>> Correct. Right.
[2:58:03]
Yes.
[2:58:11]
» Um when the driveway request, the
[2:58:15]
driveway variance request was approved,
[2:58:18]
we
[2:58:20]
did proceed with the beginning steps
[2:58:24]
which were doing the borings and the
[2:58:26]
report is not finalized.
[2:58:29]
Um but there's enough there's a recent
[2:58:32]
uh
[2:58:34]
long-term analysis that had have been
[2:58:38]
con concluded and was just talking with
[2:58:41]
my structural engineer and my
[2:58:43]
geotechnical engineer yesterday and um
[2:58:47]
you know he's he finally has enough
[2:58:50]
information. He feels confident that um you know that we we're we're going to
[2:58:57]
be uh in a position to to uh to comply
[2:59:02]
with all their recommendations and be
[2:59:04]
where we are and all that that I've
[2:59:05]
said, but it's not done. And so, yes, we
[2:59:10]
did pull the trigger on the borings.
[2:59:15]
Um but we still have a lot of work to do
[2:59:18]
and and yeah it's and our client has
[2:59:22]
agreed with you know but it's just you
[2:59:25]
know I I guess I'm just it you all do
[2:59:28]
what you need to you know I appre
[2:59:30]
appreciate what you just said and um if
[2:59:34]
it needs to be tabled so that y'all can
[2:59:36]
see it um I don't think it's going to
[2:59:40]
change anything. Um, so whatever y'all
[2:59:43]
need to do to be comfortable. I was just
[2:59:45]
seeing if we could get that and it'd be
[2:59:48]
conditional, but Nile is saying that the
[2:59:50]
process doesn't work that way. If you
[2:59:53]
want to see the report
[2:59:57]
u my you know conventionally a building
[3:00:01]
department that's issuing it that's
[3:00:04]
doing plan review
[3:00:06]
uh and issues building permits
[3:00:10]
um are usually
[3:00:13]
you know the the the higher standard of
[3:00:15]
review
[3:00:17]
um in terms of
[3:00:20]
compliance with every the code, the
[3:00:23]
building code. Um, and I understand this
[3:00:26]
is, you know, part of the uh the code.
[3:00:32]
Uh, but it it's um it's in a planning
[3:00:36]
process versus the building
[3:00:39]
plan review process. So I don't know we
[3:00:42]
just feel that uh our understanding of
[3:00:46]
this is that the the that our client is
[3:00:50]
paying for your the town's geote
[3:00:54]
technical engineer to review this report
[3:00:58]
that's in the geologic hazard checklist
[3:01:00]
on page one on the front page. So we we
[3:01:03]
know that our client is going to be
[3:01:06]
paying the town for the town to review
[3:01:09]
it with a technical engineer.
[3:01:14]
And then there's also the plan the plan
[3:01:17]
review department. The building plan the
[3:01:19]
building department has a structural
[3:01:22]
engineer that's going to be re reviewing
[3:01:23]
our structural plans. And so to me
[3:01:27]
that's all happening in that process.
[3:01:32]
So it I I don't think it's going to
[3:01:34]
change anything with the land use or the it it's it's a technical review, you
[3:01:41]
know, does does the structural
[3:01:43]
engineering follow the geotechnical
[3:01:45]
engineers recommendations and vice
[3:01:48]
versa. So anyway, that I'm getting into
[3:01:51]
the weed a little bit. I I
[3:01:54]
>> But I do think there's a I said to Nile,
[3:01:57]
"Honestly, I feel this is a little
[3:01:59]
backwards."
[3:02:01]
You know, I get it. You y'all want to
[3:02:04]
know if you're approving something here
[3:02:06]
that it meets the pl the land use
[3:02:10]
ordinances relative to planning,
[3:02:13]
protecting the gateway to the biggest
[3:02:16]
asset this town has. I I get all that
[3:02:18]
and it's very a very very good code. But
[3:02:21]
I just think this is a is a considering
[3:02:24]
the complexity of the area we're in. It
[3:02:28]
uh there's a lot of work going into
[3:02:31]
doing this and you know it's pretty
[3:02:34]
technical stuff that I appreciate that
[3:02:38]
you you're used to reviewing that and
[3:02:40]
I've heard you speak today and know
[3:02:42]
you're very technically oriented. So I'm
[3:02:46]
I just am saying there's these other
[3:02:48]
steps that are also going to be looking
[3:02:50]
at all of that.
[3:02:56]
when we went into this discussion um
[3:02:59]
especially after all the talk of horse
[3:03:02]
before the cart and chicken and eggs and
[3:03:04]
stuff that I was like we like we need to
[3:03:07]
get that geotechnical report like you
[3:03:10]
know just keep everything in alignment
[3:03:12]
with how it's supposed to go but then
[3:03:16]
after understanding this project better
[3:03:19]
and um really looking at the site I I
[3:03:22]
can understand why you would be
[3:03:25]
requesting that. I am comfortable with
[3:03:28]
doing a conditional approval and I would
[3:03:31]
want to have something more concrete
[3:03:33]
than just our word of mouth that it
[3:03:35]
looks good. So, I understand that and
[3:03:38]
I'm also comfortable um with not seeing
[3:03:42]
the report knowing that it would be in
[3:03:44]
the hands of the of the staff and what's
[3:03:49]
in your plans. So that's that's where I
[3:03:52]
sit. I guess the concern that I have is
[3:03:55]
that I mean while it's not a a large
[3:03:59]
probability there is the possibility
[3:04:01]
that um the geotechnical report requires
[3:04:06]
um site modifications or or resiting the buildings if you will which you know
[3:04:13]
um would be something that this this
[3:04:16]
committee would be interested in doing
[3:04:18]
or looking at as opposed to you know
[3:04:21]
pushing it um uh the road if you will
[3:04:24]
and having somebody else look at that
[3:04:25]
and say yeah it's okay because
[3:04:28]
>> the staff was doing that. Yeah,
[3:04:30]
>> I'm comfortable with it.
[3:04:31]
>> But to to just sorry I if you go to the
[3:04:36]
last page of the staff report that's
[3:04:40]
Nile's saying the planning commission
[3:04:41]
approves denies.
[3:04:44]
So it's a choice the design development
[3:04:46]
review application for this project
[3:04:50]
the the applicant must comply
[3:04:54]
with the thing with the building permit.
[3:04:57]
It also says
[3:05:00]
um if the geologic hazards are found
[3:05:03]
this is what you could just agree to
[3:05:06]
approve that is already the condition
[3:05:08]
that's written
[3:05:10]
if the geologic hazards are found to be
[3:05:12]
significant [clears throat]
[3:05:15]
must be submitted. Well, we we know
[3:05:17]
we're doing that. That sorry, the next
[3:05:19]
line, the development will incorporate
[3:05:21]
any recommendations arising from these
[3:05:23]
assessments. If significant changes to
[3:05:26]
the design are found to be necessary,
[3:05:27]
the applicant will gain any necessary
[3:05:31]
approvals from the town for such design
[3:05:33]
changes,
[3:05:35]
which I I which I think means we have to
[3:05:40]
go back through the DDR process. So,
[3:05:42]
that's in there. you know if we have to
[3:05:45]
do something to Paul to your comment we
[3:05:48]
have to come back through the DDR
[3:05:50]
process there's no question about that
[3:05:53]
and that can be in the conditional
[3:05:55]
approval
[3:05:58]
that correct
[3:06:00]
>> that's what I heard
[3:06:01]
>> so the condition that that I included as
[3:06:06]
a possibility
[3:06:11]
says that if Um, yeah,
[3:06:16]
there we go. Kind of like Wendell was
[3:06:18]
saying that if the geotechnical
[3:06:21]
report requires changes that
[3:06:24]
um that approval for those changes would
[3:06:26]
be required,
[3:06:32]
» but that approval would be given by town
[3:06:35]
staff.
[3:06:35]
>> Correct. Right.
[3:06:38]
usually changes to plans partway through
[3:06:41]
we don't bring that to planning
[3:06:42]
commission in most cases that's correct
[3:06:45]
that that would mostly be reviewed by
[3:06:47]
staff
[3:06:49]
so I mean one of the things this sort of
[3:06:51]
opens up is like
[3:06:54]
you know does I mean okay let me back up
[3:06:56]
a second so I've done many DDRs here and
[3:06:59]
they've all included the technical
[3:07:01]
report so many plans have come through
[3:07:06]
and they were able ble to provide a
[3:07:08]
finished geotechnical report at the time
[3:07:12]
of the DDR.
[3:07:13]
>> Um,
[3:07:15]
now if that really if we've really
[3:07:19]
driven everybody to go backwards or to
[3:07:21]
go in reverse order, that might mean we
[3:07:24]
should change the process. Um, and maybe
[3:07:28]
we would discuss that in work meetings
[3:07:30]
and stuff. But I I really feel like we
[3:07:32]
have put all these other DDRs through
[3:07:35]
the same process and they've all
[3:07:37]
provided this and and we've we've
[3:07:39]
considered it. Um and and like I said
[3:07:42]
myself, I I I look for what said and
[3:07:45]
kind of compare it to what's provided so
[3:07:48]
that I can understand that. Yep. Sure
[3:07:50]
enough, they followed the
[3:07:52]
recommendations. Um so my mind is that
[3:07:56]
this is this is the way it's designed to
[3:07:59]
be done.
[3:08:00]
If we need a design to do it different,
[3:08:02]
that's a we should fix process. We
[3:08:03]
should fix that.
[3:08:17]
There's, you know, I understand a
[3:08:20]
majority of the things built here
[3:08:22]
require this, but this is
[3:08:27]
um I I don't think it's
[3:08:31]
a common site
[3:08:34]
relative to the the you know it it it
[3:08:39]
there's a there's a greater assessment
[3:08:41]
that has to be done on this site.
[3:08:44]
>> Yeah, I think
[3:08:45]
>> more more involved due to the fact that
[3:08:48]
we're at the toe of the Johnson
[3:08:52]
landslide Johnson Mountain landslide
[3:08:54]
area which is
[3:08:57]
a mile by a mile. It's not, as our
[3:08:59]
geotechnical engineers said yesterday,
[3:09:02]
it's not small potatoes,
[3:09:04]
>> but but so it's a it's it is a unique
[3:09:08]
uh case relative to other things. And I
[3:09:13]
guess I don't want to if I would say, do
[3:09:16]
you need to change it? I don't know that
[3:09:19]
you do. this is a unique
[3:09:21]
>> Yeah, I think that that
[3:09:22]
>> and and and lastly that
[3:09:26]
um you know it uh
[3:09:30]
Yeah, I I just don't I just think that's
[3:09:33]
the we're I don't want to be penalized
[3:09:35]
for doing a better job.
[3:09:39]
>> Yeah. And I think
[3:09:41]
>> being sure we know what we're signing,
[3:09:44]
we've done the engineering, the
[3:09:45]
structural engineering that follows
[3:09:47]
this. And I can assure you the amount of
[3:09:51]
money being spent on just the fees alone
[3:09:54]
are far in excess of probably most
[3:09:58]
things you're you're looking at here. So
[3:10:01]
we're just doing we're just trying to do
[3:10:05]
the job that we think is required. And I
[3:10:09]
think we and I don't want to cut you
[3:10:10]
off, but I think at this point we need
[3:10:12]
to um
[3:10:14]
kind of wrap up our planning commission
[3:10:17]
deliberation of where we sit with this
[3:10:18]
with all the information that we've
[3:10:21]
>> I do want to make one point. Although
[3:10:24]
it's not necessary it comes back to the
[3:10:26]
DDR that had happened before. You made
[3:10:29]
the choice to bring things back because
[3:10:31]
you felt the change was significant.
[3:10:34]
>> That's true. That's true. So can we put
[3:10:37]
a stipulation that we request this to be
[3:10:39]
brought back for staff to bring it back
[3:10:43]
>> could even include if the change is
[3:10:45]
significant.
[3:10:46]
>> So
[3:10:47]
>> sense if it doesn't cause any changes
[3:10:51]
>> then it won't come back. Yeah. But
[3:10:54]
then what are we reviewing?
[3:10:57]
>> Then we wouldn't be reviewing it.
[3:10:58]
>> Right.
[3:11:00]
So the scenario I think you're
[3:11:02]
describing is where
[3:11:04]
>> what the applicant just stated is that
[3:11:06]
the reason one of the reasons they want
[3:11:07]
to wait on this is because you know this
[3:11:09]
isn't a very geo technically active and
[3:11:12]
very you know difficult site which
[3:11:15]
didn't help me feel better about this it
[3:11:18]
makes me feel more like I want to see
[3:11:20]
that
[3:11:20]
>> geotech like you really do need to yeah
[3:11:23]
because it is such a complicated
[3:11:24]
>> yes it is so we need to we need to see
[3:11:27]
some assurances from uh engineering
[3:11:29]
people that this is what their
[3:11:32]
recommendations are and that how it's
[3:11:34]
going to impact what the actual design
[3:11:36]
of the development is.
[3:11:39]
>> I I think we have to stick to just our
[3:11:42]
deliberation. I'm sorry.
[3:11:44]
>> Yeah, we are kind of running a little
[3:11:45]
long, aren't we? Yes. Um so,
[3:11:50]
do we want to do a uh
[3:11:52]
should I do the third one?
[3:11:54]
>> Go for it. You're done. Um should do we
[3:11:56]
want to do a um table or do we want I
[3:12:00]
mean I'm for a table myself. I think
[3:12:02]
you're for a table.
[3:12:03]
>> Yeah, I would be up. Although I
[3:12:06]
understand the concerns and the
[3:12:08]
different requests and stuff. I think
[3:12:10]
where we're at at this juncture, a table
[3:12:13]
probably makes sense.
[3:12:17]
>> All right.
[3:12:18]
Um, so the planning commission desires
[3:12:21]
to table the design development review
[3:12:23]
application for a single family home and
[3:12:26]
accessory guest house at 201 North Fork
[3:12:30]
Drive and a single family home at 211
[3:12:33]
North Fork Drive as discussed in the
[3:12:35]
July 1st, 2026 meeting. This this is
[3:12:39]
based on the following this is uh has
[3:12:43]
the following findings that the um plan
[3:12:47]
as presented overall looks good. The
[3:12:50]
location and position of the of the um
[3:12:54]
site in the home built looks good to us.
[3:12:57]
um but that the geotechnical report is
[3:13:00]
not complete
[3:13:02]
and we therefore would like a return
[3:13:05]
with a complete and submitted
[3:13:07]
geotechnical report um with a plan that
[3:13:11]
is substantially the same as what we're
[3:13:14]
looking at today.
[3:13:17]
Did I miss anything?
[3:13:19]
Okay.
[3:13:20]
>> What about these other conditions that
[3:13:22]
>> Oh, yeah. Yes. There were threat there's
[3:13:24]
other conditions.
[3:13:25]
Um,
[3:13:28]
so let's see. So,
[3:13:29]
>> sorry Terry, if if you're tableabling,
[3:13:32]
you don't have to
[3:13:32]
>> don't have to have the other
[3:13:34]
>> because you would add those when you
[3:13:36]
make the decision.
[3:13:39]
>> Okay,
[3:13:39]
>> then is there second? Will you second?
[3:13:43]
>> Motion by Terry, second by Rich. All in
[3:13:47]
favor?
[3:13:48]
>> Rich, I.
[3:13:49]
>> Jennifer I.
[3:13:50]
>> All I.
[3:13:52]
>> Motion passes.
[3:13:55]
Moving on to the consent agenda. Is
[3:13:58]
there a motion for the approval of the
[3:14:00]
minutes from May 20th, 2026, June 3rd,
[3:14:03]
2026, and June 17th, 2026,
[3:14:08]
or any revisions that anyone would like
[3:14:10]
to suggest.
[3:14:11]
>> I'll make a motion that we approve the
[3:14:13]
consent agenda for the minutes for May
[3:14:16]
20, May 20th, June 3rd, and June 17th of
[3:14:20]
2026.
[3:14:21]
>> Second. Motion by Terry, second by Paul.
[3:14:24]
All in favor?
[3:14:25]
>> Rich I.
[3:14:26]
>> Terry I.
[3:14:27]
>> Jennifer I.
[3:14:28]
>> Paul I.
[3:14:29]
>> I.
[3:14:29]
>> Motion passes. Is there a motion to
[3:14:32]
adjurnn?
[3:14:35]
>> I'll second.
[3:14:37]
>> A motion by Melissa, second by Terry.
[3:14:40]
All in favor?
[3:14:41]
>> Rich I.
[3:14:41]
>> Terry I.
[3:14:42]
>> Jennifer I.
[3:14:43]
>> All I.
[3:14:44]
>> Melissa I.
[3:14:45]
>> Meeting is adjourned.
[3:15:00]
So, we've been