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CITY OF FORT COLLINS
WATER BOARD MEETING
Excerpt regarding Variance Request at 215 Whedbee Street
Thursday, March 7, 2013
5:30 p.m.
Board Members in Attendance:
Steve Malers, Chairman
Brian Brown
Liesel Hans
Eric Garner
Beck Goldbach
Heidi Huber-Stearns
Andy McKinley
Jeff Schneider
Ken Sampley
Brett Bovee
Jon Haukaas
ALSO PRESENT:
Carrie Daggett, City Attorney
Owen L. Randall, City Engineer
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1 MR. CHAIRMAN: This is normally our work
2 session meeting, and we switched what would be our
3 normal water board meeting to this date so we could
4 accommodate this variance and also have spring break
5 off, because we had a number of folks who were not going
6 to attend.
7 So this is a normal meeting. There are minutes
8 and all the normal protocols. The order is a little bit
9 different than normal because of timing. We don't have
10 the minutes from the last meeting ready yet. We'll deal
11 with that in April. Then, consistent with how we do
12 variances, we'll get that done at the beginning of the
13 meeting so that extra staff can clear out and don't need
14 to hang around.
15 So we have a quorum. Do we have somebody
16 keeping the normal minutes?
17 MR. HAUKAAS: We have the court reporter who is
18 going to take our minutes for us for the whole meeting.
19 MR. CHAIRMAN: For the whole meeting. All
20 right.
21 So public comment. I guess related to the
22 variance, people can make -- the public can make
23 statements during the variance process, and so they
24 don't need to make comments during the normal open-ended
25 public comment, correct?
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1 MR. BROWN: Correct.
2 MR. CHAIRMAN: So is there anybody else from
3 the public here that wishes to make a statement?
4 Okay. So Item 3 is the Whedbee floodplain
5 variance.
6 Do you need us to do any more introductions?
7 THE REPORTER: I have everybody on the board
8 that is seated. If anyone in the audience speaks, if
9 they could please introduce themselves.
10 MR. CHAIRMAN: So if you have a statement,
11 please introduce yourself. Board members, maybe do that
12 also to make sure she has that straight.
13 So, Carrie, you are here. You can raise your
14 hand if you think we're going into any territory that we
15 shouldn't be. I'm going to just march down the
16 procedure. We can entertain a motion to go into
17 executive session.
18 Did you give that to everybody, Carrie?
19 MS. DAGGETT: Uh-huh.
20 MR. CHAIRMAN: That's on the handout on Page 2.
21 If anybody feels there are issues that you've seen that
22 you would like to go to executive session, you can make
23 that motion. I guess I would recommend to Carrie that
24 if we start going into that territory, please speak up,
25 and we can entertain that. Otherwise, we'll just start
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1 going through here.
2 So we have our quorum. The second item is an
3 opportunity for board member disclosures and
4 descriptions of site visits, if any. So if anybody here
5 has some type of relationship with this agenda item or
6 the owners or any of the business, now is your
7 opportunity to disclose that.
8 Okay. Item 3 here, opportunity for board
9 member disclosures and descriptions of ex parte
10 communications, which means any communication you've had
11 outside of this meeting related to this item. Okay.
12 There's none.
13 Staff explanation of the nature of the variance
14 request or appeal and staff presentation.
15 MR. HAUKAAS: This is where I'm going to have
16 Ken Sampley, our storm water and floodplain program
17 manager, do a brief PowerPoint to introduce the topic --
18 MR. SAMPLEY: Brief?
19 MR. HAUKAAS: -- what the reasonings are behind
20 it and the staff recommendation.
21 MR. SAMPLEY: Good evening. Is it okay if I
22 sit down? Is that okay?
23 We do have some representatives here tonight
24 from the applicant and owner. So maybe I'll just -- if
25 I can introduce Jeff Schneider, and maybe he'll want to
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1 introduce the people here tonight.
2 MR. SCHNEIDER: Property owners, Chris Reid and
3 Rosemary Davenport. Then Bud Frick is behind them, who
4 is the architect for the project.
5 MR. SAMPLEY: Thank you. We'll have a time
6 during the presentation here. If the applicant or
7 owners want to make a comment or statement or
8 presentation, they can do that.
9 So kind of walk through this. Brian Varrella
10 from my office is the floodplain administrator for this
11 basin, and he's actually attending a national
12 conference, Association of State Floodplain Managers, in
13 Connecticut and on his way back. So I'm kind of taking
14 over for him tonight.
15 So kind of move into the presentation. Excuse
16 me. The variance request you have before you, the
17 applicant and owners of 215 Whedbee, are requesting the
18 water board allow a series of variances for the
19 construction of a new residential addition adjacent to
20 an existing residential basin.
21 As I indicated, it is within the city
22 regulatory 100-year flood risk -- or flood fringe in the
23 Old Town Basin. This is kind of a map just to orient
24 you to where the referenced property is located. You
25 can kind of see the light blue being the flood fringe,
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1 and the floodway in the darker blue is on Whedbee
2 Street. You can see, to the north, upper right part of
3 the map, you'll see where it intersects with Riverside.
4 In terms of background, the existing home is an
5 historic ranch home which was constructed in 1888. It
6 has a small addition to the western face or backyard of
7 the structure. That has been referred to, I think, as
8 the lean-to. The existing home contains two subgrade
9 foundations, a crawl space and a cellar. The cellar
10 portion is below grade on all sides and, in some
11 locations, is more than four feet in depth from the top
12 of the foundation wall. So, technically by code, it
13 would be considered a basement based on that depth. The
14 existing home and addition, as I mentioned, are within
15 the 100-year flood fringe area.
16 Continuing with the background, the proposed
17 addition will add 531 square feet of new living space to
18 an 816-square-foot home. The addition is -- I've got
19 some maps I'll show you here a little bit later that
20 show kind of the location of that. It's along the
21 entire western wall of the residence and then wraps
22 around the home for a portion of the south wall.
23 The entire lean-to area was demolished to the
24 foundation as part of the construction that's been going
25 on, but since demolition did not remove more than
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1 50 percent of the perimeter of the home, it is being
2 considered as a remodel and not a redevelopment of the
3 residence.
4 In terms of floodplain use permit, we did work
5 with the applicant in late 2012. Actually, the
6 applicant secured an approved floodplain use permit on
7 December 27, 2012. It was issued for a vented crawl
8 space in the addition. The plans were reviewed and
9 reproved for remodel, the lean-to and addition, and they
10 met the standards of Chapter 10.
11 The plan did include requirements regarding
12 some elevation, the base flood elevation and also the
13 regulatory flood protection elevation -- we'll talk a
14 little bit more about that in a minute -- and it did
15 include provisions for a sump pump at that time.
16 So the approved permit was in place. The
17 construction was initiated at the property. Staff had
18 recommended to the applicant that, prior to doing some
19 of the construction and covering up some of the floor
20 elevations, that they come out and do a site survey just
21 to verify the elevations which were in the original
22 permit. So that was done in February of this year, to
23 come out and check those elevations.
24 During that survey work that was done, it was
25 determined that the elevations previously prepared were
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1 actually in error by 2 feet. So the actual elevations
2 of the property are, in fact, 2 feet lower than the
3 original elevations shown on the floodplain use permit
4 in the original construction drawings.
5 The net result of that was the original
6 proposal did have some HVAC, heating, venting and
7 air-conditioning ductwork, and also some electrical
8 work, which was below the finished grade. According to
9 the city code, you cannot have that below the regulatory
10 flood protection elevation. So it was right on the
11 line, as it was initially, the design. And when that
12 2-feet error came in, that put everything below those
13 elevations.
14 The applicant-owners contacted staff
15 immediately to notify us about that situation. We did
16 determine that continuing with the construction would
17 not meet the requirements of Chapter 10. We understand
18 that the owners and applicant have been placed at a
19 disadvantage because they currently are out there,
20 started construction. Now they had an original
21 floodplain use permit which was no longer valid.
22 I'm not going to step through each of these
23 elevations. Here are the elevations for the -- let me
24 see if I -- for the property.
25 You can see that the regulatory flood
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1 protection -- well, let me start with the base flood
2 elevation. That's essentially the elevation for the
3 100-year flood fringe at this property. You can see
4 what that is.
5 The regulatory flood protection elevation is
6 kind of the freeboard requirement that we add onto the
7 flooding elevation. So in this basin, it's 6 inches
8 currently. So other basins have -- some have a foot and
9 some have 2 feet for the Poudre River. So it's 6
10 inches.
11 So when you add that to the base flood
12 elevation, you can see the elevation of 4,971.1. Then
13 on the third line, you'll see that the finished floor is
14 just right at that elevation, essentially. So any of
15 the work that would have been done below that would be
16 below the regulatory food protection elevation.
17 In terms of alternative compliance, we did work
18 with the -- met with the applicant and owner and looked
19 at what possibilities there are for obtaining
20 compliance. We have two alternates, which are included
21 in the packets you have, the first alternative being to
22 do floodproofing measures to protect the new addition,
23 and an electric line, which I'll talk about more in a
24 minute.
25 Alternative 2, which is available, is to
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1 abandon the crawl space and construct a concrete slab on
2 grade. So they would actually be coming out and filling
3 in that area that they had and then placing a slab on
4 top of that. What that would do would be, then you
5 could bury the electric line, but you could not put
6 ductwork or anything in that option.
7 So Alternative 1 is preferred by the applicant.
8 It incorporates aspects of the original design. As I
9 mentioned, the intent would be to floodproof the walls
10 and so forth of the new addition. There's an existing
11 window in the existing crawl space area which they plan
12 on closing off and sealing.
13 They actually desire to keep the HVAC below
14 grade but, because of the challenges and issues
15 associated with that, they have proposed to relocate the
16 heating, venting, air-conditioning ductwork from beneath
17 that floor to up in the attic and serve the new addition
18 from that.
19 Also, the flood vents, because they had already
20 constructed cutouts for those flood vents in the
21 foundation, those would be blocked and sealed. So
22 there's not a proposal now to include a sump pump.
23 Staff is requiring that part of the submittal
24 would include a floodproofing certificate FEMA provides.
25 They would have to have that certified. There's a copy
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1 of that included in your packet.
2 MR. CHAIRMAN: Ken, can you explain flood
3 vents? People may not be familiar with that.
4 MR. SAMPLEY: A flood vent is kind of -- the
5 intent would be to allow water -- it kind of goes both
6 ways. Water can enter a crawl space area and then can
7 flow back out. So the vents can work so it can release
8 the floodwater in, if water does get into the vent, so
9 you don't have a buildup, so you don't have pressure on
10 the walls and stuff like that.
11 Option 2 -- Alternative 2, which is
12 constructing concrete slab on raised grade, it would be
13 to fill the area that they have previously excavated in
14 order to build the foundation. The electric line could
15 be placed in a conduit, as I mentioned before.
16 There's an island which is in the addition,
17 which I'll show you on the map, and it would serve that
18 island. What this option does is remove potential
19 flooding of the subgrade crawl space. Actually, this
20 is -- so no variance would be needed in this
21 alternative.
22 So there are six items that are being requested
23 as part of a variance packet, the first item being --
24 regarding residential additions in the flood fringe.
25 The way code currently reads is that an addition to the
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1 residential structure is allowed provided that all
2 applicable requirements, including but not limited to
3 those of Section 10-37, are met. So the applicant is
4 wishing to construct -- to vary this requirement,
5 construct the new residential addition with a crawl
6 space below the RFPE.
7 The second variance request regards a
8 requirement to elevate and/or vent. Currently in code,
9 any flood hazard area, the electrical and the lowest
10 floor level must be elevated to or above the regulatory
11 flood protection elevation -- I keep saying the RFPE --
12 except to the extent floodproofing is allowed or venting
13 is allowed. So the applicant in this instances wishes
14 to vary the elevation requirement and apply
15 floodproofing to the crawl space.
16 The third portion of the variance request
17 regards eligibility. Currently, code does not allow for
18 floodproofing of residential structures; so the
19 applicant is wishing to vary that requirement to allow
20 them to apply floodproofing to residential construction.
21 The fourth request is with regards to standards
22 for crawl spaces. I didn't list them all out here.
23 Well, I guess I did in the gold there. Currently, the
24 interior grade elevation below the base flood elevation
25 must be no lower than 2 feet. As I indicated before,
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1 that depth is actually 4 feet; so they request to vary
2 that requirement.
3 The crawl space must have an adequate drainage
4 system, and that includes an immersible pump. Since
5 they're going to be doing the floodproofing, we're
6 saying that the pump would not be required in that
7 instance.
8 All electrical included within or as part of
9 the structure must be elevated to the RFPE. As I'll
10 show you, it's essentially within about an inch of the
11 RFPE. So they're requesting to vary that requirement.
12 With regard to venting, Section 10-39 indicates
13 any structure or portion of the structure eligible to
14 substitute venting shall meet venting requirements. The
15 applicant is wishing to vary this to not vent the
16 foundation and, instead, do the floodproofing and apply
17 the floodproofing techniques. As part of this, we're
18 requiring that they provide a floodproofing certificate.
19 The sixth and final kind of variance request is
20 for determination of RFPE. The applicant wishes to vary
21 the requirement to terminate the floodproofing slightly
22 below that RFPE elevation, which I indicated is about an
23 inch.
24 This is kind of a map showing the addition.
25 This is the -- this is kind of the existing -- this is
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1 the existing house, and then this is the lean-to kind of
2 area. Foundation on this, foundation on this side.
3 This is the new addition. This is kind of my arrows now
4 going west; so this is the west. This is the west face
5 of the house. So it starts there and goes around to the
6 south. That's kind of the foundation plan. It's
7 concrete foundation that's being constructed.
8 In terms of a detail, these maps are included
9 in your packet if you want to refer to those. This is
10 just kind of the foundation wall showing the
11 floodproofing materials that would be applied to the
12 foundation. There are cut sheets for those products
13 that are included in your packet as well.
14 MR. GARNER: Ken, you just said that -- this is
15 Eric Garner. I'm sorry.
16 The foundation has been constructed?
17 MR. SAMPLEY: The foundation.
18 MR. GARNER: Did I hear that right?
19 MR. SAMPLEY: Uh-huh.
20 MR. GARNER: Fully?
21 MR. SAMPLEY: Uh-huh.
22 MR. GARNER: Thank you.
23 MR. SAMPLEY: On this drawing, once again, this
24 is the new area of addition onto the west and south of
25 the existing house. You can see in plan view that this
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1 is where an island was going to be located in the new
2 addition. If you look in the elevation view, you can
3 see this island. What will happen is the electric
4 actually will come up and then down in the walls, and
5 then it would come beneath the new floor at this
6 elevation, which is approximately an inch or so below
7 the RFPE, in order to serve the elevation -- serve the
8 island. What that does is actually take the electric up
9 and over and down through so you don't have a path for
10 the water to go through.
11 With that, there are options for the variance.
12 Option 1 is to grant the variance request, but there are
13 conditions that staff is proposing for that. One would
14 be that the perimeter of the proposed addition be
15 floodproofed in accordance with construction and
16 documentation of standards at Section 10-38.
17 The second condition would be that the existing
18 window in the historic portion of the home below the
19 RFPE be abandoned and sealed. The third would be that
20 the heating, venting, air-conditioning ductwork be
21 relocated from the crawl space to the attic. The fourth
22 would be that the new electrical line be above the base
23 flood elevation but just slightly below the RFPE. The
24 fifth condition is that a FEMA floodproofing certificate
25 be required and submitted.
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1 MR. BROWN: Ken, can you describe what that
2 means?
3 MR. SAMPLEY: Which one?
4 MR. BROWN: The FEMA floodproofing certificate.
5 MR. SAMPLEY: Yeah. What that is, and it is
6 included in your packet, it's a document stamped by a PE
7 which says if you floodproof the structure to a certain
8 elevation, then you meet the requirements of FEMA with
9 regard to floodproofing that structure. So it is
10 stamped and in your packet.
11 MR. BROWN: Along those lines, there's -- why
12 aren't we floodproofing residential structures?
13 MR. SAMPLEY: Why don't we?
14 MR. BROWN: Typically.
15 MR. SAMPLEY: Usually floodproofing is for a
16 nonresidential commercial kind of application.
17 MR. BROWN: But is there -- typically it's for
18 commercial. Is there a reason it's not for residential?
19 MR. SAMPLEY: We don't -- we're not really
20 desiring to have residential-type construction in a
21 floodplain. So, you know, it's kind of just another
22 discouragement from that standpoint. It's from that
23 perspective.
24 MR. BROWN: Okay. Thank you.
25 MR. SAMPLEY: Option 2, which would be to deny
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1 the variance request on the basis that a viable
2 alternative exists, this would require the construction
3 of slab on grade if they wanted to pursue that. It
4 would not require a variance in that instance.
5 So the staff recommendation, based on the
6 information that's been provided and the desire of the
7 applicant to utilize existing construction, is to grant
8 the variance request. The applicant design team --
9 taking into account the following reasons: The
10 applicant and design team have encountered an unintended
11 design error that results in a prior floodplain use
12 permit being in noncompliance. Item 2 would be that the
13 applicant is at a severe disadvantage. They have an
14 approved construction plan and are in the middle of
15 construction currently. Item 3 is that the applicant
16 and design team have worked closely together to identify
17 a viable option to mitigate the floodplain potential.
18 That -- and included in the memo, also, is a
19 suggested motion. At this instance, I don't know if the
20 applicant or owners have any comments or presentation
21 they would like to --
22 MR. CHAIRMAN: Well, we have a process. So if
23 you're done, yeah, it's time for the applicant, if you
24 have any presentation or anything you would like to say.
25 MR. REID: Yes, if I may. My name is Chris
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1 Reid. As you say --
2 MR. CHAIRMAN: If you could come up and get on
3 the microphone, I think it's being recorded.
4 MR. REID: The house is historically
5 registered. It was built somewhere between 1888, as you
6 mentioned, but we've got different dates. Depends on
7 who you look at. As far as we are aware -- and we have
8 done quite some extensive research on this -- the
9 existing house has never ever been flooded, including in
10 the -- I think it was the 1897 flood. It wasn't flooded
11 then. There's no sign of any flooding in that basement,
12 and we've had -- in 1997, we had considerable water in
13 the area. The ground around the house is also very
14 permeable, and we have never had any flooding around
15 there.
16 I think, apart from that, I don't think I need
17 to say anything. I think the city has been very, very
18 helpful in trying to get us out of the problem we've
19 gotten ourselves into, not at the owner's fault, I have
20 to say. Thank you.
21 MR. CHAIRMAN: Okay. Next is an opportunity
22 for opposing parties to present, which I don't think
23 there is anybody on this, and then an opportunity for
24 rebuttal, which we don't need to do.
25 So now board questions for any of the
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1 participants. Does anybody have additional questions?
2 Eric?
3 MR. GARNER: Thank you. Just another
4 clarification, Ken. I think you said they would have to
5 go back in and floodproof now the stem wall that is
6 constructed?
7 MR. SAMPLEY: That's correct.
8 MR. GARNER: Okay.
9 MR. SCHNEIDER: Part of the proposal is
10 actually pouring -- if you want to talk about that.
11 Where the old lean-to was, that foundation wall is only
12 about 18 to 20 inches tall. We're actually going to do
13 a one-sided form and floodproof the inside of that, take
14 out all the rest of the bottom of the subfloor. We're
15 minimizing or actually not allowing any passthrough
16 between the new structure and the existing structure.
17 Then as one point of clarification, I just want
18 to make sure you guys understand. The new structure
19 crawl space is only 2'7" tall, the stem wall, not the
20 floor that was indicated in the presentation. The
21 existing house has two different elevations. The one
22 crawl space cellar is approximately 6 feet deep, which
23 is about a third of the existing structure; and the
24 other structure varies between 16 inches and 36 inches
25 deep.
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1 MR. SAMPLEY: That depth is probably based on
2 the elevation change, too.
3 MR. SCHNEIDER: Correct.
4 MR. BOVEE: Is there a tradeoff if you --
5 THE REPORTER: I don't know who this is.
6 MR. CHAIRMAN: His name is Brett Bovee,
7 B-o-v-e-e.
8 MR. BOVEE: Is there a tradeoff, not venting a
9 crawl space? I mean, if you're going to floodproof and
10 seal it off, what's the -- I mean, normally you would
11 vent it. What's the tradeoff?
12 MR. SAMPLEY: If you actually floodproof it,
13 actually floodproof the structure, then you don't want
14 to have the venting. It prevents the water from
15 entering the structure.
16 MR. BOVEE: Why would you vent it in the first
17 place?
18 MR. SAMPLEY: Venting would be to allow water
19 to exit the structure.
20 MR. BOVEE: Okay.
21 MR. CHAIRMAN: So if there's a lot of water
22 coming through, it builds up pressure on the structure;
23 so you want to let the water --
24 MR. SAMPLEY: There's a special kind of vent
25 that goes out only one direction. So it kind of
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1 swings -- some of them swing back. He does have details
2 on them. Actually, it's preferable from our standpoint
3 not to have water in the structure.
4 MR. BOVEE: So the vent is really a drain. It
5 drains water out of the --
6 MR. SAMPLEY: It's not to allow hydrostatic
7 pressure to build up on the foundation.
8 MR. BOVEE: Okay. Thanks.
9 MR. CHAIRMAN: So the purpose of the crawl
10 space in the original design was to get access for doing
11 the heating and ductwork and all of that kind of thing,
12 but otherwise there's not really a purpose for that
13 crawl space?
14 MR. SAMPLEY: No.
15 MR. CHAIRMAN: The electrical wire -- the
16 electric wire has been moved up, essentially as high as
17 it can be now?
18 MR. SAMPLEY: Uh-huh.
19 MR. SCHNEIDER: Bear in mind that there is
20 plumbing underneath there, but the plumbing does not
21 come into the purview of the floodplain regulations
22 under Chapter 10. There is other mechanical systems
23 under that space to allow the construction process to
24 happen.
25 MR. CHAIRMAN: Any other questions?
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1 Okay. Closing statement by city staff?
2 Anything else to add?
3 MR. SAMPLEY: No. No. That's the extent of
4 our presentation.
5 MR. CHAIRMAN: You have another opportunity, if
6 you would like to say something.
7 MR. REID: Just very briefly, if I may. Can I
8 speak from here?
9 MR. CHAIRMAN: Sure.
10 MR. REID: The existing house is not -- it's
11 not going to be affected by this at all. So if the
12 existing house with its basement is flooded, my little
13 extension is going to be perfectly safe. But the
14 existing house, which is historic, is going to be
15 wrecked. There's a ....
16 MR. CHAIRMAN: As a comparison.
17 MR. REID: I don't understand that.
18 MR. CHAIRMAN: Okay.
19 MR. REID: Thank you.
20 MR. CHAIRMAN: All right. And then closing
21 statements by parties at interest, which we did not have
22 any.
23 So now the last item is if any member would
24 like to entertain a motion, we'll go through and do the
25 normal thing and get a motion and a second and have an
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1 opportunity for discussion.
2 MR. BROWN: Okay. I'll make a motion.
3 MS. DAGGETT: Can I make one suggestion?
4 MR. BROWN: Yes, you may.
5 MS. DAGGETT: I did notice that the motion in
6 the staff report doesn't include the basic findings that
7 the board will want to make depending on -- and whether
8 the board is denying or approving the variance.
9 There are three basic findings that need to be
10 addressed. One is that the variance is the minimum
11 necessary concerning the flood hazard to afford relief;
12 one is that there's been a showing of good and
13 sufficient cause; the other is granting the variance
14 would not result in -- and this is laid out in some of
15 the materials I've given you. You may not want to write
16 it all down because you might be able to find it and not
17 write it all down.
18 Then if the board is -- if there's a motion to
19 deny, then you would want to consider which of those
20 findings is the issue in terms of why you would be
21 denying the variance.
22 So I just wanted to catch you before you made
23 your motion because I thought it might be easier for you
24 to work that in.
25 MR. BROWN: May I ask a question then on that?
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1 You've got -- Section D, you've got Points 1, 2 and 3,
2 which is what you just discussed?
3 MS. DAGGETT: Yes.
4 MR. BROWN: In E -- which are all highlighted.
5 And then in E, there's the highlighted section
6 where we should be mindful. Is that just a note to
7 raise our attention?
8 MS. DAGGETT: Yeah. So, you know, I would say
9 that the key point is that there are those three sort of
10 necessary findings for the variance and that that would
11 be the considerations you would be looking at, whether
12 you're approving or denying it, as to what your reasons
13 would be. Those are spelled out in the variance
14 provision in the code.
15 MR. BROWN: Along those lines then, I think
16 it's worthwhile to talk about these three points. Maybe
17 we can just take them point by point here real quick.
18 So the first point is the variance is the
19 minimum necessary considering the flood hazard to afford
20 relief.
21 MR. CHAIRMAN: Ask the staff?
22 MR. BROWN: Well, is that -- in your opinion,
23 are the two options presented, the variance, are they
24 the minimum necessary?
25 MR. SAMPLEY: Yes.
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1 MR. BROWN: I know I'm taking over here for a
2 second, but does anybody on the board see that
3 differently, that those two measures, two alternatives,
4 are the minimum necessary?
5 MR. CHAIRMAN: The basic question is, if you
6 filled in the crawl space, you wouldn't need the
7 variance.
8 MR. SAMPLEY: Correct.
9 MR. CHAIRMAN: So that's how they would get
10 through this. They don't want to do that. So then the
11 question is, okay, they're not going to fill in the
12 crawl space. What do they need to do to have the
13 minimum variance? You're saying they have done that?
14 MR. SAMPLEY: Would satisfy all those
15 requirements.
16 MR. CHAIRMAN: Okay.
17 MR. SAMPLEY: The six.
18 MS. DAGGETT: Can I make one recommendation, or
19 suggestion anyway, that you might want to think about?
20 That is, since there are two alternatives being
21 discussed and since one of them requires the variance
22 and the other doesn't, you might want to think about --
23 I mean, to afford relief, what does that mean, and if
24 there's a reason that the applicant is seeking the
25 variance to have the crawl space as opposed to not
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1 having the crawl space. That seems like that's the
2 distinction.
3 MR. BROWN: Yeah. I think that's what we're
4 getting at here, the Alternative 1 and 2 discussion.
5 And so for the staff, is there -- why would you
6 choose Alternative 1 over Alternative 2, Alternative 1
7 being the --
8 MR. SAMPLEY: I would turn it back to the
9 applicant in terms of the rationale. You know, he
10 talked about some of the other utilities and so forth
11 that go underneath there. So I think he presented that.
12 MR. SCHNEIDER: If I may, to be honest with
13 you, when we first -- before we got the first -- the
14 approval for the permit in November and determined that
15 we would need some form of permit, floodplain use
16 permit, elevations were all shot. The existing -- all
17 the grade elevations are accurate or within a minor
18 change. It was the existing main floor of the house
19 which was off by the 2 feet. So when we built the
20 plans, that's what caused the inability, after we
21 discovered it, to not put the mechanical down.
22 The crawl space is in. Everything is
23 backfilled. We've got lumber in the front yard, windows
24 in the house. We're ready to go.
25 There's a financial consequence if we actually
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1 fill it all in. The cost to floodproof and meet the
2 standards and the requirements that we both agreed to
3 has been a long process of back and forth, saying, yes,
4 no, yes, no, how do we do this.
5 That's a less -- that's a minimal financial
6 impact compared to actually backfilling, doing the
7 slab-on-grade construction plus the long-term potential
8 effects of the plumbing system being underneath there.
9 It's locked in the slab. So if there ever was any kind
10 of a plumbing break or issue with that, we would be
11 tearing up concrete.
12 It's not the desire of the client, originally
13 or at this time, to do slab on grade. Because that was
14 an option. But with this being a retirement accessible
15 area, the concrete is not as forgiving of a floor system
16 for longevity and universal designs.
17 MR. BROWN: Yes. Well -- sorry.
18 MR. CHAIRMAN: This is the architect.
19 MR. FRICK: I'm Bud Frick. Another reason --
20 Ken, can you go back to the section showing the island
21 and things like that? There is an existing fir tree
22 that's on the site right in the construction of that
23 addition.
24 Yeah, there. If you look on the left side of
25 Section 1, you see how the floor is cantilevered over
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1 the foundation. That is a result of trying to keep the
2 tree alive and be so far away from the center of the
3 tree for any foundation and cuts so that the tree could
4 survive.
5 The only way we could get the space in the
6 house and get the foundation in there was to cantilever
7 the floor. Slab on grade is going to be much, much,
8 more difficult to do that and insulate than doing this.
9 Of course, it was approved at one time for our floor
10 zoning.
11 MR. CHAIRMAN: Brian?
12 MR. BROWN: So I guess the struggle in this is
13 the variance, the minimum necessary. The problem is we
14 have an alternative that doesn't require a variance. We
15 obviously have -- the variance request is Alternative 1,
16 and that's what staff is recommending.
17 So I think for now maybe we punt on 1, keep the
18 conversation going, but we may have to come back to
19 that. I think, in my mind, we should come back to that.
20 Does that make sense?
21 MR. CHAIRMAN: Punt on the motion option or --
22 MR. BROWN: No. We're just presenting
23 information right now on these three points. There's no
24 decision on 1 yet. But for me, the struggle is, is the
25 variance the minimum necessary. The potential is, we
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1 have a solution that does not require a variance.
2 MR. GARNER: But I think it's a difficult way
3 to view it when there's, you know, a circumstance. So
4 that circumstance, I think, takes some precedence over
5 that minimum because now that minimum is moot, going to
6 that slab on grade relative to this first point. So I
7 think it's trying to acknowledge --
8 THE CHAIRMAN: Yeah. We didn't come in prior
9 to construction.
10 MR. GARNER: It was an approved set of plans,
11 approved set of plans with flood issue that now has had
12 an inconvenient error that, in my way of thinking
13 anyway, is no longer a minimum necessary -- minimum
14 approach because it's actually demolishing construction
15 to gain the benefit of that minimum.
16 So I guess I'm not too in favor of punting at
17 this point -- at that point because --
18 MR. BROWN: And I don't mean punt as -- I'm
19 just saying let's stew on that. Let's move down to 2
20 and come back to 1.
21 MR. GARNER: I'm ready to eat. That would be
22 my perspective on that point.
23 MR. BOVEE: The way I read 1 is, the variance
24 is the minimum necessary. It almost means to me it's
25 the minimum necessary variance. Now, not getting the
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1 variance is a whole other thing. Are there other
2 variances? That's kind of how I read it, to afford
3 relief. That whole discussion is what variances are on
4 the table to afford relief.
5 MR. BROWN: I agree with you. As far as the
6 variance, Alternative 1 is probably the minimum. The
7 struggle in -- Carrie, correct me if I'm wrong, but
8 there's also a question, I think inherent in this, about
9 do -- are there -- is there an alternative to not
10 walking down the variance road? I mean, we're doing a
11 variance, but there's an alternative that doesn't
12 require one.
13 MS. DAGGETT: So I have one idea that might be
14 useful from a -- with the thought process kind of thing.
15 The second concept that -- the second finding
16 generally -- and the reason they're listed this way
17 typically is because that's the order they appear in the
18 code -- but is a finding that there's good and
19 sufficient cause for the variance.
20 So, you know, theoretically if you started with
21 that one logically and said, is there good and
22 sufficient cause for the variance and thought through
23 sort of what that -- what the thinking was as it relates
24 to that and thought about, you know, what the applicant
25 is trying to do and what the reasons the applicant
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1 thinks the variances necessary are. Then, after
2 thinking through that, then took on, is this the minimum
3 necessary. Then I think that helps kind of frame,
4 minimum necessary for what.
5 So, I mean, just as a suggestion. It's not
6 like a magic bullet, but it might help you kind of talk
7 through it.
8 MR. BROWN: Are there any board members that
9 want to chime in on the good and sufficient cause?
10 MR. SCHNEIDER: Can I add a clarification? If
11 we do not -- if we go to Option 2 and do not require a
12 variance, we then have to raise the BFE above an
13 existing floor, because we're an inch, in order to
14 maintain the 6-inch freeboard, because part of the
15 variance request is to be an inch below that 6-inch. So
16 we're actually having to raise the floor above the
17 existing floor height. And depending on building codes,
18 then I would have to raise it even more to accommodate
19 that step between the new structure and the old
20 structure. A big part of this was universal design,
21 accessibility for future life changes, to be able to
22 maintain and stay within the home.
23 MR. BROWN: Thank you. Any other board members
24 that want to chime in on good and sufficient cause?
25 MR. GARNER: I do. I got confused then. So
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1 now what I hear you say is that if we were to go slab on
2 grade that that would be an inch -- based on the needs
3 to meet flood, an inch above existing?
4 MR. SCHNEIDER: Correct.
5 UNIDENTIFIED SPEAKER: Which is why you're
6 confused?
7 MR. SCHNEIDER: Building code requires a
8 minimum 3-inch rise.
9 MR. GARNER: Okay. I understand.
10 MR. SCHNEIDER: So in order for the codes to
11 communicate, it's not just a 1-inch step.
12 MR. GARNER: Got you. You hadn't said that
13 part. I understand now.
14 MR. SCHNEIDER: To comply under the building
15 code.
16 MR. GARNER: Understood. Thank you.
17 MR. BROWN: So I thank you for your comment
18 about good and sufficient cause because that was helpful
19 for me. I think with that, on No. 1, I'm happy to eat
20 with Eric. So I do see that this variance request is
21 minimum necessary.
22 MR. CHAIRMAN: Okay. Is there any more
23 discussion related to that?
24 MS. HUBER-STEARNS: Well, I had a question. It
25 was on No. 3, and we haven't got to that part yet.
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1 MR. CHAIRMAN: Go ahead.
2 MS. HUBER-STEARNS: I was just wondering, the
3 last part of it about it conflicting with existing local
4 laws or ordinances -- this is very new to me. This
5 might be a very obvious question. But right now code
6 does not allow for floodproofing, is that right, on a
7 residential structure?
8 MR. SAMPLEY: Yes.
9 MS. HUBER-STEARNS: So that part would
10 conflict?
11 MR. SAMPLEY: That's why we're requesting the
12 variance. The variance puts it back into compliance.
13 MS. HUBER-STEARNS: Has that occurred before
14 with a residence in Fort Collins?
15 MR. SAMPLEY: I believe -- it's been quite some
16 time. We've -- actually, a property on Whedbee, another
17 property on Whedbee, and on Magnolia as well. I do
18 not -- we had at the water board here a couple of months
19 ago a request for 912, I believe, Magnolia. The board
20 approved that request. That's the most recent one.
21 MS. HUBER-STEARNS: So these have come before
22 the board?
23 MR. SAMPLEY: Yes, a few.
24 MS. DAGGETT: Just to make sure everybody has
25 information, in talking about the variance findings,
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1 they are the minimum necessary under 10-29(f); good and
2 sufficient cause under 10-29(g)(1); and not result in
3 any increased flood heights and a multitude of other
4 things under 10-29(g)(3) just so that people have that
5 for reference and it's on the record.
6 MR. CHAIRMAN: So you are suggesting that we
7 need to work those sections of the code into our motion
8 to say, if we do Option 1 --
9 MS. DAGGETT: The board would find that those
10 things had been met.
11 MR. CHAIRMAN: Okay. And is it sufficient to
12 just add a sentence somewhere at the front to that
13 effect?
14 MS. DAGGETT: Uh-huh.
15 MR. CHAIRMAN: Okay.
16 MS. DAGGETT: Can I suggest that you also
17 mention the variances as described in the staff report
18 just to make sure, in the record, that it's clear what
19 the variances are that you're talking about?
20 MR. CHAIRMAN: Do you want us to read through
21 all that, or can we reference it on the screen and
22 get --
23 MS. DAGGETT: I think you can just reference it
24 as being in the staff report.
25 MR. CHAIRMAN: Okay. All right.
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1 MR. BROWN: We didn't discuss No. 2, any
2 showing of good and sufficient cause. Based on Eric's
3 interest in dining, is there any other conversation on
4 the board about whether this is showing good and -- that
5 it has not been adequate?
6 MR. BOVEE: I think it's a fairly --
7 THE REPORTER: I'm sorry. I didn't hear you.
8 MR. BOVEE: It's a fairly -- I think No. 2,
9 which says there has been a showing of good and
10 sufficient cause, is my personal reason for actually
11 allowing the variance. Of the three, that's the
12 strongest reason. There is good and sufficient cause.
13 MR. BROWN: Does anybody on the board have a
14 problem with No. 3, that the granting of the variance
15 would not result -- I don't know if you want me to read
16 that. Does anybody have any issue or hard time on
17 No. 3?
18 MS. DAGGETT: Why don't you go ahead and read
19 it?
20 MR. BROWN: Number 3 being, the granting of the
21 variance would not result in any increased flood
22 heights, any additional threat to public safety or to
23 public or private property, any extraordinary public
24 expense, any nuisance or trespass, any fraud on or
25 victimization of the public or conflict with existing
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1 local laws or ordinances.
2 I'm sorry. Is that a little fast?
3 THE REPORTER: I got it.
4 MR. CHAIRMAN: Well said.
5 MR. BROWN: Okay. I would like to make a
6 motion.
7 Given the variances described in the staff
8 report, the board feels that the variance is the minimum
9 necessary considering the flood hazard to afford relief;
10 two, there's also been a showing of good and sufficient
11 cause that this variance is necessary; and, three, the
12 granting of the variance would not result in any
13 increased flood heights, any additional threat to public
14 safety or to public or private property, any
15 extraordinary public expense, any nuisance or trespass,
16 any fraud on or victimization of the public or conflict
17 with existing local laws or ordinances.
18 Further, I move approval of the floodplain
19 variance request for 215 Whedbee Street to allow
20 construction of the new residential addition in the
21 100-year flood fringe of the Old Town Basin with the
22 following conditions:
23 One, the perimeter of the proposed addition
24 must be floodproofed in accordance with the construction
25 and documentation standards of Chapter 10, Section 38;
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1 Two, the existing window in the historic
2 portion of the home that currently exists below the RFPE
3 must be abandoned and sealed permanently;
4 Three, the heating, ventilation and
5 air-conditioning ductwork must be relocated out of the
6 proposed crawl space to the proposed attic;
7 Four, the new electric lines shall be above the
8 BFE and only slightly below the RFPE and;
9 Five, a FEMA floodproofing certificate will be
10 submitted in place of an FEMA elevation certificate.
11 MR. CHAIRMAN: Question. Is it sufficient to
12 say slightly below RFPE? You had inch up there before.
13 MR. SAMPLEY: I believe that's --
14 MS. DAGGETT: I think that if the board would
15 like, the staff might be able to provide a numerical
16 standard that you could include in the condition.
17 MR. CHAIRMAN: I'm asking if it's that
18 important.
19 MR. SAMPLEY: No. I don't know if there's
20 an -- it's approximately a tenth. That would be -- you
21 could state within a tenth of RFPE.
22 MR. CHAIRMAN: Okay. I'm not going to ask to
23 change it.
24 Do we have a second?
25 MR. GARNER: Second that.
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1 MR. CHAIRMAN: Eric.
2 Any discussion?
3 Okay. None.
4 All in favor of the motion, say aye.
5 Any opposed?
6 Okay.
7 MR. SCHNEIDER: Thank you, guys.
8 MR. CHAIRMAN: Thank you.
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1 STATE OF COLORADO )
2 ) ss. REPORTER'S CERTIFICATE
3 COUNTY OF LARIMER )
4 I, Andrea Ballantyne, do hereby certify that I am a
5 Certified Shorthand Reporter and Notary Public within
6 the State of Colorado.
7 I further certify that this hearing was taken in
8 shorthand by me at the time and place herein set forth,
9 that it was reduced to typewritten form, and that the
10 foregoing constitutes a true and correct transcript.
11 In witness whereof, I have affixed my signature
12 this 18th day of March, 2013.
13 My commission expires May 20, 2013.
14
_____________________________________
15 ANDREA BALLANTYNE
216 16th Street, Suite 600
16 Denver, Colorado 80202
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1 CITY OF FORT COLLINS WATER BOARD MEETING
March 7, 2013
2 Minutes
3
4 Call to Order
5 Last Month's Minutes
Not read -- to be read at April's meeting
6
Quorum of Members confirmed
7
Variance Proceeding for 215 Whedbee
8 Quorum confirmed
Disclosures -- none
9 Staff Presentation by Ken Sampley via PowerPoint
Owner/Applicant comments
10 Board Q & A
Closing Arguments
11 City Attorney procedural suggestions
Board Q & A
12 Motion made by Brian Brown
Motion seconded by Eric Garner
13 Variance Approved
14 Donnie Dustin: Treated Water Summary Reports
15 Owen L. Randall: Utility Capital Project Updates
West Vine Outfall Channel
16 Wastewater Collection System
LaPorte Avenue Transmission Main Improvements
17 42-inch Sanitary Sewer Main and 12-inch Water
Main Relocation at Mulberry Bridge
18 Cured-in-Place Pipe Water Main Rehabilitation
Box Elder Creek Outfall Improvements
19 Cathodic Protection of Water Treatment and
Transmission and Distribution System
20 Water Lines
BRT Water and Sewer Relocates
21 Stream Rehabilitation and Enhancement Program
Rigden Municipal Storage Pond
22 Pleasant Valley Pipeline Pre-sed Basin
23 Meeting adjourned by The Chairman at 7:14 p.m.
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