Town of Warner – Planning Board

Minutes of Meeting

Monday, November 3, 2008     7:00 PM

Warner Town Hall , Lower Level

 

Members Present:      Barbara Annis, Paul Violette, David Hartman, Hank Duhamel, Ed Mical, Dan Watts,
 Rick Davies

Members Excused:      None

Members Absent:       None

Members Late:            None

Alternates Present:    Robert Ricard, Harold French

Alternates Excused:   None

Alternates Absent:     None

Alternates Late:         None

Presiding:                    Barbara Annis

Recording:                   Jean Lightfoot  

Also Present:  Richard Cook, David Karrick, Laura Buono, Jim McLaughlin, Harold Whittemore and Bill Chandler

Open Meeting at 7:00 PM

Roll Call  

Ms. Annis opened the meeting at 7:03 p.m.   The roll call was taken.  Ms. Annis thanked the Selectmen, the Police Chief and a member of the Budget Committee, Harold Whittemore, for attending.  She said a number of boards and property owners in the area received invitations to the meeting, but noted that they were not here.   

1.  REPORT AND ANALYSIS OF REVIEW OF INTERSECTION OF ROUTE 103 AND MARKET BASKET PLAZA

Ms. Annis recognized Todd Clark of Hoyle, Tanner & Associates, Inc. and Mr. Clark introduced his associate Steven Haas.  He said they were asked by the Town to advance a previous access management study for the Route 103 and Market Basket Plaza intersection.  He said that this is not final and is a work in process.  He said it will be part of a request to go to NHDOT to solicit funding assistance.  He said that they intend to walk through the draft study and plans that were distributed about a week ago.  He said that the plans that were prepared are the existing conditions.  He explained the color coding used on the plans that he was reviewing:  blue is water, darker green is forested area, gray is the existing pavement and red are existing structures and north is generally up on the plans. The green color would be a raised median.  The light orange is the existing driveway and the darker orange is the proposed new driveway.  The brown is the proposed shoulders.   

Mr. Clark said that the plan is to go over the introduction and purpose, the existing conditions, the proposed improvements with alternatives 1A, 1B and 2, and then construction cost estimates, using today’s dollar values.  He spent some time reviewing the plans showing the I-89 and Route 103 area, indicating various features such as the floodplain of the Warner River and the area included which is from Waterloo Road up to North Road on Route 103.  He said that the posted speed limit is 35 miles per hour and the minimum pavement width is two 12-foot travel lanes, with variable 4-12 foot shoulders.  There are left turn lanes onto I-89 and into Market Basket Plaza and Citgo.  There are stop signs at the side streets.  He said that generally the pavement appears to be in good condition, although no geo-technical work was done on it.  He said that they also considered the commercial developments that have been approved and the large DOT right-of-way that exists.   

Mr. Clark explained that as a driver proceeds through this section, there are many decisions to make.  There are multiple access and egress points from the Citgo station and the Park and Ride facility.  He said there is a lack of queuing storage for the left turns out of the driveways.  He said they are poorly striped and needlessly wide, which tends to confuse the driver with all that pavement.  He added that the Citgo station has a fairly tight facility for their required large truck movements internally.  There are minimal pedestrian and bicycle accommodations in the area.  He said there is a large speed differential between the southbound on-ramp of I-89, where the driver traveling southbound has a much longer, straighter, and uninterrupted acceleration condition as compared to the drive coming from the eastern portion and taking a hard left.  

Mr. Clark introduced Mr. Haas to show some traffic configurations at the Market Basket Plaza-Route 103 intersection.  He showed numerous iterations, using software which projected animations of the various estimates of how the traffic would flow – including how it flows currently (which was counted at 8000 vehicles per day in 2007), with a heavy volume turning left from the eastbound lane into the Plaza and a heavy southbound right turn coming out of the Plaza.  He said from the NHDOT Bureau of Planning, they found that there are approximately 8 accidents per year within the study area, but it is not known where they take place.  He said that the missed accident rate is approximately 137% of the statewide average.  Mr. Mical asked what time of year the traffic count was done.  Mr. Haas said he did not know, but added that the study conducted was adjusted to reflect peak conditions.  Ms. Annis asked if the 137% is extremely high or extremely low.  Mr. Haas responded that this area is approximately 2/3 of a mile, resulting in 5 – 5-1/2 crashes per vehicle mile, so it is high.  Mr. Violette commented that around lunchtime there will be 6-12 cars lined up from the southbound ramp of I-89 trying to turn left into the Market Basket Plaza , which seems to be much more than is shown in the animation.  Mr. Clark said in the future projections, the queuing is much more pronounced.  Mr. Violette said that there is a median strip on the Market Basket Plaza entrance and there is no sign on it, since all signs have been destroyed by the tractor trailer trucks turning.  He said that today he saw someone trying to enter coming east on 103 who entered to the left of the median strip, braked, backed up and went around it.  Mr. Haas said that is why the channelization with marking on the driveways and the signs are so important, so that people know where they ought to be.  Mr. Duhamel asked Mr. Chandler if pulling out of North Road and the police station, trying to head south on 103 and turning left, is difficult.  Mr. Chandler said it is not difficult.  He said he thought it was more difficult exiting from the Park and Ride than it is for those turning from North Road because they are driving more slowly in that area.   

Mr. Haas continued by talking about the I-89 on and off ramps.  He said that the Plaza Drive and Citgo intersection have a level of service F, which is a failing intersection.  Level of service is a measure of the level of delay that an intersection overall is experiencing.  This is based on a measure by the Highway Capacity Manual which assigns a letter to an intersection based on the amount of seconds of delay that is experienced at an intersection.  He said that the northbound off-ramp is experiencing a level of service C and the southbound off-ramp was experiencing a level of service D.  He said that these levels for a major intersection like that is acceptable.  He said that the North Road intersection is a level of service B.   

Mr. Haas went on to describe a Signal Warrants Analysis for determining if a traffic signal should be installed.  They consider various criteria.  He said that for this project, they considered the 8-hour, 4-hour, peak hour and crash data.  He said that they thought the Market Basket Plaza intersection would meet the Four-Hour warrant, which means that does the traffic for four hours of an average day meet a certain threshold.  He said there are two conditions for that warrant:  one is for a small community under 10,000 people or a corridor that has a speed limit that is over 40 miles per hour.  Warner meets the warrant since it has fewer than 10,000 people.  He said that though there is a high accident rate, it is not determined as to whether the crash warrant is met.  To meet the warrant, there must have been 5 accidents in the area that could have been corrected with a traffic signal, and then only if other measures have been tried to correct those accidents.  Mr. Mical said that the Access Management Study in 2005 indicated that it was met for three of the warrants.  Mr. Haas said that NHDOT has looked more at the right turn traffic at an intersection than they did in 2005, where the right-turn traffic from the Market Basket Plaza could be better directed, thus alleviating some of the queuing.  Mr. Cook asked if the 4 hours is within a 24-hour period.  Mr. Haas said yes.   

Mr. Clark said with the existing conditions, they tried to set some goals on how to shape a project in the future.  He said the goals identified were:   

  • Increase traffic channelization, or informing the driver of where they need to be and do it more aggressively than is there today;
  • Add specific purpose lanes, like left-turn bays and right-turn bays on the major road and the minor roads;
  • Reduce the driveways;
  • Align access points; and
  • Reduce the number of conflict points.

He said in any condition possible, the access points will be opposing one another and are not off-set, thus reducing the length of exposure when crossing the road.   

He said they have three alternatives for the east side of I-89 and one on the west side of I-89.  The proposed improvements are:

·   Continue to provide 2 – 12 foot lanes and 4 foot minimum shoulders

·   Provide left turn pockets at all median breaks

·   Construct 6 foot wide raised concrete median, to limit the cross-movement conflict points through the corridor

·   Minor realignment of the Market Basket and Citgo drives

·   Align Park and Ride drive with proposed shopping plaza drive

·   Close secondary Park and Ride drive

·   Restrict secondary Citgo drive to right in and out  

Mr. Clark said that Alternative 1A is Stop Control at Plaza Drive .  This would entail constructing raised medians to the east and west of the drive, defining the queue lines.  He said that the median in the Plaza Drive should be about 2-1/2 times the length it is today.  He said in order to realign the Citgo drive, the median needs to be moved slightly and some of the pavement needs to be eliminated, to better define the area, considering the large vehicles that need to get in to deliver gas.  He said that a concrete surface was chosen because of maintenance purposes.  He said anything that is less than 10 feet or so is hard to get grass to grow on.  Ms. Annis asked how the State feels about the median, especially in the wintertime for plowing.  Mr. Clark said it is used throughout the state with no problems.  Mr. Whittemore asked if there would be room in the Park and Ride for tractor trailers to turn if the second exit were closed.  Mr. Clark said there would have to be at least for buses and they would add a bay in the area for the buses to drive in, back up, turn around and drive back out again.  Ms. Annis asked him to check on that again because it was her understanding from the Park and Ride person from Rails and Transit that there could be no backing up whatsoever.  Ms. Buono said that also the Park and Ride person did not want to close off the second exit.  Ms. Annis explained that they had wanted the buses to be able to go all the way in, go around and then go out without having to back up.  She said that the original design had a hammerhead and that was not approved.  Mr. Mical said that their concern was with the buses, and not so much with the tractor trailer traffic.  Ms. Annis asked about the right turn only coming out of Citgo, and how one returns to the Interstate.  Mr. Clark said that the other driveway would have to expand to allow internal movement at the pumps and then exit from that one, which would allow a left turn.   

Mr. Clark reviewed the following estimated results from Alternative 1A:  

         Future Traffic Operations (2010/2020)

·         Continued Level of Service F at Plaza southbound, long delay and queuing

·         I-89 Ramp approaches nearing capacity by 2020

·         North Road and Park and Ride drives operating at good Level of Service  

PROS:

·         Reduces conflict points

·         Provides left turn pockets

·         Easily upgraded to traffic signal, if warrants are met

·         Cheaper than traffic signal

·         Minimal impact to NH 103 operations  

CONS:

·         No improvement to Plaza delay and queuing

·         No improvement to left turning safety to/from Plaza  

Mr. Cook asked if pedestrian and bicycle traffic were considered.  Mr. Clark said no, that this was an abbreviated study, observing the site for a day or two and then trying to pull everything together to conceptualize a project.  He said that a project would have to entail review of the Master Plan and other items that the town would want to promote.  

Mr. Haas reviewed the animation which shows the estimated traffic flows of 2020 with Alternative 1A which shows a considerable increase in traffic based on future development and background growth.  He said that the queues on 103 do not seem much larger, but he Plaza Drive backup is considerably longer.  Mr. Hartman commented that the only serious queue that he could see was that going back into the Market Basket, with very few or no queues anyplace else.  Mr. Haas said that the Alternative does improve the traffic flow, by raising the medians and getting rid of the dual driveway situation at Citgo.  He said that traffic flows through Route 103 efficiently, but it cuts off the driveway.  Mr. Duhamel asked if a State Liquor Store were to come in, how the numbers would change.  Mr. Haas said that has been factored in since it would most likely go into the R.A.W. Plaza .  He added that there are no traffic studies for the Hudson Lane development on the west side of I-89 as well as for any development on North Road , so it is difficult to factor those in.   

Mr. Haas presented Alternative 1B which is a traffic signal.  There would be the same raised median and the same traffic approaches with the only difference being that there would be a signal where they all have to stop in different phases, allowing the traffic to enter from the Market Basket Plaza and turn left.  He said without the right turn west bound lane out of the Market Basket, the queue would begin again back into the Plaza.  He said with the traffic light, the intersection becomes a level of service C up to 2020.  In 2020, a larger eastbound queue trying to turn left into the Plaza would develop.   

He listed pros and cons of Alternative 1B as follows:  

PROS:

·         Reduces southbound queue

·         Improves left turning safety to/from Plaza

·         Consistent with commercial traffic control measures

·         Can be coordinated with additional future signals  

     CONS:

·         Adds delay to eastbound and westbound through movements

·         Most costly alternative  

Ms. Buono said that NHDOT said that because Market Basket Drive was private, they were not interested in participating in the costs.  She asked if when Mr. Clark was referring to petitioning DOT for funding, was he talking about the signal and the islands, meaning that they typically assist in that.  Mr. Clark said that perhaps they would participate in a significant part of it, but not all of it and that is fairly common.  He said that they cannot make a recommendation yet because there is no budget and there can be no budget until there is a plan.  He said this is conceptualizing everything that can be done here and then go to DOT and say these are all the improvements that could be made and they will come back with whether or not they can contribute.  He said at that time the improvements could be tailored based on the town dollar value raised to come up with an ultimate or interim solution.   

Mr. Cook asked if, since the private drive is contributing so much to the problem, there is any way to have them contribute because it is a problem that they are creating.  Mr. Clark said it is tough because the Planning Board had its look at it 12 years ago and it was approved and now to go back and fix it is difficult.  Mr. Violette said there was a chance to make it a public highway and it was turned down.  Mr. Cook said that it is going to benefit them because a lot of people come to Warner from Hopkinton or towns closer to Concord is that they don’t want to sit on Fort Eddy Road .  He said without correcting this, they will be sitting here and it is in the best interest of the business to keep the traffic moving.  He said that people will not drive here from Hopkinton to run into the same problems they run into on Fort Eddy Road .  Ms. Annis said that it’s not saying that they can’t be asked for help, but she said that letters were sent out to each property owner in the area for tonight’s meeting and they did not come.  There was some discussion about the amount of work that Market Basket put into the area when they came in.  Mr. Mical said that the entrance into the Market Basket Plaza is actually owned by McDonald’s and the Market Basket portion doesn’t start until further in.  

Mr. Haas showed an animation for 2020 using the traffic signal, resulting in a Level of Service C for the intersection.  Mr. Hartman said that he thinks that Level of Service C indicates that it is not as good as it could be.  He said that when he looks at the queues he sees an A, not a C.  Mr. Haas said it is all based on the seconds of delay average over the intersection.  Mr. Hartman replied that he sees no substantial delay.  Mr. Haas slowed the simulation down to actual time and said that it is an average based on traffic volume, as well.  Mr. Hartman said that it is the southbound traffic out of the Market Basket is always what appears to be the problem.  Mr. Haas said that if those cars are experiencing, say, 15 seconds delay and some of the others are experiencing 5 seconds, the higher wait is going to skew the average higher.   

Mr. Haas presented Alternative 2 which is the roundabout at Market Basket Plaza Drive .  It would be a 115 foot diameter roundabout.  He said that the roundabouts have a learning curve, but in Europe they have a great experience with them.  He said the simulation animation shows in 2020 a Level of Service A for the roundabout, with very little queuing from any of the approaches.  He said this would be similar to the other concepts, including medians and channelization, with the only difference being the roundabout at Plaza Drive .  The left turn pockets would be eliminated because the left turns would go around the circle.  He said it would also allow for U-turns to access any parcels that would get blocked off because of the median.  Ms. Annis asked if there is room enough right now in the state right-of-way to construct this.  Mr. Clark said it could be built on the existing pavement because of the left-turn pockets.  Mr. Haas said that the only expansion would be in the Citgo and Market Plaza driveways.   

Mr. Haas continued with the cons for Alternative 2:  Inconsistent with corridor traffic control measures; approach speeds on NH 103; difficult to increase capacity in future; complicated geometry with close driveways.  Mr. Duhamel commented that it seems that the signage and the markings will let the drivers see that it’s coming up, so they will not just come up on to it.  Mr. Haas said that there is good visibility in this location so they can see it from a long way off in both directions.  He said that one major difficulty with a roundabout is that it’s difficult to increase capacity.  He said there is the possibility of adding a lane to the roundabout, but that would be at great cost.  However, he said, looking out to 2020, it still would be operating at a good level of service.  He said there is some complicated geometry with this option, for example, a right turn lane is still a little close to the roundabout.   

Ms. Annis asked how the 115’ diameter roundabout works with tractor trailer trucks, fire trucks, etc.  Mr. Haas said that being in the middle of the road, it should work all right.  Mr. Violette commented that most of the ones he has seen have a rock inlaid center for tractor trailers to run over.  Mr. Haas agreed, saying that there are really two surfaces, with the main pavement for cars to run on and then the inlaid rocks for the larger vehicles, rather than pavement, in an attempt to slow them down through the roundabout.  He said that there is one in Meredith and now one in Concord .  There was some discussion about the Concord roundabout on Center Street .  Mr. Violette commented that it does take some time for people to adjust.  There was some further discussion about the Keene , Goffstown and New London roundabouts.  Mr. Clark said that the City of Concord used cones to test what the best radius would be for the fire trucks.  They set up the cones in smaller and smaller radii until the firefighters didn’t like it and that was determined to be too small.   

Mr. Clark continued with a description of the proposed improvements on the west side of I-89.  He said with the speed differential there, in order to improve the safety, and considering the Hudson Lane development, they would propose to remove the long acceleration condition on the southbound entrance ramp.  They propose to provide a parallel deceleration condition.  He said they tried to design the curves so that the drivers entering from the west and those coming from the east and Hudson Lane would be traveling at similar speeds.  He said this also considers future development west on Route 103.  Mr. Violette said that it may be too late on this because the Hudson Lane development went through an extensive period of time with the State and it was agreed to extend the island west, which will provide a longer acceleration.  Mr. Duhamel said that it may not impact the driveway because it’s still all under the State’s jurisdiction so they might still consider this alternative.  Mr. Haas said that there were other concerns about the extension of the island.  He said that the southbound off ramp does experience some delay in queuing as the traffic comes up to the intersection and this may worsen that.   

Mr. Clark discussed other design considerations.  He said that there would be no new sidewalk construction in these designs, and if there is a need, pedestrian requirement would need to be considered.  He said if a traffic signal were selected, there would be minor utility impacts.  He said that there is very little impact to the state right-of-way, however, there would be construction easements required for some of the driveway work.  He added that the potential for widening between the bridge and the Citgo drive may impact the 100-year flood plain.  Finally, he said the stormwater requirements are continually changing as far as the need to treat stormwater coming off paved surfaces.    

Mr. Clark summarized the construction cost estimates, with the following assumptions:  

·         Step box widening matching existing materials

·         20% drainage line item

·         Cold plane/overlay of existing pavement surfaces, if not required could remove up to $130,000  

Alternative 1A – Stop control - $1,220,000

Alternative 1B – Traffic signal - $1,370,000

Alternative 2 – Roundabout - $1,130,000

Southbound on-ramp reconfiguration - $320,000  

He said that these estimates are based on standard DOT construction dollars, which have been rising for the last couple of years.  He said these are in today’s dollars and it was computed based on the I-93 corridor average costs.  Mr. Davies asked how much design cost would be added to the above estimates.  Mr. Clark said the general rule is about 10%, but it depends on the project intricacy.  He said for planning purposes, they use 10% but a lot of times it can come in under that.  He said that the design would not have to be supplemented with some things because there are no historic buildings and there would not have to be any archeological digs.  Mr. Ricard asked which would be the safest in preventing accidents.  Mr. Clark said, initially, he thinks the roundabout because there are the fewest number of stopped vehicles.  Mr. Violette asked if the roundabout is the highest traffic-calming approach, considering that people can run traffic lights, but it’s hard to run a roundabout.  Mr. Clark replied that it could be.  Mr. Haas said that a roundabout limits the severity of accidents, because the angles that they can collide are different from a traffic light – a 45-degree angle vs. a right angle t-bone crash with a traffic signal or a stop controlled intersection.  Mr. Violette said that he has heard from a number of people that senior citizens seem to have the most problem with roundabouts, at least initially.  

Ms. Annis asked Mr. Chandler what most of the accidents are there now.  Mr. Chandler said that from January 1 to August of this year, there were 11 accidents.  He said that covers from the southbound I-89 ramp to North Road .  He said a lot of the accidents were in the parking lots, where there were back-in fender bender types of accidents.  He said there were accidents on the road, but the majority of them have taken place in the businesses themselves.  He said that in spite of that, the intersection is out of control.  He said that people sit at the stop sign and get sick of waiting, so they take a chance.  He said there are many near misses and it’s just been lucky that there haven’t been more serious accidents in that intersection.  He said that most of it comes from the Market Basket driveway with people going either east or west who get sick of waiting for the traffic from I-89 to clear.  He added that it is also a problem having the two driveways from the Citgo/Evans business because a lot of people on the eastbound side trying to make a left to go west back toward Bradford and confuse their timing with the people coming out of the Market Basket driveway who are heading east toward Warner village.   

Mr. Davies asked if one could work outward, by putting in the signals or roundabout and then put in the calming lanes and turning lanes as the development increases, trying to keep the costs down initially.  Mr. Clark said that based on the existing conditions, he would not recommend installing a traffic signal without the medians to control it.  Mr. Davies said that on the DOT website there are some pictures of a Nashua roundabout where there are small, 20-foot long islands as you approach from at least two of the sides, and asked if this would be possible.  Mr. Clark said it depends, especially, since considering the park and ride entrance.  He added that these are essentially the best solutions.  Mr. Davies asked if there roundabout had a larger diameter if it would have more of a calming effect.  Mr. Haas said that the larger the diameter, then the larger the circulating radius which would allow for higher speeds, so it would not decrease speeds by increasing the diameter.  He said the increased diameter would create a true traffic circle.  Mr. Hartman said that the traffic circles in Epsom and Lee slow the traffic down and people yield.  Mr. Watts asked if the roundabout were installed would the secondary exit from the park and ride be able to function.   Mr. Clark said that that exit would be removed.  Mr. Watts said if DOT did not allow it to close, would it be able to function.  Mr. Clark replied that if the bus turnaround is the concern, that can be addressed and still close the secondary exit.   

Ms. Annis said that she knows that Mr. Clark is going to see Nancy Mayville at DOT on another project and asked if he were going to submit the draft proposal to her.  There was some discussion on this and Mr. Clark said he would deliver it to her when he sees her in the next couple of days.  Ms. Annis asked what the next step would if DOT agrees with the proposal.  Mr. Violette said that it’s possible that DOT will think these approaches are good, but will say they have no money, so the town is on its own.  Ms. Annis said she was wondering about the 8-hour vs. the 4-hour vs. the 12-hour traffic study which was mentioned as the next step that was to be done.  Mr. Haas said it is something that is recommended.  Ms. Annis asked if DOT would require that it be done if they were going to give some money toward the project.  Mr. Clark said that they would require it to get the right information.  He said that it would not be required if the decision was to go with the roundabout; it would be required for a traffic signal.   

Ms. Annis asked if there was any other discussion.  There was a discussion and then a consensus that the Board would like to have DOT look at the draft proposals and comment before any action would be taken on their part.  Mr. Violette said that if it were decided to add a bicycle lane, for example, that would require more consideration.  He said it needs to be discussed further.  Mr. Davies asked if any of the proposals are better for pedestrians and bicyclists than others.  Mr. Clark said that he thinks the roundabout would be better for the pedestrians because it would reduce their exposure time to the traffic.  Ms. Annis said that in the community survey that was conducted for the Master Plan, there was a question in regard to this area.  She said the one receiving the highest number of responses was that people wanted to see a median strip there; the second highest was traffic signal; and the last was the roundabout.  

Mr. Hartman asked what the “warrants” represent.  Mr. Haas replied that they are based on a publication that gives guidelines for traffic signals.  The warrants represent certain traffic conditions that are recommended that you meet in order to consider a traffic signal.  Mr. Hartman questioned why, if only one warrant is met, why a traffic signal is recommended.  Mr. Haas replied that only one of the warrants (or conditions) needs to be met, in order to recommend a traffic signal and added that no intersection meets all 4 warrants.   

Mr. Mical asked if there is some conflict with the 2005 study because intersection capacity in that study said that the capacity of that intersection meets or exceeds the minimum threshold for the peak hour, 4-hour and 8-hour signal warrants.  He said that what is stated in this study is that it only meets one warrant.  Mr. Haas said that they have changed the warrant analysis requirements since then in how the right turns are considered.   

There were no further questions.  Ms. Annis thanked Mr. Clark and Mr. Haas and they departed.   

2.  MINUTES  

Mr. Hartman MOVED to approve the October 6, 2008 minutes.  Mr. Violette seconded.  The motion was PASSED unanimously.  

Mr. Mical MOVED to approve the October 20, 2008 minutes.  Mr. Duhamel seconded.  The motion was PASSED unanimously.  

Mr. Davies MOVED to approve the Zoning Ordinance-Building Code Committee minutes of October 20, 2008 .  Mr. Mical seconded.  Mr. Davies said that there was a correction on the second page.  The intent was to exempt driveways.  So, he said that number 6, driveways should be deleted.  Mr. Hartman noted that there was a note in brackets from him showing information secured subsequent to the meeting where he discovered that a building permit is currently required for anything in which someone can stand up in, no matter the square footage.  The motion was PASSED with corrections unanimously.  

Mr. Violette MOVED to approve the Master Plan Committee Minutes of October 20, 2008 .  Mr. Duhamel seconded.  The motion was PASSED unanimously.   

3.  REPORT FROM SUBCOMMITTEES  

Mr. Mical said that the CIP has been completed and sent to the Town Clerk for her signature.  He asked that all members of the Planning Board get a copy of the completed version.  Ms. Lightfoot said she would send them.  Mr. Mical said he called the Budget Committee and has not yet heard when they will schedule the CIP.  He said he will let the Planning Board members know when it is so that they can attend in order to present the CIP.  Mr. Hartman said he thinks the next Budget Committee meetings are on the 13th and 20th of November.   

Mr. Violette said that the Master Plan Committee has a Visioning Session scheduled for Monday, December 8th.  He said they would like to have as much participation as possible.  It will be publicized and will follow up on the survey.   

Mr. Hartman said the Selectmen are inviting representatives from the Concord Regional Solid Waste Co-op to come to Warner on the 18th of November at 7:00 p.m. to do their presentation on what the single-stream recycling project is all about.  He said they have invited neighboring towns to come, as well.   

Mr. Davies said that he has some preliminary ideas on building definition for the next meeting of the Building Code Committee.  He said he will send out a draft of the thoughts since there are a number of different ways to attack it and how the definition affects the Ordinance itself.  He asked if anyone else has done some work on it to please share it before the meeting.  Ms. Annis said that has to be completed in two weeks if there is to be a hearing in December to place it on the warrant.  She said there is an article in the Farm Bureau magazine this month that there is a problem between the State Building Code and agricultural buildings.  She said the requirement on certain size buildings or buildings in which the public will be, and you have an agricultural building with a stable that houses horses, then a sprinkler system has to be installed.  She said she will try to get a copy out to the group.   

4.  COMMUNICATIONS AND MISCELLANEOUS  

Mr. Mical said that the 2008 Hazard Mitigation Plan has been forward to FEMA for review and said that the Master Plan Committee would probably want to get into greater detail on it.  Mr. Violette agreed and said it will be incorporated.  Mr. Mical said he has asked them to expedite the review because future grants are tied into having an approved plan.  Mr. Duhamel said there was a good job done on it.   

Mr. Davies said he had written to the MainStreet Bookends as requested at the last meeting to be sure they did not start breaking ground without a site plan review.  He said he called them and they assured him that it was a preliminary plan and they knew they had to go through the approval process before proceeding.  

5.  PUBLIC COMMENTS  

There were no public comments.  

Mr. Hartman MOVED to adjourn.  Mr. Violette seconded.  The motion was PASSED unanimously.  The meeting was adjourned at 9:07 p.m.