Called to order at 7:03pm by Vice Chairman Ms. Margaret Imber. Those Members present were Ms. Imber, Mark Morris, Roy Nickerson, R. Edward Morris and Raymond Lavoie. Board Members Gregg Varney and Shirley Twitchell were not present. Planner, John Maloney was present this evening. CEO, Roger Williams was also present this evening.
2
PUBLIC HEARING-HANNAFORD BROTHERS SITE
AMMENDENT
Ms. Imber opened the Public Hearing at 7:04pm.
Mr. Doug Boyce of Hannaford Bros. Co.
addressed the Planning Board by first introducing the members of the
Hannaford Team. Mr. Boyce proceeded by
stating that the Hannaford project had been approved at the March
Planning Board meeting. Since the approval of the
project a warrant had been approved at the
Ms. Imber closed the Public Hearing at 7:14pm.
3
NEW
BUSINESS:
A
GARY
GREEN SUBDIVISION EXTENSION
Mr. Maloney stated that the Riverview Subdivision had been approved 2 years ago. Significant construction has not begun therefore making this approved subdivision null and void. Mr. Gary Green then addressed the Planning Board and stated that his intention was to sell lots and then begin construction. Mr. Green then stated that because of the state of the economy he has not been able to sell lots. Mr. Maloney stated that he believes that Mr. Green has showed good cause and that the Planning Board could extend this approval to February 27, 2012. Ms. Imber stated that the Planning Board should be very conscious when making a decision based on good cause. Mr. Lavoie made a motion to grant this subdivision extension to February 27, 2012 based on good cause. Mr. Nickerson seconded the motion. The Board Members voted unanimously to grant this extension to February 27, 2012.
B
HANNAFORD BROTHERS-SITE AMENDMENT
Mr.
Maloney referred to the Findings of Fact & Conclusion of Law with
regards to the requested waiver.
Mr. Maloney then stated that the Town of
Standard
Where a proposed
development is to be located at the intersection of Route 4, 117 or
219 and a minor or collector road, entrance(s) to and exit(s) from
the site shall be located only on the minor or collector road
provided that this requirement maybe waived where the applicant
demonstrates that existing site conditions preclude the location of a
driveway on the minor or collector road, or that the location of the
driveway on the minor or collector road would interfere with a
predominately residential neighborhood. In addition, this requirement
may be waived when an analysis conducted by a traffic engineer,
retained by the Planning Board, finds that the operation or safety at
an intersection of Route 4, 117 or 219 and a minor or collector road
would be improved with an entrance or exit from or onto Route 4, 117
or 219. Any such entrance or exit shall be a restricted entrance or
exit point to supplement the primary entrance and exit from the minor
or collector road. The entrance or exit will maintain traffic
carrying functions and minimize congestion and crash potential.
Waiver Request
On May 12, 2010 the applicant requested a waiver from the
provisions of Section 5.E.3.g that reads "Where a proposed
development is to be located at the intersection of Route 4, 117 or
219 and a minor or collector road, entrance(s) to and exit(s) from
the site shall be located only on the minor or collector road."
Should a waiver to the standard be granted the applicant would create
a right-in driveway directly into the site from Route 4 and the
elimination of the right-turn lane for the Route 4 southbound
approach at the intersection with
Waiver Requests Findings
Section 5.E.3.g allows the Planning Board to waive this
standard if one or more of the following is met. 1) The applicant
demonstrates that existing site conditions preclude the location of a
driveway on the minor or collector road. 2) The location of the
driveway on the minor or collector road would interfere with a
predominately residential neighborhood. 3) An analysis conducted by a
traffic engineer, retained by the Planning Board, finds that the
operation or safety at an intersection of Route 4, 117 or 219 and a
minor or collector road would be improved with an entrance or exit
from or onto Route 4, 117 or 219. Any such entrance or exit shall be
a restricted entrance or exit point to supplement the primary
entrance and exit from the minor or collector road. The entrance or
exit will maintain traffic carrying functions and minimize congestion
and crash potential.
The applicant has not
directly provided information that existing site conditions preclude
the location of all driveways on to the Snell Hill Road or that the
location of all driveways onto the Snell Hill Road would interfere
with a predominately residential neighborhood.
The Planning Board retained
the services of John Q. Adams P.E. to conduct an analysis to
determine if the operation or safety at the intersection of Route 4
and the Snell Hill Road would be improved with the proposed right-in
driveway directly into the site from Route 4 and the entrance would
maintain traffic carrying functions and minimize congestion and crash
potential. In a letter dated May 5, 2010 Adams stated that he was in
agreement with the applicant that the addition of a right-turn
ingress lane will benefit the intersection of Route 4 and the Snell
Hill Road by reducing overall delay at the intersection, reducing the
number of turning movements into Snell Hill Road which may reduce
accident potential and there will be less traffic on Snell Hill Road
from Route 4 to the site entrance.
The Planning Board finds that proposed right-in turning lane
meets the waiver requirements, the standards of the Ordinance will be
met, the public, health, safety and welfare will be protected, the
intent of the Comprehensive Plan will be met and the performance
standards of the ordinance have been or will be met.
Mr.
Maloney then continued with the review of the Findings of Fact &
Conclusion of Law.
Amendment # 1 Overview
On May 12, 2010 the
applicant requested an amendment to the application approved on March
10, 2010. The amendment would create a right-in driveway directly
into the site from Route 4 and the elimination of the right-turn lane
for the Route 4 southbound approach at the intersection with
On May 12, 2010 the
Planning Board conducted a public hearing on the proposed amendment.
On that same date the Planning Board considered application material
including revised site plans and an analysis conducted for the
Planning Board by John Q. Adams, P.E. On May 12, 2010 the Planning
Board voted to approve Amendment # 1.
Standard [Those applicable to Amendment #1]
3. Vehicular Access: The proposed development
shall provide safe vehicular access to and from public and private
streets. When conflicts exist between
this section and a Driveway Permit or Entrance Permit onto Route 4
issued by the Maine Department of Transportation, the most stringent
or restrictive shall apply.
Overview
On May 12, 2010 the applicant proposed to
construct a right-in driveway directly into the site from Route 4.
The proposed driveway would be approximately 290' north of the Route
4 Snell Hill Road intersection. The driveway is designed for right-in
turning movements only. The driveway is 20' in width with a northerly
radius of 30' and southerly radius of 50'. The design provides for
265' taper and deceleration length and a full length width of 50'.
The previously approved right turn lane for the Route 4 southbound
approach at the intersection with the
Standard
The grade of any exit driveway or proposed street for a
distance of fifty (50) feet from its intersection with any existing
street shall be a maximum of three (3) percent.
Findings
The grade of right-in driveway from Route 4 into the project
site for 50' from the intersection with Route 4 is less than 3%.
Conclusion
Based on the above information and information in the record
the Planning Board finds that this
standard will be met. Mr. Nickerson made a motion to accept this
standard as being met. Mr.
Lavoie seconded the motion. The
Board Members voted unanimously to accept this standard as being met.
Standard
The intersection of any access drive or proposed street must
function at a Level of Service of C following development if the
project will generate 400 or more vehicle trips per 24-hour period or
a level which will allow safe access into and out of the project if
less than 400 trips are generated.
Findings
The analysis conducted by the applicant indicates that all
the intersections studied, with the installation of a traffic signal
at the Route 4 Snell Hill Road intersection, will function at an
overall Level of Service
of C or better under post development conditions.
Relevant comprehensive
plan statement(s) related to Review Standard 24 (The proposed
activity is in conformance with the comprehensive plan)
Require
the developers of new or redeveloped projects which will exceed
existing public roadway and intersection capacity to make
improvements necessary for anticipated traffic volumes.
That new development or redevelopment does not create or
aggravate high crash locations.
That new developments or redevelopments along Routes 4, 117
and 219 and other important travel corridors will maintain traffic
carrying functions and minimize congestion and crash potential.
Conclusion
Based on the above information and information in the record
the Planning Board finds that this
standard will be met. Mr. Nickerson made a motion to accept this
standard as being met. Mr.
Lavoie seconded the motion. The
Board Members voted unanimously to accept this standard as being met.
Standard
Curb cuts or access points shall be limited to one per lot for
all lots with less than 200 linear feet or less of road frontage.
For lots with greater than 200 feet of frontage, a maximum of
one curb cut per 200 feet of frontage shall be permitted to a maximum
of three, provided the Planning Board makes a finding that (a) the
driveway design relative to the site characteristics and site design
provides safe entrance and exit to the site and (b) no other
practical alternative exists.
Findings
The project site has approximately 420' of frontage on Route
4. The applicant has proposed one curb cut.
Conclusion
Based on the above information and information in the record
the Planning Board finds that this standard will be met. Mr. Nickerson made a motion to accept this
standard as being met. Mr.
Lavoie seconded the motion. The
Board Members voted unanimously to accept this standard as being met.
Standard
Curb cut widths and design
shall conform to the following standards:
Median volume driveways with more than 50
vehicle trips/day but fewer than 200 peak hour vehicle trips, based
on the latest edition of the
have either two-way or one-way operation;
intersect the road at an angle as close to
90 degrees as site conditions permit, but at no less than 60 degrees;
not require a median;
slope upward from the gutter line on a
straight slope of 3 percent or less for at least 50 feet and a slope
of no more than 6 percent thereafter, with the preferred grade being
a 4 1/2 percent, depending on the site; and
comply with the following geometric
standards:
NOTE:
The Planning Board may vary these standards due to unique
factors such as a significant level of truck traffic.
|
Item |
Desired
Value (ft.) |
Minimum
Value (ft.) |
Maximum
Value (ft.) |
|
R1
(radius) R2
(radius) W
(drive width) |
30
5
20 |
25
5
20 |
40
10
24 |
|
TWO WAY R WD |
30
26-36* |
25
24 |
40
30-40* |
*Where separate left and right exit lanes are desirable.
Findings
The
Applicant provided information that the right-in driveway from Route
4 into the project site would be a medium volume driveway) less 200
peak hour trips). The driveway is 20' in width designed for one-way
operation with a northerly radius of 30' and southerly radius of 50'.
The driveway intersects with Route 4 at approximately 90
degrees and slopes upward from the gutter line on a straight slope of
3 percent or less for at least 50 feet. The driveway's northerly
radius of 30' and southerly radius is 50'. The southerly radius of
this driveway exceeds to the standards of Section 5.E.3.j.2.e.
Because this driveway is designed for right-in traffic only the
southerly radius is acceptable which
is allowed by the note above. [NOTE:
Section 5.E.3.j.2 of the Town of
Relevant comprehensive
plan statement(s) related to Review Standard 24 (The proposed
activity is in conformance with the comprehensive plan)
That new development or redevelopment does not create or
aggravate high crash locations.
Conclusion
Based on the above information and information in the record
the Planning Board finds that this standard will be met. Mr. Nickerson made a motion to accept this
standard as being met. Mr.
Lavoie seconded the motion. The
Board Members voted unanimously to accept this standard as being met.
Standard
Driveway Spacing: Distance from edge of driveway comer (point
of tangency) to edge of intersection comer (point of tangency) by
type of driveway should be as follows:
|
Driveway |
Minimum Corner Clearance (feet) |
|
|
Intersection
Signalization |
Intersection
Unsignalization |
|
|
Medium Volume >50-100
trips/day
<200 trips/hour |
150 |
50 |
|
High Volume >200
trips/hour |
500 |
250 |
Findings
The
minimum distance from the edge of the right-in only driveway corner
to the intersection edge of the
Relevant comprehensive
plan statement(s) related to Review Standard 24 (The proposed
activity is in conformance with the comprehensive plan)
That new developments or redevelopments along Routes 4, 117
and 219 and other important travel corridors will maintain traffic
carrying functions and minimize congestion and crash potential.
Conclusion
Based on the above information and information in the record
the Planning Board finds that this standard will be met. Mr. Nickerson made a motion to accept this
standard as being met. Mr.
Lavoie seconded the motion. The
Board Members voted unanimously to accept this standard as being met.
Standard
The minimum distance between driveway to property line, as
measured from point of tangency, should be:
|
Driveway Type |
Minimum Spacing to
Property Line (ft.) |
|
Medium Volume High Volume (without right-turn channelization) High Volume (with right-turn
channelization) |
20
75
75 |
Findings
The minimum distance between driveway to property line, as
measured from point of tangency, will be met.
Conclusion
Based on the above information and information in the record
the Planning Board finds that this standard will be met. Mr. Nickerson made a motion to accept this
standard as being met. Mr.
Lavoie seconded the motion. The
Board Members voted unanimously to accept this standard as being met.
Based upon the foregoing Findings and Conclusions, the
Planning Board finds that the applicant has satisfied each of the
applicable review criteria for approval and therefore the Planning
Board approves the Site Plan Review Application Amendment # 1 of
Hannaford Bros. Co. for a right-in only turning lane form Route 4
onto the project site. Mr. Nickerson made a motion to accept that the
applicant has satisfied each of the applicable review criteria for
approval and therefore the Planning Board approves the Site Plan
Review Application Amendment # 1 of Hannaford Bros. Co. for a
right-in only turning lane form Route 4 onto the project site.
Mr. Lavoie seconded the motion.
The Board Members voted unanimously to accept the Application
Amendment # 1 of Hannaford Bros. Co. for a right-in only turning lane
form Route 4 onto the project site
Mr. Pike was not present.
There was a short discussion regarding a Peddlers Ordinance. Without such an ordinance a full Site Plan review is required for a hot dog stand. It was suggested that a new ordinance be enacted to address any peddler issues. If agreed upon by the Planning Board such an Ordinance could be put to a vote at the 2011 Town meeting. The Planning Board will further discuss this proposed ordinance at a later date.
D
DON POULIN-SUBDIVISION APPROVAL-LAPSE
Mr.
Poulin was not present. Mr.
Maloney stated that this subdivision approval has lapsed.
Mr. Maloney then stated that there are no changes to the
original plan; however under the new subdivision ordinance any prime
farm land now needs to be identified.
It was then agreed upon by all that the original paperwork in
the file could be utilized to extend this project and that an
additional fee would need to be paid.
<![if !supportLists]>4
<![endif]>HANNAFORD
DECISION-APPEAL UPDATE
For
the record this agenda item was heard before the Stephan Pike-Hot Dog
Stand Review.
Mr.
Tyler Sterling of Hannaford Bros.,
Mr. Williams stated that Ms. Leavitt, the Town Manager, would like someone to become the
liaison with the press regarding the Hannaford project. Mr. Maloney stated that he would
take on this responsibility. Ms. Imber made a motion to appoint Mr. Maloney as the liaison
to the press regarding the Hannaford project. Mr. Lavoie seconded the motion. The Board
Members voted unanimously to appoint Mr. Maloney as the liaison to the press.
Mr. Williams addressed the Planning Board and stated that he believes that the fees
associated with Planning Board projects should be increased. Mr. Williams also stated
that the Board of Selectmen agrees with Mr. Williams. After some discussion Ms. Imber
made a motion to recommend said increases as proposed by Mr. Williams to be brought
before the Selectmen. Mr. Lavoie seconded the motion. The Board Members voted 4 in
favor and 1 opposed to submit fee increases as proposed by Mr. Williams to be submitted
to the Board of Selectmen. Mr. R. Edward Morris cast the opposing vote.
No action required.
Mr. Nickerson made a motion to accept the Minutes from the April 14, 2010 Planning Board meeting. Mr. Lavoie seconded the motion. The Board Members voted unanimously to accept the April 14, 2010 Planning Board Minutes.
No Action Required.
Mr. Williams stated that FEMA will begin
using digital mapping in
Motion made by Mr. Nickerson for adjournment, unanimously accepted. The meeting adjourned at 8:17pm.
Respectfully submitted by
Karen Wilcox