Current through 2024-38, September 18, 2024
This section contains review standards for structures and
uses that require issuance of a permit from the Commission, or as otherwise
required in Sub-Chapter II. Except as herein provided, development not in
conformance with the standards of this section are prohibited.
Nothing in this section precludes the Commission from
imposing additional reasonable terms and conditions in its permits as the
Commission may deem appropriate in order to satisfy the criteria for approval
and purposes set forth in the Commission's statutes, rules and the
Comprehensive Land Use Plan.
A.
REVIEW STANDARDS FOR AREAS ADJACENT TO LAKES
For the purposes of this section, "areas adjacent to lakes"
means areas within 250 feet of bodies of standing water greater than 10 acres
in size, except 1) where a water body related subdistrict extends to 500 feet,
one-quarter mile (e.g., the P-AL, P-GP2, and water body related P-RR
subdistricts), or II) where provisions regarding lake management classification
dictate otherwise (e.g., MC1, MC3, and MC6 lakes).
1.
General Land Use Standards
The standards set forth below must be met for all
subdivisions and commercial, industrial, and other non-residential structures
and uses proposed on land adjacent to lakes. These standards must also be
considered in applying the criteria for adoption or amendment of land use
district boundaries, as provided in Section 10.08, to proposed changes in
subdistrict boundaries adjacent to lakes.
In applying the standards set forth below, the Commission
shall consider all relevant information available including the Maine Wildlands
Lake Assessment Findings (Appendix C of this chapter), and relevant provisions
of the Comprehensive Land Use Plan.
a.
Natural and cultural resource values. The proposal will not
adversely affect natural and cultural resource values identified as significant
or outstanding in the Wildland Lakes Assessment (Appendix C of this
chapter).
b.
Water
quality. The proposal will not, alone or in conjunction with other
development, have an undue adverse impact on water quality;
c.
Traditional uses. The
proposal will not have an undue adverse impact on traditional uses, including
without limitation, non-intensive public recreation, sporting camp operations,
timber harvesting, and agriculture;
d.
Regional diversity. The
proposal will not substantially alter the diversity of lake-related uses
afforded within the region in which the activity is proposed;
e.
Natural character. Adequate
provision has been made to maintain the natural character of
shoreland;
f.
Lake management
goals. The proposal is consistent with the management intent of the
affected lake's classification; and
g.
Landowner equity. Where
future development on a lake may be limited for water quality or other reasons,
proposed development on each landownership does not exceed its proportionate
share of total allowable development.
2.
Lake Management Classification
Standards.
Unless otherwise provided, the following standards apply to
changes to subdistrict designations, development, and uses based on the lake
management classifications as indicated on the Commission's Land Use
Guidance Maps.
a.
Management Class 1 Lakes.(1)
Areas within one-quarter mile of the normal high water mark of these lakes are
not eligible to be rezoned to D-RB or D-RF subdistricts.
b.
Management Class 2 Lakes.
(1) Applications proposing single family
dwellings within 500 feet of the normal high water mark of these lakes within
the D-ES, D-GN, D-GN2, D-GN3, D-RB, D-RS, D-RS2, or D-RS3 subdistricts must not
result in an average density per landownership of more than one dwelling unit
per shore mile.
(2) Applications
proposing one or more development units within 500 feet of the normal high
water mark of these lakes within the D-RF subdistrict must not result in more
than one dwelling unit per shore mile.
c.
Management Class 3 Lakes. (Lakes
potentially suitable for development)
(1) P-GP2 subdistricts within 500 feet of the
normal high water mark, measured as a horizontal distance, of Aziscohos Lake
within Lincoln Plantation, Oxford County; or Lower Richardson Lake, Township C,
Oxford County, the following apply:
(a)
Allowed Densities
Parcels within the P-GP2 subdistrict that are in existence
as of January 1, 2001 and that have more than 200 feet but less than 400 feet
of shore frontage must be allowed one dwelling unit provided that other
applicable requirements are met.
All parcels within the P-GP2 subdistrict that have more
than 400 feet of shore frontage may be further developed subject to the
following requirements:
(i) Maximum
density of building units. Overall density within each lot must be no greater
than 1 dwelling unit, principal building, or rental cabin for every 400 feet of
shoreline up to a maximum density of 13 units per mile of shoreline.
If physical constraints restrict the development potential
of more than 50% of the shore frontage of a parcel, the maximum allowable
number of building units per mile of shoreline are reduced to one per 200 feet
of shoreline that is not constrained. Constraints include slopes greater than
15%; wetlands; wildlife habitat such as deer wintering areas, eagle or loon
nesting areas; habitat for rare or endangered plant and animals; unique natural
communities and natural areas; and historic and archeological resources.
(ii) Building units and density.
For the purpose of determining density the following structures shall count as
individual building units:
(aa) single family
seasonal dwelling units;
(bb)
rental cabins associated with campgrounds, sporting camps, or other commercial
recreational facilities;
(cc)
sporting camp lodges or other commercial recreational base lodge facilities
containing three or fewer rental rooms; and
(dd) campgrounds.
Individual campsites, public and private trailered ramps,
permanent docking facilities and water-access ways, and non-commercial
structures for scientific, educational and/or nature observation purposes do
not count as building units for the purposes of calculating allowable
densities. Each set of up to three additional rental rooms, at sporting camp
lodges or other commercial recreational base lodge facilities with more than
three rental rooms, count as an additional unit.
(iii) Phosphorous control. All development
must be designed in accordance with the Maine Department of Environmental
Protection's "Maine Stormwater Best Management Practices Manual, Volume II,
Phosphorous Control in Lake Watersheds: A Technical Guide to Evaluating New
Development." Development density must conform to the requirements of this
manual.
(iv) Extent of shoreline to
be conserved. Within subdivisions, at least 50 percent of a landowner's
ownership on a shoreline must be conserved to a depth of 500 feet or the depth
of the lot, whichever is less, and set aside as open space according to the
provisions of Section 10.25,S. The area to be conserved must be located so that
it will create large and contiguous blocks of open space and/or to conserve
sensitive resources and areas used traditionally by the public. This
conservation of shoreline must not affect the amount of development allowed
under the maximum density provision above.
(v) Build-out rate. No more than 20
individual units may be constructed in any ten-year period per lot of record as
of the date of adoption of these rules, except that credit for unbuilt units
may be carried over to the following time period where a maximum of 40 building
units in any 10-year period may be developed.
(vi) Required buffer. No structural
development will be allowed within a 1/4 mile radius of any commercial sporting
camp, campground, or group of rental cabins associated with a commercial
sporting camp or campground. Individual campsites are excluded from this
buffering requirement.
The buffer must extend from the edge of the principal
building, dwelling unit, rental unit, or campsite that is closest to any
adjacent use.
d.
Management Class 4 Lakes.
(1) Proposals within 250 feet of the normal
high water mark of these lakes involving any of the following situations must
indicate future plans for other undeveloped shorelands adjacent to the lake of
the same ownership:
(a) subdivisions and
commercial, industrial, or other non-residential structures or uses within the
D-CI, D-ES, D-GN, D-GN2, D-RB, D-RS, D-RS2, or D-RS3 subdistricts;
(b) any nonresidential structure or use
within the D-GN3 subdistrict;
(c)
any recreation day use facility or recreation supply facility in the D-RD
subdistrict; and
(d) subdivisions
and recreation facilities, recreational lodging facilities, and other
non-residential structures or uses within the D-RF subdistrict;
(2) The future plans will be
considered part of the proposal and any changes will be subject to approval of
an application to amend the original proposal. An applicant's proposed future
plans must address, at a minimum, the next 10 years, and must include, but not
be limited to, the following information regarding the applicant's land
ownership on the lake:
(a) ownership area and
shoreline length;
(b) potential
suitability for development based on an appropriate inventory of soils and
significant natural and cultural resources; and
(c) proposed or anticipated development, if
any.
e.
Management Class 5 Lakes.(1)
Subdivisions within 250 feet of the normal high water mark of these lakes
within the D-ES, D-GN2, D-RS2, or D-RS3 subdistricts, must be designed in
accordance with Section 10.25,Q,4,b.
f.
Management Class 6 Lakes.
(1) Areas within one-half mile of the normal
high water mark of these lakes are not eligible to be rezoned to D-RB or D-RF
subdistricts.
3.
Water Quality Limiting Lakes
Standards.
The methodology used to identify water quality limiting
lakes is shown in Appendix A of this chapter.
Water quality limiting lakes include those bodies of
standing water 10 acres or greater in size where the Commission determines that
the maximum number of allowable dwelling units would give rise to a significant
risk of increasing the phosphorus concentration of the water by 5 parts per
billion or more. Such Commission determination must be based on available
information and according to minimum shoreline frontage requirements.
With respect to future development near a water quality
limiting lake, the Commission may impose more protective standards and
dimensional requirements to reasonably assure that the maximum allowable change
in phosphorus concentration for the waterbody is not exceeded.
B.
REVIEW
STANDARDS FOR SUBDISTRICTS IN PROSPECTIVELY ZONED AREAS
These standards apply only in areas that have been
prospectively zoned and for all the subdistricts listed. Prospectively zoned
areas are identified in Section 10.08 of these rules.
1.
Dimensional Standards.
a. Road frontage requirements: See Section
10.26,C.
b. Building setbacks from
roads: See Section 10.26,D.
c. Lot
coverage requirements: See Section 10.26,E.
d. Structure height: See Section
10.26,F.
2.
Buffering Standards. These standards complement the existing standards
for clearing contained in Section 10.27,B.
a.
All principal and accessory buildings in the D-GN, D-GN2, D-GN3, D-RS, D-RS2,
D-RS3, D-ES, and D-CI subdistricts shall be visually screened by a vegetative
buffer made up of native trees and shrubs, except as provided in Section
10.25,B,2,c below. Wooded buffers shall be comprised of both under- and
overstory material that can be either maintained using existing vegetation or
established where no such buffer exists.
b. Minimum widths for the vegetated buffer
are as follows:
Width of Vegetative Buffer (feet)
|
D-GN |
D-GN2 |
D-GN3 |
D-RS |
D-RS2 |
D-RS3 |
D-ES |
D-CI |
Roadway |
25 |
25 |
25 |
30 |
50 |
50 |
75 |
75 |
Side & rear property lines |
15 |
15 |
15 |
15 |
15 |
15 |
15 |
15 |
Subdistrict boundary |
NA |
NA |
NA |
NA |
NA |
NA |
50 |
50 |
Table 10.25, B-1. Width of vegetative buffers.
The Commission may require buffer widths exceeding the
minimum width, along with other screening as necessary, in order to ensure that
unsightly uses such as junkyards and automobile graveyards are completely
screened from view.
c.
Exceptions to the buffering requirements are allowed under the following
circumstances:
(1) Property line buffer from
adjacent development that is of a similar type, use, and intensity where
adjacent landowners provide written agreement that a property line buffer is
not needed;
(2) Existing
development where extensive clearing already exists at the time of adoption of
these rules January 1, 2001;
(3)
New development where the establishment of buffers would eliminate or interfere
with existing scenic views;
(4) In
a "Main Street" setting, that is defined as an area where 80% of a street is
developed with buildings, where side and rear property line buffers would
interfere with pedestrian circulation or access; and
(5) Buffer for a D-ES and D-CI subdistrict
boundary where adjacent uses are compatible.
3.
Building Layout in the D-GN, D-GN2,
D-GN3, D-RS, and D-RS2 Subdistricts.a.
New commercial, institutional, and multi-family residential development shall
be substantially similar in building height, bulk, and roof lines to
neighboring development.
b. New
commercial, institutional, and multi-family residential development shall be
configured to facilitate pedestrian access between adjacent sites and any
nearby residential neighborhoods.
c. The street side of commercial structures
that are visible from a public road shall contain the principal windows of the
structure. The structure shall be designed such that windowless walls do not
face a street or road.
d. Where new
development is adjacent to existing development in a "Main Street" setting
where at least 80% of a street is comprised of buildings other than parking
lots, buildings must be configured so that 80% of the street frontage to be
developed remains devoted to buildings, and both automobile and pedestrian
access are facilitated.
C.
TECHNICAL AND FINANCIAL
CAPACITY
The standards set forth below must be met for all
subdivisions and commercial, industrial, and other non-residential
development.
1. The applicant shall
retain qualified consultants, contractors and staff to design and construct
proposed improvements, structures, and facilities in accordance with approved
plans. In determining the applicant's technical ability, the Commission shall
consider the size and scope of the proposed development, the applicant's
previous experience, the experience and training of the applicant's consultants
and contractors, and the existence of violations or previous approvals granted
to the applicant.
2. The applicant
shall have adequate financial resources to construct the proposed improvements,
structures, and facilities and meet the criteria of all state and federal laws
and the standards of these rules. In determining the applicant's financial
capacity, the Commission shall consider the cost of the proposed subdivision or
development, the amount and strength of commitment by the financing entity,
and, when appropriate, evidence of sufficient resources available directly from
the applicant to finance the subdivision or development.
D.
VEHICULAR CIRCULATION, ACCESS, AND
PARKING
1.
General
Circulation. Provision must be made for vehicular access to and within
the project premises in such a manner as to avoid traffic congestion and
safeguard against hazards to traffic and pedestrians along existing roadways
and within the project area. Development must be located and designed so that
the roadways and intersections in the vicinity of the development will be able
to safely and efficiently handle the traffic attributable to the development in
its fully operational stage.
2.
Access Management. Access onto any roadway must comply with all
applicable Maine Department of Transportation safety standards. For
subdivisions and commercial, industrial and other non-residential development,
the following standards also apply:
a. The
number and width of entrances and exits onto any roadway must be limited to
that necessary for safe entering and exiting.
b. Access must be designed such that vehicles
may exit the premises without backing onto any public roadway or
shoulder.
c. Shared road access
must be implemented wherever practicable.
d. Access between the roadway and the
property must intersect the roadway at an angle as near to 90 degrees as site
conditions allow, but in no case less than 60 degrees.
Click to view
image
Figure 10.25,D-1. Intersection angle.
e. The Commission may require a traffic
impact study of roadways and intersections in the vicinity of the proposed
project site if the proposed development has the potential of generating
significant amounts of traffic or if traffic safety or capacity deficiencies
exist in the vicinity of the project site.
3.
Parking Layout and Design.
The following standards apply to all subdivisions and commercial, industrial
and other non-residential development, except for parking areas associated with
trailered ramps and hand-carry launches which are regulated under the
provisions of Section 10.27,L:
a. Sufficient
parking must be provided to meet the parking needs of the development. The
minimum number of parking spaces required are:
(1) One parking space plus one additional
parking space per 300 square feet of floor area for retail stores and
services;
(2) One parking space
plus one additional parking space per four seats for eating and drinking
establishments;
(3) One parking
space per dwelling unit or rental unit for multi-family dwellings and lodging
establishments, excepting recreational lodging facilities;
(4) Adequate capacity for all other
activities not listed above based on parking generation rates determined in
accordance with standard engineering practices; and
(5) The minimum number of accessible parking
spaces must meet the "2010 Americans with Disabilities Act (ADA) Standards for
Accessible Design." U.S. Department of Justice. (September 15, 2010).
b. In cases where the applicant
demonstrates that a particular structure an be occupied or a use can be carried
out with a different number of parking spaces than required, the Commission may
reduce or increase the number of required parking spaces upon finding that the
proposed number of parking spaces mull meet the parking needs of the
development and will not cause congestion or safety problems.
c. Parking areas and access roads must be
designed such that runoff water is discharged to a vegetated buffer as sheet
flow or alternatively collected and allowed to discharge to a concentrated flow
channel, wetland or water body at a rate similar to pre-construction
conditions. If runoff water is discharged to a concentrated flow channel,
wetland or water body, a sediment basin must be constructed to collect sediment
before the runoff water is discharged.
d.
On-street parking. In areas
where on-street parking already exists, new development must have on-street
parking where practicable and if there are sufficient spaces available in the
immediate vicinity. Otherwise, parallel or diagonal on-street parking is
permitted where the Commission finds that it will adequately meet the parking
needs of the development and will not cause congestion or safety problems.
Perpendicular on-street parking is prohibited. When an approaching vehicle is
within 200 feet of a parking space, it must have a clear view for 300 feet
beyond the parking space.
e.
Off-street Parking for Commercial, Industrial and Other Non-residential
Development.(1) Where practicable,
off-street parking must be located to the side or rear of the principal
structure.
(2) The minimum
dimensions for individual parking spaces are 10 feet by 20 feet, except that
the minimum dimensions for individual accessible parking spaces must meet the
"2010 Americans with Disabilities Act (ADA) Standards for Accessible Design.
UU.S. Department of Justice. (September 15, 2010). The Commission may reduce
the minimum dimensions for standard individual parking spaces provided that the
proposed dimensions will meet the parking needs of the development and will not
cause congestion or safety problems.
(3) Off-street parking areas must have a
minimum travel lane width of 20 feet.
(4) Notwithstanding the dimensional
requirements of Section 10.26, the Commission may reduce the minimum road
setback requirement by up to 50 percent or to no less than 20 feet, whichever
is greater, for development utilizing on-street parking in accordance with
Section 10.25,D,3,c or for development whose parking area is located to the
rear of the principal structure, except where the Commission finds that such
parking will cause an undue adverse impact to the natural resources or
community character of the area.
(5) Off-street parking must not be directly
accessible from any public roadway. Ingress and egress to parking areas must be
limited to driveway entrances.
(6)
Off-street parking areas with more than two parking spaces must be arranged so
that each space can be used without moving another vehicle.
f. Parking spaces must not be
placed in the required roadway vegetative buffer. However, a "sight triangle"
must be maintained 25 feet in length on each side of the intersection of the
driveway and the roadway right-of-way, with the third side connecting the other
two sides. Within each sight triangle, only low growing shrubs are allowed and
must be maintained to be no more than 30 inches in height above the driveway
elevation.
Click to view
image
Figure 10.25,D-2. Sight triangle within a vegetative
buffer
g. Except for sight
triangles, parking areas for commercial, industrial or other non-residential
development must be visually buffered from the roadway by planting and
maintaining a vegetative buffer of trees and shrubs or by locating parking
areas to the rear of the principal structure.
h. When parking areas associated with
commercial, industrial or other non-residential development are adjacent to
residential structures or uses, landscaping and/or architectural screens must
be used to provide an effective visual buffer and separation between property
lines and the edge of the parking area.
i. For parking areas associated with
commercial, industrial or other non-residential development that are greater
than one acre in size, a landscaping plan shall be developed and implemented
that indicates planting locations, type and maintenance. The plan must include
the following:
(1) Parking areas must have
landscaped strips along the perimeter, as well as landscaped islands within the
parking area.
(2) Expanses of
parking area must be broken up with landscaped islands that include shade trees
and shrubs. Where possible, the area of ground left uncovered around the base
of a tree must be at least equal to the diameter of the branch area or crown at
maturity. Where not possible, adequate measures, including but not limited to
soil enhancement techniques and underground irrigation, shall be used to ensure
sufficient space for root growth and vegetative survival.
4.
Subdivision and
Development Roadway Design Specifications. The following standards apply
to Level B and Level C road projects:
a.
Classification of Roadways. The Commission shall determine which
roadway classification is most appropriate for a particular project. For the
purposes of Section 10.25,D,4, the following general criteria shall apply:
(1) Class 1 Roadway. Generally appropriate
for most projects surrounded by a relatively compact development pattern, for
high-intensity commercial or industrial projects, and for residential
subdivisions with 15 or more lots.
(2) Class 2 Roadway. Generally appropriate
for low-intensity commercial or industrial projects surrounded by a relatively
sparse development pattern and for residential subdivisions with fewer than 15
lots surrounded by a relatively sparse development pattern.
(3) Class 3 Roadway. Generally appropriate
for low-intensity, small-scale commercial projects surrounded by a relatively
sparse development pattern or located on an island.
b.
Determination of
Classification. In making its determination on the appropriate roadway
classification, the Commission shall consider the following factors:
(1) The number of lots served by the roadway
or projected level of use;
(2) The
nature of roadways accessing the project site;
(3) Location in relation to surrounding
patterns of development;
(4) The
level of development within the vicinity of the project;
(5) Natural and imposed limits on future
development;
(6) The type and
intensity of the proposed use; and
(7) Service by utilities or likelihood of
service in the future.
c.
Roadway Design.
(1) To the fullest extent practicable,
roadways must be designed to first fit the natural topography of the land such
that cuts and fills are minimized, and then to minimize the overall length,
minimize the use of ditching, and protect scenic vistas while preserving the
scenic qualities of surrounding lands.
(2) Roadways in towns and plantations within
the Commission's service area that are proposed to be dedicated to the town or
plantation shall also comply with the town's or plantation's roadway
construction and design standards. The applicant shall clearly specify the
ownership of all roadways proposed to be dedicated and shall submit a
maintenance plan that includes roadway construction and design standards in
accordance with the Commission's standards.
(3) Roadways shall adhere to the applicable
standards of Section 10.27,D and Section 10.27,H and the roadway specifications
outlined in Table 10.25,D-1, below, unless the applicant utilizes site-specific
best management practices and the Commission determines that proposed
alternative roadway specifications will meet the needs of the development and
will not cause erosion or safety problems.
Maximum sustained grade for Class 1 roadways may be
increased by up to five percent over that specified in Table 10.25,D-1 below,
if no other option is practicable, provided that the roadway portion exceeding
the maximum sustained grade standard is no longer than 300 feet in length and
is greater than 150 feet from the next downhill road intersection, and the
Commission determines that the proposed alternative grade will not cause
unreasonable drainage, erosion or public safety impacts.
|
Class 1 Roadway |
Class 2 Roadway |
Class 3 Roadway |
Minimum roadway surface width |
18 ft. or 14 ft. with turnouts every 500 feet, on
average. |
14 ft. or 8 ft. with turnouts every 500 feet, on
average. |
8 ft. |
Minimum base (coarse gravel) |
18 in. |
12 in. |
As needed. |
Minimum wearing surface |
3 in. fine gravel or 2.5 in. bituminous
concrete. |
3 in. fine gravel or 2.5 in. bituminous
concrete. |
2 in. fine gravel. |
Maximum sustained grade |
10 percent |
15 percent |
15 percent |
Table 10.25, D-1. Roadway construction
specifications.
(4)
Roadways that will be co-utilized for forest management purposes shall include
turnouts that are large enough to accommodate wood haulers and other large
vehicles.
d.
Additional Subdivision Road Standards.
(1) Emergency Egress. All subdivisions that
include a new interior road exceeding one-quarter mile in length must include
provisions for all lot owners to have at least two ways of emergency egress
from the development. Emergency egress may include:
(i) egress by water for subdivisions on water
bodies, provided there is a legally enforceable right of egress off the water
body such as a public boat ramp or dock, and
(ii) may include existing motorized trails
maintained for public access, provided all lot owners have a legally
enforceable right to access the trail.
(2) New Entrances. Subdivision access must be
limited to no more than two new entrances onto an existing roadway within any
one-half mile section of the existing road. Also, where practicable for the
proposed development site, subdivision roads must be designed such that new
entrances onto existing roads are located directly across from existing
entrances on the roadway, allowing for safe cross movement of traffic at the
intersection.
(3) Future
Connectivity.
(a) Whenever there is remaining
land on a parcel proposed for subdivision that is not included in the
subdivision layout and design, the subdivision design must include provisions
for future access to the remaining land to accommodate and minimize conflicts
between proposed and future uses such as timber harvests, further lot
development, or recreation.
(b)
Right-of-way widths for internal subdivision roads must include sufficient room
for future expansion unless demonstrated that future expansion is not
technically feasible. Rights-of-ways must be at least 50 feet in
width.
(4) Road and
Infrastructure Maintenance.
(a) Subdivision
designs must include a plan for long-term maintenance of the subdivision access
roads and common infrastructure, including but not limited to maintenance of
drainage structures, water crossings, and road grading or resurfacing. The plan
must include a list of inspection and maintenance tasks, recommended task
frequency, and a responsible party.
(b) If an association is proposed for
maintenance of roads and common infrastructure, documents necessary for
establishing the association must be created. The documents must require lot
owner or lessee membership, lot owner or lot lessee rights and privileges,
association responsibilities and authority, operating procedures, proper
capitalization to cover operating costs, and the subdivision developer's
responsibilities until development sufficient to support the association has
taken place. Responsibilities of the association must include the maintenance
of common property, infrastructure, or facilities; assessing annual charges to
all owners or lessees to cover expenses; and the power to place liens on
property of members who fail to pay assessments. The following governmental
entities are not required to be members of road associations: the State;
executive branch agencies of the State; counties; municipalities, townships, or
plantations; or the federal government. Those governmental entities, however,
should work with associations to create an agreement through which, subject to
allocation by the Maine Legislature or applicable budgetary authority, the
governmental entity would contribute a fair percentage of the minimum
maintenance and repair costs through financial contributions or in-kind
services.
E.
NATURAL CHARACTER AND CULTURAL
RESOURCES
1.
Scenic
Character.a. The design of proposed
development shall take into account the scenic character of the surrounding
area. Structures shall be located, designed and landscaped to reasonably
minimize their visual impact on the surrounding area, particularly when viewed
from existing roadways, with attention to designated scenic byways; major water
bodies; coastal wetlands; permanent trails; or public property.
b. To the extent practicable, proposed
structures and other visually intrusive development shall be placed in
locations least likely to block or interrupt scenic views as seen from existing
roadways, with attention to designated scenic byways, major water bodies,
coastal wetlands, permanent trails, or public property.
2.
Hillside Resources. The
standards for hillside resources must be met for all subdivision, residential,
commercial, industrial, and other non-residential development, if any portion
of the project area is located on a hillside, except as provided in Section
10.25,E,2,a below.
a.
Exceptions. The hillside resources standards in Sections
10.25,E,2,c through f do not apply to:
(1)
Features of structures within non-residential developments that contain no
floor area such as chimneys, towers, ventilators, and spires; or to
freestanding towers and turbines; or
(2) A development or portions of a
development that will not be visible from existing roadways, major water
bodies, coastal wetlands, permanent trails, or public property located within
three miles of the project boundary. Where views of the development are blocked
by natural conditions or features such as existing vegetation, to qualify for
this exception, the applicant shall demonstrate that these obstructing features
or conditions will not be materially altered in the future by any uses allowed
with or without a permit. In cases where the Commission determines the
development will be visually intrusive or where there is a particularly
sensitive resource more than three miles away, the Commission may increase the
distance for determining applicability of the hillside standards.
b.
Stormwater
Management. The proposal must include plans for the construction and
maintenance of stormwater best management practices designed to slow down and
spread runoff from developed areas and ensure that increased runoff does not
cause downgradient soil erosion.
c.
Ridgeline Protection. The development must be designed to ensure
buildings, structures, and other improvements will not extend above the
existing ridgeline or otherwise alter the ridge profile significantly when
viewed from existing roadways, major water bodies, coastal wetlands, permanent
trails, or public property.
d.
Vegetative Clearing. The proposal must include a vegetation
management plan that establishes and provides for long-term maintenance of
clearing limits that will minimize potential impacts to views from existing
roadways, major water bodies, coastal wetlands, permanent trails, and public
property. The vegetation management plan must ensure:
(1) There will be a sufficient area of
clearing allowed around buildings to maintain the minimum extent needed for
defensible space for fire safety, generally 30 feet in width;
(2) There will be sufficient vegetation
maintained on steep slopes to protect long-term slope stability;
(3) Existing forest cover will be maintained
to interrupt the view of the façade of buildings, provide a forested
backdrop to buildings, and reduce or eliminate the visual impact of new
development;
(4) Clearing for views
will be limited, with narrow view openings between trees and beneath tree
canopies being a desirable alternative to clearing large openings adjacent to
building facades; and
(5) If
cleared openings are allowed outside the building envelope, such as clearing
for views, the plan shall include a quantifiable standard for limiting that
clearing. For example, an applicant may propose that any trees removed for
views will not exceed a 25-foot width of clearcutting and extend, outward at an
angle of 45 degrees or less on both sides, beyond a point down-slope where the
tops of the trees are at the same elevation as the lowest adjacent grade for
the principal building. The 25-foot opening may be located at any point along
the down-slope boundary of the building envelope.
(6) The Commission may require additional
vegetative clearing limitations or standards in cases where the proposed
development could be visible from a scenic resource that has a unique or
special value relative to other scenic resources in the area.
e.
Structural
Development. The development must provide for building designs that will
complement the site and topography (e.g., avoiding long unbroken roof lines;
orienting buildings such that the greatest horizontal dimension of the
structure is parallel with, and not perpendicular to, the natural contour of
the land; stepping the building down the slope rather than creating building
pads that require extensive excavation and filling, and sloping roofs in the
direction and general angle of the natural slope on the project
site).
f.
Construction
Materials. The development must be designed to ensure that:
(1) The exterior colors of structures,
including but not limited to siding, roofing, retaining structures,
foundations, trim, gutters, vents and chimneys, will be a muted tone naturally
found at the specific site or in the surrounding landscape.
(2) Structures use only low or non-reflective
exterior building materials, including but not limited to windows, roofing,
gutters, vents, and chimneys. If a highly reflective material, such as aluminum
or other smooth metal, is used for an essential component of the structure
because no other material is reasonably available for that component, reduced
reflectivity must be incorporated and maintained to the greatest extent
practicable by, for example, painting the component with a muted color
naturally found at the site, boxing in the component with non-reflective
material, or using a textured or pre-weathered version of the
component.
g.
Linear Infrastructure. Roads, driveways, utility corridors, and
other similar linear infrastructure must be located and constructed so as to
minimize the visibility of corridor openings to the extent practicable (by, for
example, following topographic contours and retaining existing
vegetation).
h.
Lighting. All lighting for the development must comply with the
standards of Section 10.25,F.
3.
Historic Resources. If any
portion of a subdivision or commercial, industrial or other non-residential
project site includes an archaeologically sensitive area or a structure listed
in the National Register of Historic Places, or is considered by the Maine
Historic Preservation Commission or other pertinent authority as likely to
contain a significant archaeological site or structure, the applicant shall
conduct archaeological surveys or submit information on the structure, as
requested by the appropriate authority. If a significant archaeological site or
structure is located in the project area, the applicant shall demonstrate that
there will be no undue adverse impact to the archaeological site or structure,
either by project design, physical or legal protection, or by appropriate
archaeological excavation or mitigation.
F.
NOISE AND LIGHTING
1.
Noise.
a. The maximum permissible sound pressure
level of any continuous, regular or frequent source of sound produced by any
commercial, industrial and other non-residential development shall be as
established by the time period and type of land use subdistrict listed below.
Sound pressure levels shall be measured at all property boundary lines, at a
height of at least 4 feet above the ground surface. The levels specified below
may be exceeded by 10 dB(A) for a single period, no longer than 15 minutes per
day.
Subdistrict (Category) |
7:00 AM to 7:00 PM |
7:00 PM to 7:00 AM |
D-CI, D-MT, D-RB (Category 3), and
D-ES |
70 dB(A) |
65 dB(A) |
D-GN, D-GN2,
D-RB (Categories 1 & 2), D-RF,
and D- |
RD 65 dB(A) |
55 dB(A) |
D-PD, D-PR |
As determined by the Commission. |
All Other Subdistricts |
55 dB(A) |
45 dB(A) |
Table 10.25,F-1. Sound pressure level limits.
b. The following activities are
exempt from the requirements of Section 10.25,F,1,a:
(1) Sounds emanating from
construction-related activities conducted between 7:00 A.M. and 7:00
P.M.;
(2) Sounds emanating from
safety signals, warning devices, emergency pressure relief valves, and other
emergency activities; and
(3)
Sounds emanating from traffic on roadways or other transportation
facilities:
c. Control
of noise for a wind energy development as defined in
35-A
M.R.S. §
3451(11), with
a generating capacity greater than 100 kilowatts is not governed by Section
10.25,F, and instead is governed solely by the provisions of
12 M.R.S.
§685-B(4-B)(A).
2.
Lighting standards for exterior
light levels, glare reduction, and energy conservation.
a. All residential, commercial and industrial
building exterior lighting fixtures will be full cutoff, except for
incandescent lights of less than 160 watts, or any other light less than 60
watts. Full cut-off fixtures are those that project no more than 2.5% of light
above the horizontal plane of the luminary's lowest part. Figure 10.25,F-1
illustrates a cut-off fixture as defined by the Illuminating Engineering
Society of North America (IESNA).
Click to view
image
Figure 10.25, F-1. Cut-off fixture as defined by
IESNA.
Light fixtures mounted on gasoline station or convenience
store canopies shall be recessed so that fixtures are flush with the canopy.
Alternatively, canopies may be indirectly lit using light beamed upward and
then reflected down from the underside of the canopy. In this case light
fixtures must be shielded so that direct illumination is focused exclusively on
the underside of the canopy.
b. All exterior lighting shall be designed,
located, installed and directed in such a manner as to illuminate only the
target area, to the extent practicable. No activity shall produce a strong,
dazzling light or reflection of that light beyond lot lines onto neighboring
properties, onto any water bodies with a significant or outstanding scenic
resource rating, or onto any roadway so as to impair the vision of the driver
of any vehicle upon that roadway or to create nuisance conditions.
c. For commercial, industrial and other
non-residential development, all non-essential lighting shall be turned off
after business hours, leaving only the minimal necessary lighting for site
security. The term "non-essential" applies, without limitation, to display,
aesthetic and parking lighting.
d.
In addition to the lighting standards in Section 10.25,F,2, lighted signs shall
also comply with the standards in Section 10.27,J.
e. The following activities are exempt from
the lighting standards of Section 10.25,F,2,a through d:
(1) Roadway and airport lighting, and
lighting required by the Federal Aviation Administration for air traffic
safety;
(2) Temporary fair, event,
or civic uses;
(3) Emergency
lighting, provided it is temporary and is discontinued upon termination of the
work;
(4) Lighting that is
activated by motion-sensors; and
(5) Lighting that was in place on April 1,
2004.
3.
Lighting standards for non-residential greenhouses.
a. Greenhouse lighting must be fully shielded
between sunset and sunrise and must not illuminate exterior areas or otherwise
make the greenhouse appear to glow.
G.
SOIL SUITABILITY
The standards set forth below must be met for all
subdivisions and commercial, industrial and other non-residential
development.
1. Soil types are
determined by a site-specific soil survey, according to the "Guidelines for
Maine Certified Soil Scientists for Soil Identification and Mapping" Maine
Association of Professional Soil Scientists, 2009. The soil survey class must
be determined as follows, unless the Commission finds that a lower intensity
soil survey will provide the information necessary or a higher intensity soil
survey class is needed for the Commission's review:
a. For all subdivisions, a Class B high
intensity soil survey must be used to identify soils within the proposed
building envelopes and other disturbed areas, aside from proposed access roads,
driveway locations, and utility lines. The Class B survey for this purpose must
be completed with a minimum delineation of one acre for similar soils and
one-quarter acre for dissimilar soils. For proposed access roads, driveway
locations and utility lines, a Class L soil survey must be used. A Class C soil
survey may be used to identify soils elsewhere within the project
area.
b. For new commercial,
industrial and other non-residential development, a Class A high intensity soil
survey shall be used to identify soils within any proposed disturbed area. A
Class C soil survey may be used to identify soils elsewhere within the project
area.
c. For linear projects or
project components that involve soil disturbance, such as road construction,
fairway construction or trail construction and that have little or no adjacent
development, a Class L soil survey shall be used.
d.
Hydric Soils and Soils Potential
Ratings. Hydric soil map units, and map units with a low or very low
development potential rating for low density development must be clearly
identified on the soil survey map as being hydric soils or as having a low or
very low development potential rating, respectively.
e.
Exceptions. The Commission
may:
(1) Allow the use of U.S.D.A. Natural
Resources Conservation Service (NRCS) Soil Survey published mapping in lieu of
any Class C soil survey required in Sections 10.25,G,1,a through c when the
published mapping indicates the map unit(s) in the project area is rated with a
medium or high potential for low density development.
(2) Allow the use of NRCS Soil Survey
published mapping in lieu of any Class C soil survey required in Sections
10.25,G,1,a through c for areas within a development that will be preserved as
undeveloped open space in accordance with Section 10.25,S.
(3) In lieu of a site-specific soil survey of
any proposed disturbed area within a development, the Commission may allow use
of a geotechnical investigation prepared for that area by a registered
professional engineer and other licensed professionals, as appropriate, if the
Commission determines that the geotechnical report will provide sufficient
information.
(4) The Commission may
waive one or more of the provisions of a Class A or B high intensity soil
survey, including but not limited to the contour mapping requirement, where
such provision is considered by the Commission unnecessary for its
review.
2.
Determination of soil suitability shall be based on the NRCS soils potential
ratings for low density development. Soils with a low or very low development
potential rating shall not be developed unless the Commission determines that
adequate corrective measures will be used to overcome those limitations that
resulted in a low or very low rating.
3. For all developments that include onsite
subsurface wastewater disposal, a sufficient number of test pits must be
provided within the footprints of all proposed wastewater disposal fields to
adequately document that disposal fields can be installed entirely on soils and
slopes in compliance with the Subsurface Wastewater Disposal Rules (10-144A CMR
241).
a. At least one test pit shall be dug
within the boundaries of each subdivision lot proposed to be served by a
combined septic system. The applicant shall provide additional subsurface
exploration data for certain soil conditions or disposal field designs, in
accordance with the following requirements:
(1) Soil conditions AII and AIII (bedrock
depth nine inches to 24 inches). A minimum of five subsurface explorations: one
test pit is to be centrally-located within each disposal field footprint, plus
a subsurface exploration at each disposal field corner which may consist of
either a test pit, boring, or probe.
(2) Soil with profile 8- or 9-parent material
(lacustrine/marine deposits). A minimum of two test pits, one of which shall be
in the area of the disposal field footprint where the most limiting condition
is expected based on the best professional judgement of the Licensed Site
Evaluator.
(3) Soil condition D
(limiting factor depth less than 15 inches). A minimum of two test pits, one of
which shall be in the area of the disposal field footprint where the most
limiting condition is expected based on the best professional judgement of the
Licensed Site Evaluator.
(4)
Disposal field length of 60 feet or longer. A minimum of two test pits, one of
which shall be in the area of the disposal field footprint where the most
limiting condition is expected based on the best professional judgement of the
Licensed Site Evaluator.
b. For lots to be served by primitive and
limited disposal systems, evidence must be submitted to show there are suitable
locations on the lot for a grey water disposal field, any proposed pit privy
(outhouse), and a backup system reserve area as required by and in compliance
with the Subsurface Wastewater Disposal Rules (10-144A CMR 241,4,I). At least
one test pit shall be dug within the boundaries of each proposed disposal area
and the backup system reserve area on the lot.
c. The location of such test pits shall be
shown on the subdivision plat.
H.
SOLID WASTE DISPOSAL
The standards set forth below must be met for all
subdivisions and commercial, industrial and other non-residential
development.
1. Provision shall be
made for the regular collection and disposal of site-generated solid wastes at
a state-approved landfill or transfer station.
2. Provision shall be made for the legal
disposal of all construction debris, stumps, brush, wood wastes, asphalt and
pavement products.
I.
WASTEWATER DISPOSAL
1. No permit
will be issued for a project with subsurface wastewater disposal unless an
acceptable plan to construct the absorption area is prepared. Where wastewater
is to be disposed on-site by a subsurface wastewater system, the system must be
designed by a licensed site evaluator or a Maine Licensed Professional
Engineer, in accordance with the Subsurface Wastewater Disposal Rules, or must
be licensed by the Maine Department of Environmental Protection pursuant to
38 M.R.S.
§413(1-B)(A).
2. The Commission will not require a permit
for conversion from primitive to combined sewage disposal systems provided a
subsurface wastewater disposal permit is obtained from the local plumbing
inspector or the Maine Department of Health and Human Services, Division of
Health Engineering, and provided there are no limitations on combined sewage
disposal systems established by prior permit conditions. Otherwise, a permit
from the Commission is required.
3.
Where wastewater is to be collected and treated off-site by a municipal or
quasi-municipal sewage treatment facility, the applicant must demonstrate that
there is adequate capacity in the collection and treatment systems to ensure
satisfactory treatment, the facility is fully licensed by the Maine Department
of Environmental Protection, and the facility agrees to accept these
wastes.
4. When private central or
clustered wastewater disposal systems are proposed, adequate provision must be
made for ongoing maintenance and repair of the system and for reserving an area
adequate for a future replacement system, in accordance with the Maine
Subsurface Wastewater Disposal Rules.
J.
WATER SUPPLY
1. Individual wells shall be sited and
constructed to prevent infiltration of surface water and contamination from
subsurface waste water disposal systems and other known sources of potential
contamination.
2. Site design shall
allow for placement of wells, subsurface waste water disposal areas, and
reserve sites for subsurface waste water disposal in compliance with the Maine
Subsurface Waste Water Disposal Rules.
3. Proposed activities involving sources of
potential contamination, including junkyards, automobile graveyards, gas
stations, and bulk storage of petroleum products, must be located at least 300
feet from existing private and public water supplies.
4. For subdivisions and commercial,
industrial and other non-residential development, the applicant shall
demonstrate that there is sufficient healthful water supply to serve the needs
of the project.
5. When a project
is to be served by a public water system, the location and protection of the
source, the design, construction and operation of the system shall conform to
the standards of the "Rules Relating to Drinking Water", Maine Department of
Health and Human Services, Chapter 231.
K.
SURFACE WATER QUALITY
1. A development, or reasonably foreseeable
consequences of a development, shall not directly discharge any water
pollutants to a surface water body which cause the surface water body to fail
to meet its state classification (38 M.R.S. §464 et seq.); which impart
toxicity and cause a surface water body to be unsuitable for the existing and
designated uses of the water body; or which otherwise would result in a
violation of state or federal water quality laws.
2. Appropriate best management practices of
point and nonpoint sources of water pollutants shall be utilized, unless the
Commission determines that alternative specifications will meet the needs of
the activity and will cause no undue adverse impact to the surface water
quality of the affected surface water body.
L.
PHOSPHORUS CONTROL
1.
The standards set forth below must
be met for:a. Subdivisions located
within the direct watershed of a body of standing water 10 acres or greater in
size; and
b. Commercial, industrial
or other non-residential development that creates a disturbed area of one acre
or more within the direct watershed of a body of standing water 10 acres or
greater in size.
2.
General Standards.a. Provision
shall be made to limit the export of phosphorus from the site following
completion of the development or subdivision so that the project will not
exceed the allowable per-acre phosphorus allocation for the water body,
determined by the Commission according to the "Maine Stormwater Best Practices
Manual, Volume II, Phosphorus Control in Lake Watersheds: A Technical Guide to
Evaluating New Development" Maine Department of Environmental Protection, 2008,
and hereafter cited as the Phosphorus Design Manual.
b.
Impact Analysis. The
phosphorus impact analysis and control plan for a proposed subdivision or
development on a water body shall be prepared using the procedures set forth in
the Phosphorus Design Manual, including all worksheets, engineering
calculations, and construction specifications and diagrams for control measures
as may be required by the manual, except as allowed in Section 10.25,L,2,d,
below.
c.
Erosion
Control. All filling, grading, excavation or other similar activities
that result in unstabilized soil conditions must meet the standards of Section
10.25,M.
d.
Alternative
Standard Option. In lieu of meeting the general standard in Section
10.25,L,2,a, and conducting a phosphorus impact analysis according to Section
10.25,L,2,b, an applicant with a project that includes less than three acres of
impervious area and less than five acres of developed area in a watershed of a
body of standing water that is not severely blooming (as identified in 06-096
CMR 502, Appendix A), may choose to limit the export of phosphorus from the
site by meeting the alternative buffer standard in Section 10.25,L,3. For the
purposes of Section 10.25,L,2,d, developed area means all disturbed area,
including, in the case of a subdivision, all proposed building envelopes, but
excluding area that within one calendar year of being disturbed is returned to
a condition with the same drainage pattern that existed prior to the
disturbance and is revegetated, provided the revegetated area is not mowed more
than once per year.
3.
Alternative Buffer Standard.
a.
To meet the alternative standard, a project must include treatment measures
that will provide for effective treatment of phosphorus in stormwater. This
must be achieved by using vegetated buffers to control runoff from no less than
95 percent of the impervious area and no less than 80 percent of the developed
area that is impervious, landscaped or otherwise disturbed, except as provided
in Section 10.25,L,3,d below.
b.
Vegetated Buffers. Vegetated buffers for phosphorus control are
undisturbed strips of dense vegetation located adjacent to and down gradient of
developed areas, and that provide storage and treatment for stormwater that
enters them in diffuse overland flow. Five types of vegetated buffers are
allowed under the alternative standard as listed in Section 10.25,L,3,b, (1)
through (5) below. All vegetated buffers must be appropriately used, located,
designed, sized, constructed, and maintained as specified in the "Maine
Stormwater Best Practices Manual, Volume III. BMP Technical Design Manual,
Chapter 5. Vegetated Buffers" Maine Department of Environmental Protection,
June 2010, and hereafter cited as the Technical Design Manual. Where the
Technical Design Manual allows for a variation in the design specification with
approval from the Department of Environmental Protection, approval from the
Land Use Planning Commission is required for projects located in the
unorganized and deorganized areas of Maine.
(1) Buffers adjacent to residential, largely
pervious or small impervious areas;
(2) Buffers with stone bermed level lip
spreaders;
(3) Buffers adjacent to
the downhill side of a road;
(4)
Ditch turn-out buffers; and
(5)
Buffers down gradient of a single family residential lot.
c.
Deed Restrictions and
Covenants. Areas designated as vegetated buffers, not otherwise
protected as open space in accordance with Section 10.25,S, must be clearly
identified on the subdivision plat and plans, and protected from alteration by
deed restrictions and covenants.
d.
Exception for Linear Portions of a Project. For a linear
portion(s) of a project, runoff control may be reduced to no less than 75
percent of the impervious area and no less than 50 percent of the developed
area that is impervious, landscaped or otherwise disturbed.
4.
Design and Maintenance
Standards.a. Phosphorus control
measures and their maintenance shall meet the design criteria contained in the
"Maine Stormwater Best Practices Manual, Volume III. BMP Technical Design
Manual, Chapter 11. Designing for Operation and Maintenance" Maine Department
of Environmental Protection, 2008, and hereafter cited as the Technical Design
Manual.
b.
Structural
Measures. High maintenance structural measures, such as wet ponds and
runoff infiltration systems, shall not be used as part of any proposed
phosphorus control plan unless:
(1) Other
measures, such as increasing the width of vegetated buffers, greater limits on
clearing, reducing road lengths, and clustering of lots to achieve less
disturbed area are clearly demonstrated to be insufficient to allow the
proposed development to meet the standards of Section 10.25,L; and
(2) The Commission finds that the applicant
has the technical and financial capabilities to properly design, construct, and
provide for the long-term inspection and maintenance of the facility in
accordance with the procedures in the Technical Design Manual.
M.
EROSION AND SEDIMENTATION CONTROL
The standards set forth below must be met for all
development that involves filling, grading, excavation or other similar
activities which result in unstabilized soil conditions.
1.
General Standards.
a. Soil disturbance shall be kept to a
practicable minimum. Development shall be accomplished in such a manner that
the smallest area of soil is exposed for the shortest amount of time possible.
Operations that result in soil disturbance shall be avoided or minimized in
sensitive areas such as slopes exceeding 15% and areas that drain directly into
water bodies, drainage systems, water crossings, or wetlands. If soil
disturbance is unavoidable, it shall occur only if best management practices or
other soil stabilization practices equally effective in overcoming the
limitations of the site are implemented.
b. Whenever sedimentation is caused by
stripping of vegetation, regrading, or other construction-related activities,
sediment shall be removed from runoff water before it leaves the site so that
sediment does not enter water bodies, drainage systems, water crossings,
wetlands, or adjacent properties.
c. Soil disturbance shall be avoided or
minimized when the ground is frozen or saturated. If soil disturbance during
such times is unavoidable, additional measures shall be implemented to
effectively stabilize disturbed areas, in accordance with an approved erosion
and sedimentation control plan.
2.
Design Standards.
a. Permanent and temporary erosion and
sedimentation control measures shall meet the standards and specifications of
the "Maine Erosion and Sediment Control Practices Field Guide for Contractors".
Maine Department of Environmental Protection (2015) or other equally effective
practices. Areas of disturbed soil shall be stabilized according to the
"Guidelines for Vegetative Stabilization" (Appendix B of this chapter) or by
alternative measures that are equally effective in stabilizing disturbed
areas.
b. Clearing and construction
activities, except those necessary to establish sedimentation control devices,
shall not begin until all sedimentation control devices have been installed and
stabilized.
c. Existing catch
basins and culverts on or adjacent to the site shall be protected from sediment
by the use of hay bale check dams, silt fences or other effective sedimentation
control measures.
d. If streams
will be crossed, special measures shall be undertaken to protect the stream, as
set forth in Section 10.27,D.
e.
Topsoil shall not be removed from the site except for that necessary for the
construction of roads, parking areas, building excavations and other
construction-related activities. Topsoil shall be stockpiled at least 100 feet
from any water body.
f. Effective,
temporary stabilization of all disturbed and stockpiled soil shall be completed
at the end of each workday.
g.
Permanent soil stabilization shall be completed within one week of inactivity
or completion of construction.
h.
All temporary sedimentation and erosion control measures shall be removed after
construction activity has ceased and a cover of healthy vegetation has
established itself or other appropriate permanent control measures have been
implemented.
3.
Erosion and Sedimentation Control Plan.
a. For development that occurs when the
ground is frozen or saturated or that creates a disturbed area of one acre or
more, the applicant must submit an erosion and sedimentation control plan for
Commission approval in accordance with the requirements of Section
10.25,M,3,b.
b. A Commission
approved erosion and sedimentation control plan in conformance with these
standards shall be implemented throughout the course of the project, including
site preparation, construction, cleanup, and final site stabilization. The
erosion and sedimentation control plan shall include the following:
(1) For activities that create a disturbed
area of less than one acre:
(a) A drawing
illustrating general land cover, general slope and other important natural
features such as drainage ditches and water bodies.
(b) A sequence of construction of the
development site, including clearing, grading, construction, and
landscaping.
(c) A general
description of all temporary and permanent control measures.
(d) Provisions for the continued maintenance
of all control devices or measures.
(2) For activities that create a disturbed
area of one acre or more:
(a) A site plan
identifying vegetation type and location, slopes, and other natural features
such as streams, gullies, berms, and drainage ditches. Depending on the type of
disturbance and the size and location of the disturbed area, the Commission may
require a high intensity soil survey covering all or portions of the disturbed
area.
(b) A sequence of
construction of the development site, including stripping and clearing; rough
grading; construction of utilities, infrastructure, and buildings; and final
grading and landscaping. Sequencing shall identify the expected date on which
clearing will begin, the estimated duration of exposure of cleared areas, areas
of clearing, installation of temporary erosion and sediment control measures,
and establishment of permanent vegetation.
(c) A detailed description of all temporary
and permanent erosion and sedimentation control measures, including, without
limitation, seeding mixtures and rates, types of sod, method of seedbed
preparation, expected seeding dates, type and rate of lime and fertilizer
application, and kind and quantity of mulching for both temporary and permanent
vegetative control measures.
(d)
Provisions for the continued maintenance and inspection of erosion and
sedimentation control devices or measures, including estimates of the cost of
maintenance and plans for meeting those expenses, and inspection
schedules.
4.
Inspection.
a. For subdivisions and commercial,
industrial or other non-residential development that occurs when the ground is
frozen or saturated or that creates a disturbed area of one acre or more,
provision shall be made for the inspection of project facilities, in accordance
with Section 10.25,M,4,a,(1) or (2) below:
(1) The applicant shall hire a contractor
certified in erosion control practices by the Maine Department of Environmental
Protection to install all control measures and conduct follow-up inspections;
or
(2) The applicant shall hire a
Maine Registered Professional Engineer to conduct follow-up
inspections.
b. The
purpose of such inspections shall be to determine the effectiveness of the
erosion and sedimentation control plan and the need for additional control
measures.
c. Inspections shall be
conducted in accordance with a Commission approved erosion and sedimentation
control plan and the following requirements.
(1) Inspections shall be conducted at least
once a week and after each rainfall event accumulating more than 1/2 inch of
precipitation, until all permanent control measures have been effectively
implemented. Inspections shall also be conducted (a) at the start of
construction or land-disturbing activity, (b) during the installation of
sedimentation and erosion control measures, and (c) at the completion of final
grading or close of the construction season.
(2) All inspections shall be documented in
writing and made available to the Commission upon request. Such documentation
shall be retained by the applicant for at least six months after all permanent
control measures have been effectively implemented.
d. Notwithstanding Section 10.25,M,4,a,
development may be exempt from inspection if the Commission finds that an
alternative, equally effective method will be used to determine the overall
effectiveness of the erosion and sedimentation control measures.
N.
GROUNDWATER
QUALITY
The standards set forth below must be met for all
subdivisions and commercial, industrial and other non-residential
development.
1. The development shall
not pose an unreasonable risk that a discharge of pollutants to a groundwater
aquifer will occur.
2. The project
shall not result in the groundwater quality becoming inferior to the physical,
biological, chemical, and radiological levels for raw and untreated drinking
water supply sources specified in the Maine State Drinking Water Regulations,
pursuant to
22 M.R.S.
§601. If the pre-development groundwater
quality is inferior to the Maine State Drinking Water Regulations, the
development shall not degrade the water quality any further.
O.
AIR QUALITY
Commercial, industrial and other non-residential
development (including but not limited to solid waste disposal facilities,
crematories, wood products manufacturing, pulp and paper mills, rock crushing
operations, and asphalt batch plants) must comply with all State and Federal
air quality laws and standards.
P.
PROTECTED NATURAL RESOURCES
1.
Review Standards for Determinations
of No Unreasonable Impacts.
The following standards apply to permit applications
affecting protected natural resources as listed in Section 10.25,P, 2 and 3 and
requiring determinations of no unreasonable impacts. For Tier 1 reviews, the
applicable standards are limited to Section 10.25,P,1,b, c, and e.
a.
Existing Uses. The activity
will not unreasonably interfere with existing scenic, aesthetic, recreational
or navigational uses.
b.
Soil
Erosion. The activity will not cause unreasonable erosion of soil or
sediment or unreasonably inhibit the natural transfer of soil from the
terrestrial to the marine or freshwater environment.
c.
Harm to Habitats; Fisheries.
The activity will not unreasonably harm any significant wildlife habitat,
freshwater wetland plant habitat, threatened or endangered plant habitat,
aquatic habitat, travel corridor, freshwater, estuarine, or marine fisheries or
other aquatic life.
In determining whether there is unreasonable harm to
significant wildlife habitat, the Commission may consider proposed mitigation
if that mitigation does not diminish the overall value of significant wildlife
habitat and species utilization of the habitat in the vicinity of the proposed
activity and if there is no specific biological or physical feature unique to
the habitat that would be adversely affected by the proposed activity.
For purposes of Section 10.25,P,1,c, "mitigation" means any
action taken or not taken to avoid, minimize, rectify, reduce, eliminate or
compensate for any actual or potential adverse impact on the significant
wildlife habitat, including the following:
(1) Avoiding an impact altogether by not
taking a certain action or parts of an action;
(2) Minimizing an impact by limiting the
magnitude, duration or location of an activity or by controlling the timing of
an activity;
(3) Rectifying an
impact by repairing, rehabilitating or restoring the affected
environment;
(4) Reducing or
eliminating an impact over time through preservation and maintenance operations
during the life of the project; or
(5) Compensating for an impact by replacing
the affected significant wildlife habitat.
d.
Interference with Natural Water
Flow. The activity will not unreasonably interfere with the natural flow
of any surface or subsurface water.
e.
Lower Water Quality. The
activity will not violate any state water quality law, including those
governing the classification of the State's waters.
f.
Flooding. The activity will
not unreasonably cause or increase the flooding of the alteration area or
adjacent properties.
g.
Sand
Supply. If the activity is on or adjacent to a sand dune, it will not
unreasonably interfere with the natural supply or movement of sand or gravel
within or to the sand dune system or unreasonably increase the erosion hazard
to the sand dune system.
h.
Outstanding River Segments. If the proposed activity is a crossing
of any outstanding river segment as identified in Section 10.23, I, the
applicant shall demonstrate that no reasonable alternative exists which would
have less adverse effect upon the natural and recreational features of the
river segment.
i.
Dredging. If the proposed activity involves dredging, dredge
spoils disposal or transporting dredge spoils by water, the applicant must
demonstrate that the transportation route minimizes adverse impacts on the
fishing industry and that the disposal site is geologically suitable.
In evaluating whether the applicant has made the required
demonstration under Section 10.25,P,1,i, above, the Commission must request an
assessment from the Commissioner of Marine Resources consistent with the
assessment required by
38 M.R.S.
§480-D(9), and take
into consideration any assessment timely provided by the Commissioner in
response to this request. Any permit issued by the Land Use Planning Commission
must require the applicant to:
(1)
Clearly mark or designate the dredging area, the spoils disposal route and the
transportation route;
(2) Publish
in a newspaper of general circulation in the area adjacent to the route the
approved transportation route of the dredge spoils; and
(3) Publish in a newspaper of general
circulation in the area adjacent to the route a procedure that the applicant
will use to respond to inquiries regarding the loss of fishing gear during the
dredging operation.
2.
Water Bodies and Wetlands.
The following requirements apply to alterations of
non-tidal water bodies, freshwater wetlands, and coastal wetlands, regardless
of whether they are located in a P-WL subdistrict, for Uses Requiring a Permit
and Special Exceptions in Sub-Chapter II. Except as hereinafter provided, water
body or wetland alterations not in conformance with the standards of Section
10.25,P are prohibited.
a.
Procedural Requirements.
(1)
Area of Project Alteration.
(a)
If a proposed activity requires a permit and will alter 15,000 or more square
feet of wetland area, or 1 acre or more of overall land area, the applicant
must delineate on the ground and in a site plan all wetlands within the general
project area using methods described in the "Corps of Engineers Wetlands
Delineation Manual." U.S. Army Corps of Engineers. (1987) and the "Regional
Supplement to the Corps of Engineers Wetland Delineation Manual: Northcentral
and Northeast Region." U.S. Army Corps of Engineers. (Version 2.0, January
2012).
(b) In determining the area
of wetland alteration or overall land alteration, all components of a proposed
activity, including all phases of a multiphased project, are treated together
as constituting one single and complete project.
(2)
Level of Permit Review.
The level of permit review required depends upon the size
of the proposed wetland alteration and the type of wetland involved. If any
part of the overall project requires a higher level of review, then the whole
overall project will be reviewed under that higher tier, unless otherwise
authorized by the Commission:
(a) Tier
1 reviews apply to projects altering 4,300 up to 15,000 square feet of P-WL2
wetlands, P-WL3 wetlands, or P-WL1 wetlands where the wetland is included as a
P-WL1 wetland of special significance solely on the basis of its containing an
S1 or S2 natural community.
(b)
Tier 2 reviews apply to projects altering 15,000 up to 43,560 square feet (one
acre) of P-WL2 or P-WL3 wetlands.
(c) Tier 3 reviews apply to projects altering
any area of P-WL1 wetlands except as otherwise provided in Section
10.25,P,2,a,(2),(a), or one acre or more of P-WL2 or P-WL3 wetlands.
Alterations of P-WL1 wetlands may be eligible for Tier 1 or
2 review if the Commission determines, at the applicant's request, that the
activity will not have an unreasonable negative effect on the freshwater
wetlands or other protected natural resources present. In making this
determination, consideration shall include but not be limited to, such factors
as the size of the alteration, functions of the impacted area, existing
development or character of the area in and around the alteration site,
elevation differences and hydrological connection to surface water or other
protected natural resources.
(d) For wetlands not located in a P-WL
subdistrict, the level of permit review will be determined based on the type of
wetland and consistent with the descriptions in Section 10.23,N,2,a.
(3)
Seasonal Factors.
When determining the significance of a resource or impact
from an activity, seasonal factors and events that temporarily reduce the
numbers or visibility of plants or animals, or obscure the topography and
characteristics of a wetland such as a period of high water, snow and ice
cover, erosion event, or drought, are taken into account. Determinations may be
deferred for an amount of time necessary to allow an assessment of the resource
without such seasonal factors.
b.
General Land Use Standards.
The following standards apply to all projects dependent upon the required tier
level of review.
(1)
Avoidance.
(a) Projects requiring Tier 1, Tier 2, or
Tier 3 review must avoid alteration of wetland areas on the property to the
extent feasible considering natural features, cost, existing technology and
logistics based on the overall purpose of the project.
(b) Projects requiring Tier 2 or Tier 3
review will be considered to result in an unreasonable impact if the activity
will cause a loss in wetland area, functions, or values, and there is a
practicable alternative to the activity that would be less damaging to the
environment. Each Tier 2 and Tier 3 application must provide an analysis of
alternatives in order to demonstrate that a practicable alternative does not
exist.
For an activity proposed in, on or over P-WL1 wetlands of
special significance, a practicable alternative less damaging to the
environment is deemed to exist and the impact is unreasonable, unless the
activity is described in Section 10.25,P,2,b,(1),(b),(i) or (ii) below.
(i) Certain types of projects. The activity
is necessary for one or more of the purposes specified in the following
subparagraphs aa through hh.
aa. Health and
safety;
bb. Crossings by driveway,
road, rail, trail or utility lines;
cc. Water dependent uses;
dd. Reconstruction or expansion of an
existing developed area or related construction that cannot practicably be
located elsewhere because of the relation to the existing developed area, if
the existing developed area was created prior to August 18, 2005 (existing
developed area includes structures, fill areas, and landscaped
areas);
ee. Mineral excavation and
appurtenant facilities;
ff.
Walkways;
gg. Restoration or
enhancement of the functions and values of the P-WL1 wetlands of special
significance; or
hh. Shoreline
stabilization.
(ii)
Certain wetlands of special significance. The activity is for a purpose other
than those specified in Section 10.25,P,2,b,(1),(b),(i) above, is located in a
P-WL1 wetland with aquatic vegetation, emergent marsh vegetation or open water,
and the activity:
aa. Is located at least 250
feet from aquatic vegetation, emergent marsh vegetation or open water;
and
bb. Does not unreasonably
adversely affect the functions and values of the aquatic vegetation, emergent
marsh vegetation or open water, or the functions and values of the freshwater
wetlands that are enhanced or served by the aquatic vegetation, emergent marsh
vegetation or open water.
(2)
Minimal Alteration. Projects
requiring Tier 1, Tier 2, or Tier 3 review must limit the amount of wetland to
be altered to the minimum amount necessary to complete the project.
(3)
Compensation. Compensation
is the off-setting of a lost wetland function with a function of equal or
greater value. The goal of compensation is to achieve no net loss of wetland
functions and values. Every case where compensation may be applied is unique
due to differences in wetland type and geographic location. For this reason,
the method, location and amount of compensation work necessary is variable.
In some instances, a specific impact may require
compensation on-site or within very close proximity to the affected wetland.
For example, altering a wetland that is providing stormwater retention that
reduces the risk of flooding downstream will likely require compensation work
to ensure no net increase in flooding potential. In other cases, it may not be
necessary to compensate on-site in order to off-set project impacts. Where
wetland priorities have been established at a local, regional or state level,
these priorities should be considered in devising a compensation plan in the
area to allow the applicant to look beyond on-site and in-kind compensation
possibilities.
(a) Functional
Assessment. For projects requiring Tier 2 or Tier 3 review, applicant must
conduct a functional assessment unless exempt from this requirement under
Section 10.25,P,2,b,(3),(f) or granted a waiver under Section 10.25,P,2,b,
(3),(g). A functional assessment must be conducted in accordance with Section
10.25,P,2,f,(2) and be sufficient to allow the Commission to evaluate whether
the proposed wetlands alteration will cause a loss or degradation of wetland
functions.
(b) When compensation is
required. For Tier 2 or Tier 3 projects, unless exempt under Section
10.25,P,2,b,(3),(f) or granted a waiver under Section 10.25,P,2,b, (3),(g), if
the Commission determines that a wetland alteration will cause a wetland
function or functions to be lost or degraded, the applicant must provide
compensation for the wetland impacts.
(c) Location of compensation projects. The
compensation must take place in a location:
(i) On or close to a project site, if
determined necessary and appropriate by the Commission, to off-set direct
impacts to an aquatic ecosystem;
(ii) Otherwise, compensation may occur in an
off-site location where it will satisfy wetland priority needs as established
at the local, regional or state level to achieve an equal or higher net benefit
for wetland systems, if approved by the Commission.
(d) Types of compensation. Compensation may
occur in the form of:
(i) Restoration of
previously degraded wetlands;
(ii)
Enhancement of existing wetlands;
(iii) Preservation of existing wetlands or
adjacent uplands where the site to be preserved provides significant wetland
functions and might otherwise be degraded by unregulated activity; or
(iv) Creation of wetland from upland.
More than one method of compensation may be allowed on a
single project. Preference is generally given to restoration projects that will
off-set lost functions within, or in close proximity to, the affected wetland.
However, other types of compensation may be allowed by the Commission if the
result is an equal or higher overall net benefit for wetland systems.
(e) Compensation
amounts. The amount of compensation required to replace lost functions depends
on a number of factors including: the size of the alteration activity; the
functions of the wetland to be altered; the type of compensation to be used;
and the characteristics of the compensation site. Compensation shall be
performed to meet the following ratios at a minimum, unless the Commission
finds that a different ratio is appropriate to directly off-set wetland
functions to achieve an equal or higher net benefit for wetlands:
(i) 1:1 for restoration, enhancement or
creation to compensate for impacts in wetlands not of special
significance;
(ii) 2:1 for
restoration, enhancement or creation to compensate for impacts in wetlands of
special significance; and
(iii) 8:1
for preservation, including adjacent upland areas, to compensate for impacts in
all wetlands.
(f)
Exceptions. Neither a functional assessment nor compensation is required for
the following single, complete projects:
(i)
Freshwater wetlands
aa. Alterations of less
than 500 square feet in a freshwater wetland of special significance provided
that the Commission determines that there will be only a minimal effect on
freshwater wetland functions and values, significant wildlife habitat, or
imperiled or critically imperiled communities due to the activity;
bb. Alterations of less than 15,000 square
feet in a freshwater wetland not of special significance, provided that the
Commission determines that there will be only a minimal effect on freshwater
wetland functions and values due to the activity;
cc. Alterations in a freshwater wetland for a
road, rail or utility line crossing of a flowing water for a distance of up to
100 feet from the normal high water mark on both sides, measured perpendicular
to the thread of the flowing water, provided:
(i) Any affected freshwater wetland does not
contain significant wildlife habitat or a critically imperiled or imperiled
community; and
(ii) The total
project affects 500 square feet or less of the channel.
(ii) Coastal Wetlands. A coastal wetland
alteration that does not cover, remove or destroy marsh vegetation, does not
fill more than 500 square feet of intertidal or subtidal area, and has no
adverse effect on marine resources or on wildlife habitat as determined by the
Department of Marine Resources or the Department of Inland Fisheries and
Wildlife as applicable.
(iii)
Bodies of Standing Water. An alteration of a body of standing water that does
not place any fill below the normal high water mark, except as necessary for
shoreline stabilization projects, and has no adverse effect on aquatic habitat
as determined by the Department of Inland Fisheries and Wildlife or the
Department of Environmental Protection.
(iv) Flowing Water. An alteration of flowing
water that does not affect more than 150 feet of shoreline for a private
project or more than 300 feet of shoreline for a public project.
(v) Walkways/Access Structures. A wetland
alteration consisting of a walkway or access structure for public educational
purposes or to comply with the Americans with Disabilities
Act.
(g) Waiver. The Commission may waive the
requirement for a functional assessment, compensation, or both. The Commission
may waive the requirement for a functional assessment if it already possesses
the information necessary to determine the functions of the area proposed to be
altered. The Commission may waive the requirement for compensation if it
determines that any impact to wetland functions and values from the activity
will be insignificant.
(4)
No Unreasonable Impact. The
following standards apply only to applications requiring Tier 2 or Tier 3
review:
(a) Even if a project has no
practicable alternative and the applicant has minimized the proposed alteration
as much as possible, the application will be denied if the activity will have
an unreasonable impact on the wetland. "Unreasonable impact" means that one or
more of the review standards of Section 10.25,P,1 will not be met. In making
this determination, the Commission shall consider:
(i) The area of wetland that will be affected
by the alteration and the degree to which the wetland is altered, including
wetland beyond the physical boundaries of the project;
(ii) The functions and values provided by the
wetland;
(iii) Any proposed
compensation and the level of uncertainty regarding it; and
(iv) Cumulative effects of frequent minor
alterations on the wetland.
(b) Activities may not occur in, on or over
any wetland of special significance containing threatened or endangered species
unless the applicant demonstrates that:
(i)
The wetland alteration will not disturb the threatened or endangered species;
and
(ii) The overall project will
not affect the continued use or habitation of the site by the species.
When considering whether a single activity is reasonable in
relation to the direct and cumulative impacts on the resource, the Commission
shall consider factors such as the degree of harm or benefit to the resource;
the frequency of similar impacts; the duration of the activity and ability of
the resource to recover; the proximity of the activity to protected or highly
developed areas; traditional uses; the ability of the activity to perform as
intended; public health or safety concerns addressed by the activity; and the
type and degree of benefit from the activity (public, commercial or
personal).
c.
Wetland Compensation
Standards.
Where compensation is required, the following standards
apply:
(1)
Expertise. The
applicant shall demonstrate sufficient scientific expertise to carry out the
proposed compensation work.
(2)
Financial Resources. The applicant shall demonstrate sufficient
financial resources to complete the proposed compensation work, including
subsequent monitoring and corrective actions.
(3)
Persistence. For
restoration, enhancement and creation projects, on the basis of an updated
functional assessment, a minimum of 85% of the compensation area must
successfully replace the altered wetland's functions after a period of three
years unless otherwise approved by the Commission. If this level is not
achieved, or if evidence exists that the compensation site is becoming less
effective, the Commission may require additional monitoring and corrective
action, or additional wetland restoration, enhancement or creation in order to
achieve the compensation ratio as originally approved.
(4)
Monitoring. The applicant
shall set forth a plan for interim reporting and remediation measures during
monitoring of the restored or created wetland over a minimum of five years,
which shall include contingency plans for replanting, contouring or other
corrections if the project fails to meet project goals during that
time.
(5)
Maintenance.
A compensation project that will naturally maintain itself without active
intervention is preferred. However, the permittee may be required to conduct
activities to assure continuation of the wetland, or the accomplishment of
compensation goals, after a compensation project has been technically
completed. Such activities may include, but are not limited to, water level
manipulations and control of non-native plant species.
(6)
Protection.
(a) A compensation project involving
restoration, enhancement or creation must provide for deed covenant and
restriction or a conservation easement conveyed to a qualified holder that
requires maintenance of the area as a coastal wetland, freshwater wetland or
body of standing water in perpetuity. The conservation easement must list the
Department of Agriculture, Conservation, and Forestry as an enforcing agent.
Regardless of the size of the compensation area, any future alterations in, on
or over the area must be approved by the Commission.
(b) A compensation project involving
preservation must provide for a conservation easement conveyed to a qualified
holder or deed covenant and restriction so that the parcel will remain
undeveloped in perpetuity. The easement must list the Department of
Agriculture, Conservation, and Forestry as an enforcing agent. Compensation
areas may be deeded to local or state conservation groups or agencies, but any
land management practices must be approved by the Commission.
(7)
Source of Water
(Creation Only). For a creation project, the Commission prefers that the
created wetland be located adjacent to an existing wetland or
waterbody.
(8)
Implementation
Schedule. A schedule for implementing the compensation plan must be
submitted. Generally, compensation will be required to be completed prior to,
or concurrent with, the permitted alteration. For on-going or long-term
alterations, such as mining, compensation must be completed no later than
within the first year of operation unless otherwise approved by the
Commission.
d.
Mitigation Banking.(1)
Purpose. A public or private entity may apply to the Commission to
undertake wetland compensation projects for the purposes of off-setting one or
more alteration projects proposed at that time or in the future. The ratios set
forth in Section 10.25,P,2,b,(3),(e) will be used as guidance to determine the
amount of credit required for any proposed alteration.
(2)
Location. Compensation work
must take place in the same watershed, biophysical region or in the project
vicinity of the future alteration work, if feasible. Otherwise, the work must
occur as close to the wetland alteration site or sites as feasible.
(3)
Effectively Functioning. A
project to be used for compensation credit must be functioning as proposed in
the mitigation banking application, as demonstrated by an updated functional
assessment, in order to quality as an off-set to a proposed activity.
(4)
Limitation. No person may
use mitigation banking to compensate for more than 25 acres of wetland
alteration statewide in any one-year period.
(5)
Expertise. The applicant is
required to show a combination of expertise, experience and resources
sufficient to undertake and maintain land placed in mitigation
banking.
e.
Terms
and Conditions. The Commission may, as a term or condition of approval,
establish any reasonable requirement to ensure that the proposed development
will meet the standards of Section 10.25,P,1, such as:
(1) Design changes to help insure the success
of the project;
(2) Buffer
requirements;
(3) Project
supervisory requirements;
(4)
Monitoring requirements;
(5)
Mid-course correction or maintenance capability;
(6) Bonding or other assurances of continued
financial resources to complete compensation requirements; and
(7) Timing requirements for all or portions
of a project.
f.
Submission Requirements.(1)
Alternatives Analysis. If required by Section 10.25,P,2,b,(1),(b),
an alternatives analysis must be conducted that analyzes whether a less
environmentally damaging practicable alternative to the proposed alteration,
which meets the project purpose, exists. Determining whether a practicable
alternative exists includes:
(a) Utilizing,
managing or expanding one or more other sites that would avoid the wetland
impact;
(b) Reducing the size,
scope, configuration or density of the project as proposed, thereby avoiding or
reducing the wetland impact;
(c)
Developing alternative project designs, such as cluster development, that avoid
or lessen the wetland impact; and
(d) Demonstrating the need, whether public or
private, for the proposed alteration.
(2)
Functional Assessments. If
required by Section 10.25,P,2,b,(3),(a), a functional assessment must be
conducted of the wetland to be altered, that analyzes the wetland's value based
on the functions it serves and how the wetland will be affected by the proposed
alteration. The functional assessment must be conducted by a qualified
professional(s) using an acceptable methodology approved by the Commission. If
other than an established methodology is proposed, the applicant must submit
documentation describing how the methodology was developed, how the wetland
functions and values are determined using the methodology, and how much field
testing the technique has undergone.
In cases where the size of the wetland alteration or other
factors make the use of an established assessment methodology impracticable or
inappropriate, the Commission may instead accept the best professional judgment
of a qualified professional. The applicant must notify the Commission if he or
she intends to use best professional judgment.
3.
High Mountain
Areas.
The review standards of Section 10.25,P,1 apply to
alterations for Uses Requiring a Permit and Special Exceptions in Section
10.23,G,3,c and d.
4.
Plant Species and Communities. If any portion of a subdivision or
commercial, industrial or other non-residential project site includes
critically imperiled (S1) or imperiled (S2) natural communities or plant
species, the applicant must demonstrate that there will be no undue adverse
impact on the community and species the site supports, and indicate appropriate
measures for the preservation of the values that qualify the community or
species for such designation.
5.
Coastal Sand Dune Systems. (Reserved)
6.
Community Public Water System
Primary Protection Areas. (Reserved)
7.
Significant Wildlife Habitat.
(Reserved)
Q.
SUBDIVISION AND LOT CREATION
This section governs the division of lots and the creation
of subdivisions.
1.
Counting
Parcels, Lots, or Dwelling Units Under the Definition of Subdivision.
a.
Lots Created by Dividing a
Parcel. When a parcel is divided, the land retained by the person
dividing land is always counted in determining the number of lots created
unless the lot retained qualifies for any of the exemptions listed in Section
10.25,Q,1,g below. This figure illustrates two examples:
Click to view
image
Figure 10.25, Q-1. Two examples where two new lot lines
were drawn, each resulting in the creation of three parcels.
b.
Subdivision Created by the Placement
of Dwelling Units. The placement of three or more dwelling units on a
single lot within a five-year period creates a subdivision. The division of one
lot into two parcels coupled with the placement of one or two dwelling units on
either or both lots does not create a subdivision.
c.
Parcels Originally Part of a
Subdivision. A lot or parcel which, when sold, leased or developed, was
not part of a subdivision but subsequently became part of a subdivision by
reason of another division by another landowner is counted as a lot under the
subdivision definition. The Commission, however, will not require a subdivision
permit be obtained for such lot, unless the intent of such transfer or
development is to avoid the objectives of 12 M.R.S. Chapter 206-A.
d.
Remote Rental Cabins. In
order to foster primitive recreational opportunities on large tracts of land,
up to eight remote rental cabins within a single contiguous ownership larger
than 5,000 acres within a township shall be allowed without subdivision review.
Placement of more than eight remote rental cabins within such an ownership
requires subdivision review by the Commission.
e.
Renewal of Leases. For the
purpose of counting lots under the Commission's definition of subdivision, the
renewal of a lease within a Commission approved subdivision shall not be
counted as the creation of a lot. For the renewal of leases in other than
Commission approved subdivisions, a lease that is renewed within two-years of
its expiration shall not be counted as the creation of a lot. Renewal of leases
in other circumstances shall be counted as the creation of a lot.
f.
Existing parcels. For the
purposes of the definition of subdivision in
12 M.R.S.
§682(2-A) and in these
rules, an "existing parcel" shall include the contiguous area within one
township, plantation, or town owned or leased by one person or group of persons
in common ownership.
g.
Exempt lots. The following divisions are exempt when counting lots
for purposes of subdivision, unless the intent of such transfer is to avoid the
objectives of 12 M.R.S. Chapter 206-A:
(1)
Transfer of Lots for Forest Management, Agricultural Management or Conservation
of Natural Resources. A lot or parcel is not considered a subdivision lot if
the following conditions are met:
(a) The lot
is transferred and managed solely for forest management, agricultural
management or conservation of natural resources;
(b) The lot is at least 40 acres in
size;
(c) If the lot is less than
1,000 acres in size, no portion of the lot is located within 1,320 feet of the
normal high water mark of any great pond or river or within 250 feet of the
upland edge of a coastal or freshwater wetland as these terms are defined in
38 M.R.S.
§436-A;
(d) The original parcel from which the lot
was divided is divided into an aggregate of no more than 10 lots within any
5-year period; and
(e) When 3 to 10
lots each containing at least 40 acres in size are created within any 5-year
period, a plan is recorded in accordance with
12 M.R.S.
§685-B(6-A). Any
subsequent division of a lot created from the original parcel within 10 years
of the recording of the plan in the registry of deeds or any structural
development unrelated to forest management, agricultural management or
conservation creates a subdivision and may not occur without prior commission
approval. 12 M.R.S.
§682-B(4).
(2) Retained Lots. A lot is not
counted as a lot for the purposes of subdivision if it is retained by the
person dividing the land, and for a period of at least 5 years:
(a) is retained and not sold, platted,
leased, conveyed or further divided, except for transfer to an abutter pursuant
to Section 10.25,Q,1,g,(3) below; and
(b) is used solely for forest or agricultural
management activities and associated structures and development such as
buildings to store equipment or materials used in forest or agricultural
management activities, land management roads, driveways consistent with forest
or agricultural management activities, or natural resource conservation
purposes.
Only one retained lot exempt under this Section
10.25,Q,1,g,(2) may be created from any one existing parcel.
(3) Transfers to an Abutter and
Contiguous Lots. A lot transferred to an abutting owner of land is not counted
as a lot for the purposes of subdivision provided the transferred property and
the abutter's contiguous property is maintained as a single merged parcel of
land for a period of 5 years. Where a lot is transferred to an abutter, or two
or more contiguous lots are held by one person, the contiguous lots are
considered merged for regulatory purposes except for:
(a) lots that are part of a subdivision
approved by the Commission;
(b) a
land division certified by the Commission as qualifying under
12 M.R.S.
§682-B; or
(c) as provided in Section 10.11.
If the property exempted under this paragraph is
transferred within 5 years to another person without all of the merged land, or
without satisfying either subparagraph (a), (b), or (c) above, then the
previously exempt division creates a lot or lots for purposes of Section
10.25,Q.
(4)
Divisions by Inheritance, Court Order, or Gifts. Divisions of land accomplished
solely by inheritance or by court order are not counted as lots for the
purposes of this subsection.
A division of land accomplished by bona fide gift, without
any consideration paid or received, to a spouse, parent, grandparent, child,
grandchild or sibling of the donor of the lot or parcel does not create a
subdivision lot if the donor has owned the lot or parcel for a continuous
period of five years immediately preceding the division by gift and the lot or
parcel is not further divided or transferred within five years from the date of
division. 12 M.R.S.
§682-B(1)
(5) Conservation Lots. A lot or
parcel transferred to a nonprofit, tax-exempt nature conservation organization
qualifying under the United States Internal Revenue Code, Section 501(c)(3) is
not considered a subdivision lot if the following conditions are met:
(a) For a period of at least 20 years
following the transfer, the lot or parcel must be limited by deed restriction
or conservation easement for the protection of wildlife habitat or ecologically
sensitive areas or for public outdoor recreation; and
(b) The lot or parcel is not further divided
or transferred except to another qualifying nonprofit, tax-exempt nature
conservation organization or governmental entity.
12 M.R.S.
§
682-B(3)
(6) Transfer to Governmental
Entity. A lot or parcel transferred to a municipality or county of the State,
the State or an agency of the State, or an agency of the Federal government is
not considered a subdivision lot if the following conditions are met:
(a) The lot or parcel is held by the
governmental entity for the conservation and protection of natural resources,
public outdoor recreation or other bona fide public purposes and is not further
sold or divided for a period of 20 years following the date of transfer;
and
(b) At the time of transfer the
transferee provides written notice to the commission of transfer of the lot or
parcel, including certification that the lot or parcel qualifies for exemption
under this subsection.
12 M.R.S.
§682-B(2)
(7) Large Lots Managed for Forest
or Agricultural Management Activities or Conservation. A lot transferred or
retained following transfer containing at least 5,000 acres is not counted as a
lot for the purposes of this subsection, provided the lot is managed solely for
the purposes of forest or agricultural management activities or conservation
and the lot is not further divided for a period of at least 5 years. Nothing in
this paragraph, however, shall be construed to prohibit public outdoor
recreation on the lot.
(8)
Unauthorized Subdivision Lots in Existence For at Least 20 Years. A lot or
parcel that when sold or leased created a subdivision requiring a permit under
this chapter is not considered a subdivision lot and is exempt from the permit
requirement if the permit has not been obtained and the subdivision has been in
existence for 20 or more years. A lot or parcel is considered a subdivision lot
and is not exempt under this subsection if:
(a) Approval of the subdivision under
12 M.R.S.
§685-B was denied by the Commission and
record of the Commission's decision was recorded in the appropriate registry of
deeds;
(b) A building permit for
the lot or parcel was denied by the Commission under
12 M.R.S.
§685-B and record of the Commission's
decision was recorded in the appropriate registry of deeds;
(c) The Commission has filed a notice of
violation of
12 M.R.S.
§685-B with respect to the subdivision
in the appropriate registry of deeds; or
(d) The lot or parcel has been the subject of
an enforcement action or order and record of that action or order was recorded
in the appropriate registry of deeds.
12 M.R.S.
§682-B(5).
2.
Spaghetti-lots. A person may not divide any parcel of land in such
a way as to create a spaghetti-lot. This prohibition does not apply to utility
or transportation rights-of-ways, government purchases, or a parcel of land
that the Commission determines has significant public benefit and cannot be
configured in any other way in order to provide that benefit.
12 M.R.S.
§682-A
3.
General Standards for All
Subdivision Layouts.
a.
Locations and Layouts.
Chapter 10, Subchapter II identifies the subdivision types
and densities that are allowed in individual land use subdistricts. In
addition, the following standards apply to subdivision developments:
(1) Commercial, Industrial, and Residential
Subdivisions. All subdivisions must be designed consistent with Table
10.25,Q-1, Location and Layout Overview.
Table 10.25, Q-1. Location and Layout
Overview
Commercial, Industrial, and
Residential Subdivisions22 |
Allowed Subdivision
Layouts |
Basic |
Clustered |
FlexDesign |
Rural Lot |
High- and
Moderate-Density |
Low-Density |
Inland |
Yes |
Yes |
Yes |
Yes |
Shoreland with Heavy Development
(Lakes exceeding CLUP density
guidelines23, 24) |
No |
Yes |
Yes |
No |
Shoreland within 250 feet of Management Class 4
Lakes |
No |
Yes |
Yes |
No |
Shoreland within 250 feet of all other major water
bodies and coastal wetlands |
Yes |
Yes |
Yes |
No |
General Management
Subdivisions |
Inland |
Yes |
Yes |
Yes |
No |
(2) General Management Subdivisions. Any
subdivision that meets all of the criteria in Section 10.25,Q,3,a,(2),(a)
through (g) below is considered a general management subdivision. For purposes
of this section, "aggregate land area" includes lots to be offered and all
roads and other infrastructure associated with the subdivision, but excludes
common open space preserved and maintained in accordance with Section 10.25,S.
A general management subdivision:
(a) Is a
division within any 5-year period of an existing parcel of land within a single
contiguous ownership into 3 to 14 lots or dwelling units;
(b) Occupies an aggregate land area of less
than 30 acres;
(c) Is located
within a primary location and wholly located within one-half mile of a public
roadway;
(d) Is located more than
one-half mile from a major water body;
(e) Is located wholly on land within an M-GN
subdistrict, except that up to 20 percent of the aggregate land area may
consist of protection subdistricts for minor flowing waters or wetlands at the
time of the filing of a subdivision application;
(f) Is a high-density or moderate-density
subdivision as defined in Chapter 2 of the Commission's rules, and is designed
consistent with Table 10.25,Q-1, Location and Layout Overview; and
(g) Is in a location where the county, nearby
municipality, or other service provider is willing to and will be able to
provide fire and ambulance services consistent with Section
10.08,B,2,a.
(3) Maple
Sugar Processing Subdivisions. Subdivisions containing lots created by lease
for the purpose of establishing and operating commercial maple sugar processing
operations that meet all of the following criteria are maple sugar processing
subdivisions:
(a) The maximum number of
leased lots shall be no more than one per every 300 acres of the lot or parcel
being subdivided25;
(b) The maximum size of each leased lot shall
be no more than 4 acres;
(c) Any
two leased lots in a maple sugar subdivision may be located less than 1,000
feet from each other; these lots will be considered a set of lots for the
purpose of determining leased lot separation;
(d) Each set of leased lots must be separated
from any other leased lot or set of leased lots in the subdivision by a minimum
of 1,000 feet, measured horizontally from the closest point between lots or
sets of leased lots; and
Click to view
image
Figure 10.25, Q-2. Leased lots in maple sugar
subdivisions.
(e) Fee
ownership in each of the leased lots shall only be transferred as part of a
sale of the entire parcel originally so subdivided, or with a deed restriction
requiring that the lot be used only for commercial maple syrup production
unless the Commission, or its legal successor in function, releases the
restriction and records such release in the registry of deeds.
The following general standards in Section 10.25,Q,3,b
through h for subdivision layouts do not apply to maple sugar processing
subdivisions.
b.
Harmonious Fit.
(1) Subdivisions shall be designed to
harmoniously fit into the natural environment and shall cause no undue adverse
impact on existing surrounding uses. When determining "harmonious fit", the
Commission shall consider the existing character of the surrounding area,
potential for conflict with surrounding uses, proposed driveway and roadway
locations, and proposed lot sizes, among other factors.
(2) Subdivisions proposed with mixed
residential, commercial, or civic uses shall also meet the following
requirements:
(a) Commercial uses must fit the
size, scale, and intensity of the surrounding residential uses; and
(b) A combination of residential, commercial,
or civic uses on a single lot is allowed only if the most restrictive
dimensional requirements, as provided in Section 10.26, are met and provided
that the commercial or civic uses are otherwise compatible with residential
uses.
c.
Building Envelopes.(1) Building
envelopes shall be identified on each lot, designating suitable areas where
structural development and permanently maintained cleared openings may occur.
Activities not counted as permanently maintained cleared openings include a
single driveway for access to the building envelope, cleared areas that are
mowed less than twice a year, areas used for agricultural management
activities, and trails for recreational access.
(2) Building envelopes shall be shown and
labeled on the subdivision plat. In addition, building envelope requirements
shall be included in deed covenants for each lot specifying that structural
development and permanently maintained cleared openings shall be located within
the building envelope as shown on the Commission approved subdivision plan, as
it may be amended from time to time.
(3) Building envelopes shall be located and
sized to allow conformance with the Commission's dimensional requirements in
terms of minimum water body, road, and property line setbacks, and maximum lot
coverage requirements, as provided in Section 10.26; and vegetation clearing
standards for shorelines and public roads, as provided in Section 10.27.
(4) Where practicable, building
envelopes shall be arranged:
(a) In groups,
allowing for larger open areas between groups of building envelopes;
(b) To avoid placement along ridgelines, on
prime farm land soils, in wetlands or drainage areas, on sustained slopes
greater than 20 percent, or over any other topographic or natural features
important to the site; and
(c) To
maximize privacy afforded to each dwelling unit, such as providing sufficient
buffering vegetation and staggering building envelopes.
d.
Common Open Space.
(1) Unless another configuration better
achieves the Commission's natural and cultural resource goals listed in Chapter
1 of the Comprehensive Land Use Plan, any common open space proposed for the
subdivision must be preserved in large, contiguous blocks that connect with
off-site undeveloped land to form a continuous integrated open space
system.
(2) Significant wildlife
habitats, imperiled and critically imperiled natural plant communities, and a
minimum 250-foot undisturbed buffer around the boundaries of those habitats
shall be included in common open space.
(3) The subdivision design shall include
suitable common open space for wildlife passage, at least 500 feet in width,
around or through the development. The wildlife passage shall be located along
the side of flowing waters or wetlands, in a way that links high value wildlife
habitats on or off the property, along the property line of any abutting
conserved land, or adjacent to one of the boundary lines of the subdivision, to
the extent practicable. In addition, lots shall be configured so that groups of
lots are separated by at least 500 feet of undeveloped land such that lots
within a group do not extend more than 1,320 feet along the existing access
road or shoreline.
Click to view image
Figure 10.25, Q-3. Grouping of subdivision lots along a
roadway or shoreline.
(a) In cases
where the subdivision design consists of four or fewer lots encompassing the
entire existing parcel, and where the Commission has determined provision for
wildlife passage exists within one-quarter mile of the parcel, the Commission
may allow subdivision designs without common open space for wildlife
passage.
(b) In cases of
subdivisions that constitute "in-fill" development, on parcels surrounded by
existing development, for which designated common open space would be an
isolated pocket providing little long-term value, the Commission may also allow
subdivision designs without common open space for wildlife passage.
(4) In cases where an existing
recreational resource managed for public access, such as a motorized or
non-motorized trail, or boat launch, is located in or within 1,000 feet of the
project boundary, the subdivision design must include provisions to ensure lot
owners or lessees in the subdivision will not cause undue adverse impacts to
intervening landowners from informal trail building. If access to the
recreational resource is provided for lot owners or lessees that access must be
legally enforceable by the lot owners or lessees.
(5) Common open space within the subdivision
shall be preserved and maintained in accordance with the Commission's Chapter
10 rules, Section 10.25,S.
(6)
Subdivision Redistricting Considerations. Subdivisions are allowed only in
appropriate subdistricts, as designated in Sub-Chapter II. However, the
Commission may approve subdivisions that include land area designated as common
open space within subdistricts where subdivision is otherwise prohibited,
provided the designated land area meets the requirements of Section
10.25,S.
e.
Shoreland Development.
(1)
Shoreland subdivisions that include shoreline frontage on a major water body,
shall include one of the following, except as allowed in Section
10.25,Q,3,e,(2) below:
(a) Non-waterfront
lots that equal or exceed the number of waterfront lots in the
layout;
(b) An area reserved for
future layout and development of non-waterfront lots that is equal to or
exceeds the area of waterfront lots in the layout; or
(c) A non-linear design that incorporates a
majority of the waterfront in common ownership.
(2) In cases where the Commission finds site
specific constraints such as sustained steep slopes or wetlands do not allow
for development of non-waterfront lots anywhere on the parcel, the Commission
may allow an alternative layout for a project site.
(3) Shoreland subdivisions with shoreline
frontage shall also include provisions for useable common access to the water
for all lots in the subdivision and for any future lots in reserve areas.
Common water access shall not be located in open space designated for habitat
protection or wildlife passage.
(4)
Proposed permanent docks, trailered ramps, hand-carry launches or water-access
ways shall comply with the requirements of Section 10.27,L,2.
(5) Designs shall include and provide for
maintenance of best management practices for control of phosphorus in
accordance with Section 10.25,L.
f.
Legal Right of Access to Subdivision
Lots. Any lot in a subdivision created after June 17, 2019 must be
accessible from a public road by a legal right of access. This legal right of
access may be by road or by water.
(1) Road
Access. A legal right of access by road exists when the subdivision land:
(a) Abuts a public road; or
(b) Benefits from an easement, appurtenant to
the land, that provides for vehicular access.
Under either option, if the road over which legal access is
provided does not exist, it must be reasonable that the road could be built.
Additionally, the legal access provided must be sufficient to support the land
uses allowed in the subdivision, including any associated construction,
maintenance, and use of structures. An easement providing for vehicular access
may contain reasonable provisions to minimize the burden on the underlying fee
owner, such as provisions that: allow for closure of the road during spring mud
conditions; allow for closure during the winter to avoid snow plowing, provided
pedestrian and snowmobile access is allowed; and establish road standards and
reasonable maintenance expectations and responsibilities.
(2) Access by water. A legal right
of access by water exists when the subdivision land reasonably may be accessed
by boat from a public or private boat launch, provided the boat launch is
accessible by road access consistent with Section 10.25,Q,3,f,(1) above.
Additionally provided, when the subdivision land will be accessed by boat from
a private boat launch, all lot owners will have a legally enforceable right to
use and ensure continued maintenance of the boat launch.
(3) Leased Lot Exception. The legal right of
access requirement for subdivision lots contained in Section 10.25,Q,3,f does
not apply to subdivision lots leased on an annual basis for fair market value
consideration, and where both the lessor and lessee have the legal right to not
renew the lease, subject to applicable statutory notice requirements,
regardless of cause. However, as part of the sale of any such leased lot in a
subdivision created after June 17, 2019, the seller shall grant the buyer a
legal right of access that satisfies Section 10.25,Q,3,f,(1) or (2).
g.
Emergency Services
Waiver. For all proposed subdivisions located in subdistricts for which
an emergency services waiver was granted by the Commission, the applicant must
demonstrate that sufficient notice of the absence of emergency services will be
provided to all subsequent owners of property within the subdivision, including
use of a specific note on the plat and any deed for a lot within such a
subdivision.
h.
Recreational
Resource Capacity for Recreation-based Subdivisions. A recreation-based
subdivision must be integrated with a recreational resource. In cases where the
recreational resource does not have sufficient capacity to accommodate all of
the lot owners in the subdivision, the subdivision proposal must include
provisions to adequately increase capacity of the resource. Factors that the
Commission will consider in evaluating resource capacity include, but are not
limited to, the amount of parking, availability of wastewater disposal
facilities, and evidence of unstable or eroding soils due to overuse.
4.
Layout Specific
Standards.
The Commission has adopted additional subdivision standards
for four different layouts, Basic, Clustered, Rural Lot, and FlexDesign.
a.
Basic Subdivision Layouts.
Basic subdivisions must meet all general standards in Section 10.25,Q,3, and
the following layout specific standards:
(1)
Building envelope size shall be limited to no greater than 40 percent of the
size of each lot.
(2) For
Recreation-based Subdivisions using the Basic Layout:
(a) The subdivisions shall meet the required
common open space percentage in Section 10.25,Q,4,a,(2),(b) below, unless the
subdivision:
(i) Abuts or is located within
one-quarter mile of permanently conserved land, or
(ii) Includes provisions for the preservation
of near-by, off-site open space.
The conserved land specified in (i) and (ii) above must be
equal to or greater than the required common open space, both in total
contiguous area and shoreline frontage.
In cases where the subdivision abuts permanently conserved
land, all building envelopes shall be at least 100 feet from the boundary line
of the conserved parcel.
(b) Common Open Space Percentage. For
recreation-based subdivisions, the total common open space must include at
least 40 percent of the net developable land area and 40 percent of the net
developable shorefront area for shoreland developments.
(c) Recreational Trail Incentive. For
recreation-based subdivisions, the total common open space percentage for the
subdivision may be reduced by 5 percent if an existing trail on the property is
included in common open space or a new trail is constructed in common open
space. An additional 5 percent reduction may be allowed if the on-site trail
connects with an existing off-site trail managed for public access. Common open
space requirements for habitat protection and wildlife passage shall still be
met, and trail construction shall not be located in common open space
designated for habitat protection or wildlife passage.
b.
Clustered Subdivision
Layouts. Clustered subdivisions must meet all general standards in
Section 10.25,Q,3, except as provided in Sections 10.25,Q,4,b,(1) through (3)
below:
(1) Density and Dimensional
Requirements for Clustered Layouts. Chapter 10, Subchapter II identifies the
subdivision densities that are allowed in individual land use subdistricts.
Depending on the subdistrict, clustered layouts can use a moderate or
high-density design. Subdivision densities are defined in Chapter 2 of the
Commission's rules.
(a) The Commission may
reduce the minimum lot size for moderate density designs provided the lot
density requirement for the subdivision is met in the aggregate, inclusive of
proposed common open space; and may reduce the minimum road frontage or
shoreline frontage for individual lots in both moderate- and high-density
designs, provided, in the aggregate, these dimensional requirements are met
within the development.
(b) In
addition, the Commission may reduce dimensional requirements of Sections
10.26,A through E, in the aggregate, provided:
(i) Dimensional requirements, in the
aggregate, are not reduced by more than 50 percent, except that consistent with
Section 10.26,G,2 shoreline setback requirements must not be reduced;
(ii) Site conditions are suitable for more
concentrated development on some portions of a site and such concentrated
development will not adversely affect resources; and
(iii) The specific benefits afforded by the
cluster approach will prevent the loss of or enhance the conservation of
important natural features.
(2) Common Open Space.
(a) Clustered subdivisions shall be designed
to protect developable land as common open space through (i) clusters of
dwellings on commonly-owned land; (ii) creation of individual lots with reduced
lot size, reduced road frontage or, within shoreland developments, reduced
shoreline frontage as permitted under these rules; or (iii) a decrease in the
number of individual lots that meet dimensional requirements.
Click to view
image
Figure 10.25, Q-4. From left to right, (1) clustering on a
commonly-owned parcel, (2) clustering on individual parcels with reduced lot
size and frontage, and (3) clustering on individual parcels without reduced lot
size or frontage.
(b)
Common Open Space Percentage. The total designated common open space must
include at least 50 percent of the net developable land area and 50 percent of
the net developable shorefront area for shoreland developments.
(c) The Commission may allow subsurface
wastewater disposal systems in designated common open space, provided there is
no other practicable alternative, appropriate legal provisions are made for
maintenance, access, and replacement; and the systems will not be located in
areas designated for wildlife passage or habitat protection.
(3) Shoreland Development.
Shoreland developments using a clustered subdivision layout shall include
non-waterfront lots that equal or exceed the number of water front lots in the
layout. The general standard provision for using reserved area for future
growth in lieu of non-waterfront lots is not allowed in this layout (Sections
10.25,Q,3,e,(1) and (2)).
c.
Rural Lot Subdivision
Layouts. Rural Lot subdivisions must meet all general standards in
Section 10.25,Q,3, except as provided in Sections 10.25,Q,4,c,(1) through (5)
below.
(1) All building envelopes shall be
located in the front third of the lot to leave the back two thirds available
for open space and wildlife passage.
(2) Building envelopes shall be no greater
than two acres in size.
(3) Design
of the subdivision road shall minimize fragmentation and indirect impacts on
wildlife habitat by using practices such as minimizing the length of new roads
to less than one-quarter mile where practicable, locating new roads proximate
to existing onsite or off-site development or infrastructure, and locating new
roads closer to one of the existing parcel lines.
(4) The design shall include suitable space
for wildlife passage. The wildlife passage may be on individual lots; however,
it shall be outside designated building envelopes and at least 500 feet in
width, extending around or through the development. In addition, the area for
wildlife passage shall be located along the side of flowing waters or wetlands,
in a way that links high value wildlife habitats on or off the property, along
the property line of any abutting conserved land, or adjacent to a property
line, to the extent practicable.
(5) The access provision for existing trails
in Section 10.25,Q,3,d,(4) applies to Rural Lot subdivisions. Otherwise, the
common open space provisions in Section 10.25,Q,3,d do not apply to this
layout.
d.
FlexDesign Subdivision Layouts. The FlexDesign subdivision is a
customized approach to subdivision layout and design. The only general
standards in Section 10.25,Q,3 that apply to FlexDesign subdivisions are
Sections 10.25,Q,3,a,c, and f; the standards of Section 10.25,Q,4,d apply.
(1) Subdivision Objectives. FlexDesign
subdivisions shall meet the Commission's local scale subdivision design
objectives, as follows:
(a) Good Fit. Ensure
well thought-out subdivision designs and quality infrastructure construction
that are consistent with the local area's character, culture, land uses, and
housing market; fit into the landscape to minimize the footprint and complexity
of infrastructure, encourage continued timber and wood fiber production where
appropriate, and protect existing resources where appropriate. Good fit
recognizes the diversity of different regions.
(b) Limited Resources. Provide for efficient
use of limited land resources such as shorelines, frontage on public roads, and
suitable soils to encourage more capacity for residential development in
appropriate locations and create efficiencies in the provision of services such
as roads, communication infrastructure, emergency services, schools, solid
waste disposal, and recreation.
(c)
High Value Resources. Protect on-site and nearby high value resources including
important farmlands, scenic resources, cultural features, wildlife habitats,
water bodies, wetlands, and other natural areas through good design, open space
connectivity, and off-site conservation when appropriate to mitigate adverse
impact on these resources.
(d)
Recreational Resources. Ensure that subdivision designs provide adequate access
to on-site or off-site recreational opportunities to accommodate new residents
and prevent negative impacts on existing public or private recreation
resources, and encourage designs that provide access to a variety of, and
interconnectivity between, recreational opportunities, where
available.
(e) Adequate
Infrastructure. Ensure adequate infrastructure that has been designed to
efficiently and effectively maximize public health and safety, allow efficient
provision of public services, and minimize the cost of operation and
maintenance, including provisions for systems that have interconnectivity,
sufficient capacity, and resiliency in extreme weather events.
(2) Subdivision Design. The
development of the sketch plan for FlexDesign subdivisions shall be consistent
with the following design approach:
(a) Step
One. Identify Priority and Supplemental Conservation Areas. Identify the
priority conservation areas, using existing information from State natural
resource agencies and landowner knowledge, that shall be considered for
inclusion within common open space. Priority conservation areas include those
areas of the parcel containing or supporting protected natural resources such
as significant wildlife habitat, water bodies and wetlands; buffer areas to
protect those resources; areas needed for wildlife passage around or through
the development; imperiled and critically imperiled natural plant communities;
special flood hazard areas; and sustained steep slopes (greater than 20
percent). Also, identify any supplemental conservation areas, features that the
landowner has determined warrant secondary consideration for inclusion within
common open space or protection from development, including other areas not
well-suited for development, existing trails, areas with connection to off-site
open space, open fields, or other special features of the property that are
important to maximize opportunities such as protecting significant viewsheds
and providing solar access, and meet the applicant's design goals for the
subdivision.
(b) Step Two. Locate
Building Envelopes. Building envelopes shall be located outside of priority
conservation areas, and to the maximum extent feasible, should be located
outside of supplemental conservation areas, as delineated in Step One. Building
envelopes shall include sufficient area suitable for development and be located
to reflect the Commission's local scale subdivision design objectives, outlined
in Section 10.25,Q,4,d,(1) above, as well as the applicant's design goals for
the subdivision. The placement of building envelopes and lot lines shall
consider minimizing the creation of edges26 between
developed areas and open space, and consider the cultural and natural features
of the landscape to the greatest extent possible (e.g., follow stone walls,
lines of boundary trees, and streams). Locations of building envelopes should
also consider the privacy provided for individual homeowners.
(c) Step Three. Align Roads and Trails. The
minimum length and network of roads necessary to access each lot shall be
identified, subject to the road standards of the Commission, with consideration
given to conforming roads to the natural landscape and to minimizing the
creation of edges between developed areas and open space. Roads shall be
located in such a way that avoids or at least minimizes adverse impacts on
those areas delineated in Step One. Where practicable for the proposed
development site, entrances onto existing roads shall be located to line up
directly across from existing entrances on the roadway, allowing for safe cross
movement of traffic at the intersection. Proposed trails shall be identified
where access to common open space or recreational resources on or off the
development is appropriate.
(d)
Step Four. Draw Lot Lines. For subdivisions with individual lots, proposed lot
lines shall be identified. The placement of the lot lines shall consider those
conservation areas identified in Step One, design decisions made in Steps Two
and Three, and the Commission's dimensional and vegetation clearing standards,
as well as conform to the cultural and natural features of the landscape to the
greatest extent possible. The delineation of lots also should consider the
opportunity for future owners to reasonably expand the structures on the lot,
and privacy provided for individual lot owners.
(3) Future Development. When a subdivision
will not utilize the entire parcel and there are potential plans for future
subdivision or development of the parcel, the sketch plan also shall include a
conceptual, long-range development plan showing the potential utilization of
the balance of the parcel not being subdivided. The conceptual long-range
development plan is intended to show that the current subdivision proposal will
not compromise the long-term development of the parcel, future access to
recreational resources, or important conservation values. This plan must show
the relationship of the proposed subdivision area to the balance of the parcel
and to adjacent land, as well as, in general terms, the potential road network
and other infrastructure, development areas, and common open space areas for
the long-range development plan.
(4) Common Open Space.
(a) The area to be designated as common open
space or otherwise preserved as part of the development shall include all
identified priority conservation areas. Supplemental conservation areas may
also be included in common open space or conserved as needed to ensure the
Commission's subdivision objectives and the applicant's design goals for the
subdivision are met.
(b) Sufficient
supplemental conservation areas shall be included in the common open space to
meet at least the minimum area percentage requirement for common open
space.
(c) Common Open Space
Percentage. Unless site conditions indicate less common open space will meet
the Commission's local scale subdivision design objectives in Section
10.25,Q,4,d,(1), the common open space percentage for FlexDesign subdivisions
must be at least 50 percent of the net developable land area, and 50 percent of
the net developable shorefront area for shoreland developments.
(d) Unless another configuration better
achieves the Commission's local scale subdivision design objectives, any common
open space proposed for the subdivision shall be preserved in large contiguous
blocks that connect with offsite, undeveloped land to form a continuous
integrated open space system.
(e)
The Commission may allow subsurface wastewater disposal systems in common open
space, provided there is no other practicable alternative, legal provisions are
made for maintenance, access, and replacement; and the systems are not located
in areas designated for wildlife passage or habitat protection.
(f) Common open space shall be labeled as
such on the subdivision plat, and preserved and maintained in accordance with
Section 10.25,S.
(g) Subdivision
Redistricting Considerations. Subdivisions are allowed only in appropriate
subdistricts, as designated in Sub-Chapter II. However, the Commission may
approve subdivisions that include land area designated as common open space
within subdistricts where subdivision is otherwise prohibited, provided the
designated land area meets the requirements of Section 10.25,S.
(5) Sketch Plan Review Meeting.
Sketch plan submissions for FlexDesign subdivisions shall be consistent with
the objectives in Section 10.25,Q,4,d,(1) above; shall follow the approach set
out in Section 10.25,Q,4,d,(2); and shall include the submission of a site
context map, site inventory and analysis map, conceptual sketch plan,
alternative design sketch, and project narrative discussing the applicant's
design goals for the subdivision.
5.
Procedural Requirements.
a.
Sketch Plan Review Meeting for All
Subdivisions.
(1) Prior to submitting
a permit application for any subdivision, the applicant shall request and
attend a sketch plan review meeting.
(2) Two sketch plans, with no engineering
details, showing possible subdivision designs for the property using two
different layout options shall be provided in advance of the meeting. Data
provided on the sketch plan may be based on existing information available from
State natural resource agencies and landowner knowledge. Site-specific survey
work such as on-site wetland delineations is not expected and need not be a
part of the sketch plan review.
(3)
The permit application for the subdivision shall be submitted within 12 months
after the sketch plan review meeting. If the application is not submitted
within 12 months, the Commission may require a new sketch plan
review.
(4) Applicants may present
a subdivision in phases, provided that the first phase contains at least 25
percent of the total number of lots as shown on the sketch plan.
For phased proposals, the request for sketch plan review
also must include a conceptual long-range development plan showing the
potential utilization of the balance of the parcel. The conceptual long-range
development plan is intended to show that the current subdivision proposal will
not compromise the long-term development of the parcel or important
conservation values. This plan must show the relationship of the proposed
subdivision area to the balance of the parcel and to adjacent land, as well as,
in general terms, the potential road network and other infrastructure,
development areas, and common open space areas for the long-range development
plan.
b.
Subdivision Filing with Registry of Deeds.
(1) Filing requirements. Following the
approval of any subdivision by the Commission, the applicant shall file the
subdivision plat signed by the Commission's Director with the County Registry
of Deeds where the real estate is located.
(2) A registrar of deeds shall not record a
copy of conditions or any plat or plan purporting to subdivide real estate
located within the unorganized and deorganized lands of the State, unless the
Commission's approval is evidenced thereon.
12 M.R.S.
§685-B(6)
c.
Conveyance of Lots or
Dwelling Units.(1) Certificates of
Compliance. The conveyance of lots or dwelling units in any subdivision
approved by the Commission may not proceed until a certificate of compliance
has been issued. A certificate of compliance requires that:
(a) Proposed deeds and plats be reviewed and
approved by the Commission to ensure that relevant permit conditions have been
fulfilled.
12 M.R.S.
§685-B(8)
(b) Signed plats have been filed with the
appropriate county Registry of Deeds.
(c) Project construction has been completed,
including but not limited to all common infrastructure and improvements, such
that all subdivision lots or dwelling units can be accessed and occupied, and
infrastructure and improvements can be used for their intended purpose without
concern for the general health, safety, and welfare of the occupant or user,
and the general public. Common infrastructure and improvements include elements
of the subdivision such as common access ways and trail systems, waterfront
amenities and docking facilities, and community centers, as applicable, located
anywhere within the subdivision.
(d) All permit conditions of approval have
been fulfilled, except those requiring ongoing or long-term compliance activity
such as annual water quality monitoring or maintenance of structural erosion
control best management practices.
(2) Partial Certificates of Compliance. The
Commission may issue a partial certificate of compliance for a portion of a
subdivision development if that portion of the project can stand on its own and
all infrastructure systems will be able to function properly without the
benefits of the unbuilt portions of the systems, when Section 10.25,Q,5,c, (a)
and (b) have been met, and:
(a) Project
construction is complete for the standalone portion of the project, including
but not limited to all common infrastructure and improvements needed to support
lots or dwelling units or proposed for use by lot or unit owners in that
portion of the project, such that all lots or dwelling units in that portion of
the project can be accessed and occupied, and infrastructure and improvements
can be used for their intended purpose without concern for general health,
safety, and welfare of the occupant or user, and the general public. Common
infrastructure and improvements include elements of the subdivision such as
common access ways and trail systems, waterfront amenities and docking
facilities, and community centers, as applicable, located anywhere within the
subdivision.
(b) All open space
proposed for wildlife habitat and wildlife passage has been preserved in
accordance with Section 10.25,S.
(c) All permit conditions of approval
applicable to the standalone portion of the project have been fulfilled, except
those requiring ongoing or long-term compliance activity such as annual water
quality monitoring or maintenance of structural erosion control practices.
For information relative to permit expiration for partial
certificates of compliance see the definition for substantial completion in
Chapter 2.
(3)
Monumentation. All subdivision and lot boundary corners and angle points must
be marked by suitable, permanent monumentation in accordance with rules adopted
by the Board of Licensure for Professional Land Surveyors, 02-360 CMR 90,
Standards of Practice.
(4) Maple
Sugar Processing Subdivisions.
(a) The fee
interest in lots in maple sugar processing subdivisions, shall not be offered
for sale except as part of a sale of the entire parcel originally so
subdivided, or with a deed restriction requiring that the lot be used only for
commercial maple syrup production unless the Commission, or its legal successor
in function, releases the restriction and records such release in the registry
of deeds. The subdivision plat, and any deed for lots in subdivisions created
by lease for the purpose of establishing and operating maple sugar processing
operations, shall contain conditions setting out such restrictions.
(b) For maple sugar subdivisions created
after February 22, 2013, deeds for each leased lot in maple sugar processing
subdivisions must be created with a deed restriction requiring that the lot be
used only for commercial maple syrup production unless the Commission, or its
legal successor in function, releases the restriction and records such release
in the registry of deeds. The deeds for each leased lot in maple sugar
processing subdivisions shall be recorded with the registry of deeds at the
time the subdivision is created.
(5) Rural Business Lots. All subdivision lots
permitted for rural businesses in the D-RB subdistrict shall include a
condition requiring that the lot be used only for rural businesses unless the
Commission, or its legal successor in function, releases the
condition.
d.
Recording of Large Lot Land Divisions.
(1) When 3 to 10 lots each containing at
least 40 acres are created within a five-year period and are located more than
1,320 feet from the normal high water mark of any great pond or river and more
than 250 feet from the upland edge of a coastal or freshwater wetland as those
terms are defined in
38 M.R.S.
§436-A, a plan showing the division of
the original parcel must be filed by the person creating the third lot with the
Commission within 60 days of the creation of that lot. The plan must state that
the lots may be used only for forest management, agricultural management or
conservation of natural resources. A "Guide to Certification of Plans for Large
Lot Land Divisions" is available from the Commission that details submission
requirements.
(2) The Commission
must determine whether the plan qualifies under
12 M.R.S.
§682-B, ordinarily within 15 days of
receipt of a complete plan.
(3) A
copy of the certified plan must be filed, within 30 days of certification by
the Commission, with the State Tax Assessor and the appropriate registry of
deeds in the county in which the land is located. A register of deeds may not
record any plan depicting these lots unless the Commission's certification that
the division qualifies under
12 M.R.S.
§682-B is evidenced on the plan.
12 M.R.S.
§
685-B(6-A)
(4) Any subsequent division of a lot created
from the original parcel within 10 years of the recording of the plan in the
registry of deeds or any structural development unrelated to forest management,
agricultural management or conservation creates a subdivision and may not occur
without prior Commission approval.
12 M.R.S.
§682-B
S.
COMMON OPEN SPACE
The standards set forth below must be met for all clustered
subdivisions and other land area designated as common open space.
1.
Preservation and Maintenance of
Common Open Space. Common open space must be owned, preserved and
maintained as required by this section, by any of the following mechanisms or
combinations thereof, listed in order of preference, upon approval by the
Commission:
a. Conveyance of common open space
to a qualified holder, as defined under Section 10.25,S,2.
b. Dedication of development rights of common
open space to a qualified holder, as defined under Section 10.25,S,2 with
ownership and maintenance remaining with the property owner or a homeowners
association.
c. Common ownership of
open space by a homeowners association which prevents future structural
development and subsequent subdivision of the common open space, and assumes
full responsibility for its maintenance.
d. Ownership by a single landowner, provided
that deed covenants are recorded that are sufficient to ensure the purposes of
Section 10.25,S.
e. Any other
mechanism that fully provides for the permanent protection or conservation of
the common open space and that is acceptable to the Commission.
2.
Qualified Holders.
The following entities are qualified to own, preserve and maintain common open
space:
a. "A governmental body empowered to
hold an interest in real property under the laws of this State or the United
States; or
b. A nonprofit
corporation or charitable trust, the purposes or powers of which include
retaining or protecting the natural, scenic or open space values of real
property; assuring the availability of real property for agricultural, forest,
recreational or open space use; protecting natural resources; or maintaining or
enhancing air or water quality or preserving the historical, architectural,
archaeological or cultural aspects of real property."33 M.R.S.
§476(2)
3.
Uses of Common Open
Space. Common open space may be usable for low-intensity noncommercial
recreation, for purposes intended to conserve land, or to preserve important
natural or cultural features of the site. Uses within the common open space may
be limited or controlled by the Commission at the time of approval, as
necessary, to protect natural resources and adjacent land uses. Specifically,
common open space lots are subject to subdivision and other permit conditions
prohibiting residential, commercial, and industrial structures and uses; and
other structures and uses not specifically authorized by the subdivision
permit.
4.
Association
By-laws. If any or all of the common open space is to be reserved for
common ownership by the residents of the subdivision, documents necessary for
establishing the association shall be drafted and implemented. The documents
shall provide for mandatory lot owner or lessee membership, lot owner or lessee
rights and privileges, association responsibilities and authority, operating
procedures, proper capitalization to cover any initial operating costs, and the
subdivision developer's responsibilities, if any; and shall prohibit all
residential, commercial, and industrial structures and uses within the
designated open space; and prohibit other structures and uses in that space
that have not specifically been authorized by the subdivision permit.
5.
Separate Lot of Record.
Common open space shall be dedicated as a separate lot of record with no
further subdivision or conversion of use of that lot allowed. Such a lot shall
be clearly shown and labeled on the subdivision plat with a notation thereof to
indicate that no further subdivision or conversion of use is allowed, and that
the common open space land is permanently reserved for open space purposes. The
notation must further describe the allowable use or uses; ownership;
management; method of preservation, including the book and page of any
conservation easements or deed restrictions required to be recorded to
implement the reservations or restrictions; and the rights, if any, of the
owners in the subdivision to such land or portions of that land.
T.
ACTIVITIES IN FLOOD PRONE
AREAS
All development in flood prone areas, including areas of
special flood hazard, as identified by P-FP subdistricts or Federal Emergency
Management Agency (FEMA) Flood Boundary and Floodway, Flood Hazard Boundary or
Flood Insurance Rate maps, shall meet the following applicable requirements and
standards:
1.
Procedural
Requirements.a. Where a special flood
hazard area is indicated solely by a P-FP subdistrict, the area will be
regulated according to standards applicable to the A zone.
b. Determinations of base flood elevations
(bfe) in P-FP subdistricts and A zones and flood prone areas shall be made in a
consistent manner, according to methods outlined in the document "Dealing with
Unnumbered A Zones in Maine Floodplain Management," Maine Floodplain Management
Program. (September 25, 2013).
c.
Base flood elevations for A1-30, AE and VE zones shall be those determined by
FEMA in a Flood Insurance Study, where available.
d. If P-FP zones and A1-30, AE, A, or VE
zones apply to an area where FEMA has issued a Letter of Map Amendment (LOMA)
or Letter of Map Revision (LOMR) to an applicant determining that the structure
or property is not located in the area of special flood hazard, the
requirements of Sections 10.23,C and 10.25,T, shall not apply to the structure
or property specified in the LOMA or LOMR.
e. Applicants shall notify adjacent towns,
plantations and townships in writing prior to any alteration or relocation of a
watercourse when project applications propose alterations or relocations of
flowing waters in a Flood Prone Area Protection (P-FP) Subdistrict or FEMA
zone.
2.
Development Standards.a.
Development in flood prone areas, including areas of special flood hazard,
shall:
(1) Be designed or modified and
adequately anchored to prevent flotation (excluding floating piers and docks),
collapse or lateral movement resulting from hydrodynamic and hydrostatic loads,
including the effects of buoyancy;
(2) Use construction materials that are
resistant to flood damage;
(3) Use
construction methods and practices that will minimize flood damage;
and
(4) Use electrical, heating,
ventilation, plumbing, and air conditioning equipment, and other service
facilities that are designed and/or located so as to prevent water from
entering or accumulating within the components during flooding
conditions.
b.
Water Supply. All new and replacement water supply systems shall
be designed to minimize or eliminate infiltration of flood waters into the
systems.
c.
Sanitary Sewage
Systems. All new and replacement sanitary sewage systems shall be
designed and located to minimize or eliminate infiltration of flood waters into
the system and discharges from the system into flood waters.
d.
On-Site Waste Disposal
Systems. On-site waste disposal systems shall be located and constructed
to avoid impairment to them or contamination from them during floods.
e.
Watercourse Carrying
Capacity. All development associated with altered or relocated portions
of a watercourse shall be constructed and maintained in such a manner that no
reduction occurs in the flood carrying capacity of the watercourse.
f.
Residential Structures. New
construction or substantial improvement of any residential structure shall have
the lowest floor (including basement) elevated to at least one foot above the
base flood elevation, and when located within Zone VE, meet the requirements
for Coastal Floodplains in Section 10.25,T,2,p.
g.
Nonresidential Structures.
New construction or substantial improvement of any nonresidential structure
shall:
(1) Have the lowest floor (including
basement) elevated to at least one foot above the base flood elevation,
or
(2) Together with attendant
utility and sanitary facilities:
(a) Be
floodproofed to at least one foot above the base flood elevation so that below
that elevation the structure is watertight with walls substantially impermeable
to the passage of water;
(b) Have
structural components capable of resisting hydrostatic and hydrodynamic loads
and the effects of buoyancy; and
(c) Be certified by a registered professional
engineer or architect that the floodproofing design and methods of construction
are in accordance with accepted standards of practice for meeting the
provisions of Section 10.25,T. Such certification shall be provided with the
application for any permit and shall include a record of the elevation above
mean sea level to which the structure is floodproofed.
(3) When located within Zone VE, meet the
requirements for Coastal Floodplains in Section 10.25,T,2,p.
h.
Manufactured
Homes. New manufactured homes or substantial improvements of any
manufactured home must:
(1) Be elevated such
that the lowest floor (including basement) of the manufactured home is at least
one foot above the base flood elevation;
(2) Be on a permanent foundation, which may
be poured masonry slab or foundation walls, with hydraulic openings, or may be
reinforced piers or block supports, any of which support the manufactured home
so that no weight is supported by its wheels and axles; and
(3) Be securely anchored to an adequately
anchored foundation system to resist flotation, collapse, or lateral movement.
Methods of anchoring may include, but are not limited to:
(a) Over-the-top ties anchored to the ground
at the four corners of the manufactured home, plus two additional ties per side
at intermediate points (manufactured homes less than 50 feet long require one
additional tie per side); or by
(b)
Frame ties at each corner of the home, plus five additional ties along each
side at intermediate points (manufactured homes less than 50 feet long require
four additional ties per side).
All components of the anchoring system described in (a) and
(b) above must be capable of carrying a force of 4,800 pounds.
(4) When located within
Zone VE, meet the requirements for Coastal Floodplains in Section
10.25,T,2,p.
i.
Recreational Vehicles. Recreational vehicles shall either:
(1) Be on the site for fewer than 90
consecutive days, and be fully licensed and ready for highway use. A
recreational vehicle is ready for highway use if it is on its wheels or jacking
system, is attached to the site only by quick disconnect type utilities and
security devices, and has no permanently attached additions; or
(2) Be permitted in accordance with the
elevation and anchoring requirements for manufactured homes in Section
10.25,T,2,h.
(3) When located
within Zone VE, be on the site for fewer than 90 consecutive days and be fully
licensed and ready for highway use, or meet the requirements for Coastal
Floodplains in Section 10.25,T,2,p.
j.
Accessory Structures.
Accessory structures, as defined, located within Zones A1-30, AE, and A, shall
be exempt from the required elevation criteria if all other requirements of
Section 10.25,T and the following are met. Exempt accessory structures shall:
(1) Be 500 square feet or less and have a
value less than $3,000;
(2) Have
unfinished interiors and not be used for human habitation;
(3) Have hydraulic openings, as specified in
Section 10.25,T,2,l,(2), in at least two different walls of the accessory
structure;
(4) Be located outside
the floodway, as determined by the provisions of Section 10.25,T,2,k;
(5) When possible be constructed and placed
on the building site so as to offer the minimum resistance to the flow of
floodwaters and be placed further from the source of flooding than is the
primary structure; and
(6) Have
only ground fault interrupt electrical outlets. The electric service disconnect
shall be located above the base flood elevation and when possible outside the
Area of Special Flood Hazard.
k.
Development in Floodways.
(1) In Zones A1-30 and AE adjacent to areas
of flowing water, encroachments, including fill, new construction, substantial
improvement and other development shall not be permitted within a regulatory
floodway which is designated on the township's, plantation's, or town's "Flood
Insurance Rate Map" or "Flood Boundary and Floodway Map," unless a technical
evaluation certified by a registered professional engineer is provided
demonstrating that such encroachments will not result in any increase in flood
levels within the township, plantation, or town during the occurrence of the
base flood discharge.
(2) In Zones
A1-30, AE, and A adjacent to areas of flowing water, for which no regulatory
floodway is designated, encroachments, including without limitation fill, new
construction, substantial improvement and other development shall not be
permitted in the floodway as determined in Section 10.25,T,2,k,(3) below unless
a technical evaluation certified by a registered professional engineer is
provided demonstrating that the cumulative effect of the proposed development,
when combined with all other existing development and anticipated development:
(a) Will not increase the water surface
elevation of the base flood more than one foot at any point within the
township, plantation, or town; and
(b) Is consistent with the technical criteria
contained in Chapter 5 entitled "Hydraulic Analyses," Flood Insurance Study -
Guidelines and Specifications for Study Contractors. FEMA. (37/ January
1995).
(3) In Zones
A1-30, AE, and A adjacent to areas of flowing water for which no regulatory
floodway is designated, the regulatory floodway is determined to be the channel
of the river or other flowing water and the adjacent land areas to a distance
of one-half the width of the floodplain as measured from the normal high water
mark to the upland limit of the floodplain.
l.
Enclosed Areas Below the Lowest
Floor. New construction or substantial improvement of any structure in
Zones A1-30, AE, and A that meets the development standards of Section 10.25,T,
including the elevation requirements, and is elevated on posts, columns, piers,
piles, stilts, or crawl spaces may be enclosed below the base flood elevation
requirements provided all the following criteria are met or exceeded:
(1) Enclosed areas are not basements as
defined in Section 10.02;
(2)
Enclosed areas shall be designed to automatically equalize hydrostatic flood
forces on exterior walls by allowing for the entry and exit of flood water.
Designs for meeting this requirement must either:
(a) Be engineered and certified by a
registered professional engineer or architect; or
(b) Meet or exceed the following minimum
criteria:
(i) A minimum of two openings having
a total net area of not less than one square inch for every square foot of the
enclosed area;
(ii) The bottom of
all openings shall be below the base flood elevation and no higher than one
foot above the lowest grade; and
(iii) Openings may be equipped with screens,
louvers, valves, or other coverings or devices provided that they permit the
entry and exit of flood waters automatically without any external influence or
control such as human intervention, including the use of electrical and other
non-automatic mechanical means;
(3) The enclosed area shall not be used for
human habitation; and
(4) The
enclosed areas are usable solely for building access, parking of vehicles, or
storage.
m.
Bridges. New construction or substantial improvement of any bridge
shall be designed such that:
(1) When
possible, the lowest horizontal member (excluding the pilings, or columns) is
elevated to at least one foot above the base flood elevation; and
(2) A registered professional engineer shall
certify that:
(a) The structural design and
methods of construction shall meet the elevation requirements of Section
10.25,T,2,m,(1) above and the floodway standards of Section 10.25,T,2,k;
and
(b) The foundation and
superstructure attached thereto are designed to resist flotation, collapse and
lateral movement due to the effects of wind and water loads acting
simultaneously on all structural components. Water loading values used shall be
those associated with the base flood.
n.
Containment Walls. New
construction or substantial improvement of any containment wall shall:
(1) Have the containment wall elevated to at
least one foot above the base flood elevation;
(2) Have structural components capable of
resisting hydrostatic and hydrodynamic loads and the effects of buoyancy;
and
(3) Be certified by a
registered professional engineer or architect that the design and methods of
construction are in accordance with accepted standards of practice for meeting
the provisions of Section 10.25,T. Such certification shall be provided with
the application for a permit.
o.
Commercial Wharves, Piers and
Docks. A registered professional engineer shall develop or review the
structural design, specifications, and plans for the new construction or
substantial improvement of commercial wharves, piers, and docks.
p.
Coastal Floodplains.
(1) All development shall be located landward
of the reach of mean high tide except for wharves, piers and docks or as
provided in Section 10.25,T,2,p,(6) below.
(2) New construction or substantial
improvement of any structure located within Zone VE shall:
(a) Be elevated on posts or columns such
that:
(i) The bottom of the lowest horizontal
structural member of the lowest floor (excluding the pilings or columns) is
elevated to one foot above the base flood elevation;
(ii) The pile or column foundation and the
elevated portion of the structure attached thereto is anchored to resist
flotation, collapse, and lateral movement due to the effects of wind and water
loads acting simultaneously on all building components; and
(iii) Water loading values used shall be
those associated with the base flood. Wind loading values used shall be those
contained in the "Coastal Construction Manual" (FEMA P-55). Federal Emergency
Management Agency (August 2011).
(b) Have the space below the lowest floor:
(i) Free of obstructions; or
(ii) Constructed with open wood lattice-work,
or insect screening intended to collapse under wind and water without causing
collapse, displacement, or other structural damage to the elevated portion of
the building or supporting piles or columns; or
(iii) Constructed with non-supporting
breakaway walls which have a design safe loading resistance of not less than 10
or more than 20 pounds per square foot.
(c) Require a registered professional
engineer or architect to:
(i) Develop or
review the structural design, specifications, and plans for the construction,
which must meet or exceed the technical criteria contained in the "Coastal
Construction Manual" (FEMA-P55) Federal Emergency Management Agency (August
2011); and
(ii) Certify that the
design and methods of construction to be used are in accordance with accepted
standards of practice for meeting the criteria of Section
10.25,T,2,p,(2).
(3) The use of fill for structural support in
Zone VE is prohibited.
(4) Human
alteration of sand dunes within Zone VE is prohibited unless it can be
demonstrated that such alterations will not increase potential flood
damage.
(5) Enclosed areas below
the lowest floor may be used solely for parking vehicles, building access, and
storage.
(6) Lobster sheds and
fishing sheds may be located seaward of mean high tide and shall be exempt from
the elevation requirement only if permitted as a special exception, and if all
the following requirements and those of Section 10.25,T,2,a,k, and l are met:
(a) The special exception shall be limited to
low value structures such as metal or wood sheds 200 square feet or less and
shall not exceed more than one story.
(b) The structure shall be securely anchored
to the wharf or pier to resist flotation, collapse, and lateral movement due to
the effect of wind and water loads acting simultaneously on all building
components.
(c) The structure will
not adversely increase wave or debris impact forces affecting nearby
buildings.
(d) The structure shall
have unfinished interiors and shall not be used for human habitation.
(e) Any mechanical, utility equipment and
fuel storage tanks must be anchored and either elevated or floodproofed to one
foot above the base flood elevation.
(f) All electrical outlets shall be ground
fault interrupt type. The electrical service disconnect shall be located on
shore above the base flood elevation and when possible outside the Special
Flood Hazard Area.
U.
AFFORDABLE HOUSING
The following requirements and standards apply to
affordable housing in all subdistricts where dwelling units are allowed.
1.
Dimensional Requirements. The
Commission may reduce dimensional requirements for dwelling units in order to
accommodate proposals to provide affordable housing opportunities. The minimum
lot size may be reduced to 20,000 square feet per dwelling unit or less than
20,000 square feet per dwelling unit for proposals utilizing subsurface
wastewater disposal in accordance with
12 M.R.S.
§4807, and to less than 20,000 square
feet per dwelling unit for proposals utilizing public sewer systems, and other
dimensional requirements may be modified to the minimum extent necessary to
accommodate the proposed units where the applicant demonstrates there will be
no undue adverse effect on existing uses and resources in the area likely to be
affected by the proposal.
2.
Income Restrictions. Affordable housing lots or dwelling units
allowed under Section 10.25,U shall be sold or rented to lower or moderate
income buyers or renters. The Commission may waive the limit on percentage of
household income spent on housing in those housing markets where, in its
judgment, after consultation with the Maine State Housing Authority, elevated
local housing costs limit affordable housing opportunities.
3.
Maintenance of Long-term
Affordability. Affordable housing covenants shall run with the land and
comply with the provisions of
33 M.R.S.
§122 regarding creation, conveyance,
acceptance and duration. Affordable housing covenants for sale and rental
properties shall be recorded in the County Registry of Deeds, either
concurrently with the recording of the subdivision plat or upon the conveyance
of the residential lots or units.
Affordable housing lots or dwelling units allowed under
Section 10.25,U shall be maintained as affordable housing by any of the
following mechanisms or combinations thereof:
a.
Sales. Restricting in
perpetuity title to the lots and to the dwelling units by an affordable housing
covenant attached to the deed requiring that if the owner sells the lot or
dwelling unit that the sale price must remain affordable to lower or moderate
income households and be in accord with the method for limiting the sale price
as specified in the covenant;
b.
Rentals. Limiting annual rent increases for lower or moderate
income households to changes in the rental market, such as, but not limited to,
changes in the area fair market rents published by HUD for the HMFA/County, and
providing that no rent increase may take effect until approved by a qualified
housing entity, as defined in Section 10.25,U,4; or
c.
Other mechanisms. Providing
for and maintaining affordable housing through affordability mechanisms as
provided for in
33 M.R.S.
§124 or any other mechanisms
substantially equivalent to a and b above and acceptable to the
Commission.
4.
Qualified Housing Entities. A qualified housing entity acceptable
to the Commission must oversee initial sales or rentals of affordable housing
lots or dwelling units allowed under Section 10.25,U in order to ensure that
housing lots or dwelling units remain affordable and that buyers or renters
qualify as lower or moderate income households. Such oversight must also apply
to subsequent sales or rentals and must continue for the term of the housing's
required affordability as required by subsection 10.25,U,3.
a. The following housing entities, upon
approval by the Commission, are qualified to hold or maintain affordable
housing lots or units allowed under Section 10.25,U: A governmental entity
empowered to hold an interest in real property under the laws of this State or
the United States or a nonprofit organization whose purposes include providing
affordable housing or increasing affordable housing opportunities for lower
income or moderate income households.
b. The Commission will require a back-up
qualified housing entity for an approved nonprofit organization. The back-up
qualified housing entity shall have the right to enforce the terms of the
covenant and shall have all the rights of the primary qualified housing entity,
in the event the primary qualified housing entity ceases to exist or fails to
undertake monitoring, enforcement and other holder responsibilities under the
covenant.
c. Transfer of the rights
of the qualified housing entity or back-up qualified housing entity requires
Commission approval.
5.
Affordable Housing Agreement Documentation. The applicant shall
submit for Commission review and approval documentation by the qualified
housing entity which must include at least the following:
a. Identification of the qualified housing
entity and of the back-up qualified housing entity acceptable to the Commission
that will be overseeing the affordable housing lots and dwelling units and be
responsible for implementing and enforcing the affordable housing
covenant(s);
b. The agreement
between the qualified housing entity and the back-up entity;
c. An effective method to maintain long-term
affordability to lower or moderate income buyers or renters according to the
requirements of 10.25,U,3;
d. A
process for screening and selecting lower or moderate income households allowed
to buy or rent lots or dwelling units;
e. A right of first refusal giving the
qualified housing entity the right to purchase the affordable lots or units at
the sale price limitation contained in the affordable housing covenant if no
qualified lower or moderate income buyers apply at the affordable price within
a specified time period;
f. An
option to return affordable lots or units, whether for sale or rent, to market
rates only if there are no qualified lower or moderate income household buyers
or renters within a specified time period of the property being on the market
and a method to return profits in excess of the sale price limitation contained
in the affordable housing covenant to the qualified housing entity for purposes
of providing affordable housing if the lots or units are returned to market
rates;
g. When an applicant
requests that the Commission waive the limit on the percent of household income
spent on housing, documentation of housing market conditions that establish the
need for the waiver; and
h. A
requirement for the submission of annual reports by the qualified housing
entity to the Commission documenting that the terms of items 5,a through f
above, as applicable, are being met.
22 chapter 10, subchapter II
establishes where residential subdivisions may be located and what subdivision
densities are allowed in the use listings for certain land use subdistricts.
Criteria for adoption or amendment of land use districts are established in
Sections 10.08 and 10.08-A.
23 lakes exceeding CLUP density
guidelines are lakes having more than one development unit per 10 acres of lake
surface area, or having more than one development unit per 400 feet of shore
frontage, taken as an average around the entire lake shore.
24 this category includes, but
is not limited to, management class 5 lakes.
25 calculated by dividing the
total acreage of the lot or parcel being subdivided by 300 and rounding down to
the nearest whole number.
26 In this context, "edge"
relates to the boundary between areas of human activity such as lawns and
roads, and undeveloped natural areas, such as meadows and forests. Where an
edge exists along a natural area, native wildlife species can be adversely
affected for a distance from the edge, often called "the edge
effect."