Performance Standards, General Requirements
If the floodway is not shown on the Federal Emergency Management Agency Maps, it is deemed to be 1/2 the width of the one-hundred-year floodplain. |
Sound Pressure Level Limit | |||
|---|---|---|---|
7:00 a.m. to 8:00 p.m. dB(A) | 8:00 p.m. to 7:00 a.m. dB(A) | ||
Activities outside Commercial District | 60 | 55 | |
Activities inside Commercial District | 70 | 65 | |
Aisle Type | Parking Angle (degrees) | Curb Length (feet) | Width, Curb-to-Curb (feet) | |
|---|---|---|---|---|
One-/two- way, double loaded | 90 | 9.0 | 60.0 | |
One-/two- way, single loaded | 90 | 9.0 | 42.0 | |
Two-way, double loaded | 60 | 10.5 | 59.0 | |
Two-way, single loaded | 60 | 10.5 | 40.0 | |
One-way, double loaded | 60 | 10.5 | 53.5 | |
One-way, single loaded | 60 | 10.5 | 34.5 | |
Two-way, double loaded | 45 | 12.75 | 56.5 | |
Two-way, single loaded | 45 | 12.75 | 38.5 | |
One-way, double loaded | 45 | 12.75 | 48.5 | |
One-way, single loaded | 45 | 12.75 | 30.0 | |
Two-way, double loaded | 30 | 15.0 | 51.0 | |
Two-way, single loaded | 30 | 15.0 | 35.5 | |
One-way, double loaded | 30 | 15.0 | 43.0 | |
One-way, single loaded | 30 | 15.0 | 27.5 |
Table of Parking Requirements [Amended 3-11-1995 ATM by Art. 18] | ||
|---|---|---|
Use Category | Parking Requirement (number of spaces) | |
1.1 | 2 per dwelling unit | |
1.2, 1.3 | 2 per dwelling unit, except that one-bedroom units require only 1 per unit | |
1.4 | 3 for every 5 beds | |
1.5 | 1 per rental bedroom, plus 1 for the manager's dwelling unit | |
1.6.3 | 2 for the dwelling unit plus 3 | |
1.6.4 | 1 for the dwelling unit, plus 1 for every 2 employees who do not reside on site, plus 3 | |
1.7 | 1 per room rented | |
2.1, 2.2, 2.5, 2.6 | 1 per 200 square feet of gross floor area of the building or buildings | |
2.3 | 1 per 400 square feet of gross floor area of the building or buildings | |
2.4 | 1 per 150 square feet of gross floor area of the building or buildings | |
3.1, 3.2 | 1 per 200 square feet of gross floor area of the building or buildings | |
3.3 | 1 per 200 square feet of gross floor area of the building or buildings, plus queuing space for 5 cars per drive-up window or station | |
3.4 | 1 per 300 square feet of gross floor area | |
4.1, 4.2 | 1 per 800 square feet of gross floor area | |
4.3 | 1 per two employees on the largest shift | |
5.1.1, 5.1.2 | 1.5 per classroom; 5 per classroom for Grades 9 through 12 | |
5.1.3 | 1 per 100 square feet of gross floor area | |
5.1.4 | 1 per horse that could be kept at the stable when at maximum capacity | |
5.2 | 1 per 3 seats, based on maximum capacity | |
5.3 | 1 per 300 square feet of gross floor area | |
5.4 | 1 per 300 square feet of gross floor area | |
5.5 | 1 per 300 square feet of gross floor area | |
6.1.1 | 1 for every 3 persons that the facility is designed to accommodate when fully utilized, plus 1 per 200 square feet of gross floor area used in a manner not applicable to such calculation | |
6.1.2 | 1 for every 4 seats | |
6.1.3 | 1 for every 4 seats for the theater; 1 per 200 square feet of gross floor area for other | |
6.2.1, 6.2.2, 6.2.3 | 1 for every 3 persons that the facility is designed to accommodate when fully utilized, plus 1 per 200 square feet of area used in a manner not applicable to such calculation | |
6.2.4 | 1 per horse that could be kept at the stable when at maximum capacity | |
6.2.5 | 1 for every participant that the facility is designed to accommodate when fully utilized; plus 1 for every 3 spectator seats, or 1 for every 50 square feet of spectator area | |
6.2.6 | None required | |
7.1 | 2 per bed or 1 per 150 square feet of gross floor area, whichever is greater | |
7.2, 7.3 | 3 for every 5 beds | |
7.4 | 1 per dwelling unit | |
7.5 | 1 for every two employees on the maximum shift | |
8.1 | 1 per 100 square feet of gross floor area | |
8.2 | 1 per 100 square feet of gross floor area, plus 1 for every 4 outside tables | |
8.3 | 1 per 50 square feet of gross floor area | |
8.4 | 1 per 100 square feet of gross floor area, plus queuing space for 5 cars per drive-up window or station | |
9.0 | 1 per 100 square feet of gross floor area | |
10.0 | 1 for every room to be rented plus spaces required for restaurant facilities as required for Category 8 | |
11.1, 11.2, 11.3 | 1 per 200 square feet of gross floor area | |
11.4 | 1 per 200 square feet of gross floor area, plus queuing space for 3 cars per pump | |
11.5 | For self-service types, 3 per stall; for non-self-service types, 1 for every 3 employees on the maximum shift plus queuing for 5 cars per washing operation | |
12 | 1 for every two employees on the maximum shift, but not less than 1 per 5,000 square feet of gross floor area | |
13 | 1 per 200 square feet of gross floor area | |
14 | 1 per 200 square feet of gross floor area | |
15 | 1 per 200 square feet of gross floor area | |
16 | 1 for every two employees on the maximum shift | |
17.1, 17.2, 17.4 | 1 per 200 square feet of gross floor area | |
17.3 | 1 per 100 square feet of gross floor area | |
18 | 1 per 200 square feet of gross floor area | |
21 | 1 per 1,000 square feet of area used for storage, display, or sales | |
22 | 1 per 100 square feet of gross floor area | |
23 | 1 per 200 square feet of gross floor area | |
24 | 1 per 200 square feet of gross floor area | |
25 | The number of spaces equal to the use which the temporary use is replacing | |
26 | 1 per 200 square feet of gross floor area | |
28.1 | 1 per campsite, plus 1 for every two employees on the maximum shift | |
28.2 | 1 space per camp site. | |
Where the above calculations result in fractions of a space, the required number of spaces is the next higher whole number. | ||
Solar access must also be considered. |
A. | All subsurface sewage disposal systems must be located in areas of suitable soil at least 1,000 square feet in size. | |
B. | Clearing or removal of woody vegetation necessary to site a new system and any associated fill extensions, shall not extend closer than 75 feet, horizontal distance, from the normal high-water line of a water body or the upland edge of a wetland. | |
C. | A holding tank is not allowed for a first-time residential use in the Shoreland Zone. | |
D. | The minimum setback for new subsurface sewage disposal facilities, excluding fill extensions, shall be at least 100 horizontal feet from the normal high-water mark of a perennial water body, as defined by the Maine Subsurface Wastewater Disposal Rules. This requirement may not be reduced by variance. | |
The following general standards apply to all Zones: | ||
A. | The approval of a building permit application is subject to presentation of a completed site evaluation form (HHE-200) which evidences adequate soil conditions for wastewater disposal. | |
B. | When two or more lots or buildings in different ownership share a common subsurface disposal system, the system must be owned and maintained in common by an owners' association. Covenants in the deeds for each lot must require mandatory membership in the association and provide for adequate funding of the association to assure proper maintenance of the system. | |
C. | The disposal of industrial or commercial wastewaters by means of subsurface wastewater treatment systems must comply with the laws of the State of Maine concerning water pollution. | |
In order to create the least potential for erosion, development shall be designed to fit with the topography and soils of the site. Areas of steep slopes where high cuts and fills may be required shall be avoided wherever possible, and natural contours shall be followed as closely as possible. Erosion and sedimentation control measures shall apply to all aspects of the proposed project involving land disturbance, and shall be in operation during all stages of the activity. The amount of exposed soil at every phase of construction shall be minimized to reduce the potential for erosion. | |
Erosion of soil and sedimentation of watercourses and water bodies shall be minimized by the following erosion control management practices: |
In addition: |
On slopes of greater than 20%, the road and/or driveway setback shall be increased by 10 feet, horizontal distance, for each five-percent increase in slope above 20%. | |
This subsection does not apply to approaches to water crossings nor to roads or driveways that provide access to permitted structures, nor to facilities located nearer to the shoreline due to an operational necessity, excluding temporary docks for recreational uses. Roads and driveways providing access to permitted structures within the setback area shall comply fully with the requirements of this subsection except for that portion of the road or driveway necessary for direct access to the structure. |
Road Grade (percent) | Spacing (feet) | |
|---|---|---|
0-2 | 250 | |
3-5 | 200-135 | |
6-10 | 100-80 | |
11-15 | 80-60 | |
16-20 | 60-45 | |
21 plus | 40 |
Diameter of Trees at 4 1/2 Feet Above Ground Level (inches) | Points | |
|---|---|---|
2 to less than 4 | 1 | |
4 to less than 8 | 2 | |
8 to less than 12 | 4 | |
12 or greater | 8 |
NOTE: | As an example, adjacent to a great pond, if a twenty-five-foot x fifty-foot plot contains four trees between two and four inches in diameter, two trees between four and eight inches in diameter, three trees between eight and 12 inches in diameter, and two trees over 12 inches in diameter, the rating score is: | ||
(4 x 1) + (2 x 2) + (3 x 4) + (2 x 8) = 36 points | |||
Thus, the twenty-five-foot by fifty-foot plot contains trees worth 36 points. Trees totaling 12 points (36 - 24 = 12) may be removed from the plot provided that no cleared openings are created. | |||
The following shall govern in applying this point system: | |||
(i) | The twenty-five-foot by fifty-foot rectangular plots must be established where the landowner or lessee proposes clearing within the required buffer; | ||
(ii) | Each successive plot must be adjacent to, but not overlap a previous plot; | ||
(iii) | Any plot not containing the required points must have no vegetation removed except as otherwise allowed by this ordinance; | ||
(iv) | Any plot containing the required points may have vegetation removed down to the minimum points required or as otherwise allowed by this ordinance; | ||
(v) | Where conditions permit, no more than 50% of the points on any twenty-five-foot by fifty-foot rectangular area may consist of trees greater than 12 inches in diameter. | ||
For the purposes of this subsection "other natural vegetation" is defined as retaining existing vegetation under three feet in height and other ground cover and retaining at least five saplings less than two inches in diameter at 4 1/2 feet above ground level for each twenty-five-foot by fifty-foot rectangle area. If five saplings do not exist, no woody stems less than two inches in diameter can be removed until five saplings have been recruited into the plot. | |||
In no event shall cleared openings for any purpose, including but not limited to, principal and accessory structures, driveways, lawns and sewage disposal areas, exceed in the aggregate 25% of the lot area within the Shoreland Zone or 10,000 square feet, whichever is greater, including land previously cleared. This provision applies to the portion of a lot within the Shoreland Zone, including the buffer area. |
The Planning Board may require the applicant for a subdivision or any other use in the Land Use Table requiring Planning Board approval, to submit a community impact analysis which will consist of the following elements: | |||
a. | Projected demographic impacts. For subdivision projects, the analysis must identify the demographic market the project intends to serve, including: | ||
(1) | Average family size; | ||
(2) | Number and ages of children; | ||
(3) | Anticipated time period to fill all units or lots; | ||
(4) | Estimated impact on the school system; and | ||
(5) | Estimated impact on the Town's recreation resources and programs. | ||
Associated data, such as anticipated projected housing costs may also be presented to support projections associated with the above demographic description. | |||
b. | Community impacts. For subdivisions and all other projects, the applicant shall conduct analyses of the following: | ||
(1) | Estimated impact on public safety providers; | ||
(2) | Estimated impact on the Town's public works functions, including solid waste disposal. | ||
In the case of subdivision applications, the Planning Board shall utilize this information for dividing the project into phases pursuant to § 148-46. In cases of applications for other land uses, the Planning Board shall transmit the community impact analysis to the Selectmen for use in capital or operating budget preparation. | |||
Performance Standards, General Requirements
If the floodway is not shown on the Federal Emergency Management Agency Maps, it is deemed to be 1/2 the width of the one-hundred-year floodplain. |
Sound Pressure Level Limit | |||
|---|---|---|---|
7:00 a.m. to 8:00 p.m. dB(A) | 8:00 p.m. to 7:00 a.m. dB(A) | ||
Activities outside Commercial District | 60 | 55 | |
Activities inside Commercial District | 70 | 65 | |
Aisle Type | Parking Angle (degrees) | Curb Length (feet) | Width, Curb-to-Curb (feet) | |
|---|---|---|---|---|
One-/two- way, double loaded | 90 | 9.0 | 60.0 | |
One-/two- way, single loaded | 90 | 9.0 | 42.0 | |
Two-way, double loaded | 60 | 10.5 | 59.0 | |
Two-way, single loaded | 60 | 10.5 | 40.0 | |
One-way, double loaded | 60 | 10.5 | 53.5 | |
One-way, single loaded | 60 | 10.5 | 34.5 | |
Two-way, double loaded | 45 | 12.75 | 56.5 | |
Two-way, single loaded | 45 | 12.75 | 38.5 | |
One-way, double loaded | 45 | 12.75 | 48.5 | |
One-way, single loaded | 45 | 12.75 | 30.0 | |
Two-way, double loaded | 30 | 15.0 | 51.0 | |
Two-way, single loaded | 30 | 15.0 | 35.5 | |
One-way, double loaded | 30 | 15.0 | 43.0 | |
One-way, single loaded | 30 | 15.0 | 27.5 |
Table of Parking Requirements [Amended 3-11-1995 ATM by Art. 18] | ||
|---|---|---|
Use Category | Parking Requirement (number of spaces) | |
1.1 | 2 per dwelling unit | |
1.2, 1.3 | 2 per dwelling unit, except that one-bedroom units require only 1 per unit | |
1.4 | 3 for every 5 beds | |
1.5 | 1 per rental bedroom, plus 1 for the manager's dwelling unit | |
1.6.3 | 2 for the dwelling unit plus 3 | |
1.6.4 | 1 for the dwelling unit, plus 1 for every 2 employees who do not reside on site, plus 3 | |
1.7 | 1 per room rented | |
2.1, 2.2, 2.5, 2.6 | 1 per 200 square feet of gross floor area of the building or buildings | |
2.3 | 1 per 400 square feet of gross floor area of the building or buildings | |
2.4 | 1 per 150 square feet of gross floor area of the building or buildings | |
3.1, 3.2 | 1 per 200 square feet of gross floor area of the building or buildings | |
3.3 | 1 per 200 square feet of gross floor area of the building or buildings, plus queuing space for 5 cars per drive-up window or station | |
3.4 | 1 per 300 square feet of gross floor area | |
4.1, 4.2 | 1 per 800 square feet of gross floor area | |
4.3 | 1 per two employees on the largest shift | |
5.1.1, 5.1.2 | 1.5 per classroom; 5 per classroom for Grades 9 through 12 | |
5.1.3 | 1 per 100 square feet of gross floor area | |
5.1.4 | 1 per horse that could be kept at the stable when at maximum capacity | |
5.2 | 1 per 3 seats, based on maximum capacity | |
5.3 | 1 per 300 square feet of gross floor area | |
5.4 | 1 per 300 square feet of gross floor area | |
5.5 | 1 per 300 square feet of gross floor area | |
6.1.1 | 1 for every 3 persons that the facility is designed to accommodate when fully utilized, plus 1 per 200 square feet of gross floor area used in a manner not applicable to such calculation | |
6.1.2 | 1 for every 4 seats | |
6.1.3 | 1 for every 4 seats for the theater; 1 per 200 square feet of gross floor area for other | |
6.2.1, 6.2.2, 6.2.3 | 1 for every 3 persons that the facility is designed to accommodate when fully utilized, plus 1 per 200 square feet of area used in a manner not applicable to such calculation | |
6.2.4 | 1 per horse that could be kept at the stable when at maximum capacity | |
6.2.5 | 1 for every participant that the facility is designed to accommodate when fully utilized; plus 1 for every 3 spectator seats, or 1 for every 50 square feet of spectator area | |
6.2.6 | None required | |
7.1 | 2 per bed or 1 per 150 square feet of gross floor area, whichever is greater | |
7.2, 7.3 | 3 for every 5 beds | |
7.4 | 1 per dwelling unit | |
7.5 | 1 for every two employees on the maximum shift | |
8.1 | 1 per 100 square feet of gross floor area | |
8.2 | 1 per 100 square feet of gross floor area, plus 1 for every 4 outside tables | |
8.3 | 1 per 50 square feet of gross floor area | |
8.4 | 1 per 100 square feet of gross floor area, plus queuing space for 5 cars per drive-up window or station | |
9.0 | 1 per 100 square feet of gross floor area | |
10.0 | 1 for every room to be rented plus spaces required for restaurant facilities as required for Category 8 | |
11.1, 11.2, 11.3 | 1 per 200 square feet of gross floor area | |
11.4 | 1 per 200 square feet of gross floor area, plus queuing space for 3 cars per pump | |
11.5 | For self-service types, 3 per stall; for non-self-service types, 1 for every 3 employees on the maximum shift plus queuing for 5 cars per washing operation | |
12 | 1 for every two employees on the maximum shift, but not less than 1 per 5,000 square feet of gross floor area | |
13 | 1 per 200 square feet of gross floor area | |
14 | 1 per 200 square feet of gross floor area | |
15 | 1 per 200 square feet of gross floor area | |
16 | 1 for every two employees on the maximum shift | |
17.1, 17.2, 17.4 | 1 per 200 square feet of gross floor area | |
17.3 | 1 per 100 square feet of gross floor area | |
18 | 1 per 200 square feet of gross floor area | |
21 | 1 per 1,000 square feet of area used for storage, display, or sales | |
22 | 1 per 100 square feet of gross floor area | |
23 | 1 per 200 square feet of gross floor area | |
24 | 1 per 200 square feet of gross floor area | |
25 | The number of spaces equal to the use which the temporary use is replacing | |
26 | 1 per 200 square feet of gross floor area | |
28.1 | 1 per campsite, plus 1 for every two employees on the maximum shift | |
28.2 | 1 space per camp site. | |
Where the above calculations result in fractions of a space, the required number of spaces is the next higher whole number. | ||
Solar access must also be considered. |
A. | All subsurface sewage disposal systems must be located in areas of suitable soil at least 1,000 square feet in size. | |
B. | Clearing or removal of woody vegetation necessary to site a new system and any associated fill extensions, shall not extend closer than 75 feet, horizontal distance, from the normal high-water line of a water body or the upland edge of a wetland. | |
C. | A holding tank is not allowed for a first-time residential use in the Shoreland Zone. | |
D. | The minimum setback for new subsurface sewage disposal facilities, excluding fill extensions, shall be at least 100 horizontal feet from the normal high-water mark of a perennial water body, as defined by the Maine Subsurface Wastewater Disposal Rules. This requirement may not be reduced by variance. | |
The following general standards apply to all Zones: | ||
A. | The approval of a building permit application is subject to presentation of a completed site evaluation form (HHE-200) which evidences adequate soil conditions for wastewater disposal. | |
B. | When two or more lots or buildings in different ownership share a common subsurface disposal system, the system must be owned and maintained in common by an owners' association. Covenants in the deeds for each lot must require mandatory membership in the association and provide for adequate funding of the association to assure proper maintenance of the system. | |
C. | The disposal of industrial or commercial wastewaters by means of subsurface wastewater treatment systems must comply with the laws of the State of Maine concerning water pollution. | |
In order to create the least potential for erosion, development shall be designed to fit with the topography and soils of the site. Areas of steep slopes where high cuts and fills may be required shall be avoided wherever possible, and natural contours shall be followed as closely as possible. Erosion and sedimentation control measures shall apply to all aspects of the proposed project involving land disturbance, and shall be in operation during all stages of the activity. The amount of exposed soil at every phase of construction shall be minimized to reduce the potential for erosion. | |
Erosion of soil and sedimentation of watercourses and water bodies shall be minimized by the following erosion control management practices: |
In addition: |
On slopes of greater than 20%, the road and/or driveway setback shall be increased by 10 feet, horizontal distance, for each five-percent increase in slope above 20%. | |
This subsection does not apply to approaches to water crossings nor to roads or driveways that provide access to permitted structures, nor to facilities located nearer to the shoreline due to an operational necessity, excluding temporary docks for recreational uses. Roads and driveways providing access to permitted structures within the setback area shall comply fully with the requirements of this subsection except for that portion of the road or driveway necessary for direct access to the structure. |
Road Grade (percent) | Spacing (feet) | |
|---|---|---|
0-2 | 250 | |
3-5 | 200-135 | |
6-10 | 100-80 | |
11-15 | 80-60 | |
16-20 | 60-45 | |
21 plus | 40 |
Diameter of Trees at 4 1/2 Feet Above Ground Level (inches) | Points | |
|---|---|---|
2 to less than 4 | 1 | |
4 to less than 8 | 2 | |
8 to less than 12 | 4 | |
12 or greater | 8 |
NOTE: | As an example, adjacent to a great pond, if a twenty-five-foot x fifty-foot plot contains four trees between two and four inches in diameter, two trees between four and eight inches in diameter, three trees between eight and 12 inches in diameter, and two trees over 12 inches in diameter, the rating score is: | ||
(4 x 1) + (2 x 2) + (3 x 4) + (2 x 8) = 36 points | |||
Thus, the twenty-five-foot by fifty-foot plot contains trees worth 36 points. Trees totaling 12 points (36 - 24 = 12) may be removed from the plot provided that no cleared openings are created. | |||
The following shall govern in applying this point system: | |||
(i) | The twenty-five-foot by fifty-foot rectangular plots must be established where the landowner or lessee proposes clearing within the required buffer; | ||
(ii) | Each successive plot must be adjacent to, but not overlap a previous plot; | ||
(iii) | Any plot not containing the required points must have no vegetation removed except as otherwise allowed by this ordinance; | ||
(iv) | Any plot containing the required points may have vegetation removed down to the minimum points required or as otherwise allowed by this ordinance; | ||
(v) | Where conditions permit, no more than 50% of the points on any twenty-five-foot by fifty-foot rectangular area may consist of trees greater than 12 inches in diameter. | ||
For the purposes of this subsection "other natural vegetation" is defined as retaining existing vegetation under three feet in height and other ground cover and retaining at least five saplings less than two inches in diameter at 4 1/2 feet above ground level for each twenty-five-foot by fifty-foot rectangle area. If five saplings do not exist, no woody stems less than two inches in diameter can be removed until five saplings have been recruited into the plot. | |||
In no event shall cleared openings for any purpose, including but not limited to, principal and accessory structures, driveways, lawns and sewage disposal areas, exceed in the aggregate 25% of the lot area within the Shoreland Zone or 10,000 square feet, whichever is greater, including land previously cleared. This provision applies to the portion of a lot within the Shoreland Zone, including the buffer area. |
The Planning Board may require the applicant for a subdivision or any other use in the Land Use Table requiring Planning Board approval, to submit a community impact analysis which will consist of the following elements: | |||
a. | Projected demographic impacts. For subdivision projects, the analysis must identify the demographic market the project intends to serve, including: | ||
(1) | Average family size; | ||
(2) | Number and ages of children; | ||
(3) | Anticipated time period to fill all units or lots; | ||
(4) | Estimated impact on the school system; and | ||
(5) | Estimated impact on the Town's recreation resources and programs. | ||
Associated data, such as anticipated projected housing costs may also be presented to support projections associated with the above demographic description. | |||
b. | Community impacts. For subdivisions and all other projects, the applicant shall conduct analyses of the following: | ||
(1) | Estimated impact on public safety providers; | ||
(2) | Estimated impact on the Town's public works functions, including solid waste disposal. | ||
In the case of subdivision applications, the Planning Board shall utilize this information for dividing the project into phases pursuant to § 148-46. In cases of applications for other land uses, the Planning Board shall transmit the community impact analysis to the Selectmen for use in capital or operating budget preparation. | |||