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Borough of Franklin Park, PA
Allegheny County
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Table of Contents
Table of Contents
The provisions of this article shall apply to grading, excavation and fill for all final or revised land development plans, including subdivision plans, approved by Borough Council under the authority of Chapter 184 in the Code of the Borough of Franklin Park, Subdivision and Land Development, as amended.
A. 
When required. A grading permit for any site other than an individual one- or two-family residential site shall be obtained from the Borough after review by the Borough Engineer. A separate grading permit shall be required for each site or phase. One grading permit may cover the grading, excavating and fill made on the same site.
B. 
A grading permit is required under this Article II if any of the following conditions are met:
(1) 
An excavation or fill of 50 cubic yards or more.
(2) 
An excavation or fill four feet or more in vertical depth at its deepest point, as measured from the natural ground surface of any slope, with a surface area of 1,000 square feet.
(3) 
Excavation below finish grade for basement, cellar and/or foundation of any aboveground structure, swimming pool or underground structure on a lot with an average existing slope with a gradient of 25% or more.
(4) 
Grading in an easement for a public sewer, water main, storm drain or power line, other than by a public utility.
(5) 
An encroachment on, or alteration of, an existing drainage channel or watercourse.
(6) 
Surface mining involving 50 cubic yards or more.
(7) 
Removal of trees, vegetation or other natural ground cover:
(a) 
Over an area in excess of 1,000 square feet; and/or
(b) 
On any slope with a gradient in excess of 25%, when in the opinion of the Borough Engineer or Building Inspector/Zoning Officer the removal of such ground cover could affect the stability of the existing slope.
(8) 
Surfacing and paving of land, other than streets, with hard surfaces or compacted, nonpermeable material such as asphalt, concrete or slag, with area in excess of 5,000 square feet.
C. 
When not required. A grading permit shall not be required under this Article II for any of the following:
(1) 
Grading or paving for a Borough street improvement project.
(2) 
An excavation or fill made below finished grade for basements or footings of buildings, swimming pools or underground structures for new construction authorized by a building permit properly issued by the Borough, other than a site with an average existing slope with a gradient of 25% or more. The temporary stockpiling of the material from such excavation on the same site consistent with a National Pollutant Discharge Elimination System permit does not require a grading permit; provided, however, that if the material from such excavation is thereafter to be used for fill purposes for which a grading permit is required, such grading permit must be obtained prior to such temporary stockpiling in accordance with the requirements of this article. In addition, if excavated material is stockpiled on the site for a period longer than six months, then a grading permit shall be necessary for the storage of such material.
Each applicant for a grading permit shall file the following information with the Borough:
A. 
The purpose for which the grading application is filed and the intended use of the site.
B. 
The estimated starting and completion dates of the grading work.
C. 
A plot plan showing the location of the grading, existing and proposed contours (with two-foot contour intervals), property lines, neighboring streets, properties, buildings, utilities, easements, rights-of-way, trees over eight inches' caliper, and sufficient dimensions and other data necessary to identify and locate the proposed work site.
D. 
An engineering report prepared by a professional engineer licensed by the Commonwealth of Pennsylvania and retained by the applicant.
(1) 
The engineering report shall:
(a) 
Be submitted at the discretion of the Borough Engineer if the excavation or fill is less than 400 cubic yards.
(b) 
Be mandatory for all excavation or fill that exceeds 400 cubic yards.
(2) 
This engineering report, if required, shall include: a contour map of the site showing present contours with two-foot contour intervals and proposed contour after completion of grading, cross sections at fifty-foot intervals across the site, with a minimum of three such cross sections, calculations providing the volume of cut and fill proposed, a geological description and classification of the excavated materials, details and location of any proposed drainage, structures, pipes, walls and cribbing, and the nature of fill material.
A. 
No excavation shall be made with a cut face steeper in slope than one vertical to three horizontal, unless the following conditions are met:
(1) 
An engineering report prepared by a professional engineer, licensed by the Commonwealth of Pennsylvania and experienced in earth sciences, certifies that the material to be excavated is sufficiently stable to sustain a slope steeper than one vertical to three horizontal and that said steeper slope will not endanger or result in damage to adjacent properties.
(2) 
A retaining wall or other approved support, designed by a professional engineer licensed by the Commonwealth of Pennsylvania and reviewed by the Borough Engineer, is provided to support the face of the excavation and prevent damage to adjacent properties.
B. 
No excavation will be permitted within a line three feet inside the property lines of the site on which excavation is made.
C. 
Excavation shall not extend below the angle of repose or natural slope of the soil under the nearest point of any footing or foundation of any building or structure unless such footing or foundation is first properly underpinned or protected against settlement.
D. 
Before commencing any excavation which may affect the geotechnical stability and adjoining property or structures therein, the person making or causing the excavation to be made shall notify, in writing, the owners of the adjacent property or buildings not less than 30 days before such excavation is to be made that the proposed excavation is to be started. Adjoining properties and structures shall be protected as provided in Chapter 99 in the Code of the Borough of Franklin Park, Construction Code, Uniform, as amended.
E. 
Steep slopes.
(1) 
The steep slope protections are provided to reduce grading on steep slopes areas within the Borough that have not been previously graded. The intent of this provision is to preserve the esthetic, stormwater and environmental benefits provided by steep slopes. The disturbance of land, which shall include the development, grading and stripping of vegetation thereon, shall be limited to a percentage of the land within steep slopes categories established by this section. The applicant proposing the subdivision and/or land development shall prepare a topographic site plan with five-foot contour intervals depicting the slope of all areas within the site according to categories of 8% to 15%, 15% to 25%, 25% to 40% and greater than 40% prior to grading and as proposed in the topographic site plan. Land that has previously been graded shall be delineated on the plan and shall not be considered in the steep slope calculations.
(2) 
Such plan shall be sealed by a professional engineer, professional land surveyor or a landscape architect. The maximum area of land which may be developed, graded and stripped of vegetation shall be as follows:
Slope
Area Which Could be Disturbed
8 to 15%
60% (75% when certified by soils engineer)
15 to 25%
40% (55% when certified by soils engineer)
25 to 40%
20% (35% when certified by soils engineer)
Slopes in excess of 40% shall not be disturbed.
(3) 
The applicant must demonstrate that the area of the proposed development is not within a landslide-prone area — failing that, the applicant must demonstrate that measures taken during development and construction will decrease the risk of landslides.
(4) 
Within landslide-prone areas, no structures, roads or vehicular use areas shall be located within 20 feet of a slope greater than 30%.
A. 
No fill shall be permitted in the Borough with an exposed face slope steeper than one vertical to three horizontal. These slope faces can be deviated from only when the following conditions are met:
(1) 
An engineering report prepared by a professional engineer, licensed by the Commonwealth of Pennsylvania, and experienced in earth sciences and subsurface conditions, certifies that he has inspected the site, that the material which is to be used for fill is sufficiently stable to sustain a slope steeper than that specified above and that said steeper slope will not endanger or result in damage to adjacent properties.
(2) 
A retaining wall or other approved support, designed by a professional engineer, licensed by the Commonwealth of Pennsylvania, and reviewed by the Borough Engineer, is provided to support the face of the fill and prevent damage to adjacent properties.
(3) 
The Borough Engineer may require an engineering report to include any subsurface test deemed necessary to determine the bearing value and stability of the material under the proposed fill.
B. 
All debris which will burn or decompose and all topsoil shall be removed from the proposed fill area.
C. 
Coal, bony, red dog, expansive slag, cinders, wood, trash, metals, organic material or refuse shall not be placed or used for fill material.
D. 
Earth and granular material used for fill shall be spread in uniform layers of four, six or eight inches (loose thickness), dependent upon the type of equipment to be used for compaction, as follows:
Compaction Equipment
Maximum Layer Thickness
(inches)
Sheep's-foot rollers
8
Pneumatic-tired rollers
6
Mechanical hand tampers
4
E. 
Rock used for fill shall be spread in uniform layers of 18 inches or less in depth. When, in the opinion of the Borough Engineer, the rock sizes necessitate a greater depth per layer than the height of fill will permit, the layer depth shall be increased as necessary, but in no case shall the depth of layer exceed 2.5 feet.
(1) 
Earth layer shall be constructed by starting at one end and dumping rock on top of the previous layer and pushing the material ahead in such a manner that the larger rock will be placed on the ground or preceding layer and the interstices between the larger stones will be filled with small stones and spalls from this and succeeding layers.
(2) 
The maximum dimension of any rock used in embankment shall be less than the depth of the embankment layer, and in no case shall any rock over two feet in its greatest dimension be placed in the embankment. All oversized rock which is otherwise suitable for construction shall be broken to the required dimension.
F. 
The top six inches of all embankments and fill areas shall be formed of granular material or soil, and in no case shall material of a size larger than one inch be placed within the top six inches of fill.
G. 
Where fill is placed, the toe of the fill shall be prepared by cutting a bench on reverse slope at a ratio of at least one vertical to 10 horizontal wide.
A. 
The top or bottom edge of slopes shall be at least three feet from adjacent property lines other than street right-of-way lines in order to permit the normal rounding of the edge without encroaching on the abutting property.
B. 
At the top of all cut or fill slopes which are in excess of one vertical to 1.5 horizontal, and six or more feet in total height, a fence not less than four feet in height and of a design meeting the requirements of Borough ordinances shall be erected, if required by the Borough Engineer for the protection of the general public.
C. 
The owner of the property being graded shall be responsible to protect and clean up lower properties of silt and debris which have washed down onto the lower properties as a result of the grading work on the higher property.
D. 
In order to prevent the denuding of the landscape whenever practicable, large trees and other natural features constituting important physical, aesthetic and economic assets to existing or impending development work shall be preserved.
A. 
Provisions shall be made to prevent any surface waters from damaging:
(1) 
The cut face of an excavation.
(2) 
The sloping surface of a fill.
(3) 
Adjacent properties impacted by the change in the existing natural runoff.
B. 
All drainage shall conform to the requirements contained in Chapter 178 of the Code of the Borough of Franklin Park, Stormwater Management.
C. 
Constructed benches in the fills or cuts or at the top of slopes shall have two-percent reverse-slope gradients and horizontal gradients perpendicular to the flow of the bench of at least 2% for the purpose of carrying off surface waters. If conditions warrant, the Borough Engineer shall require a stabilized liner to be installed on any bench to prevent erosion.
D. 
The planting of landscaping on slopes to reforest the slope and prevent localized erosion shall be required. When requested by the Borough, a landscaping plan will be submitted for the review and approval of the Borough Engineer.
E. 
The applicant shall submit an erosion and sedimentation plan and post-construction stormwater management plan for review and approval of the Borough Engineer. The Borough Engineer may require that the applicant's plan also be approved by the Allegheny County Conservation District, Pennsylvania Department of Environmental Protection, or Army Corps of Engineers.
A. 
The owner of any property on which an excavation or fill has been made shall maintain in good condition and repair the excavation or fill permitted, and also all retaining walls, cribbing, drainage structures, fences, ground cover, and any other protective devices as may be part of the permit requirements.
B. 
If at any time subsequent to the completion of the grading work the cut face or fill slope shall evidence signs of deterioration, erosion or other evidence which might be detrimental to the properties above or below the grading site, the Borough, upon the recommendation of the Borough Engineer, shall notify the property owner to take remedial action to restore the graded area to a safe condition and to do so in a reasonable period of time.
C. 
If after such notification the property owner has not made the necessary repairs within the allotted time, then Borough Council may apply to a court of competent jurisdiction for an order requiring the property owner to take remedial action to restore the graded area to a safe condition.
A. 
A grading permit issued under this article shall expire if the work authorized by such permit has not been commenced within six months of the date of issue or if the work is not completed within 24 months from the date of issue.
B. 
If the permit holder presents satisfactory evidence that unusual difficulties have prevented work being completed within the specified time limit, the Building Inspector/Zoning Officer may grant a reasonable extension of time, provided that the application for the extension of time is made before the date of expiration of the permit.
C. 
Permits that have been approved through the land development process of Chapter 184 in the Code of the Borough of Franklin Park, Subdivision and Land Development, shall terminate when all of the financial security for erosion and soil controls and grading have been released by Borough Council.