The following shall be minimum standards for issuance of a land
disturbance permit:
A. The maximum slope of an excavation shall be 1 1/2 horizontal
to one vertical. The maximum slope for fill shall be two horizontal
to one vertical; provided, however, that the maximum cut may be increased
to one horizontal to one vertical where a professional geotechnical
engineer certifies that the cut shall be into sedimentary rock or
other material which is sufficiently durable to remain stable and
maintain the cut without slippage. The only exception to this standard
shall be where a retaining wall, designed and sealed by a professional
engineer, is constructed to support the face of the slope.
B. No grading, excavation or fill shall be performed in proximity to
any property line as to endanger or damage any adjoining street, public
or private property without protecting such property from settling,
cracking, erosion, sedimentation, flooding or any other physical damage
or personal injury which might result.
C. Excavation adjacent to building foundation walls, footings or structures
shall not extend beyond the angle of repose or natural slope of the
soil under the nearest point of the same unless the footings, foundations
or structures have been sufficiently underpinned or otherwise protected
against settlement.
D. Adequate provisions shall be incorporated to prevent erosion due to storm drainage. Existing storm drainage shall not be diverted so as to alter the location of watercourses on any adjacent property. All storm drainage facilities must be in conformance with Chapter
319, Stormwater Management, and reviewed and approved by the Municipality.
E. No debris or other material shall be placed or be allowed to accumulate
in any drainage ditch or structure in such a manner as to obstruct
the free flow of surface water.
F. Trees shall not be removed unnecessarily.
G. Provisions shall be made for dust control as are deemed necessary
and approved by the Municipality.
H. All fill shall be compacted to provide stability of fill materials
and to prevent settlement or slippage. Any fill material to be used
shall be tested by the owner to ensure that its dry density shall
be not less than 92% of maximum density as determined by ASTM D1556
or other appropriate standard based upon the type of material involved
and with approval of the Municipality.
I. Immediately upon completion of grading, all areas not designated
for building or paving shall be mulched and planted in accordance
with the approved erosion and sedimentation control plan for the site
and/or current PADEP regulations.
J. Plans and specifications shall provide for both temporary and permanent
erosion and sediment control.
K. When needed for slope stabilization, benching shall be required in
accordance with the latest edition of the "Erosion and Sediment Control
Best Management Practice Manual, Technical Guidance Number 363-2134-008,"
PADEP.
L. Topsoil stripped from the site in preparation for earth-moving activities
shall be stockpiled and replaced on the site over all regraded, nondeveloped
areas, at a minimum depth of four inches.
M. Any work proposed in an area of landslide-prone soils shall be designed,
signed and sealed by a professional geotechnical engineer.
N. Fill areas shall be prepared by removing organic material, other
material not defined as clean fill, and any other material determined
by the Municipality that would prevent proper compaction and stability.
O. In addition to the above, all fill and cut operations shall follow
the "Erosion and Sediment Control Best Management Practice Manual,
Technical Guidance Number 363-2134-008," PADEP. A soil and erosion
and sedimentation plan shall be prepared in accordance with the provisions
of Title 25, Environmental Protection, Chapter 102, Erosion and Sediment
Control, and approved by the Allegheny County Conservation District
(ACCD) prior to the commencement of any grading or other regulated
earth-disturbance activity, unless the ACCD determines that a soil
and erosion control plan is not required.
P. Grading activity near a stream, creek, river, wetland or other body of water shall be in accordance with PADEP and Chapter
359, Zoning, regulations.
Q. No grading shall occur in landslide-prone areas or areas exceeding
30% in slope unless designed, signed, and sealed by a professional
geotechnical engineer.
R. Grading must not create or contribute to landslides, accelerated
soil creep, settlement and subsidence or hazards associated with strong
ground motion and soil liquefaction.
S. Grading must not create or contribute to flooding, erosion, or increased
turbidity, siltation or other form of pollution in a watercourse.
Equipment shall not cross live streams. Provisions shall be
made for the installation of culverts or bridges for such crossings.
The applicant shall be responsible for obtaining any permits required
by the Pennsylvania Department of Environmental Protection for temporary
and permanent encroachments, relocations, enclosures, and temporary
stream crossings. A copy of the permit(s) must be submitted to the
Municipality.
All land disturbance work within designated or known floodplains shall conform to the requirements and standards of Title 25 of the Commonwealth of PA Code Chapter
105, Environmental Protection, Dam Safety and Water Management, and Title 25 of the Commonwealth of PA Code Chapter
106, Floodplain Management, and Chapter
359, Zoning, of the Code of the Municipality of Monroeville.