This chapter shall be known and may be cited as the "Soil Erosion, Sedimentation
and Grading Ordinance," implementing Title 25, Rules and Regulations, Part
I, Commonwealth of Pennsylvania, Department of Environmental Protection, Sub-part
C, Protection of Natural Resources, Article II, Water Resources, Chapter 102
- Erosion Control.
The purposes of this chapter are to regulate the modification of the
natural terrain, the alteration of drainage, and to provide for certain erosion
and sediment control measures within the Borough of Brookville to assure and
safeguard health, safety, ecology and the general welfare in the Borough of
Brookville.
From and after the effective date of this chapter, any subdivision and/or land development approved under Chapter
198, Subdivision and Land Development, or Chapter
230, Zoning, or activity qualified under §§
106-5 and
106-6 herein shall be in conformity with this chapter. In the event of a conflict between this chapter and floodplain regulations, the floodplain regulations shall take precedent.
As used in this chapter, the following terms shall have the meanings
indicated, unless a different meaning clearly appears from the context:
CUT AND/OR FILL
Process of earthmoving by excavating part of an area and/or using
excavated material for embankments or fill areas.
EROSION
A.
The wearing away of the land surface by running water, wind, ice, chemical
or other geological agents.
B.
Detachment and movement of soil or rock fragments by water, wind, ice,
or gravity.
GRADE
A.
The slope of a road, channel, or natural ground.
B.
The finished surface of a canal bed, roadbed, top of embankment, or
bottom of excavation; any surface prepared for the support of construction
like paving or laying a conduit.
C.
To finish the surface of a canal bed, roadbed, top of embankment, or
bottom or excavation.
RUNOFF (HYDRAULICS)
That portion of the precipitation on a drainage area or watershed
that is discharged from the area in stream channels; types include surface
runoff, groundwater runoff, or seepage.
SEDIMENT
Solid material, both mineral and organic, that is in suspension,
is being transported, or has been moved from its site of origin by air, water,
gravity, or ice and has come to rest on the earth's surface either above or
below sea level.
SLOPE
Degree of deviation of a surface from the horizontal, usually expressed
in percent or degrees.
WATERCOURSE
A natural drainage route or channel for the flow of water.
Whenever the landscape is to be permanently disturbed as to either contours,
soil or slope characteristics, or vegetation or any ground cover is to be
permanently removed, a plan is required showing how resulting erosion and
sediment shall be controlled. This plan shall include the following:
A. The amount of site alteration proposed.
C. Erosion and sediment control practices (both temporary
and permanent) and the operation and maintenance arrangements.
The following activities require a grading permit:
A. Modifying, disturbing, blocking, diverting or otherwise
adversely affecting the natural overland or subsurface flow of stormwater.
B. Construction, erection, or installation of any drainage
dam, ditch, culvert, drain pipe, bridge or any other structure or obstruction
affecting the drainage of any premises.
C. Paving, filling, stripping, excavating, grading or regrading
of any land.
D. Disturbing the landscape, vegetation or any ground cover
by any proposal involving an area in excess of 5,000 square feet.
The following activities require no grading permit:
A. Improvements, such as erection of retaining walls, driveway
paving, minor regrading or activities on a property which do not adversely
affect the natural overland or subsurface flow of stormwater, drainage of
any premises, or adversely disturb the landscape, in a gross area of up to
25 acres on any one property.
B. Farming, gardening, or land restoration, but not including
sod farming.
The plan for a grading permit shall include:
A. A valid boundary line survey of the site on which the
work is to be performed.
B. A description of the features, existing and proposed,
surrounding the site which are of importance to the proposed development.
C. A plan of the general topography (including drainage)
and soil conditions on the site (latter available through the County Conservation
District).
D. The location and a description of existing and future
man-made features of importance to the proposed development (i.e., cuts and/or
fills, buildings, roads, and driveways).
E. Plans and specifications of soil erosion and sediment
control measures in accordance with standards and specification of the Borough
of Brookville and the County Conservation District.
F. A development schedule indicating the anticipated starting
and completion dates of the development sequence and the time of exposure
of each area prior to the completion of effective erosion and sediment control
measures.
In addition to the requirements of §
106-9, and where deemed necessary by the Brookville Borough Engineer and the Planning Commission, or the Council of the Borough of Brookville, the applicant shall submit with the plan a detailed drainage study prepared by a registered professional engineer qualified in hydrology in the commonwealth. This study shall include:
A. A plan of the property showing the location of all present
and proposed ditches, streams, pipe and other drainage structures, and proposed
cuts and/or fills. In addition to showing present elevations and dimensions,
and location and extent of all proposed grading and/or drainage, the plan
shall clearly indicate all woodlands, buildings, parking areas and driveways.
Further, the plan shall indicate the present and proposed sources, storage
and disposition of water being channeled through or across the premises, together
with elevations, gradients, and maximum flow rates. The plan shall describe
the work to be performed and disposition of cut and/or fill, the materials
to be used and the manner or method of performance including provisions for
protecting and maintaining existing drainage facilities whether on public
or private property. The applicant shall also supply the supporting data for
the plan as developed by the engineer.
B. Calculations to determine runoff, which shall be based
on the Soil-Cover Complex Method, a description of which is available from
the USDA Soil Conservation Service.
(1) The design criteria for storm sewer piping on inlet systems
within a subdivision being developed shall be designed for a twenty-five-year-frequency
storm; culverts across roadways shall be designed for a fifty-year-frequency
storm; open watercourses or swales shall be designed for a one-hundred-year-frequency
storm prescribed in accordance with the following:
(a) The coefficient of runoff used for all areas upstream
of any drainage structure shall be computed on the basis of existing land
use and the projected land use described and shown on the Borough of Brookville
Comprehensive Plan, and adjacent municipalities' comprehensive plans, where
applicable.
(2) The following provisions apply to the carrying and disposal
of stormwater runoff:
(a) All drainage facilities shall be designed to carry surface
water in such a manner as to prevent erosion or overflow.
(b) The applicant shall agree to the granting and recording
of easements covering the installation and maintenance of drainage facilities.
(c) The rate of runoff shall be no greater during and after
a one-hundred-year-frequency storm when the development is completed than
that which existed before the development began and appropriate measurements
of calculations shall be provided to verify such positions.
C. A soils investigation report, if load-bearing fill is
proposed, which shall consist of test borings, laboratory testings and engineering
analysis to correlate surface and subsurface conditions with the proposed
grading plan. The results of the investigation shall be presented in a report
by a registered professional soils engineer and shall include data regarding
the nature, distribution and supporting ability of existing soils and rocks
on the site, conclusions and recommendations to insure stable soil conditions
and ground water control as applicable. The Borough of Brookville may require
such supplemental reports and data as is deemed necessary by the Brookville
Borough Engineer. Recommendations included in such reports and approved by
the Municipal Engineer shall be incorporated in the plan or specifications.
In addition:
(1) Fills toeing out on natural slopes steeper than four
horizontal to one vertical shall not be deemed acceptable by the Brookville
Borough Engineer and approved by the Council of the Borough of Brookville.
The reports shall be made by a registered professional soils engineer certifying
that he has investigated the property, made soils tests and that in his opinion
such steeper slopes will safely support the proposed fill.
(2) Natural and/or existing slopes exceeding five horizontal
to one vertical shall be benched or continuously stepped into competent materials
prior to placing all classes of fill.
Upon the approval of the plan by the Brookville Borough Engineer, the
Code Enforcement Officer shall issue the necessary grading permits.
Permittees shall bear all costs of inspections required or permitted
hereunder and shall deposit with the Council of the Borough of Brookville
such sums as the Borough of Brookville shall determine, to guarantee payment
of the costs of such inspections. The costs of inspections shall be in accordance
with the established schedule of fees and collection procedure for matters
pertaining to this chapter.
The fee for a grading permit shall be fixed by resolution of the Council
of the Borough of Brookville from time to time.
Any person, firm or corporation who shall violate any provision of this
chapter shall, upon conviction thereof, be sentenced to pay a fine of not
more than $600, plus costs of prosecution, and, in default of payment of such
fine and costs, to imprisonment for a term not exceeding 30 days. Each day
that a violation of this chapter continues shall constitute a separate offense.
In addition to the penalties set forth in §
106-16, any movement of the landscape, vegetation, or any ground cover performed in violation of this chapter shall be restored to its previous condition, including replacement of excavated earth, removal of illegally placed fill, and restoration of grades and planting.