Stormwater management plans shall be prepared by professionals
registered in the Commonwealth of Pennsylvania to perform such duties.
Designs which entail engineering expertise shall be prepared by engineers
with appropriate expertise. The plan shall show, be accompanied by,
or be prepared in accordance with the following:
A. General.
(1) The plan shall be clearly and legibly drawn at a scale of 10 feet,
20 feet, 30 feet, 40 feet, or 50 feet to the inch. Profile plans shall
maintain a ratio of 1:10 vertical to horizontal.
(2) The sheet size shall be 18 inches by 24 inches. If the plan is prepared
in two or more sections, a key map showing the location of the sections
shall be placed on each sheet. If more than one sheet is necessary,
each sheet shall be numbered to show the relationship to the total
number of sheets in the plan (e.g., Sheet 1 of 5).
(3) Plans shall be legible in every detail.
(4) Name and address of landowner, applicant and individual who prepared
the plan.
(5) Plan date and date of latest revision to plan, North point, graphic
scale and written scale.
(6) A location map, drawn to scale, relating the property to at least
two intersections of existing road center lines, including the approximate
distance to the intersection of the center lines of the nearest existing
street intersection.
(7) Note on plan indicating any area that is proposed to be offered for
dedication to the Township. Any area that is easemented and not to
be offered for dedication shall be identified, along with a statement
that the Township is not responsible for the maintenance of any area
not dedicated to and accepted for public use.
(8) Certificate, signed and sealed by an individual registered in the
Commonwealth of Pennsylvania and qualified to perform such duties,
indicating compliance with the provisions of this chapter (see Appendix
No. 3).
(9) Provisions for permanent access or maintenance easements as determined necessary by the Township for all physical SWM BMPs, such as but not limited to ponds and infiltration structures, to implement the operation and maintenance plan discussed in Subsection
A(10) below.
(10)
The SWM site plan shall provide an operation and maintenance
(O&M) plan for all proposed physical stormwater management facilities
(see Appendix 5). This plan shall address long-term ownership and responsibilities
for operation and maintenance as well as schedules for O&M activities.
B. Existing features.
(1) Tract boundaries showing distances, bearings and curve data, as located
by field survey or deed plotting, total acreage of tract, and total
acreage of project if less than the entire tract.
(2) Existing contours, at a minimum vertical interval of two feet for
land with average natural slope of 4% or less and at a minimum vertical
interval of five feet for more steeply sloping land. Contours shall
be accompanied by the location of the bench mark within or immediately
adjacent to the subject tract and a notation indicating the datum
used. The United States Geodetic Survey shall be used for bench mark
datum.
(3) Names of all owners of all immediately adjacent land, names of all
proposed or existing developments immediately adjacent, and locations
and dimensions of any streets or easements shown thereon.
(4) Names, locations and dimensions of all existing buildings, street
rights-of-way, railroads, utilities, watercourses, drainage facilities,
floodplains, wetland, on-lot sewage disposal facilities, easements,
and other significant features located either within and adjacent
to the property or 200 feet from the property.
(5) The size, slope, capacity, and condition of the existing stormwater
management system and any other facility that may be used to convey
storm flows.
(6) Soil types as designated by the United States Department of Agriculture,
Natural Resources Conservation Service, Soil Survey of Cumberland
County.
(7) Designation of the location of on-site and off-site subwatersheds.
(8) Designation of the location of the time of concentration for the
on-site and off-site subwatersheds.
C. Proposed features.
(1) Proposed land use, total number of lots and dwelling units, and extent
of commercial, industrial or other nonresidential uses.
(2) Locations and dimensions of all proposed streets, sidewalks, lot
lines, building locations, parking compounds, impervious and semi-impervious
surfaces, sanitary sewer facilities, water facilities, stormwater
management facilities, utilities and other significant features. This
information shall be provided to the detail necessary to construct
the facilities.
(3) Proposed changes to land surface and vegetative cover, including
areas to be cut or filled.
(4) Proposed topographical data. This information shall be provided by
contour lines indicating the existing and proposed grades of the site.
Contour lines shall be provided at two-foot vertical intervals for
slopes of 4% or less and at vertical intervals of five feet for more
steeply sloping land.
(5) Plans and profiles of proposed stormwater management facilities,
including horizontal and vertical location. Additionally, a detail
with all pertinent construction requirements shall be provided for
outlet structures. This information shall be of the quality required
for the construction of all facilities.
(6) The size, slope, capacity, material, elevation and condition of the
proposed stormwater management system and other facility that may
be used to convey storm flows. This information shall include invert
elevations and top-of-grate elevations.
(7) Plans and profiles of all erosion and sedimentation control measures,
temporary as well as permanent.
(8) Designation of the location of on-site subwatersheds.
(9) Designation of the location of the time of concentration for the
on-site subwatersheds.
D. Written report and calculations.
(1) Calculations, assumptions, criteria, methodology and references used
in the design of stormwater management facilities, the establishment
of capacities, and the predevelopment and post-development peak discharge.
This information shall include data on all subwatersheds.
(2) For all basins, a plotting or tabulation of the storage volumes and
discharge curves with corresponding water surface elevations, inflow
hydrographs, and outflow hydrographs.
(3) Soil structures and characteristics shall be provided for all proposed
groundwater recharge systems and detention or retention basins which:
(a) hold two acre feet or more of water; or (b) have an embankment
that is six feet or more in height. Plans and data prepared by a registered
professional experienced and educated in soil mechanics shall be submitted.
This data shall provide design solutions for frost heave potential,
spring-swell potential, soil-bearing strength, water infiltration,
soil-settling characteristics, fill and backfilling procedures and
soil treatment techniques as required to protect the improvements
or structures. The following requirements apply to all proposed groundwater
recharge methods of stormwater management, such as seepage pits, beds,
trenches, leaching wells, and cisterns:
(a)
Representative percolation tests must be made throughout the
proposed area. At least one percolation test must be included in each
soil group and at least one percolation test must be conducted for
each five lots proposed for development. Testing, in general, should
follow the same guidelines as though testing for an on-lot septic
system.
(b)
Seepage pits, beds or trenches shall not be permitted for any
development of more than five lots without prior approval of the Township.
(4) Copies of an approved erosion and sediment control plan and post-construction
stormwater management plan, associated plan narratives and long-term
operation and maintenance documents. These plans shall include a description
of all erosion and sedimentation control measures, temporary as well
as permanent, including the staging of land-moving activities, sufficient
in detail to clearly indicate their function. All erosion and sedimentation
control measures shall conform to the requirements of the Pennsylvania
Department of Environmental Protection Erosion and Sediment Control
Best Management Practice (BMP) Manual.
(5) Description of an ownership and maintenance program, in a recordable
form, that clearly sets forth the ownership and maintenance responsibilities
for all temporary and permanent stormwater management facilities,
which shall include the following:
(a)
Description of the method and extent of the maintenance requirements.
(b)
Identification of an individual, corporation, association or
other entity responsible for ownership and maintenance.
(c)
When maintained by a private entity, a copy of the legally binding
document which provides that the Township shall have the right to:
[1]
Inspect the facilities at any time.
[2]
Require the private entity to take corrective measures and assign
the private entity reasonable time periods for any necessary action.
[3]
Authorize maintenance to be done by the Township or an agent
or contractor of the Township and the liening of the cost of the work
against the properties of the private entity responsible for the maintenance.
(d)
Establishment of suitable easements for access to stormwater
management facilities.
(e)
When an assignment of responsibility is made to the Township,
it must include an acknowledgement of its formal acceptance of the
responsibility.
(f)
This document shall be recorded in the office of the Recorder
of Deeds for Cumberland County upon issuance of a permit. In all cases,
the document shall be recorded prior to the initiation of construction
and be fully effective at the post-construction period.
(6) A Pennsylvania Department of Transportation Highway Occupancy Permit
for any stormwater management facility proposed within the right-of-way
of any state road.
(7) Acknowledgment that an NPDES, DEP permit or other soil erosion and
sediment pollution control approval is not required by law, or if
such approval is required by law, then a true and correct copy of
such approval(s) shall be provided to the Township.
(8) Notification of approval from the applicable state and federal agencies
for any proposed encroachment into a wetland.
(9) A schedule for installation of the control measures and devices.
In all cases, the proposed stormwater management devices must be completed
prior to the construction of additional impervious areas.
(10)
Stormwater management plans shall be designed in a manner that is consistent with §
360-40 of Chapter
360, Subdivision and Land Development, and §
345-22V of this chapter, and shall also include the submission of a carbonate assessment report, as required in §
360-14E(11) of Chapter
360, Subdivision and Land Development.
A modification of an approved stormwater management plan shall
require a new permit, except that the Township Engineer may authorize
modification, provided that such modifications do not:
A. Alter
the stormwater management facilities in a manner which significantly
affects the discharge of stormwater to an adjacent property; or
B. Significantly
relocate a major stormwater management facility within the project.
Neither issuance of the permit nor compliance with the provisions
hereto or any conditions imposed by the Township shall relieve any
person from any responsibility for damage otherwise imposed by law,
nor impose any liability upon Silver Spring Township or its officers,
appointed professionals, and employees for damages to persons or property.
The Township may, prior to issuing a stormwater management permit,
require the applicant to submit a maintenance guarantee for the structural
integrity as well as the function of any stormwater management facility
for a term not to exceed 18 months from the date of acceptance of
dedication by the Board of Supervisors. Said guarantee shall not exceed
15% of the actual cost of installation of said improvements and be
of the same type of financial security as required in this article.