The stormwater management site plan shall consist of all applicable
calculations, maps, and plans. A note on the maps shall refer to the
associated computations and erosion and sedimentation control plan
by title and date. The cover sheet of the computations and erosion
and sedimentation control plan shall refer to the associated maps
by title and date. All stormwater management site plan materials shall
be submitted to the Township in a format that is clear, concise, legible,
neat, and well organized; otherwise, the stormwater management site
plan shall be returned to the applicant as though it were not filed.
The following items shall be included in the stormwater management
site plan:
A. General.
(1) General description of project, including project time schedule.
(2) General description of permanent stormwater management facilities
and BMPs, including construction specifications of the materials to
be used for such stormwater management facilities.
(3) Complete hydrologic, hydraulic, and structural computations for all
stormwater management facilities and BMPs.
(4) The stormwater management site plan shall be signed and sealed by
a qualified professional.
(5) The stormwater management site plan shall be signed by the Township
official responsible for review and approval of the plan.
B. Map(s) of the project area shall be submitted on twenty-four-inch-by-thirty-six-inch
or thirty-inch-by-forty-two-inch sheets. The contents of the maps(s)
shall include, but not be limited to:
(1) The location of the project relative to highways, municipalities
or other identifiable landmarks.
(2) Existing contours at intervals of two feet. In areas of steep slopes
(greater than 15%), five-foot contour intervals may be used.
(3) Existing streams, lakes, ponds, or other bodies of water within the
project area.
(4) Other physical features including flood hazard boundaries, sinkholes,
streams, existing drainage courses, areas of natural vegetation to
be preserved, and the total extent of the upstream area draining through
the site.
(5) The locations of all existing and proposed utilities, sanitary sewers,
waterlines, on-lot septic systems and water supply wells on site or
within 50 feet of property lines.
(6) An overlay showing soil names, boundaries and hydrologic soil classification.
(7) Proposed changes to the land surface and vegetative cover, including
the type and amount of impervious area that would be added.
(8) Proposed structures, roads, paved areas, and buildings.
(9) Final contours at intervals of two feet. In areas of steep slopes
(greater than 15%), five-foot contour intervals may be used, provided,
however, that final contours in any area containing stormwater management
facilities may not exceed two feet.
(10)
The name of the project, the name and address of the developer
and owner of the property, and the name of the individual or firm
preparing the plan.
(12)
A graphic and written scale of one inch equals no more than
50 feet; for tracts of 20 acres or more, the scale shall be one inch
equals no more than 100 feet.
(14)
The total tract boundary and size with distances marked to the
nearest foot and bearings to the nearest degree.
(15)
Existing and proposed land use(s).
(16)
A key map showing all existing man-made features beyond the
property boundary that would be affected by the project.
(17)
Horizontal and vertical profiles of all open channels, including
hydraulic capacity.
(19)
A note on the stormwater management site plan indicating the
location and responsibility for maintenance of stormwater management
facilities and BMPs that would be located off site. All off-site facilities
shall meet the performance standards and design criteria specified
in this chapter.
(20)
A statement, signed by the landowner, acknowledging the stormwater
management facilities to be permanent fixtures that can be altered
or removed only after approval of a revised plan by the Township.
(21)
The location of all facilities installed or to be constructed
and installed pursuant to an erosion and sedimentation control plan
for the project.
(22)
The location of all groundwater recharge facilities.
C. Supplemental information.
(1) A written description of the following information shall be submitted.
(a)
The overall stormwater management concept for the project.
(b)
Stormwater runoff computations as specified in this chapter.
(c)
Stormwater management techniques to be applied both during and
after development.
(d)
A summary table showing predevelopment and controlled and uncontrolled
post-development discharge rates for all required designed storms.
(e)
A justification must be included in the SWM site plan if BMPs
other than green infrastructure methods and LID practices are proposed
to achieve the volume, rate, and water quality controls under this
chapter.
(2) An erosion and sedimentation control plan, where applicable, including
all reviews and approvals, as required by DEP.
(3) A geologic assessment of the effects of runoff on sinkholes as specified
in this chapter, including a determination of site conditions in accordance
with the BMP Manual. A detailed site evaluation shall be completed
for projects proposed in areas of carbonate geology or karst topography,
and other environmentally sensitive areas, such as brownfields.
(4) The effect of the project (in terms of runoff volumes, water quality
and peak flows) on adjacent and downstream properties and on any existing
storm sewer that may receive runoff from the project site.
(5) Soil evaluation to justify infiltration site location and results
of on-site testing to establish infiltration rates used for design.
D. Stormwater management facilities.
(1) All stormwater management facilities must be located on a stormwater
management site plan and described in detail, including:
(a)
Groundwater recharge methods, such as seepage pits, beds or trenches. The location of the proposed structure, including a detailed cross section with construction and material specifications. If these structures are proposed, the locations of septic tank infiltration areas and wells must be shown. Groundwater recharge methods must comply with the additional requirements in Subsection
D(2) of this section.
(b)
Other control devices or methods, such as rooftop storage, semipervious
paving materials, grass swales, parking lot ponding, vegetated strips,
detention or retention basins, storm sewer, etc., including construction
and material specifications.
(c)
Cross sections of any detention or retention basins showing
the relationship between the existing topography and the proposed
bottom, spillway, top of embankment and the outlet structure and the
corresponding proposed finished grade elevations. A detail of the
outlet structure shall be provided, including all pertinent construction
and material specifications.
(d)
A schedule for the installation of the stormwater management
facilities. In all cases, the stormwater management facilities must
be completed prior to the creation of additional impervious surface.
(2) The following additional requirements apply to all proposed groundwater
recharge methods such as seepage pits, beds, trenches, leaching wells
and cisterns:
(a)
Representative percolation tests must be made throughout the
area proposed for development. 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. The percolation
test must be sampled at the invert depth of the proposed structure.
(b)
Seepage pits, beds or trenches shall not be permitted for any
development of more than five lots without prior approval of the Township.
(3) All calculations, assumptions, and criteria used in the design of
the stormwater management facilities must be shown.
(4) An O&M plan for stormwater management facilities and BMPs meeting
the requirements of this chapter must be included. The O&M plan
must include the ownership of the stormwater management facilities
and detail the financial responsibility for any required maintenance.
(5) Provisions deemed adequate by the Township for permanent access for
O&M, as necessary to implement the O&M plan, shall be shown
on the stormwater management site plan or included with the plan submission
as separate easement or maintenance agreements.
For all activities regulated by this chapter, the steps below
shall be followed for submission. For any activities that require
a joint permit application under Chapter 105 (Dam Safety and Waterway
Management) or Chapter 106 (Floodplain Management) of the DEP Rules
and Regulations, or require a PennDOT highway occupancy permit, or
require any other permit under applicable state or federal regulations,
the proof of application for that permit(s) shall be part of the stormwater
management site plan. The stormwater management site plan shall be
coordinated with the state and federal permit process.
A. The stormwater management site plan shall be submitted by the developer or owner as part of any regulated activity defined in §
199-5 of this chapter. All applicable fees shall be paid at the time of submission.
B. Four copies of the stormwater management site plan shall be submitted
as follows:
(1) One copy to the Township.
(2) One copy to the Township Engineer.
(3) One copy to a delegated agent of the York County Planning Commission.
(4) One copy to the York County Conservation District.
The Township's approval of a stormwater management site plan, when such plan is submitted independent of a subdivision and/or land development plan, authorizes the regulated activities contained in the stormwater management site plan for a maximum term of validity of five years following the date of approval. The Township may, in its sole discretion, specify a different term of validity for any specific stormwater management site plan, particularly if the nature of the proposed stormwater management facilities require more frequent maintenance and/or short-term replacement of certain components. Terms of validity shall commence on the date the Township signs the approval for a stormwater management site plan. If an approved stormwater management site plan is not completed according to §
199-25 within the term of validity, then the Township may consider the stormwater management site plan approval expired and may revoke any and all permits associated with the stormwater management site plan. Expired stormwater management site plans may be resubmitted for approval, but shall be required to comply with the ordinance then in effect.