[Amended 7-12-2012 by Ord. No. 2012-03]
For any of the activities regulated by this
chapter, the preliminary or final approval of subdivision and/or land
development plans, the issuance of any building or occupancy permit,
or the commencement of any earth disturbance activity may not proceed
until the property owner or applicant or his/her agent has received
written approval of a drainage plan from the municipality, obtained
an NPDES permit for stormwater discharges associated with construction
activities, if greater than one acre of land disturbance, from the
local Conservation District and/or DEP, and an adequate erosion and
sediment control plan review by the Conservation District. Application
for approval of a drainage plan shall be submitted on a form supplied
by the Township.
The drainage plan shall consist of a general description of the project, including sequencing items described in §
228-19, calculations, maps, and plans. All drainage plan materials shall be submitted to the municipality in a format that is clear, concise, legible, neat, and well organized; otherwise, the drainage plan shall not be accepted for review and shall be returned to the applicant. The following items shall be included in the drainage plan:
A. General.
(1) General description of the project, including those areas described in §
228-19B.
(2) General description of proposed permanent stormwater
management techniques, including construction specifications of the
materials to be used for stormwater management facilities.
(3) Complete hydrologic, hydraulic, and structural computations
for all stormwater management facilities.
(4) An erosion and sediment control plan, including all
reviews and letters of adequacy from the Conservation District.
(5) A general description of proposed nonpoint source
pollution controls.
B. Maps. Map(s) of the project area shall be submitted
on twenty-four-inch by thirty-six-inch sheets and/or shall be prepared
in a form that meets the requirements for recording at the offices
of the Recorder of Deeds of Montgomery County. If the SALDO has more
stringent criteria than this chapter, then the more stringent criteria
shall apply. The contents of the map(s) shall include, but not be
limited to:
(1) The location of the project relative to highways,
municipal boundaries, or other identifiable landmarks.
(2) Existing contours at intervals of two feet. In areas
of slopes greater than 25%, five-foot contour intervals may be used.
(3) Existing streams, lakes, ponds, or other waters of
the commonwealth within the project area.
(4) Other physical features, including flood hazard boundaries,
stream buffers, 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, and water lines within 50 feet of property lines.
(6) An overlay showing soil names, boundaries and limitations
(in tabular format).
(7) Limits of earth disturbance, 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 25%), five-foot-contour intervals may
be used.
(10)
The name of the development, the name and address
of the 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 100 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)
Location of all open channels, as well as indicating
where they are draining after they leave the site (storm sewer, defined
drainage swale, stream channel, waters of the commonwealth, etc.).
(18)
Overland drainage patterns and swales.
(19)
A twenty-foot-wide access easement around all
stormwater management facilities that would provide ingress to and
egress from a public right-of-way.
(20)
The location of all erosion and sediment control
facilities and all post-construction stormwater management facilities,
BMPs, systems, etc.
(21)
A note on the plan indicating the location and
responsibility for maintenance of stormwater management facilities
that would be located off site. All offsite facilities shall meet
the performance standards and design criteria specified in this chapter.
(22)
A statement, signed by the applicant, acknowledging
that any revision to the approved post-construction stormwater management
plan must be approved by the municipality and the Conservation District
and/or DEP (if greater than one acre of land disturbance), and that
a revised erosion and sediment control plan must be submitted to the
Conservation District for a determination of adequacy.
(23)
The following signature block for the design
engineer:
|
"I, (Design Engineer), on this date (date of
signature), hereby certify that the drainage plan meets all design
standards and criteria of the Upper Frederick Township Stormwater
Management Ordinance."
|
C. Supplemental information to be submitted to the municipality.
(1) A written description of the following information
shall be submitted by the applicant and shall include:
(a)
The overall stormwater management concept for the project designed in accordance with §
228-19.
(b)
Stormwater runoff computations as specified
in this chapter.
(c)
Stormwater management techniques to be applied
both during and after development.
(d)
Expected project time schedule.
(e)
Development stages or project phases, if so
proposed.
(f)
An operations and maintenance plan in accordance with §
228-33 of this chapter.
(2) An erosion and sediment control plan.
(3) A description of the effect of the project (in terms
of runoff volumes and peak flows) on adjacent properties and on any
existing municipal stormwater collection system that may receive runoff
from the project site.
(4) A declaration of adequacy and highway occupancy permit
from the Pennsylvania Department of Transportation (PennDOT) District
office when utilization of a PennDOT storm drainage system is proposed.
D. Stormwater management facilities.
(1) All PCSWM BMP facilities must be located on a plan
and described in detail. The PCSWM plan package should include at
a minimum pre- and post-drainage area plans, an overall PCSWM plan,
PCSWM details sheets, landscaping or conservation plans, etc.
(2) When infiltration measures such as seepage pits, beds,
or trenches are used, the locations of existing and proposed septic
tank, infiltration areas and wells must be shown. Minimum setback
distances should be identified from water supply wells, septic areas,
and any adjacent or downgradient buildings and/or structures with
below grade floors or inhabitable space.
(3) All calculations, assumptions, and criteria used in
the design of the stormwater management facilities must be shown.
The municipality shall require receipt of a
complete drainage plan, as specified in this chapter.
A. Proof of application or documentation of required
permit(s) or approvals for the programs listed below shall be part
of the plan:
(1) NPDES permit for stormwater discharges from construction
activities.
(2) DEP joint permit application.
(3) PennDOT highway occupancy permit.
(4) Chapter 105 (Dam Safety and Waterway Management).
(5) Chapter
106 (Floodplain Management).
(6) Any other permit under applicable state or federal
regulations.
B. The plan shall be coordinated with the state and federal
permit process and the municipal SALDO review process.
C. For projects that require SALDO approval, the drainage
plan shall be submitted by the applicant as part of the preliminary
plan submission where applicable for the regulated activity.
D. For regulated activities that do not require SALDO approval, see §
228-10, General requirements.
E. Any submissions to the agencies listed above that
are found to be incomplete shall not be accepted for review and shall
be returned to the applicant with a notification in writing of the
specific manner in which the submission is incomplete.
An inconsistent or noncompliant drainage plan may be resubmitted with the revisions addressing the Municipal Engineer's concerns documented in writing. It must be addressed to the Municipal Secretary in accordance with §
228-12 of this chapter, distributed accordingly, and be subject to review as specified in §
228-13 of this chapter. The applicable municipal review and inspection fee must accompany a resubmission of an inconsistent or noncompliant drainage plan.