ARTICLE
III - DRAINAGE PLAN REQUIREMENTS
SECTION
301. GENERAL REQUIREMENTS
SECTION
304. DRAINAGE PLAN CONTENTS
SECTION
305. DRAINAGE PLAN REVIEW
SECTION
306. MODIFICATION OF PLANS
SECTION
307. RESUBMISSION OF DISAPPROVED DRAINAGE PLANS
SECTION
301. GENERAL REQUIREMENTS
For
any of the activities regulated by this Ordinance, the final approval of
subdivision and/or land development plans, the issuance of any building or
occupancy permit, or the commencement of any land disturbance activity may not
proceed until the applicant or his/her agent has received written approval of a
drainage plan from the Municipality.
A.
Stormwater Quantity Control Exemption -
Any regulated activity that meets the following exemption criterion shall not be
required to submit a drainage plan implementing the stormwater quantity
controls of this Ordinance. This
criterion shall apply to the total development even if the development is to
take place in phases. The date of
the municipal Ordinance adoption shall be the starting point from which to
consider tracts as “parent tracts” in which future subdivisions and
respective impervious area computations shall be cumulatively considered.[1]
Exemption shall not relieve the applicant from implementing such measures
as are necessary to protect health, safety, and property.
Stormwater
Management Exemption Criterion

B.
Applicants whose activities are exempted under Section 302.A above shall
still be required to meet the stormwater management quality controls of
this Ordinance. This may be
achieved by implementing one or more of the following minimum best management
practices:
1.
Provide infiltration capacity for the equivalent of one (1) inch of
runoff from all new impervious surfaces. The
infiltration volume does not have to be provided in one location.
However, if site conditions preclude capture of runoff from portions of
the impervious area, the infiltration volume for the remaining area should be
increased an equivalent amount to offset the loss.
In no case should the portion of the new impervious area flowing to an
infiltration facility be less than seventy (70) percent of the total new
impervious area.
2. If site conditions
preclude use of infiltration facilities (e.g., high groundwater table or
extensive rock conditions), provide an extended detention facility that will
detain the equivalent of one (1) inch of runoff from all new impervious areas
for at least twenty-four (24) hours.
3.
Provide buffer areas on the downstream side of any new impervious
surfaces (e.g., sidewalks, roadways, parking lots) where the runoff discharges
in a sheet flow manner. The buffer
areas should be at least twenty (20) feet wide and can be a mix of grass,
shrubs, and trees. If buffer areas
cannot be provided for the entire length of the impervious surfaces, consider
installing a bioretention system and diverting surface runoff from the
impervious surfaces to the facility using grass swales.
4.
If none of the above options are feasible due to site constraints, the
applicant must provide stormwater detention that meets the release rate criteria
for the site location or else obtain approval from the Township Engineer to
implement other BMPs that will provide water quality benefits of an equivalent
level.
C.
New federal regulations approved October 1999 require operators of small
municipal separate storm sewer systems (MS4s) to obtain NPDES Phase II permits
from DEP by March 2003. (NPDES II
is an acronym for the National Pollutant Discharge Elimination System Phase II
Stormwater Permitting Regulations.) This
program affects all municipalities in “urbanized areas” of the state.
This definition applies to Aston Townhsip.
The Township is subject to the NPDES Phase II requirements, mandated by
the Federal Clean Water Act as administered by DEP.
For more information on NPDES II requirements, contact the DEP Regional
Office.
For
all activities regulated by this Ordinance, the steps below shall be followed
for submission. For any activities
that require a DEP Joint Permit Application and are regulated under Chapter 105
(Dam Safety and Waterway Management) or Chapter 106 (Floodplain Management) of
DEP’s Rules and Regulations, require a PennDOT Highway Occupancy Permit, or
require any other permit under applicable state or federal regulations, the
permit(s) shall be part of the plan.
A.
Five (5) copies of the drainage plan and associated plan review
application shall be submitted by the applicant as part of the Act 247
preliminary plan submission for the regulated activity.
Distribution of the drainage plan will be as follows:
1.
Two (2) copies to the Township accompanied by the requisite review fee,
as specified in this Ordinance.
2.
One (1) copy to the Township Engineer.
3.
One (1) copy to the County Planning Department.
4.
One (1) copy to the County
Conservation District.
SECTION
304. DRAINAGE PLAN CONTENTS
The
drainage 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 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 be disapproved and returned to the applicant.
The
following items shall be included in the drainage plan:
A.
General
1.
General description of project.
2.
General description of 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.
B.
Map(s) of the project area shall be submitted on 24 inch x 36 inch sheets
and shall be prepared in a form that meets the requirements for recording at the
offices of the Recorder of Deeds of Delaware County.
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 (2) feet.
In areas of steep slopes (greater than fifteen (15) percent), five-foot
contour intervals may be used.
3.
Existing streams, lakes, ponds, or other bodies of water and wetlands
within the project area.
4.
Other physical features including flood hazard boundaries, 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 structures and utilities
within fifty (50) feet of property lines.
6.
An overlay showing soil names and boundaries.
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 (2) feet.
In areas of steep slopes (greater than fifteen (15) percent), 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.
11.
The date of the plan, including revisions.
12.
A graphic and written scale at a minimum of one (1) inch equals no more
than fifty (50) feet.
13.
A north arrow.
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.
Vertical profiles of all proposed open channels and storm sewers
including hydraulic capacity for both.
17.
Overland drainage paths of proposed swales or channels to convey water.
18. A note on the plan indicating the
location, access, and responsibility for maintenance of stormwater management
facilities.
19. A statement, signed by the
landowner, acknowledging the stormwater management system to be a permanent
fixture that can be altered or removed only after approval of a revised plan by
the Municipality.
20.
The following signature block for the design engineer:
“(Design Engineer),
on this date (date of signature), has reviewed and hereby certifies that the
drainage plan meets all design standards and criteria of the Act 167 Stormwater
Management Plan, Chester Creek Watershed, Model Stormwater Management
Ordinance.”
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 Ordinance.
c)
Stormwater management techniques to be applied both during and after
development.
d)
Expected project time schedule.
2.
A soil erosion and sedimentation control plan, where applicable,
including all reviews and approvals, as required by DEP.
3.
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.
D.
Stormwater Management Facilities
1.
All stormwater management facilities must be located on a plan and
described in detail.
2.
When groundwater recharge methods such as seepage pits, beds, or trenches
are used, the locations of existing and proposed septic tank infiltration areas
and wells must be shown.
3.
All calculations, assumptions, and criteria used in the design of the
stormwater management facilities must be shown.
SECTION
305. DRAINAGE PLAN REVIEW
A.
The Township Engineer shall review the drainage plan for consistency with
the adopted Chester Creek Stormwater Management Plan.
The Township shall require receipt of a complete plan, as specified in
this Ordinance. The Township Engineer shall review the drainage plan for any
submission or land development against the municipal subdivision and land
development ordinance provisions not superseded by this Ordinance.
B.
The Conservation District, in accordance with established criteria and
procedures, shall review the drainage plan for consistency with stormwater
management and erosion and sediment pollution control requirements and provide
comments to the Township. Such
comments shall be considered by the Township prior to final approval of the
drainage plan.
C.
For activities regulated by this Ordinance, the Township Engineer shall
notify the Township in writing as to whether the drainage plan is consistent with
the Stormwater Management Plan. Should
the drainage plan be determined to be consistent with the Stormwater Management
Plan, the Township Engineer will forward an approval letter to the applicant
with a copy to the Township Secretary.
D.
Should the drainage plan be determined to be inconsistent with the
Stormwater Management Plan, the Township Engineer will forward a disapproval letter
to the applicant with a copy to the Township Secretary citing the reason(s) for
the disapproval. Any disapproved drainage plans may be revised by the
applicant and resubmitted consistent with this Ordinance.
E.
For regulated activities specified in Section 104 of this Ordinance, the
Township Engineer shall notify the
Township Building Permit Officer in writing, within a time frame consistent with
the Township building code and/or Township subdivision ordinance, as to whether
the drainage plan is consistent with the Stormwater Management Plan
and forward a copy of the approval/disapproval letter to the applicant.
Any disapproved drainage plan may be revised by the applicant and
resubmitted consistent with this Ordinance.
F.
For regulated activities requiring a DEP Joint Permit Application, the
Township Engineer shall notify DEP as to whether the drainage plan is consistent
with the Stormwater Management Plan and forward a copy of the review letter to
the Township and the applicant. DEP
may consider the Township Engineer’s review comments in determining whether to
issue a permit.
G.
The Township shall not approve any subdivision or land development for
regulated activities specified in Section 104 of this Ordinance if the drainage
plan has been found to be inconsistent with the Stormwater Management Plan, as
determined by the Township Engineer. All
required permits from DEP must be obtained prior to approval.
H.
The Township Building Permit Officer shall not issue a building permit
for any regulated activity specified in Section 104 of this Ordinance if the
drainage plan has been found to be inconsistent with the Stormwater Management
Plan, as determined by the municipal Engineer, or without considering the
comments of the municipal Engineer. All required permits from DEP must be
obtained prior to issuance of a building permit.
I.
The applicant shall be responsible for completing as-built drawings of
all stormwater management facilities included in the approved drainage plan.
The as-built drawing and an explanation of any discrepancies with the
design plans shall be submitted to the Township Engineer for final approval.
J. The Township’s approval
of a drainage plan shall be valid for a period not to exceed five (5) years.
This five-year period shall commence on the date that the Township signs
the approved drainage plan. If
stormwater management facilities included in the approved drainage plan have not
been constructed, or if as-built drawings of these facilities have not been
approved within this five-year time period, then the Township may consider the
drainage plan disapproved and may revoke any and all permits.
Drainage plans that are considered disapproved by the Township shall be
resubmitted in accordance with Section 307 of this Ordinance.
SECTION
306. MODIFICATION OF PLANS
A
modification to a submitted drainage plan for a development site that involves a
change in stormwater management facilities or techniques, or that involves the
relocation or re-design of stormwater management facilities, or that is
necessary because soil or other conditions are not as stated on the drainage
plan as determined by the Township Engineer, shall require a resubmission of the
modified drainage plan consistent with Section 304 of this Ordinance and be
subject to review as specified in Section 305 of this Ordinance.
A
modification to an already approved or disapproved drainage plan shall be
submitted to the Township, accompanied by the applicable review fee.
A modification to a drainage plan for which a formal action has not been
taken by the Township shall be submitted to the Township, accompanied by the
applicable review fee.
SECTION
307. RESUBMISSION OF DISAPPROVED DRAINAGE PLANS
A
disapproved drainage plan may be resubmitted, with the revisions addressing the
Township Engineer’s concerns documented in writing, to the Township Engineer
in accordance with Section 304 of this Ordinance and be subject to review as
specified in Section 305 of this Ordinance.
The applicable Township review fee must accompany a resubmission of a
disapproved drainage plan.
[1]
If an applicant proposes a 1,000 square foot room addition to his/her home
after adoption of the municipal stormwater management ordinance, that
applicant would be exempted from the stormwater quantity control submission
requirements of this Ordinance. If,
at a later date, the applicant proposes to construct a 1,200 square foot
tennis court on the same property, the applicant would be required to comply
with the full stormwater quantity and quality control submission
requirements of this Ordinance for the total 2,200 square feet of additional
impervious surface added to the original property since adoption of the
municipal ordinance.