For any of the regulated activities of this chapter, prior to
the final approval of subdivision and/or land development plans, or
the issuance of any permit, or the commencement of any regulated earth
disturbance activity, the owner, subdivider, developer or his agent
shall submit a drainage plan and receive municipal approval of the
plan.
Exemptions from the drainage plan requirements are as specified in § 560-6.
The following items shall be included in the drainage plan:
B.
Map(s) of the project area showing:
(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. Off-site
drainage areas impacting the project including topographic detail.
(3)
Streams, lakes, ponds or other bodies of water within the project
area.
(4)
Other features including flood hazard boundaries, existing drainage
swales, wetlands, closed depressions, sinkholes and areas of natural
vegetation to be preserved.
(5)
Locations of proposed underground utilities, sewers and waterlines.
The locations of all existing and proposed utilities, sanitary sewers
and waterlines within 50 feet of property lines of the project site.
(6)
An overlay showing soil types and boundaries based on the county
soil survey, as applicable, latest edition. Any hydric soils present
on the site should be identified as such.
(7)
An overlay showing geologic types, boundaries and any special geologic
features present on the site.
(8)
Proposed changes to land surface and vegetative cover.
(9)
Proposed structures, roads, paved areas and buildings.
(10)
Final contours at intervals of two feet. In areas of steep slopes
(greater than 15%), five-foot contour intervals may be used.
(11)
Stormwater management district boundaries applicable to the
site.
(12)
Clear identification of the location and nature of permanent
stormwater BMPs.
(13)
An adequate access easement around all stormwater BMPs that
would provide municipal ingress to and egress from a public right-of-way.
(14)
A schematic showing all tributaries contributing flow to the
site and all existing man-made features beyond the property boundary
that would be affected by the project.
(15)
The location of all public water supply wells within 400 feet
of the project and all private water supply wells within 100 feet
of the project.
C.
Stormwater management controls and BMPs:
(1)
All stormwater management controls and BMPs shall be shown on a map
and described, including:
(a)
Groundwater recharge methods such as seepage pits, beds or trenches.
When these structures are used, the locations of septic tank infiltration
areas and wells shall be shown.
(b)
Other control devices or methods such as rooftop storage, semipervious
paving materials, grass swales, parking lot ponding, vegetated strips,
detention or retention ponds, storm sewers, etc.
(2)
All calculations, assumptions and criteria used in the design of
the BMPs shall be shown.
(3)
All site testing data used to determine the feasibility of infiltration
on a site.
(4)
All details and specifications for the construction of the stormwater
management controls and BMPs.
D.
The BMP operations and maintenance plan, as required in Article VII, describing how each permanent stormwater BMP will be operated and maintained and the identity of the person(s) responsible for operations and maintenance. A statement must be included, signed by the landowner, acknowledging that the stormwater BMPs are fixtures that cannot be altered or removed without approval by the municipality.
A.
(1)
The drainage plan shall be submitted by the developer to the municipal
secretary (or other appropriate person) as part of the preliminary
plan submission for the subdivision or land development.
(2)
Four copies of the drainage plan shall be submitted.
(3)
Distribution of the drainage plan will be as follows:
(4)
Drainage plans involving more than 10,000 square feet of additional
impervious cover shall be submitted by the developer (possibly through
the municipality) to the LVPC as part of the preliminary plan submission.
The LVPC will conduct an advisory review of the drainage plan for
consistency with the Monocacy Creek Watershed Stormwater Management
Plan. The LVPC will not review details of the erosion and sedimentation
plan or the BMP operations and maintenance plan.
(a)
Two copies of the drainage plan shall be submitted.
(b)
The LVPC will provide written comments to the developer and
the municipality, within a time frame consistent with established
procedures under the Pennsylvania Municipalities Planning Code (53
P.S. § 10101 et seq.), as to whether the drainage plan has
been found to be consistent with the stormwater management plan.
C.
(1)
The drainage plan shall be submitted by the developer to the Lehigh
Valley Planning Commission for coordination with the DEP permit application
process, as needed, under Chapter 105 (Dam Safety and Waterway Management),
Chapter 106 (Flood Plain Management) of DEP's Rules and Regulations
and the NPDES regulations.[1]
[1]
Editor's Note: See 25 Pa. Code Chapters 105 and 106.
(2)
One copy of the drainage plan shall be submitted.
A.
The municipality shall review the drainage plan, including the BMP
operations and maintenance plan, for consistency with this chapter.
The municipality shall also review the drainage plan against any additional
storm drainage provisions contained in the municipal subdivision and
land development or zoning ordinance, as applicable.[1]
D.
The municipality may require an "as-built survey" of all stormwater
BMPs and an explanation of any discrepancies with the drainage plan.
A modification to a drainage plan for a proposed development site which involves a change in control methods or techniques, or which involves the relocation or redesign of control measures, or which is necessary because soil or other conditions are not as stated on the drainage plan (as determined by the municipality) shall require a resubmission of the modified drainage plan consistent with § 560-24 subject to review per § 560-25 of this chapter.
A.
The municipality may hear requests for waivers where it is alleged
that the provisions of this chapter inflict unnecessary hardship upon
the applicant. The waiver request shall be in writing and accompanied
by the requisite fee based upon a fee schedule adopted by the municipality.
A copy of the waiver request shall be provided to each of the following:
municipality, municipal engineer, municipal solicitor and Lehigh Valley
Planning Commission. The request shall fully document the nature of
the alleged hardship.
B.
Waiver request requirements.
(1)
The municipality may accept a waiver request provided that the municipality
determines that in each case the request satisfies all of the following
findings:
(a)
That there are unique physical circumstances or conditions,
including irregularity of lot size or shape, or exceptional topographical
or other physical conditions peculiar to the particular property,
and that the unnecessary hardship is due to such conditions, and not
the circumstances or conditions generally created by the provisions
of this chapter in the stormwater management district in which the
property is located;
(b)
That because of such physical circumstances or conditions, there
is no possibility that the property can be developed in strict conformity
with the provisions of this chapter, and that the authorization of
a waiver is therefore necessary to enable the reasonable use of the
property;
(c)
That such unnecessary hardship has not been created by the applicant;
(d)
That the waiver, if authorized, will represent the minimum waiver
that will afford relief and will represent the least modification
possible of the regulation in issue; and
(e)
That financial hardship is not the criteria for granting of
a hardship waiver.
(2)
In processing any waiver request, the municipality may attach such
conditions and safeguards as it may deem necessary to implement the
purposes of this chapter. If a hardship waiver is granted, the applicant
must still manage the quantity, velocity, direction and quality of
resulting storm runoff as is necessary to prevent injury to health,
safety or other property.