Although not a requirement of this chapter, prior to proceeding
with SWM site plan preparation and submission, the applicant is encouraged
to request a preapplication meeting with the Township's Engineer
or representative and a staff member of the York County Conservation
District to discuss the plan concept and responsibility for submission
of required documents and information. The following items shall be
included in the SWM site plan:
A. Appropriate sections of Chapter
430 of this Code of Ordinances, and other applicable ordinances of the Township regarding subdivision and land development plan preparation and applicable plan requirements, shall be followed in preparing all SWM site plans, regardless of whether or not a SWM site plan involves a subdivision and/or land development plan.
[Amended 7-17-2014 by Ord. No. 2014-02]
B. The Township shall not approve any SWM site plan that is deficient in meeting the requirements of this chapter. At its sole discretion, and in accordance with this article, when an SWM site plan is found to be deficient, the Township may either disapprove the submission, or, in the case of minor deficiencies, the Township may accept the submission of a revised SWM site plan as noted in §
415-20 of this chapter. Incomplete applications will be rejected without review.
[Amended 7-17-2014 by Ord. No. 2014-02]
C. Provisions for permanent access or maintenance easements for all physical SWM BMPs, such as ponds and infiltration structures, as necessary to implement the operation and maintenance (O&M) plan discussed in Article
V of this chapter. This requirement may be waived for minor or minimal land disturbance activities.
[Amended 7-17-2014 by Ord. No. 2014-02]
D. Plan contents, general. SWM site plan designs which entail engineering
expertise shall be prepared by a qualified person or professional.
All SWM site plans shall show, be accompanied by, or be prepared in
accordance with the following:
[Amended 7-17-2014 by Ord. No. 2014-02]
(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 no smaller than 11 inches by 17 inches and
no larger than 24 inches by 36 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 the plan, North point, graphic
scale and written scale. All maps shall be drawn at a commonly used
engineering 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. Maximum permitted scale is one inch equals 1,000
feet.
(7) Any stormwater management improvement that is subjected to an easement
and not to be offered for dedication shall be identified. 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.
(9) Construction details outlining the construction sequence, system
sizing, and materials to be used. Details may include type of stone
and placement requirements, filter fabric, inlet and piping installations,
vegetation type and planting requirements, etc.
E. Existing features:
(1) Tract boundaries, showing distances, bearings and curve data, as
located by field survey or deed plotting, total acreage of the tract,
and total acreage of the project if less than the entire tract.
(2) Contour lines shall be provided at one-foot intervals for slopes
of 10% or less, two-foot intervals for slopes greater than 10% to
15%, and minimum five-foot intervals for slopes greater than 15%.
Steep slope contours (over 15%) should be shaded. Contours shall be
accompanied by the location of the benchmark within or immediately
adjacent to the subject tract and a notation indicating the datum
used. The United States Geodetic Survey (USGS) or alternate GPS-based
method, as acceptable to the Township Engineer, shall be used for
benchmark datum. Unless required by the Township for site evaluation,
contour data is not necessary beyond the property of the applicant.
(3) The 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) The names, locations and dimensions of all existing buildings, street
rights-of-way, railroads, utilities, watercourses, wells, drainage
facilities, floodplains, wetlands, on-lot sewage disposal facilities,
woodlands, riparian buffers, easements, and other significant features
located either within and adjacent to the property or, when the item
affects the property, 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) Soils types as designated by the United States Department of Agriculture,
Natural Resources Conservation Service, Soil Survey of York County.
(7) Designation of the location of on-site and off-site subwatersheds.
(8) Designation of the location of the time of concentration path(s)
for the on-site and off-site subwatersheds.
F. 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 one-foot intervals for slopes of
10% or less, two-foot intervals for slopes greater than 10% to 15%,
and minimum five-foot intervals for slopes greater than 15%.
(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, details 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 path(s)
for the on-site subwatersheds.
G. Erosion and sediment (E&S) control:
(1) Location of all E&S measures, temporary as well as permanent,
including the staging of land-moving activities, sufficient in detail
to clearly indicate their function.
(2) All E&S control measures shall conform to the requirements of the Pennsylvania DEP, Soil Erosion and Sedimentation Control Manual and §
415-29Q of this chapter.
H. 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) Groundwater recharge:
(a)
Soil structures and characteristics shall be provided for proposed
groundwater recharge systems, and detention or retention basins which
hold two acre feet or more of water or have an embankment that is
six feet or more in height. Plans and data prepared by a qualified
person or professional experienced and educated in soil mechanics
shall be submitted. This data shall provide design solutions for frost
heave potential, shrink-swell potential, soil bearing strength, water
infiltration, soil consolidation characteristics, fill and backfilling
procedures and soil treatment techniques as required to protect the
improvements or structures.
(b)
The following percolation test requirements apply to all proposed
infiltration and groundwater recharge methods of stormwater management,
such as seepage pits, beds, trenches, leaching wells, and cisterns:
[Amended 7-17-2014 by Ord. No. 2014-02]
[1]
For major land disturbance activities, representative percolation
tests must be made throughout the proposed area. At least two double-ring
infiltrometer tests must be performed for each soil group and for
each stormwater infiltration facility. At least two double-ring infiltrometer
tests must be performed for each five lots proposed for subdivision
or development and for each 0.5 acre of land area used for biorention
or infiltration areas. ASTM D 3385-09 or current version double-ring
infiltrometer test methods must be followed, or as approved by the
Township Engineer.
[2]
For minor and minimal land disturbance activities, at least
two double-ring infiltrometer tests or falling-head tests must be
performed at each location of a proposed infiltration SWM facility.
(4) 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,
Soil Erosion and Sedimentation Control Manual.
(5) A description, plan, details and schedule of an operation and maintenance program in accordance with Article
V of this chapter.
(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 shall be provided to the Township.
(8) Notification of approval from the applicable state and federal agencies
for any proposed encroachment into a wetland area.
(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 unless an
approved E&S control plan sequence of construction dictates otherwise.
[Amended 7-17-2014 by Ord. No. 2014-02]
A revision to a previously submitted SWM site plan that involves
a change in SWM BMPs, stormwater management facilities, or changes
in analytical techniques, or that involves the relocation or redesign
of SWM BMPs, or that is necessary because soil or other conditions
are not as stated on the SWM site plan, as determined by the Township,
shall require a resubmission of the revised SWM site plan in accordance
with this article, including applicable fees. For NPDES-permitted
sites, any revised SWM site plan shall also be resubmitted to the
York County Conservation District for review. In the case of an SWM
site plan which contains minor deficiencies, such as a missing label,
omission of a required note or minor construction detail, as determined
by the Township, the Township may accept a resubmission of such SWM
site plan without the requirement of a resubmission review fee.
[Amended 7-17-2014 by Ord. No. 2014-02]
A disapproved SWM site plan may be resubmitted, within 180 days, with the revisions addressing the Township's concerns as stated regarding the original submission, to the Township in accordance with this article. One resubmission is allowed before the applicable resubmission review fee must accompany the submission of a revised SWM site plan, unless such fee is waived by the Township (see §
415-20).
[Amended 7-17-2014 by Ord. No. 2014-02]
A. Inspections with an approved SWM permit.
(1) Prior to commencing construction of stormwater management facilities,
the property owner or developer shall arrange a preconstruction meeting
with the Township or the municipal assignee.
(2) The inspection schedule outlined in the approved SWM permit should
be followed to determine at which stages of construction the facilities
shall be inspected.
(3) No facilities or portion thereof shall be buried or otherwise permanently
covered unless and until the inspection of that stage, as determined
by the Township or the municipal assignee, has been performed and
that stage of construction has been approved.
B. Completion of construction. The stormwater management facilities
constructed in accordance with an SWM site plan not submitted as a
component of a subdivision and/or land development plan shall be subject
to the following process upon the completion of construction of said
facilities:
(1) The property owner or developer shall contact the Township within
seven days of the completion of the construction process to schedule
a final inspection. The final inspection shall be conducted within
10 days of notification by the Township or the municipal assignee.
(2) Prior to the final inspection, the property owner or developer shall
submit to the Township the operation and maintenance agreement and
record drawings, in accordance with Appendix C or D, depicting the stormwater management facilities as constructed.
If requested by the property owner or developer, the Township may
grant an extension of the deadline to submit the record drawings.
(3) The Township may inspect the completed improvements to confirm consistency
with the approved SWM site plan. Following the inspection, if any,
the Township may take one of the following two actions:
(a)
When the Township determines that the stormwater management facilities have been constructed in conformance with the approved SWM permit, the signed SWM inspection report will be provided to the Zoning Department. Once all final inspections are completed, a certificate of use and occupancy will be issued per Chapter
490 of this Code of Ordinances.
(b)
Issue correspondence regarding discrepancies. If the Township
determines that the stormwater management facilities have not been
constructed in accordance with the approved SWM site plan, it shall
issue correspondence addressed to the property owner or developer
summarizing the discrepancies from the approved SWM site plan. Such
correspondence does not by itself constitute an extension of any applicable
SWM permit.
[1]
Upon receipt of correspondence summarizing discrepancies in
the constructed stormwater facilities, the property owner or developer
shall apply for permit extensions, when necessary, and take one of
the following two actions:
[a] Reconstruct the required stormwater management facilities in a manner that complies with the approved SWM site plan. Prior to commencement of the reconstruction work, the property owner or developer shall contact the municipality for an inspection schedule in accordance with the process established in §
415-23B(1).
[b] Submit a revised SWM site plan in accordance with the process established in §
415-18. The revised SWM site plan shall be consistent with the improvements as constructed. Upon receipt, the Township may review the revised SWM site plan in accordance with the review and approval process of §
415-20.
[i]
If the revised SWM site plan is approved, the Township shall
use the signed SWM inspection report for issuance of a certificate
of use and occupancy.
[ii]
If the revised SWM site plan fails to demonstrate that the constructed
stormwater management facilities can comply with the requirements
of this chapter, the Township may then require the property owner
or developer to reconstruct the required stormwater facilities in
accordance with the originally approved SWM site plan.
C. The stormwater management facilities constructed in accordance with an SWM site plan submitted as a component of a subdivision and/or land development plan shall be subject to the completion of improvements requirements of Chapter
430 of this Code of Ordinances and Sections 509 through 511 of the Pennsylvania Municipalities Planning Code, as amended. Record drawings, in accordance with
Appendix D, must be provided prior to the release of any bond or escrow.