The following items shall be included in the SWM site plan:
A. The date of the SWM site plan and latest revision, graphic scale,
written scale and North arrow.
B. 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.
C. The file or project number assigned by the firm that prepared the
plan.
D. A statement, signed by the landowner, acknowledging the SWM facilities
are to be permanent fixtures that cannot be altered or removed unless
a revised plan is approved by Ephrata Borough.
E. The signature blocks from Appendixes 1 through 3.
F. For SWM facilities located off-site;
(1)
A note on the plan referencing a recorded stormwater operation
and maintenance (O & M) agreement that indicates the location
and responsibility for maintenance of the off-site facilities.
(2)
All off-site SWM facilities shall meet the performance standards
specified in this chapter.
G. A note informing the owner that Ephrata Borough representatives shall
have the right of entry for the purposes of inspecting all stormwater
conveyance, treatment, or storage facilities.
H. A location map, drawn to a scale of a minimum of one inch equals
2,000 feet, relating the plan to municipal boundaries, at least two
intersections of road centerline or other identifiable landmarks.
I. Existing features.
(1)
In areas of disturbance, contours at intervals of one foot or
two feet. In areas of steep slopes (greater than 15%) and areas undisturbed,
five-foot contour intervals may be used.
(2)
The locations of all existing utilities (including on lot disposal
systems and wells), sanitary sewers, and water lines and associated
easements.
(3)
Physical features, including flood hazard boundaries, wetlands,
sinkholes, streams, lakes, ponds and other waterbodies, existing drainage
courses, karst features, areas of native vegetation, including trees
greater than six inches diameter at breast height, woodlands, other
environmentally sensitive areas and the total extent of the upstream
area draining through the development site.
(4)
An overlay showing soil names and boundaries.
(5)
All existing man-made features within 200 feet of the development
site boundary.
(6)
Inlets or other entry points to the MS4 both on-site and off-site
that could receive drainage from the site.
(7)
Show all existing impervious surfaces.
(8)
The locations of all existing SWM facilities, including BMPs,
drainage structures, pipes, open channels, and swales. Note whether
any existing SWM facilities serve other lots which are not part of
the proposed development.
(9)
The location of all existing easements, including drainage easements,
access easements and riparian corridor easements.
J. Proposed features.
(1)
Changes to the land surface and vegetative cover, including
final proposed contours at intervals of one foot or two feet in areas
of disturbance. In areas of steep slopes (greater than 15%) and areas
undisturbed, five-foot contour intervals may be used.
(2)
Proposed structures, roads, paved areas, buildings and other
impervious and semi-impervious areas.
(3)
The location of any proposed on-lot disposal systems, replacement
drainfield easements, and water supply wells.
(4)
A note indicating existing and proposed land use(s).
(5)
Plan and profile drawings of all proposed SWM facilities, including
BMPs, drainage structures, pipes, open channels, and swales.
(6)
Where pervious pavement is to be installed, pavement material
and construction specifications shall be included.
(7)
The location of all proposed easements, including drainage easements,
access easements and riparian corridor easements.
(8)
A planting plan shall be provided for all vegetated BMPs in accordance with §
275-301O.
K. The location of all E&S control facilities.
L. The plans should clearly indicate the need for a preconstruction
meeting to be held prior to earth-moving activities and recordation
of the plan and include personnel from the following:
(2)
Ephrata Borough Engineer.
(3)
The Lancaster County Conservation District.
(5)
The consulting firm that prepared the plan.
(6)
Site operator (entity with day-to-day control of the site).
(8)
Anyone else deemed necessary.
M. A note indicating that all items needing inspection shall be coordinated
by the owner and/or site operator (contractor). All requests for required
inspections by the contractor are to be deemed as approved requests
on behalf of the owner.
N. The actual existing and proposed lot coverage in square feet, in
addition to the percentages, should clearly be shown on the data provided
on the plan. This should correlate to the design information in the
required post-construction stormwater management report to be used
as a benchmark for all future impervious surface changes.
O. When applicable, notation should be added to the plan stating that,
"all impervious surfaces to be removed are to be removed full depth,
including any stone base," so as to receive credit as a post-development
condition pervious surface in the stormwater management design. A
statement, signed by the owner and any successor, acknowledging that
the impervious surfaces to be removed full depth function as the SWM
facilities for this project and cannot be added back or altered or
increased unless a revised plan is approved by the Borough must be
provided.
P. A note indicating construction site operators are required to control
waste at the construction site that may cause adverse impacts to water
quality. These wastes can include discarded building materials, concrete
washout, chemicals, litter, and sanitary waste.
Q. PCSM title blocks outlining each individual post-construction stormwater
management BMP and/or facility per Appendix 13.
Applicants are encouraged to schedule a preapplication meeting
to review the overall stormwater management concept with Municipal
staff/Engineer. The preapplication meeting is not mandatory and shall
not constitute formal filing of a plan with the Borough. Topics discussed
may include the following;
A. Available geological maps, plans and other available data.
B. Findings of the site analysis, including identification of any environmentally
sensitive areas, wellhead protection areas, riparian corridors, hydrologic
soil groups, existing natural drainageways, karst features, areas
conducive to infiltration to be utilized for volume control, etc.
C. Results of infiltration tests.
D. Applicable municipal Subdivision and Land Development and/or Zoning Ordinance provisions.
E. The conceptual project layout, including proposed structural and
nonstructural BMPs.
F. Potential impacts to the MS4 (including inlets to the MS4 off-site
but may receive drainage from the site) and possible protection measures
and BMPs.