The following items are set out as minimum standards and are
not intended to be a complete and final presentation as to what a
plan should show. The applicant may submit or be required to submit
to the Conservation Commission any further information which will
assist in the review and which is deemed necessary to determine the
proposed effect on the interests protected by the bylaw.
A. General impacts.
(1) A USGS quadrangle map indicating the site within the region, i.e.,
a locus map.
(2) Plan view and cross-section drawings at an appropriate scale, showing
existing and proposed conditions and including the following when
applicable (preparation by a registered civil engineer or landscape
architect recommended):
(b)
Total watershed area in which the site is located.
(c)
Subwatersheds of the site.
(e)
Elevation above sea level and bench mark used to establish data.
(f)
Contours of the existing site in two-foot intervals (contours
beyond site boundaries may be required where necessary to assess impacts).
(g)
Contours of the proposed site topography in two-foot intervals.
(h)
All statutory wetlands (by botanical criteria) and land subject
to flooding according to the 100-year flood elevations.
(i)
Location of all surface water, temporary or permanent.
(j)
Areas where vegetation will be altered.
(k)
Location of all existing watercourses and any proposed alterations,
including location of temporary erosion control.
(l)
Elevations of inverts, slopes and capacities of all drainage
ditches, culverts or water conductors that will be constructed or
impacted by the project.
(m)
Location and elevation of lowest habitable floor of all structures.
(n)
Location of existing and proposed wells on the site, and all
domestic wells within 100 feet of the site.
(o)
Location and elevation of all septic systems on the site and
within 100 feet of the site.
(p)
Location and date of soil borings with a cross-sectional soil
summary of the boring.
(q)
Location and date of deep test hole and groundwater level determination.
(r)
Location of all existing and proposed rights-of-way, easements
and restrictions.
(s)
Grades indicating the amount of soil and gravel to be removed.
(t)
Limits of construction shown on a plan.
(u)
Location of all houses, roads and other structures shown on
a plan.
(v)
All belowground alterations and structures, including utility
lines, drainage structures and storage tanks.
(w)
A buffer of naturally occurring, undisturbed vegetation measuring
50 feet from the edge of a wetland.
(x)
Location of any public water supply wells within the watershed.
B. Excavation or filling.
(1) Describe depth, type and location of material to be removed and location
of its disposition.
(2) Specify location, volume and type of material to be used for fill.
(3) Describe methods of stabilizing fill.
(4) Describe methods of disposal of stumps and boulders.
C. Public or private water supply and groundwater. All surface watercourses,
ponds, springs, wells and aquifer recharge areas are considered potential
water supplies. Any proposed alterations of these resources should
be accompanied by registered engineering data demonstrating that the
alteration will not compromise the public interest.
D. Storm damage. Complete plans and data should be provided to show
zero change in the peak rate and volume of runoff from the site. Calculations
based on existing conditions and proposed conditions for the ten-,
twenty-five and 100-year storm will be necessary for:
(3) Changes in the flood storage characteristics.
(4) Flood routing through detention ponds (inflow/outflow hydrograph).
(5) Time of concentration of each watershed.
E. Prevention of pollution, siltation and erosion.
(1) Where on-site subsurface sewage disposal is to be used, the Conservation
Commission reserves the right to specify the minimum horizontal distance
from any waterway based upon site-peculiar soil conditions.
(2) Core drilling or test pits to substantiate any localized departure
from the findings of the latest NRCS Soil Maps of the Town will be
necessary. Plans submitted must show location and elevation of leaching
field and elevation of referenced core drillings or test pits.
(3) Proof shall be required that 50% of each lot in the case of subdivision
meet the minimum standards as stated in Title 5 of the State Environmental
Code governing septic systems.
(4) Any chemicals, effluents or other substances to be discharged should
be stipulated and shown not to constitute pollution to either surface
water or groundwater.
(5) Methods of long-term maintenance of proposed surface drainage facilities
should be specified.
(6) An erosion control plan shall be submitted describing all methods
(temporary, during construction and maintenance support after construction)
to control erosion and siltation in the site.
F. Construction and excavation setbacks.
(1) Minimum construction and excavation setbacks will be viewed on a case-by-case basis. Construction includes housing, commercial buildings, garages and similar structures. Information to be assessed should include but not be limited to leaching, erosion, drainage, on-site ponding and general effects on wetlands. Specific attention should be given to the interests protected by the bylaw as stated in §
304-1 of the bylaw. FEMA Flood Insurance Rate Maps and Title 5 Regulations should be used where applicable.
[Amended 11-16-2022]
(2) A buffer of naturally occurring vegetation measuring 50 feet from
the edge of all wetlands and water bodies must remain undisturbed.
(3) Recent Longmeadow experience has shown that banks of dingles and
surface drainage gullies are unstable, causing significant volumes
of soil to deposit in streambeds or upon wetlands. Structures located
closed to the top of such banks are threatened with foundation undermining,
requiring costly repairs. As a result of these undesirable situations,
future proposals for construction in a wetland buffer zone must comply
with the setback criteria from the tops of slopes as shown in Figure
1.
A
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=
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Edge of wetland or bordering vegetated wetland.
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B
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=
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Intersect of ground surface with a hypothetical slope no steeper
than 2 feet horizontally to every 1 foot vertically from point A.
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d
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=
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Distance of proposed foundation of any structure from point
B, minimum of 20 feet.
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(4) Plans of proposed structures within the 100-foot buffer or 200-foot
riverfront area must include a profile of the area from Point A to
the proposed structure, showing the point of intersection of a hypothetical
2:1 slope from Point A. Plan views should show the location of this
line of intersect and the site marked with a line of stakes.
[Amended 11-16-2022]
(5) It will be required that all proposed plans for structures in the
buffer zone and adjacent to a dingle bank provide data on one or more
samples of soil core drillings made to a depth equal to the depth
of any soil planned to be disturbed during the construction process
at the proposed location of the foundation adjacent to the top of
the bank.
G. Landscaping and erosion control.
(1) Protective cover to be maintained on all embankments facing lakes,
ponds, marshes and streams:
(a)
No removal of flow brush within 50 feet of a wetland; however,
brush may be topped to a height of three feet.
(b)
No clear-cutting of standing trees and surface vegetation, only
selective thinning of standing trees to a spacing not to exceed five
feet from a wetland.
(c)
Pathways and stairs to be allowed only if constructed across
slope at less than 5% grade with switchbacks.
(2) Preferred method of access down banks bordering water is elevated
stairway.
(3) Any area proposed for removal of vegetation where soil will be exposed
for more than 10 days shall be mulched, or otherwise treated, to prevent
erosion.
H. Drainage.
(1) Calculations shall be supplied for ten-, twenty-five and 100-year
interval storms. Methodology and information sources shall be supplied.
Calculations should show predevelopment conditions and post-development
conditions for comparative purposes.
(2) Drainage shall be designed to:
(a)
Use infiltrative techniques wherever possible, including leaching
catch basins, retention basins and detention basins.
(b)
Employ vegetated wetlands as receivers for drainage from porous
paving.
(c)
Maximize use of permeable surfaces, including porous paving,
for parking areas.
(d)
Encourage the utilization of open ditches instead of pipes wherever
possible.
(3) Drainage structures shall be designed to handle at least a twenty-five-year
storm.
(4) Design shall show no increase in peak volume flow.
(5) Design shall show no increase in downstream flooding.
(6) Design shall show no increase in upstream flooding.
(7) Projects within drawdown and recharge areas for public water supply
wells may not decrease total recharge nor introduce constituents to
surface water or groundwater other than those normally found in domestic
sewage nor in equilibrium concentrations which will exceed safe water
drinking standards as set by the Commonwealth of Massachusetts or
EPA, whichever are more stringent.
(8) For residential construction projects, methods or handling roof and
driveway runoff shall be shown.
(9) Any discharge into a wetland or buffer area shall be regulated by
the Conservation Commission under the bylaw whether or not the pipe
actually intrudes into the buffer area or wetland. Design plans must
be submitted to the Conservation Commission for review and approval
in such instances.
I. Stream relocation and channelization. Applicant shall provide information
on:
(1) Carrying capacity of stream.
(3) Vegetation within stream and on its banks in the area of the proposed
project.
(4) Water velocities at base flow, mean flow and annual flood flows.
(5) Calculations to prove that velocities will be the same after relocation
or channelization.
(6) Erosion and sedimentation control during construction.
(7) Erosion and bank stabilization control plan for post-construction.
(8) Proposed time table for construction.
The Conservation Commission may vary these regulations at its discretion after making a finding that the proposed work will not cause significant adverse impact on the interests protected by the Longmeadow General Wetlands Bylaw (Chapter
304).