[Added 10-12-2010 by Ord. No. 03.2010.03]
[Added 10-25-2010 by Ord. No. 04.2010.04]
A.Â
Purpose. This small wind energy systems section is enacted in accordance
with RSA 674:62 to 674:66 and the purposes outlined in RSA 672:1,
III-a. The purpose of this section is to accommodate small wind energy
systems which are intended to reduce on-site consumption of utility
power in appropriate locations, while protecting the public's health,
safety and welfare. In addition, this section provides a permitting
process for small wind energy systems to ensure compliance with the
provisions of the requirements and standards established herein.
B.Â
FALL ZONE
FLICKER
METEOROLOGICAL TOWER (MET TOWER)
MODIFICATION
NET METERING
POWER GRID
SHADOW FLICKER
SMALL WIND ENERGY SYSTEM
SYSTEM HEIGHT
TOWER
TOWER HEIGHT
WIND GENERATOR
Definitions. As used in this section, the following terms:
The potential fall area for the small wind energy system.
It is measured by using 120% of the total system height as the radius
around the center point of the base of the tower. For example, if
the total system height is 60 feet, the fall zone would be defined
by a circle with a radius of 120% of 60 feet equals 72 feet around
the tower (as measured from the center of the base of the tower).
The moving shadow created by the sun shining on the rotating
blades of the wind turbine.
Includes the tower, base plate, anchors, guy wires and hardware,
anemometers (wind speed indicators), wind direction vanes, booms to
hold equipment for anemometers and vanes, data loggers, instrument
wiring, and any telemetry devices that are used to monitor or transmit
wind speed and wind flow characteristics over a period of time for
either instantaneous wind information or to characterize the wind
resource at a given location. For the purpose of this section, met
towers shall refer only to those whose purpose is to analyze the environmental
factors needed to assess the potential to install, coristruct or erect
a small wind energy system.
Any change to the small wind energy system that materially
alters the size, type or location of the small wind energy system.
Like-kind replacements shall not be construed to be a modification.
The difference between the electricity supplied to a customer
over the electric distribution system and the electricity generated
by the customer's small wind energy system that is fed back into the
electric distribution system over a billing period.
The transmission system, managed by ISO New England, created
to balance the supply and demand of electricity for consumers in New
England.
The visible flicker effect when rotating blades of the wind
generator cast shadows on the ground and nearby structures causing
a repeating pattern of light and shadow.
A wind energy conversion system consisting of a wind generator,
a tower, and associated control or conversion electronics, which has
a rated capacity of 100 kilowatts or less and will be used primarily
for on-site consumption.
The vertical distance from ground level to the tip of the
wind generator blade when it is at its highest point.
The monopole, guyed monopole, or lattice structure that supports
a wind generator.
The height above grade of the fixed portion of the tower,
excluding the wind generator.
The blades and associated mechanical and electrical conversion
components mounted on top of the tower whose purpose is to convert
kinetic energy of the wind into rotational energy used to generate
electricity.
C.Â
Procedure for review.
(1)Â
Building permit. Small wind energy systems and met towers are
an accessory use permitted in all zoning districts where structures
of any sort are allowed. No small wind energy system shall be erected,
constructed, or installed without first receiving a building permit
from the Building Inspector. A building permit shall be required for
any physical modification to an existing small wind energy system.
Met towers that receive a building permit shall be permitted on a
temporary basis not to exceed 18 months.
(2)Â
Rooftop units. Small wind energy systems to be installed on buildings shall be reviewed and approved by the Planning Department pursuant to Architectural Design Regulations. For those systems which are proposed to exceed the height restriction within the zoning district they are to be installed, wind energy systems shall be reviewed and approved as a conditional use. The proposed rooftop systems shall comply with Subsection D(2)(c) through (k) in Subsection D, Standards.
(3)Â
Meteorological (met) towers. The construction of a met tower
for the purpose of collecting data to develop a small wind energy
system is exempt from all provisions of this section; however, the
met tower shall abide with the following requirements:
(a)Â
The construction, installation or modification of a met tower shall require a building permit and shall conform to all applicable sections of the New Hampshire State Building Code and the building codes adopted by the City of Laconia. The information required by Subsection C(4) of this section shall be submitted with the application for a building permit.
(b)Â
Met towers shall be permitted on a temporary basis not to exceed
18 months.
(c)Â
Met towers shall comply with all setback requirements.
(4)Â
Application. A development plan with the following information
shall be submitted:
(a)Â
Property lines and physical dimensions of the applicant's property.
(b)Â
Location, dimensions, and types of existing structures on the
property.
(c)Â
Location of the proposed small wind energy system, foundations,
guy anchors, and associated equipment.
(d)Â
Tower foundation blueprints or drawings; engineered plans may
be required.
(e)Â
Tower blueprints or drawings; engineered plans may be required.
(f)Â
Setback requirements as outlined in this section.
(g)Â
The right-of-way of any public road that is contiguous with
the property.
(h)Â
Utility lines.
(i)Â
Wetlands and/or water bodies and buffers.
(j)Â
Small wind energy system specifications, including manufacturer,
model, rotor diameter, tower height, tower type, nameplate, and generation
capacity.
(k)Â
Small wind energy systems that will be connected to the power
grid shall include a copy of the application for interconnection with
their electric utility provider.
(l)Â
Sound level analysis prepared by the wind generator manufacturer
or qualified engineer.
(m)Â
Electrical components in sufficient detail to allow for a determination
that the manner of installation conforms to all applicable building
codes adopted by the City of Laconia.
(n)Â
Evidence of compliance or nonapplicability with Federal Aviation
Administration requirements.
(o)Â
The Building Inspector/Planning Department may require the applicant
to submit a computer-enhanced viewshed analysis.
(p)Â
List of abutters to the applicant's property.
(q)Â
Method of connecting to the structure(s) on the site and to
the grid. Power lines for such connections shall be located underground.
(5)Â
Abutter and regional notification. In accordance with RSA 674:66,
a municipal Building Inspector shall notify all abutters by certified
mail upon application for a building permit to construct a small wind
energy system. Abutters shall be afforded a thirty-day comment period
prior to the issuance of a building permit. An appeal may be made
to the Building Code Board of Appeals pursuant to RSA 674:34 or to
the Zoning Board of Adjustment pursuant to RSA 676:5, as may be appropriate.
(a)Â
The cost of abutter notification shall be borne by the applicant.
(b)Â
The Building Inspector shall provide notice of the application
for a building permit to the City Council.
(c)Â
The Building Inspector, acting as a local land use board pursuant
to RSA 672:7, shall review an application for a small wind energy
system pursuant to RSA 36:56 to determine whether it is a development
of regional impact, as defined in RSA 36:55. If the Building Inspector
determines that the proposal has the potential for regional impact
he or she shall follow the procedures set forth in RSA 36:57, IV.
D.Â
Standards.
(1)Â
Small wind energy systems must be related to on-site consumption
of power and accessory to the primary use(s) on the lot.
(2)Â
The Building Inspector shall evaluate the application for compliance
with the following standards:
(a)Â
Minimum setback requirements. The setback shall be calculated
by multiplying 1.2 by the system height. This setback is applicable
to occupied buildings on abutting property; property lines; overhead
utility lines; public roads; railroads. The setback is measured from
the center of the tower base to the applicable structures/utilities
previously mentioned. The setback is not applicable to occupied structures
on the participating landowner's property. Example: A one-hundred-fifty-foot-tall
wind energy system requires a setback of 180 feet (150 feet x 1.2).
[1]Â
Small wind energy systems must meet all setbacks
for principal structures for the zoning district in which the system
is located.
[2]Â
Guy wires used to support the tower are exempt
from the small wind energy system setback requirements.
[3]Â
Setbacks from property lines can be waived only
if the affected landowner provides written permission through a recorded
easement allowing the small wind energy system's fall zone to overlap
with the abutting property.
(b)Â
Number of towers. Towers are limited to one per lot.
(c)Â
Tower height. The maximum tower height shall be restricted to
35 feet above the tree canopy that is within 300 feet of the small
wind energy system. In no situation shall the tower height exceed
150 feet.
(d)Â
Sound level. The small wind energy system shall not exceed 60
decibels using the A scale (dBA), as measured at the site property
line, except during short-term events such as severe windstorms and
utility outages.
(e)Â
Shadow flicker. Small wind energy systems shall be sited in
a manner that does not result in significant shadow flicker impacts.
"Significant shadow flicker" is defined as more than 30 hours per
year on abutting occupied buildings. The applicant has the burden
of proving that the shadow flicker will not have significant adverse
impact on neighboring or adjacent uses. Potential shadow flicker will
be addressed either through siting or mitigation measures.
(f)Â
Signs/advertising. All signs and/or advertisements including
flags, streamers, symbols, and decorative items, both temporary and
permanent, are prohibited on the small wind energy system except for
appropriate warning signs.
(g)Â
Telecommunications attachments. All telecommunications features
must be concealed inside the small wind energy system.
(h)Â
Code compliance. The small wind energy system shall comply with
all applicable sections of the New Hampshire State Building Code.
(i)Â
Aviation:
[1]Â
The small wind energy system shall be built to
comply with all applicable Federal Aviation Administration regulations,
including but not limited to 14 CFR Part 77, Subpart B, regarding
installations close to airports, and the New Hampshire aviation regulations,
including but not limited to RSA 422-B and RSA 424. Applicants are
encouraged to contact the Federal Aviation Administration prior to
submitting an application to the City.
[2]Â
No small wind energy system shall be located within
300 feet of the heliport that is located at Lakes Region General Hospital's
85 Spring Street lot, MBL reference as 431-204-57.
(j)Â
Visual impacts. It is inherent that small wind energy systems
may pose some visual impacts due to the tower height needed to access
wind resources. The purpose of this section is to reduce the visual
impacts, without restricting the owner's access to the optimal wind
resources on the property.
[1]Â
The applicant shall demonstrate through project
site planning and proposed mitigation that the small wind energy system's
visual impacts will be minimized for surrounding neighbors and the
community. This may include, but not be limited to, information regarding
site selection, wind generator design or appearance, buffering, and
screening of ground-mounted electrical and control equipment. Where
wind characteristics permit, wind towers shall be set back from the
tops of visually prominent ridgelines to minimize the visual contrast
from any public access. All electrical conduits shall be underground.
[2]Â
The design of the system shall, to the extent reasonably
possible, use nonreflective materials and colors, textures, screening,
and landscaping that will blend the system into the natural setting
and existing environment. White, off-white, gray, or neutral subdued
tones, such as earthtones of green or brown, are also permissible.
Most stock colors are also permissible.
[3]Â
A small wind energy system shall not be artificially
lit unless such lighting is required by the Federal Aviation Administration
(FAA). If lighting is required, the applicant shall provide a copy
of the FAA determination to establish the required markings and/or
lights for the small wind energy system.
(k)Â
Approved wind generators. The manufacturer and model of the
wind generator to be used in the proposed small wind energy system
must have been approved by the California Energy Commission or the
New York State Energy Research and Development Authority, or a similar
list approved by the State of New Hampshire, if available.
(l)Â
Utility connection. If the proposed small wind energy system
is to be connected to the power grid through net metering, it shall
adhere to RSA 362-A:9; any new utility lines required to accomplish
this shall be placed underground.
(m)Â
Access. The tower shall be designed and installed so as not
to provide step bolts or a ladder readily accessible to the public
for a minimum height of eight feet above the ground. All ground-mounted
electrical and control equipment shall be labeled and secured to prevent
unauthorized access.
(n)Â
Clearance of blades. No portion of the residential wind energy
system's blades shall extend within 20 feet of the ground.
(o)Â
Clearing. Clearing of natural vegetation shall be limited to
that which is necessary for the construction, operation and maintenance
of the small wind energy system and as otherwise prescribed by applicable
laws, regulations, and ordinances.
F.Â
Abandonment.
(1)Â
At such time that a small wind energy system is scheduled to
be abandoned or discontinued, the applicant will notify the Building
Inspector by certified U.S. mail of the proposed date of abandonment
or discontinuation of operations.
(2)Â
Upon abandonment or discontinuation of use, the owner shall
physically remove the small wind energy system within 90 days from
the date of abandonment or discontinuation of use. This period may
be extended at the request of the owner and at the discretion of the
Building Inspector. "Physically remove" shall include, but not be
limited to:
(3)Â
In the event that an applicant fails to give such notice, the
system shall be considered abandoned or discontinued if the system
is out of service for a continuous twelve-month period. After the
12 months of inoperability, the Building Inspector may issue a notice
of abandonment to the owner of the small wind energy system. The owner
shall have the right to respond to the notice of abandonment within
30 days from notice receipt date. After review of the information
provided by the owner, the Building Inspector shall determine if the
small wind energy system has been abandoned. If it is determined that
the small wind energy system has not been abandoned, the Building
Inspector shall withdraw the notice of abandonment and notify the
owner of the withdrawal.
(4)Â
If the owner fails to respond to the notice of abandonment or
if, after review by the Building Inspector, it is determined that
the small wind energy system has been abandoned or discontinued, the
owner of the small wind energy system shall remove the wind generator
and tower at the owner's sole expense within three months of receipt
of the notice of abandonment. If the owner fails to physically remove
the small wind energy system after the notice of abandonment procedure,
the Building Inspector may pursue legal action to have the small wind
energy system removed at the owner's expense.
G.Â
Violation. It is unlawful for any person to construct, install, or
operate a small wind energy system that is not in compliance with
this section. Small wind energy systems installed prior to the adoption
of this section are exempt from this section, except when modifications
are proposed to the small wind energy system.
H.Â
Penalties. Any person who fails to comply with any provision of this
section or a building permit issued pursuant to this section shall
be subject to enforcement and penalties as allowed by New Hampshire
Revised Statutes Annotated 676:17.
A.Â
Purpose.
(1)Â
Steep slopes in the City of Laconia are environmentally sensitive
landforms and valuable natural resources, which are of benefit to
the entire City and the surrounding region. The establishment of regulatory
and conservation practices in this sensitive area is needed to protect
public health, safety, community character and heritage and general
welfare. Experience has demonstrated that where steep slopes have
to be disturbed, careful review and regulation including ongoing oversight
and monitoring including mitigation measures are required.
(2)Â
The purpose of this section is to promote responsible stewardship
of development and protect streams and lakes from the consequences
of stormwater runoff and erosion resulting from excessive and improper
construction on steep slopes; to preserve the natural topography,
drainage patterns, vegetative cover, scenic views, wildlife habitats;
and to protect unique natural areas. This section is intended to protect
the City from undue hardship or expense caused by excessive erosion
of hillsides due to improper excavation, drainage, construction of
driveways, or other activities which disturb the fragile soil conditions
of steep slope areas and which activities may result in sedimentation,
erosion, or the creation of watercourses where ones did not previously
exist on neighboring properties or by interfering with the City or
state road drainage system.
B.Â
Findings. Low-impact development (LID) is an approach to land development
(or redevelopment) that works with the existing surface hydrology
to manage stormwater as close to its source as possible. LID employs
principles such as preserving and recreating natural landscape features,
minimizing effective imperviousness to create functional and appealing
site drainage that treats stormwater as a resource rather than a waste
stream. There are many practices that have been used to adhere to
these principles such as bioretention facilities, rain gardens, vegetated
rooftops, rain barrels, and permeable pavements. By implementing LID
principles and practices, stormwater can be managed in a way that
reduces the impact of built areas and promotes the natural hydrologic
cycle within an ecosystem and watershed. Applied on a broad scale,
LID can maintain or restore a watershed's hydrologic and ecological
functions. LID has been characterized as a sustainable stormwater
practice by the Water Environment Research Foundation and others.
(EPA, http://www.epa.gov/nps/lid/#fact, January 2010)
D.Â
Exemptions.
(1)Â
Construction of a single-family home on a legally existing lot
created prior to October 6, 2009, is exempt from this section.
(2)Â
Slopes ancillary to drainage swales along existing roadways.
These slopes shall be measured from the edge of roadway down to the
lowest point of the swale and then back up the side slope to a point
at equal elevation as the roadway. The elevation of the roadway up
the slope into the lot shall be considered the slope under the jurisdiction
of this section.
E.Â
ALTERATION OF TERRAIN
BASAL AREA
BENCHED OR TERRACED SLOPE
CLEAR-CUTTING
EROSION
LOW-IMPACT DEVELOPMENT (LID)
PRECAUTIONARY STEEP SLOPE
PROHIBITIVE STEEP SLOPE
SCENIC VISTA
SEDIMENTATION
SLOPE
SLOPE INTERRUPTION
STEEP SLOPE
VEGETATIVE COVER
Definitions. As used in this section, the following terms shall have
the meanings indicated:
Any activity proposing to dredge, excavate, place fill, mine,
transport forest products or any activity proposing to significantly
alter the characteristics of the terrain, in such a manner as to impede
the natural runoff or create an unnatural runoff.
The cross-sectional area of a tree measured at a height of
4Â 1/2 feet above the ground, usually expressed in square footage
per acre for a stand of trees.
A land-filling practice along a slope that results in a relatively
horizontal surface that is greater than 10 feet wide as measured from
the intersection with the original slope.
Harvesting all the trees in one area at one time, a practice
that can encourage fast rainfall or snowmelt runoff, erosion, sedimentation
of streams and lakes, and flooding, and destroys vital habitat. (http://www.epa.gov/OCEPAterms/cterms.html)
The wearing away of the ground surface as a result of the
movement of wind, water, ice, and/or land disturbance activities.
A land development practice that decentralizes the retention
and detention of stormwater runoff to replicate the surface runoff
hydrologic conditions that existed prior to development activities.
Land with a slope that ranges from 15% up to but not inclusive
of 25%. For determining the steep slope category, slope percentages
are rounded to the nearest whole number.
Land with a slope that equals or exceeds 25%. For determining
the steep slope category, slope percentages are rounded to the nearest
whole number.
An area in which a view of a particular scenic beauty or
historically significant area is achievable.
The process by which sediment resulting from accelerated
erosion has been or is being transported from the site of the land-disturbing
activity into a lake, natural watercourse or wetland, or drainageway.
The degree of deviation of a surface from the horizontal,
usually expressed in percent or degrees, or vertical rise over a horizontal
run.
A land development practice performed along a slope that
is designed to slow stormwater runoff velocity, dissipate erosive
forces, promote a sheetflow-like surface runoff characteristic, and
trap sediment and soluble pollutants.
Land with a slope that equals or exceeds 15% and has a slope-length
of 10 feet or greater.
Grasses, shrubs, trees, and other vegetation which holds
and stabilizes soils and resists erosion.
F.Â
Permitted uses.
(1)Â
The following uses are permitted by right (with site plan/subdivision
approval where required) within both precautionary and prohibitive
steep slope areas:
(2)Â
The following uses are permitted by conditional use permit (with
site plan/subdivision approval where required) within both precautionary
and prohibitive steep slope areas:
(a)Â
Logging; however, only 25% of the basal area of timber located
on steep slopes may be taken within a three-year period, and the CUP
application submission must include a restoration/replanting plan.
(b)Â
Alteration of terrain activities, including but not limited
to constructing roadways, driveways, buildings, utilities, parking
areas, drainage structures, infrastructure, and any associated grading.
(c)Â
Clear-cutting may be permitted only as a forestry practice to
correct a serious disease, insect damage, or blowdown condition, provided
that the need for such action is certified by a licensed professional
forester and is carried out in accordance with an approved forestry
management plan and supervised by a licensed, professional forester.
G.Â
Standards for granting conditional use permit.
(1)Â
Precautionary steep slope criteria.
(a)Â
Proposed alteration of terrain activities shall be designed
to meet the highest standard of care for public safety; shall protect
against damages to nearby and down-slope properties; shall not result
in impairment of sensitive environments; and shall preserve high-scenic-value
vistas and the community's character and heritage.
(b)Â
Uses of LID practices as outlined in the New Hampshire Department
of Environmental Services (NHDES) Stormwater Manual, Volume 2, are
considered activities that aid in preserving the predevelopment surface
hydrology and minimize environmental impacts and shall be used to
the maximum extent possible.
(c)Â
Stormwater management systems shall be designed for the twenty-four-hour,
two-year storm event for treatment and for the fifty-year storm event
for system sizing and water detention/retention. An analysis for the
one-hundred-year design storm shall be completed to ensure the system
is capable of conveying the storm flow rate and volume and will not
have significant adverse visual, environmental, or safety impacts.
The post-development peak runoff rate shall not exceed the pre-development
peak runoff rate. Sizing and selection shall be in accordance with
the NHDES Stormwater Manual, Volume 2, as amended.
(d)Â
Stormwater infiltration practices shall be sized based upon
the criteria and methods outlined in the NHDES Stormwater Manual,
Volume 2, Sections 2-4 and 4-3, as amended. Stormwater infiltration
practices are allowed in benched or terraced slope areas only if the
applicant can demonstrate that the practice will not reduce the stability
of fill and existing slope areas or create conditions that may result
in a slope failure.
(e)Â
A stormwater management report shall be provided which must
include at least the following: a narrative of the existing and proposed
surface hydrology, identification of nearby surface water bodies and
sensitive environments, a summary of existing and proposed surface
hydrology subcatchment runoff coefficients, a High Intensity Soil
Survey (HISS) soil survey for the proposed development areas, a summary
of pre and post-development peak runoff rates and volumes for the
two-year, fifty-year and one-hundred-year design storm events, a narrative
assessment of receiving stream corridors, a summary of channel protection
criteria in accordance with the NHDES Stormwater Manual, Volume 2,
Section 2-6, as amended, and a summary of selected management structures
and practices demonstrating the selection as the least impacting and
most compatible with the existing topography.
(f)Â
Benched or terraced slopes for the construction of building
lots, roadways, parking lots, pools, impervious surfaces, utility
structures, underground structures, any other stormwater-related improvements
and landscaping shall be allowed only if the applicant can demonstrate
that it is the least impacting alternative.
(g)Â
Roads and driveways shall follow the natural topography to the
greatest extent possible in order to minimize the potential for erosion
or concentrated surface runoff and shall be consistent with other
applicable regulations of the City and current engineering practices.
(h)Â
Road and driveways may cross slopes, provided that the resulting
fill slope does not exceed 25% and the applicant can demonstrate that
such road or driveway will not have significant adverse visual, environmental,
or safety impacts.
(i)Â
A retaining wall may be used, designed, and constructed to minimize
impacts to slopes, provided that the wall will not have a significant
adverse visual, environmental, or safety impact and that proper drainage
is provided for the stability of the wall. Retaining walls shall be
engineered if they are greater in height than four feet.
(j)Â
The top and bottom of a cut-and-fill slope shall be set back
from structures a distance that will ensure the safety of the structure
in the event of the collapse of the cut-or-fill slopes. Such distance
shall be at least six feet plus 1/2 the height of the cut or fill
or 10 feet, whichever is greater. A structure may be built on a cut-and-fill
slope or at the toe of a cut-and-fill slope if it is properly designed
by a licensed professional engineer to retain the slope and withstand
the forces exerted on it by the retained slope. A geotechnical report
prepared by a licensed professional engineer shall be provided summarizing
the analysis of these conditions.
(k)Â
Alteration of steep slopes shall be undertaken in workable units
or phases in which the disturbance can be completed and stabilized
in one construction season so that areas are stabilized and not left
bare and exposed during winter and spring thaw periods (i.e., October
15 through April 15).
(l)Â
Disturbance of existing vegetative ground cover shall not take
place more than 15 days prior to grading and construction and shall
be preceded with the installation of appropriate erosion control barrier
and temporary stormwater control measures.
(m)Â
Stockpiling shall not be permitted on slopes greater than 10%.
(n)Â
Fill soils used for alteration of terrain shall be no less granular
than the soil upon which it is placed and shall drain readily.
(o)Â
Compaction of fill soils in fill areas shall achieve 95% of
its maximum dry density as determined by ASTM D-1577-02, ASTM 1556-00,
and ASTM D2922-01.
(p)Â
An erosion control plan and construction schedule, both of which
include winter maintenance protocols, shall be prepared in accordance
with the NHDES Stormwater Manual, Volume 3, as revised.
(q)Â
A third-party licensed professional engineer, paid for by the applicant, shall be retained by the City to conduct weekly construction oversight on behalf of the City to monitor compliance with CUP requirements and implementation of the erosion control plan, and to provide technical assistance to the property owner, applicant, and construction team and the City as needed if erosion control and water quality issues arise on site because of the slopes and associated stormwater and drainage. Inspection reports shall be submitted to the City after every 0.5-inch storm or once a week, whichever is less frequent. Reports shall also be provided to the applicant and the design engineer who is expected to provide the as-built as described below in Subsection G(1)(r).
(r)Â
An as-built plan shall be provided to the City following completion
of the project, certified by a licensed professional engineer, preferably
the engineer who drafted the approved plan, certifying that all buildings
and infrastructure were completed per the approved plan and all stormwater
infrastructure and LID infrastructure were installed and functioning
as designed. The licensed professional engineer shall provide interim
and milestone completion reports to the City documenting inspection
of the construction of major infrastructure components, including
but not limited to infiltration practices, stormwater treatment practices,
retaining walls, benched or terraced slopes, and roadways. The licensed
professional engineer must inspect the construction activities at
regular intervals to certify that proper excavation depths, soil amendments,
materials, pipe sizes, elevations, and fill lifts were installed in
accordance with the approved plans.
(2)Â
Prohibitive slope criteria.
(b)Â
A tree survey shall be completed for the site for all areas
within prohibitive slopes, as well as all areas within 75 feet from
prohibitive slopes. No more than 50% of the tree cover may be removed
from slopes and this seventy-five-foot area for construction.
(c)Â
Stormwater infiltration practices shall be prohibited in prohibitive
slopes areas, as well as the area within 75 feet up gradient of prohibitive
slopes.
(d)Â
Benched or terraced slopes for the construction of building
lots, roadways, parking lots, pools, impervious surfaces, utility
structures, underground structures, and landscaping shall be allowed
only if the applicant can demonstrate that it is the least impacting
alternative. A geotechnical engineering evaluation shall be performed
of all benched or terraced slopes by a licensed professional engineer
with geotechnical experience. A detailed summary report of the geotechnical
evaluation shall be provided with the application.
(e)Â
Roads and driveways shall cross slopes only up to 30%, provided
that the resulting fill slope does not exceed 25% and the applicant
can demonstrate that such road or driveway will not have significant
adverse visual, environmental, or safety impacts. Roadways and driveways
are not permitted within prohibitive slopes of greater than 30%. Slopes
of a half percentage or greater shall be rounded up to the nearest
whole number.
(f)Â
Disturbance of rock outcrops and bedrock shall be by means of
explosives only if labor and machines are not effective and only if
rock blasting is conducted in accordance with applicable regulations
on the City and the State of New Hampshire. A pre-blasting survey
shall be performed of all structures, wells and septic systems within
a one-thousand-foot radius of the blasting activities. Vibration monitoring
shall be performed for all blasting events. Copies of the preblasting
survey and vibration monitoring reports shall be provided to the City
prior to the start of blasting.
(g)Â
A geotechnical report shall be provided which must include the
location of major geographic and geologic features, the depth to bedrock,
structural features, folds, fractures, and potential slide and high-hazard
areas. The report shall include details of the overburden soils, including
but not limited to shrink-swell potential, groundwater table elevation,
general soil classification, erosion potential, and suitability of
soils for foundations, infiltration practices, benched or terraced
slopes, and retaining wall structures.
(h)Â
During construction cut-and-fill slopes 25% or greater shall
include temporary slope interruption every 20 feet until a permanent
stabilized surface is established. Detention ponds, drainage swales
and an area within a ten-foot radius of the building and/or structure
are exempt.
(i)Â
A third-party licensed professional engineer, paid for by the
applicant, shall be retained by the City to conduct daily construction
oversight while construction is occurring in or within 50 feet of
prohibitive slope areas. This third-party licensed professional engineer
paid for by the applicant shall act on behalf of the City to monitor
compliance with CUP requirements and implementation of the erosion
control plan, and to provide technical assistance to the property
owner, applicant, and construction team and the City as needed if
erosion control and water quality issues arise on site because of
the slopes and associated stormwater and drainage. Inspection reports
shall be submitted to the City after every 0.5-inch storm or once
a week, whichever is less frequent. Reports shall also be provided
to the applicant and the design engineer who is expected to provide
the as-built as described above in Subsection (G)(1)(r).