CHAPTER
Env-Wt 900
STREAM CROSSINGS; CERTIFIED CULVERT MAINTAINER PROGRAM
Statutory
Authority: RSA 482-A:11
REVISION
NOTE:
Document #12809, effective 12-15-19,
adopted or readopted with amendment all of the rules
in Chapter Env-Wt 900 and changed the chapter heading
from “Stream Crossings” to “Stream Crossings; Certified Culvert Maintainer
Program.”
Document #12809 replaces all prior
filings for rules in the former Env-Wt 900.
The prior
filings for former Chapter Env-Wt 900 included the
following documents:
#9714, eff 5-12-10
#10491, eff 12-21-13
#12578, eff 7-21-18
PART Env-Wt
901 PURPOSE; APPLICABILITY; EXEMPTIONS;
INCORPORATED DEFINITIONS;
ABBREVIATIONS AND ACRONYMS
Env-Wt
901.01 Purpose. The purpose of this chapter is to:
(a)
Enhance public safety by establishing standards for stream crossings
that are designed to lessen the risk of blockages and wash-outs
of culverts and bridges, and the associated flooding, which can jeopardize
property and human lives upstream and downstream of such crossings;
(b)
Preserve and enhance the functions and values of existing streams,
support the restoration of impacted streams to their natural state, and improve
aquatic organism passage and sediment transport, while recognizing that:
(1) Well-managed forest management activities,
normal agricultural operations, and trail activities play important roles in
New Hampshire’s economy; and
(2) Such activities, when designed and undertaken
in accordance with established BMPs, can protect and maintain water quality;
and
(c)
Implement the program established by RSA 482-A:3, XVII - XIX to certify
certain individuals to maintain, repair, replace, or modify certain culverts.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
901.02 Applicability.
(a) Minimum
impact routine roadway maintenance activities conducted in accordance with Env-Wt 308.04 or Env-Wt 309.03;
(b)
All crossings of perennial streams and intermittent streams shall be
subject to Env-Wt 903 and Env-Wt
904 unless the work on the crossing is:
(1) Exempted under Env-Wt
901.03; or
(2) Undertaken in accordance with the certified
culvert maintainer program established by RSA 482-A:3, XVII - XIX and Env-Wt 905.
(c)
This chapter shall not apply to crossings of drainage swales or
ephemeral streams.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19; amd
by #12954, eff 12-24-19
Env-Wt
901.03 Exemptions. The following activities and crossings shall
be exempt from Env-Wt 903 and Env-Wt
904, provided they are conducted in accordance with all applicable conditions:
(a)
Minimum impact routine roadway maintenance activities conducted in
accordance with Env-Wt 308.04, or Env-Wt 309.03
(b) Minimum impact projects to allow vehicular
access to a piece of property for forest management activities, conducted
in accordance with Env-Wt
520;
(c) Minimum impact agricultural activities conducted
in accordance with Env-Wt
522;
(d)
Minimum impact trail activities conducted in accordance with Env-Wt 517; and
(f)
Temporary crossings, so long as the area in which the crossing was
placed is restored to pre-installation conditions when the crossing is removed.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19, amd
by #12954, eff 12-24-19
Env-Wt
901.04 Incorporated Definitions, Abbreviations,
and Acronyms. Any term, abbreviation, or acronym used in
this chapter that is defined in Env-Wt 100 shall have
the meaning established therein, as summarized in Appendix E.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
PART Env-Wt 902 DEFINITIONS
Env-Wt
902.01 “Aggradation” means the raising
of the grade or level of the bed of a watercourse by the deposition of
detritus, sediment, or other material.
Source. (See Revision Note at chapter heading for Env-Wt 900) #12809, eff 12-15-19
Env-Wt
902.02 “Aquatic organism” means any
plant or animal species that spends at least a portion of its life-cycle submerged in fresh water, salt water, or
both. The term includes but is not
limited to fish, amphibians, reptiles, and macroinvertebrates. The term does not include any exotic aquatic
weed as defined in RSA 487:16, II, reprinted in Appendix C, or any exotic
aquatic species of wildlife as defined in RSA 487:16, I-a, reprinted in
Appendix C, that has been identified by the exotic aquatic weeds and species
committee pursuant to RSA 487:30.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
902.03 “Bankfull
depth” means the distance from the water surface to the bed of the channel
during bankfull flow.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
902.04 “Bankfull
flow” means the volume of flow in a watercourse at which water begins to
overflow one or both banks.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
902.05 “Bankfull
width” means the width of the surface water flow at bankfull
flows.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
902.06 “Closed-bottom culvert” means a
culvert that has a solid top, solid sides, and solid bottom, such that its
cross-section is continuous. The term
includes a closed-bottom culvert of any shape in cross-section, including but
not limited to square, rectangular, circular, or oval.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
902.07 “Connectivity” means the upstream
and downstream reaches of a watercourse that meet at or via a stream crossing
are hydrologically and geomorphically uninterrupted.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
902.08 “Design storm” means a rainfall
event of a specified duration, intensity, and return frequency that is used
when determining runoff rate and volume.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
902.09 “Embedded” means, when referring
to a stream crossing structure, buried within the stream bed to such an extent
that the natural substrate material, water depths, and velocities at a variety
of flows within the crossing structure are comparable to those found in the
reference reach.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
902.10 “Entrenchment ratio” means the
ratio of the flood-prone width to the bankfull width.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt 902.11 “Existing legal crossing” means a stream
crossing for which:
(a)
All applicable federal, state, and local requirements were met when the
crossing was originally installed; and
(b)
If the crossing was modified, repaired, or reconstructed subsequent to its original installation, the work, when
undertaken, met all applicable federal, state, and local requirements.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
902.12 “Flood-prone width” means the
width of flow at 2 times the maximum bankfull depth.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
902.13 “Geomorphic compatibility” means
the long-term ability of a stream crossing to:
(a)
Minimize potential for obstruction by sediment, wood, and debris;
(b)
Preserve the natural alignment of the stream; and
(c)
Accommodate the entrenchment ratio, bank full depth, and channel slope
of the stream.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
902.14 “Grade control” means a structure,
typically made of stone, wood, or concrete, that sits on the bed of a
watercourse to prevent or arrest bed erosion by controlling the energy and
velocity of water that passes over it.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19; ss by #12954, eff 12-24-19
Env-Wt 902.15
“High bank erosion” means a condition in a watercourse, or in a waterbody where
the banks are subject to waves or currents, where the lower portion of the bank
has been eroded to such an extent that the upper portion of the bank has
collapsed.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
902.16 “Hydraulic capacity” means a
measure of the ability of a stream, channel, or conduit to allow water to pass.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
902.17 “Longitudinal profile” means a
graphical representation of stream gradient surveyed along the reference reach
to illustrate elevation changes shown along a stream reach.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
902.18 “NH stream crossing guidelines”
means the New Hampshire Stream Crossing Guidelines published by the University
of New Hampshire dated May 2009, which can be downloaded for free at https://www.des.nh.gov/sites/g/files/ehbemt341/files/documents/2020-01/lrm-unh-stream-crossing.pdf.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
902.19 “Open-bottom culvert” means a
bottomless culvert that preserves the natural stream substrate and does not
disturb the streambed. The term includes
semicircular arch culverts, elliptical arch culverts, and 3-sided concrete box
culverts.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
902.20 “Permanent crossing” means a
crossing that is intended to remain in place for 2 years or more after
installation, regardless of the purpose for its installation.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
902.21 “Pipe arch” means a culvert that
has rounded sides, a rounded top, and a flat bottom.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
902.22
“Reference reach” means a section of the stream unaffected by
existing infrastructure, typically the length of 7 to 10 bankfull
widths, that is used to establish the baseline conditions the stream crossing
should replicate to the greatest extent practicable.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
902.23 “Rehabilitation” as applied to a stream
crossing means installation of new structural components in or on an existing
legal structure to allow the structure to remain in place that does not qualify
as repair or replacement. The term
includes but is not limited to slip-lining and installation of wing-walls or
toe walls or any combination thereof.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
902.24 “Repair” as applied to a stream
crossing means work on an existing legal structure to allow the structure to
remain in place where the necessary work does not include the installation of
new structural components.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
902.25 “Replace in-kind” as applied to a
stream crossing means the removal of all or a portion of an existing legal
structure and the installation of a new structure or new portion of the
structure that is the same or functionally equivalent to the original structure
in all material aspects, including size, dimensions, location, and
configuration.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
902.26 “Replacement” as applied to a
stream crossing means the removal of all or a portion of an existing legal
structure and the installation of a new structure or new portion of the
structure that does not qualify as a repair or a replacement in-kind.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
902.27 “Self-mitigating” as applied to
stream crossings means the design of the crossing incorporates measures or
features to offset the loss of the affected resource’s functions and values in
an area where the new functions and values are sustainable. Examples of self-mitigating measures or features
include, but are not limited to, eliminating a barrier to aquatic organism
passage, improving the hydraulic capacity of an under-sized crossing, and
improving geomorphic compatibility.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
902.28
“Sinuosity” means, for a selected reach, the ratio of the length of the
reach measured along the lowest elevation within the channel to the
straight-line distance between the starting point of the reach and ending point
of the reach.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
902.29 “Span structure” means a
structure that crosses from the top of one bank to the top of the opposite
bank, such that no portion of the structure, including but not limited to
supports and buttresses, disturbs the stream channel or its banks or any other
jurisdictional area.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
902.30 “Stream channel” means a channel
that carries the bankfull flow of a watercourse.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
902.31 “Stream enhancement” means the
manipulation of the physical, chemical, or biological characteristics of a
stream, or any combination thereof, undertaken to heighten, intensify, or
improve one or more specific stream functions, where the work does not qualify
as total stream restoration because it does not result in a gain of natural
stream reach. The term includes but is
not limited to in-stream or stream bank stabilization activities that restore
one or more of the natural riverine attributes such as dimension, pattern, or
profile.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
902.32 “Stream simulation” means a
method of designing and constructing a stream crossing structure, in which the
structure created within the channel is as similar as possible to the natural
channel in both physical structure and function, and which takes into account
appropriate bed forms and streambed characteristics so that water depths and
velocities within the crossing structure at a variety of flows are comparable
to those found in the natural channel upstream and downstream of the stream
crossing.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
902.33 “Temporary crossing” means a
crossing that will remain in place for less than 2 years after installation.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
902.34 “Tier 1 stream crossing” means a
crossing that meets the criteria specified in Env-Wt
904.03(a).
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
902.35 “Tier 2 stream crossing” means a
crossing that meets the criteria specified in Env-Wt
904.04(a).
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
902.36 “Tier 3 stream crossing” means a
crossing that meets the criteria specified in Env-Wt
904.05(a).
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
902.37 “Tier 4 stream crossing” means a
crossing that meets the criteria specified in Env-Wt
904.06(a).
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
PART Env-Wt 903 STREAM
CROSSINGS: CLASSIFICATIONS AND APPLICATIONS
Env-Wt
903.01 Classification of Stream
Crossings and Stream Crossing Projects.
(a)
Stream crossings shall be classified as tier 1, tier 2, tier 3, or tier
4 as specified in Env-Wt 904.03(a), Env-Wt 904.04(a), Env-Wt 904.05(a),
or Env-Wt 904.06(a), respectively.
(b)
A stream crossing project shall be classified as minimum impact, minor
impact, or major impact based on (e) through (g), below.
(c)
The requirements for the design of a stream crossing and the information
that must be submitted with the application shall be based on the tier
classification of the crossing, regardless of whether the project is a minimum
impact, minor impact, or major impact project, except that if a tier 3 stream
crossing is downgraded to a tier 2 or tier 1 crossing pursuant to Env-Wt 904.05(b) or (c), the design and application submission
requirements of the final classification shall apply.
(d)
The classification of a stream crossing project as minimum impact, minor
impact, or major impact shall be used to determine the fee that must be
submitted with the application and how the application is processed.
(e)
A project shall be classified as a minimum impact project if (f) and
(g), below, do not apply, only one stream crossing is included in the project,
and the sole stream crossing is:
(1) A new tier 1 stream crossing that:
a. Meets the criteria of Env-Wt
904.03(b); and
b. Impacts less than 50 LF as measured along the
thread of the channel;
(2) A repair of a tier 1 or tier 2 stream crossing
that meets the criteria of Env-Wt 904.08, with no
size limitation;
(3) A repair of a tier 3 stream crossing that
meets all criteria of Env-Wt 904.09, with no size
limitation;
(4) A replacement tier 1 stream crossing that:
a. Meets the criteria of Env-Wt
904.08; and
b. Impacts less than 50 LF as measured along the
thread of the channel;
(5) A tier 1 or tier 2 temporary crossing that
meets all criteria of Env-Wt 904.07; or
(6) A repair of a tier 4 crossing provided:
a. The project is reviewed with department staff
in a pre-design meeting;
b. The impacts are less than 3,000 SF or less
than 50 LF, measured as specified in Env-Wt 407.03;
c. There are no documented occurrences of
protected species or habitat; and
d. No waivers of any requirements in Env-Wt 300, Env-Wt 600, or Env-Wt 900 are needed.
(f)
A project shall be classified as a minor impact project if (g), below,
does not apply, and:
(1) Only one stream crossing is included in the
project, and that stream crossing is:
a. A new tier 1 stream crossing for which a
waiver or approval of an alternative design is being sought as specified in
Env-Wt 904.03(c);
b. A new tier 2 stream crossing that meets the
criteria of Env-Wt 904.04(b);
c. A repair of a tier 1 or tier 2 stream
crossing that impacts less than 200 LF for which one or more waivers of the
criteria in Env-Wt 904.08 are being requested;
d. A repair of a tier 4 crossing that meets all
criteria of Env-Wt 904.09 and impacts less than
200 LF;
e. A replacement tier 2 stream crossing that
meets the criteria of Env-Wt 904.08; or
f. Rehabilitation of a tier 1 or tier 2 stream
crossing that meets the criteria of Env-Wt 904.08; or
(2) The crossing is part of a larger crossing
that meets the criteria for a minor impact project specified in Env-Wt 400.
(g)
A stream crossing project shall be classified as a major impact project
if:
(1) The stream crossing is a new tier 3 or tier 4
crossing;
(2) The project is a repair of a tier 3 crossing
or a repair of a tier 4 crossing for which one or more waivers is needed;
(3) The project is the replacement or
rehabilitation of:
a. A tier 1 or tier 2 stream crossing for which
one or more waivers is needed; or
b. A tier 3 or tier 4 stream crossing;
(4) The stream crossing is:
a. A temporary tier 1 or tier 2 for which
waivers are needed; or
b. A temporary tier 3 or tier 4; or
(5) The crossing is part of a larger crossing
that meets the criteria for a major project specified in Env-Wt 400, regardless of the tier classification of the stream
crossing that is part of the project.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19; amd
by #12954, eff 12-24-19
Env-Wt
903.02 Application Fees.
(a)
The application fee for a stream crossing project classified as minimum
impact shall be as specified in RSA 482-A:3, I(c) for a minimum impact project.
(b)
The application fee for a stream crossing project that does not qualify
as a minimum impact project shall be calculated as specified in RSA 482-A:3,
I(c) based upon the sum of the square feet of impacts to the banks and channel
bottom and other associated jurisdictional areas.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
903.03 Information Required for a
Stream Crossing SPN, LSA, or EXP. In
addition to the information required in Env-Wt 300,
the applicant shall submit the following for any stream crossing project that
is subject to an SPN, LSA, or EXP:
(a) A USGS map or updated elevation data based on
LiDAR on which the following are clearly delineated or otherwise noted:
(1)
The approximate boundaries of the contributing watershed;
(2)
The size of the contributing watershed; and
(3)
Identification of the stream tier based on watershed size;
(b) Plans that show the following:
(1)
The scale of the plan and a north arrow;
(2)
The extent of disturbance;
(3)
Road locations, including road edges, centerline, and boundaries of the
right-of-way;
(4)
Proposed channel work including bank erosion control features, grade
control, and channel linings; and
(5)
All dimensions of the proposed structure and of the existing structure,
if any, including inlet and outlet invert elevations;
(c)
The hydraulic capacity of the proposed crossing, in terms of flood
frequency event, and of the existing crossing, if any;
(d)
The type of crossing, such as a culvert or span, that is proposed and
that exists, if any;
(e) The following information about the
dewatering system proposed to be used:
(1)
Estimated maximum flow anticipated during construction;
(2)
The location, height, and width of the diversion dam;
(3)
The location and capacity of each sump; and
(4)
Backwater prevention method; and
(f) The following information about erosion and
pollution controls:
(1)
The sediment treatment plan, including methods, release point(s), and
extent;
(2)
Any additional methods proposed to control erosion; and
(3)
All methods of preventing and controlling releases from pumps, fuel
stations, and equipment storage.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
903.04 Information Required for All
Stream Crossing Standard Permit Applications. In addition to the information required by
Env-Wt 311, the applicant shall submit the following
for all stream crossing projects that require a standard permit:
(a) On the USGS map or updated data based on
LiDAR required by Env-Wt 311.06, the following:
(1)
The approximate boundaries of the contributing watershed;
(2)
The size of the contributing watershed; and
(3)
Identification of the stream tier based on watershed size;
(b) Plans showing the following:
(1)
The scale, a north arrow, and at least 3 cross-sections outside of the
construction disturbance area that are representative of the stream system away
from the area of direct influence by the crossing;
(2)
Clearing limits showing all proposed work areas;
(3)
For both the existing structure, if any, and the proposed structure, the
following:
a.
Location;
b.
Type;
c.
Dimensions; and
d.
Inlet and outlet invert elevations;
(4)
The extent of channel excavation and filling;
(5)
Road locations, including road edges, centerline, and boundaries of the
right-of-way;
(6)
Proposed channel work including bank erosion control features, grade
control, and channel linings; and
(7)
For the proposed structure, cross-sections showing the water surface
elevation resulting from the applicable design storm, with bed material and
backfill zones;
(c) Existing crossing metrics, including:
(1)
Existing riparian zone, including the extent and type of existing
vegetation surrounding or in the stream bank; and
(2)
Existing tailwater control, including its location and materials, and
pool configuration;
(d) The dewatering system, as follows:
(1)
Estimates of the maximum flow anticipated during construction, including
any summer storm estimates;
(2)
The hydraulic calculation for the bypass pipe or channel size, length,
and gradient;
(3)
Location, height, and width of the diversion dam;
(4)
Sump locations, including estimate of necessary flow and sump capacity;
(5)
Backwater prevention method; and
(6)
Sediment treatment plan with methods, release point, and extent;
(e) Erosion and pollution controls,
as follows:
(1)
Any additional methods of controlling erosion;
(2)
A soil stabilization plan, including but not limited to where to cover
stockpiles and place straw bales; and
(3)
Pollution control methods for pumps, fuel stations, and equipment
storage;
(f) The number and location of footings, if any,
and the following for each:
(1)
Estimate of bearing capacity;
(2)
Dimensions of each footing; and
(3)
Footing depth;
(g) A narrative explaining why the cross-sections
identified pursuant to (b)(7), above, are representative;
(h) The design features used to improve aquatic
organism passage and the expected distance, in linear feet, of downstream and
upstream improvement for aquatic organism passage or fish passage;
(i) The hydraulic capacity of the proposed
crossing, in terms of flood frequency event, and of the existing crossing, if
any; and
(j) The following channel information at the
crossing and for the reference reach:
(1)
The classification of the stream using the Rosgen
classification system as described in Applied River Morphology by Dave Rosgen, 1996, available as noted in Appendix B, at the
crossing and upstream and downstream of the crossing;
(2)
Bankfull width;
(3)
Bankfull depth;
(4)
Entrenchment ratio;
(5)
Sinuosity; and
(6)
Flood-prone width.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
903.05 Information Required for
Certain Stream Crossing Standard Permit Applications. In addition to the information required by
Env-Wt 311 and Env-Wt
903.04, for new and replacement stream crossing projects that require a
standard permit the applicant shall submit the following as applicable:
(a) For tier 2 and tier 3 crossings, the
following additional channel information at the crossing and for the design
reference reach including:
(1)
A longitudinal profile that is 7 to 10 bankfull
widths long with grade controls, pools, and gradients shown; and
(2)
Particle size distribution of the reference reach;
(b) For tier 2, tier 3, and tier 4 crossings,
streambed details, with figures, that show the following:
(1)
The distance from the top of the right bank to the top of the left bank;
(2)
The streambed simulation materials and the extent, depth, and length of
the streambed within the proposed crossing;
(3)
Approximate elevations, spacing, diameters, and locations of structures
for steps, bank stabilization, and other channel rocks for roughness; and
(4)
Details for sediment retention structures, if any, within embedded
structures;
(c) For tier 2, tier 3, and tier 4 crossings, the
following information on the proposed crossing:
(1)
The openness ratio, namely the ratio of the area of a cross-section of
an individual cell or barrel of a crossing structure, excluding any embedded
area, to the length of the structure along the channel;
(2)
A narrative assessment of the streambed details provided pursuant to
(b), above, channel information of existing crossing metrics relative to the
proposed structure, as discussed in the NH stream crossing guidelines,
available as noted in Appendix B;
(3)
A narrative assessment of the long-term erosion and stability
consequences of constructing the proposed stream crossing, and methods and
structures to be implemented to minimize any consequences identified;
(4)
A narrative assessment of the bed forms and streambed characteristics
necessary to cause water depths and velocities within the crossing structure at
a variety of flows to be comparable to those found in the natural channel
upstream and downstream reaches;
(5)
The percent of increase in the hydraulic capacity of the stream
crossing;
(6)
A narrative analysis of how connectivity considerations were addressed
focusing on stream reach, stream type, stream stability, and existing and
potential for erosion in siting and modifying or replacing an existing stream
crossing;
(7)
A narrative explanation of the detrimental geomorphic consequences that
have occurred as a result of the existing stream
crossing, if any; and
(8)
A narrative explanation of the crossing’s contribution to flooding that
damages the crossing or other human infrastructure;
(d) For tier 3 crossings, structural details of
the crossing, including the following:
(1)
Structural section, gauge or thickness, and material, minimum and
maximum cover limits;
(2)
Structures, drawn to scale, on elevation view showing bed material
location relative to structure, and
special backfill zones; and
(3)
Structural excavation quantity and total excavation estimate;
(e) For tier 2 and tier 3 crossings, a demonstration
that all design and construction considerations outlined in the NH stream
crossing guidelines, available as noted in Appendix B, have been addressed; and
(f) For tier 4 crossings, the a
narrative explanation of the effect of the crossing on the tidal hydrograph,
and the corresponding effect on the upstream and downstream tidal resource.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
903.06 Hydraulic Capacity Report. The applicant shall submit a hydraulic
capacity report that includes drainage calculations and a narrative to
demonstrate that the proposed stream crossing has sufficient hydraulic capacity
to meet the applicable design standard with any application for:
(a)
A new tier 3 or tier 4 stream crossing for which an alternative design
is being submitted pursuant to Env-Wt 904.10; or
(b)
A replacement tier 3 or tier 4 stream crossing for which the existing
stream crossing cannot accommodate the design storm flow.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
PART Env-Wt 904 DESIGN AND
CONSTRUCTION OF STREAM CROSSINGS
Env-Wt
904.01 General Design Considerations.
(a)
All stream crossings, whether over tidal or non-tidal waters, shall be
designed and constructed so as to:
(1) Not be a barrier to sediment transport;
(2) Not restrict high flows and maintain existing
low flows;
(3) Not obstruct or otherwise substantially
disrupt the movement of aquatic organisms indigenous to the waterbody beyond
the actual duration of construction;
(4) Not cause an increase in the frequency of
flooding or overtopping of banks;
(5) Maintain or enhance geomorphic compatibility
by:
a. Minimizing the potential for inlet
obstruction by sediment, wood, or debris; and
b. Preserving the natural alignment of the
stream channel;
(6) Preserve watercourse connectivity where it
currently exists;
(7) Restore watercourse connectivity where:
a. Connectivity previously was disrupted as a result of human activity(ies);
and
b. Restoration of connectivity will benefit
aquatic organisms upstream or downstream of the crossing, or both;
(8) Not cause erosion, aggradation, or scouring
upstream or downstream of the crossing; and
(9) Not cause water quality degradation.
(b)
For stream crossings over tidal waters, the stream crossing shall be designed
to:
(1) Match the velocity, depth, cross-sectional
area, and substrate of the natural stream; and
(2) Be of sufficient size to not restrict
bi-directional tidal flow over the natural tide range above, below, and through
the crossing.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
904.02 Conditions Applicable to All
Stream Crossing Work. All stream
crossing work shall be subject to all applicable conditions in Env-Wt 307, and in particular:
(a)
In-stream work shall be done only during:
(1) Low flow or dry conditions, in non-tidal
areas; or
(2) When the tide is seaward of the work area, in
tidal areas; and
(b) Work on
stream crossings that requires any work in areas that are subject to flowing water shall maintain normal flows and
prevent water quality degradation during the work by using best management
practices, such as temporary by-pass pipes, culverts, or cofferdams.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
904.03 Tier 1 Stream Crossings.
(a)
A tier 1 stream crossing shall be a crossing located on a watercourse
where the contributing watershed is less than or equal to 200 acres.
(b)
Tier 1 stream crossings shall:
(1) Meet the general design considerations
specified in Env-Wt 904.01;
(2) Be sized so as to
accommodate the greater of:
a. The 50-year design storm; or
b. Applicable federal, state, or local
requirements; and
(3) Be a span structure, pipe arch, open-bottom
culvert, or closed-bottom culvert, with or without being embedded with stream
simulation.
(c)
An applicant may propose a design that does not meet the criteria of
(b)(1) or (b)(2)a., above, by submitting a request for approval of an alternate
design as specified in Env-Wt 904.10. In accordance with Env-Wt
903.01(f)(1)a., a project that includes a request to approve an alternative
design for a tier 1 stream crossing shall be a minor impact project.
(d)
An existing legal crossing that would be classified as tier 1 under (a),
above, may be repaired or replaced in-kind as specified
in Env-Wt 904.08 pursuant to:
(1) A routine roadway maintenance SPN as
specified in Env-Wt 308.04 or registration as
specified in Env-Wt 309.03; or
(2) If the crossing is part of a trail, a trail
SPN as described in Env-Wt 308.04.
(e)
Compensatory mitigation shall not be required for any tier 1 minimum
impact project.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
904.04 Tier 2 Stream Crossings.
(a)
A tier 2 stream crossing shall be a crossing located on a watercourse
where the contributing watershed is greater than 200 acres and less than 640
acres.
(b)
Subject to (c), below, any new tier 2 stream crossing and any
replacement tier 2 stream crossing that does not meet the criteria specified
for replacement in Env-Wt 904.08 shall be a span
structure, pipe arch embedded with stream simulation, open-bottom culvert with
stream simulation, or closed-bottom culvert embedded with stream simulation.
(c)
The applicant may propose an alternative design for a new tier 2 stream
crossing by submitting a request as specified in Env-Wt
904.10.
(d)
Compensatory mitigation shall not be required for:
(1) Any new tier 2 stream crossing that meets the
requirements of this section and Env-Wt 904.07;
(2) Any tier 2 stream crossing that is
self-mitigating; or
(3) Any tier 2 stream crossing that is repaired,
rehabilitated, or replaced pursuant to Env-Wt 904.08.
(e)
Plans for a tier 2 stream crossing shall be dated and bear the signature
and seal of the professional engineer who prepared or had responsibility for
and approved them, as required by RSA 310-A:18.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19; amd
by #13124, eff 10-23-20
Env-Wt
904.05 Tier 3 Stream Crossings.
(a)
Subject to (b), below, a tier 3 stream crossing shall be a crossing
located:
(1) On a watercourse where the contributing
watershed is 640 acres or greater;
(2) Within a designated river corridor, unless:
a. The crossing would be a tier 1 stream based
on contributing watershed size; or
b. The structure does not create a direct
surface water connection to the designated river as depicted on the national
hydrography dataset as found on GRANIT;
(3) Within a 100-year flood plain;
(4) In a jurisdictional area having any protected species
or habitat; or
(5) In a prime wetlands
or within a duly-established 100-foot buffer, unless a waiver has been granted
pursuant to RSA 482-A:11, IV(b) and Env-Wt 706.
(b)
The applicant for a project in which a stream crossing is categorized as
tier 3 based solely on being in a 100-year floodplain may request that the
crossing be categorized as a tier 1 or tier 2 stream crossing, as applicable
based on watershed size, if the impacts to the floodplain are specifically
mitigated in accordance with Env-Wt 800.
(c)
The applicant for a project in which a stream crossing is categorized as
tier 3 based solely on being in a jurisdictional area having any protected
species or habitat may request that the crossing be categorized as tier 1 or
tier 2 based on watershed size, provided:
(1) The applicant consults with NHB to determine
whether any protected plant species or habitat would be impacted;
(2) The applicant consults with NHF&G to
determine whether any protected species or habitat is impacted; and
(3) The NHB, NHF&G, or both, as applicable,
recommend(s) such a downgrade to the department in writing.
(d)
A tier 3 stream crossing shall be a span structure or an open-bottomed
culvert with stream simulation, not a closed-bottom culvert or pipe arch.
(e)
The applicant may propose an alternative design by submitting a request
as specified in Env-Wt 904.10.
(f)
Compensatory mitigation shall not be required for:
(1) Any new tier 3 stream crossing that:
a. Meets the general design criteria in Env-Wt 904.01 and the tier-specific criteria of Env-Wt 904.07;
b. Is self-mitigating; and
c. Improves aquatic organism passage,
connectivity, and hydraulics; or
(2) Any replacement of a crossing that met all
applicable requirements when originally installed but is in a location that
results in the crossing being classified as tier 3 under these rules, provided
the proposed stream crossing meets the requirements of Env-Wt
904.09.
(g)
Plans for a tier 3 stream crossing shall be dated and bear the signature
and seal of the professional engineer who prepared or had responsibility for
and approved them, as required by RSA 310-A:18.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
904.06 Tier 4 Stream Crossings.
(a)
A tier 4 stream crossing shall be a crossing located on a tidal
watercourse.
(b)
A tier 4 stream crossing shall be a span structure or a culvert
specifically designed for the geomorphic and habitat conditions of the tidal
environment.
(c)
The applicant may propose an alternative design by submitting a request
as specified in Env-Wt 904.10.
(d)
Compensatory mitigation shall be required for any new tier 4 stream
crossing unless the crossing:
(1) Meets the general design criteria in Env-Wt 904.01 and the tier-specific criteria in Env-Wt 904.07;
(2) Is self-mitigating;
(3) Improves aquatic organism passage,
connectivity, and hydraulics; and
(4) Is not an alternative design or any design
for which a waiver is needed.
(e)
In addition to meeting Env-Wt 903.07(c) and
(d), plans for a tier 4 stream crossing shall be dated and bear the signature
and seal of the professional engineer who prepared or had responsibility for
and approved them, as required by RSA 310-A:18.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
904.07 Design Criteria for Tier 2,
Tier 3, and Tier 4 Stream Crossings.
(a)
Unless otherwise specified, all design criteria in this section shall
apply to new and replacement tier 2, tier 3, and tier 4 stream crossings.
(b)
Tier 2 and tier 3 stream crossings shall be designed in accordance with
the NH stream crossing guidelines, available as noted in Appendix B;
(c)
Tier 2, tier 3, and tier 4 stream crossings shall be designed:
(1) To meet the general design considerations
specified in Env-Wt 904.01;
(2) Of sufficient size to accommodate the greater
of:
a. The 100-year 24-hour design storm;
b. Flows sufficient to:
1. Prevent an increase in flooding on upstream
and downstream properties; and
2. Not affect flows and sediment transport
characteristics in a way that could adversely affect channel stability; or
c. Applicable federal, state, or local
requirements;
(3) With the bed forms and streambed
characteristics necessary to cause water depths and velocities within the
crossing structure at a variety of flows to be comparable to those found in the
natural channel upstream and downstream of the stream crossing;
(4) To provide a vegetated bank on both sides of
the watercourse or to provide a wildlife shelf of suitable substrate and access
to allow for wildlife passage;
(5) To preserve the natural alignment and
gradient of the stream channel, so as to accommodate natural flow regimes and
the functioning of the natural floodplain;
(6) To simulate a natural stream channel;
(7) So as not to alter sediment transport
competence; and
(8) To avoid and minimize impacts to the stream
in accordance with Env-Wt 313.03.
(d)
In addition to meeting the criteria specified in (c), above, new,
repaired, rehabilitated, or replaced tier 4 stream crossing shall be
designed:
(1) Based on a hydraulic analysis that accounts
for daily fluctuating tides, bidirectional flows, tidal inundation, and coastal
storm surge;
(2) To prevent creating a restriction on tidal
flows; and
(3) To account for tidal channel morphology and
potential impacts due to sea level rise.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
904.08 Repair, Rehabilitation, or
Replacement of Tier 1 or Tier 2 Existing Legal Crossings.
(a)
Repair, rehabilitation, or replacement of a tier 1 or tier 2 stream
crossing shall be limited to stream crossings where:
(1) The contributing watershed is as specified
for the tier; and
(2) The certification specified in (b), below is
provided.
(b)
A project to repair, rehabilitate, or replace a tier 1 or tier 2
crossing shall qualify under this section only if a professional engineer
certifies that:
(1) The existing stream crossing does not have a
history of causing or contributing to flooding that damages the crossing, other
human infrastructure, or protected species or habitat, or any combination
thereof; and
(2) The proposed stream crossing will:
a. Meet or exceed the general criteria specified
in Env-Wt 904.01;
b. Maintain or enhance the hydraulic capacity of
the crossing;
c. Maintain or enhance the capacity of the
crossing to accommodate aquatic organism passage, or
both;
d. Maintain or enhance the connectivity of the stream reaches upstream or
downstream of the crossing, or both; and
e. Not cause an
increase in the frequency of flooding or overtopping of banks upstream
or downstream of the crossing, or both.
(c)
Rehabilitation of a culvert or other closed-bottom stream crossing
structure pursuant to this section may be accomplished by concrete repair, slip
lining, cured-in-place lining, or concrete invert lining, or any combination
thereof, except that slip lining shall not occur more than once.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19; amd
by #13124, eff 10-23-20
Env-Wt
904.09 Repair, Rehabilitation, or
Replacement of Tier 3 and Tier 4 Existing Legal Crossings.
(a)
The repair, rehabilitation, or replacement of tier 3 stream crossings
shall be limited to existing legal crossings where the tier classification is
based only on the size of the contributing watershed.
(b)
Rehabilitation of a culvert or other closed-bottom stream crossing
structure pursuant to this section may be accomplished by concrete repair, slip
lining, cured-in place lining, or concrete invert lining, or any combination
thereof, except that slip lining shall not occur more than once.
(c)
A project shall qualify under this section only if a professional
engineer certifies, and provides supporting analyses to show, that:
(1) The existing crossing does not have a history
of causing or contributing to flooding that damages the crossing or other human
infrastructure or protected species habitat; and
(2) The proposed stream crossing will:
a. Meet the general criteria specified in Env-Wt 904.01;
b. Maintain or enhance the hydraulic capacity of
the stream crossing;
c. Maintain or enhance the capacity of the
crossing to accommodate aquatic organism passage;
d. Maintain or enhance the connectivity of the
stream reaches upstream or downstream of the crossing; and
e.
Not cause or contribute to the increase in the frequency of flooding or
overtopping of the banks upstream or downstream of the crossing.
(d)
Repair, rehabilitation, or replacement of a tier 4 stream crossing shall
comply with Env-Wt 904.07(d).
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
904.10 Alternative Designs.
(a)
If the applicant can demonstrate that installing the structure specified
in the applicable
rule is not practicable, as that term is defined in Env-Wt 103, the applicant may propose an alternative design in
accordance with this section.
(b)
To request approval of an alternative design, the applicant shall submit
a written
request to the department, accompanied by a technical report that:
(1) Clearly explains how the proposed alternative
meets the criteria for approval specified in (c) or (d), below, as
applicable; and
(2) Has been prepared by:
a. An environmental scientist or professional
engineer for a tier 1 stream crossing; or
b. A professional engineer for a tier 2, tier 3,
or tier 4 stream crossing.
(c)
The department shall approve an alternative design for a tier 3 or tier
4 stream crossing if:
(1) The report submitted pursuant to (b), above,
demonstrates that adhering to the stated requirements
is not practicable, by providing:
a. A detailed financial comparison of the costs
of a structure that complies with all applicable design requirements, the
proposed structure, and a structure that requires fewer waivers than the
proposed structure, with a range of costs estimates for each;
b. A detailed description of the physical
limitations of the site; and
c. A hydraulic analysis to show that the
proposed stream crossing can accommodate the applicable design storm or that
the crossing, together with the associated roadway and roadway embankment, can
safely accommodate overtopping flows; and
(2) The proposed alternative meets:
a. The general design criteria established in
Env-Wt 904.01; and
b. The applicable design criteria established in
Env-Wt 904.07 to the maximum extent practicable.
(d)
The department shall approve an alternative design for a new tier 1 or
tier 2 crossing if:
(1) The report submitted pursuant to (b), above,
demonstrates that adhering to the rules is not practicable;
(2) The proposed alternative design meets:
a. The general design criteria established in
Env-Wt 904.01; and
b. The applicable design criteria, established
in Env-Wt 904.03(b) for tier 1 stream crossings and
in Env-Wt 904.07 for tier 2 stream crossings, to the
maximum extent practicable; and
(3) A
hydraulic analysis shows that the proposed stream crossing can accommodate the
applicable design storm or that the crossing, together with the associated
roadway and roadway embankment, can safely accommodate overtopping flows.
(e)
The department shall notify the applicant in writing of its decision on
the request. If the request is denied,
the notice shall specify the reason(s) for the denial. If the request is approved, the permit issued
shall include such conditions as are needed to ensure that the project’s
impacts are minimized.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
PART Env-Wt 905 CERTIFIED
CULVERT MAINTAINER PROGRAM
Env-Wt
905.01 Applicability.
(a)
The rules in this part shall apply to any employee of a state or
municipal public works agency who wishes to be certified to maintain, repair,
replace, or modify culverts as provided in RSA 482-A:3, XVII, reprinted in
Appendix D.
(b)
Nothing in this part shall be construed to prevent routine roadway maintenance
activities from being undertaken in accordance with Env-Wt
308.04 or Env-Wt 309.03.
(c)
Nothing in this part shall be construed to prevent a certified
individual from undertaking culvert maintenance activities for a state or
municipal public works agency other than the one by which the individual is
employed, for example pursuant to an inter-municipal agreement.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
905.02 Definitions.
(a)
“Approved provider” means an organization that has been approved by the
department pursuant to Env-Wt 905.11 to offer one or
more of the courses, including field work, necessary for an individual to
become knowledgeable in one or more of the areas identified in Env-Wt 905.03(b).
(b)
“Certificate” means the document identified in RSA 482-A:3, XVII - XIX
as a certification or installer’s permit that is issued by the department to
authorize a state or municipal public works employee to maintain, repair,
replace, or modify culverts as provided in RSA 482-A:3, XVII - XIX.
(c)
“Certified culvert maintainer program” means the program established by
RSA 482-A:3, XVII - XIX to certify individuals to maintain, repair, replace, or
modify culverts.
(d)
“Culvert project” means a discrete endeavor undertaken to maintain,
repair, replace, or modify a specific culvert.
(e)
“Incidental damage” means disturbances to areas outside of the immediate
work area that are corrected in the normal course of a culvert project but does
not include any disturbance or other action that:
(1) Causes any
injury to any individual who is not working on the culvert project;
(2) Causes
injury to an individual who is working on the culvert project to the extent
that the individual is hospitalized or otherwise cannot work; or
(3) Results in harm to public or private property
in an amount that triggers an insurance claim by the state or municipal public
works agency undertaking the culvert project or by the owner of the property.
(f)
“Public way” means a paved or unpaved path upon which travel occurs,
such as a lane, alley, street, avenue, boulevard, road, turnpike, highway, or
railway bed, that is maintained by a state or municipal public works agency for
the benefit of the general public.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
905.03 Qualifications for Initial
Certificate. Any state or municipal
public works employee who wishes to become qualified to maintain culverts under
RSA 482-A:3, XVII, reprinted in Appendix D, shall:
(a)
Fulfill the requirements of the certification program established in
this part or be a professional engineer;
(b)
Be knowledgeable in the following areas:
(1) State rules
and federal regulations governing culvert replacement and maintenance;
(2) Culvert
purpose and function;
(3) Culvert
design, including proper sizing, and installation;
(4) Culvert
replacement and maintenance techniques; and
(5) Best
management practices for culvert replacement and maintenance, including
identifying those areas that are not within the scope of the Routine Roadway
BMPs; and
(c)
Apply to the department for a certificate in accordance with Env-Wt 905.04.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
905.04 Application for Initial
Certificate.
(a)
Any individual wishing to be certified shall:
(1) Provide the
information and documentation specified in (b), below, on or with an
“Application for Initial or Renewal NH Culvert Maintainer Certification”,
NHDES-W-06-078, dated the 2019 effective date of this chapter (CCM
Application);
(2) Sign the
CCM Application as specified in Env-Wt 905.05; and
(3) Submit the
completed, signed CCM Application to the department.
(b)
The information and documentation required by (a)(1) shall be as
follows:
(1) The
applicant’s name, mailing address, daytime telephone number including area
code, and email address;
(2) The name,
address, and daytime telephone number of the state or municipal public works
agency by which the individual is employed, and the URL of the agency’s web
site if one exists;
(3) If the applicant wishes to qualify as a
professional engineer, the applicant’s P.E. license number and written
confirmation from the New Hampshire board professional engineers that the
applicant is a professional engineer licensed by the board and in good
standing; and
(4) If the
applicant wishes to qualify based on specific training, documentation from the
approved provider(s) whose course(s) the applicant attended to show that the
applicant has met the requirements for certification
under this program.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
905.05 Signature Required.
(a)
The applicant for an initial or renewal certificate shall sign and date the CCM Application.
(b)
The applicant’s signature shall constitute certification that:
(1)
The applicant is aware that:
a.
The certification applies only for culverts 48 inches in diameter and
smaller;
b.
The certification does not apply to culverts that have a history of
being overtopped;
c.
The certification does not apply to culverts within 100 feet of a prime
wetland or within ¼ mile of a designated river; and
d. The Routine Roadway BMPs can be found
at: https://www.nh.gov/dot/org/projectdevelopment/environment/units/program-management/documents/RR_V.9_FINAL_3-14-19.pdf;
(2)
The applicant will:
a.
Follow the Routine Roadway BMPs; and
b.
Submit the required quarterly reports to the department;
(3) The applicant has successfully completed an
approved training program and exam or is a professional engineer licensed in
the state of New Hampshire in good standing and with appropriate knowledge to
oversee culvert maintenance projects, or both;
(4) The information provided on or with the
application form, as applicable, is true, complete, and not
misleading to the best of the applicant’s knowledge
and belief; and
(5)
The applicant understands that:
a. The submission of false, incomplete, or
misleading information is grounds for denying the application or revoking any
certificate that is issued based on the information; and
b. He or she is subject to the penalties for
falsification in official matters, currently in RSA 641.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
905.06 Issuance of Certificate.
(a)
Within 10 working days of receiving a complete application as specified
in Env-Wt 905.04(a), the department shall determine
whether the information submitted demonstrates that the applicant meets the
requirements for becoming a certified culvert maintainer specified in RSA
482-A:3, XVII - XIX and this part.
(b)
If the department determines that the applicant meets the requirements,
the department shall issue a certificate that identifies the individual as a
certified culvert maintainer.
(c)
As provided in RSA 482-A:3, XIX and subject to (d) and (e), below,
certificates shall be issued for a 2-year term, from January 1 of the year of issue through December 31 of the
following year.
(d)
An initial certificate shall be issued for a term that begins on the
date of issuance and extends through December 31 of the year following the year
of issuance.
(e)
A certificate shall remain valid for its full term provided the
certified individual remains employed by a state or municipal public works
agency, unless sooner suspended or revoked pursuant to Env-Wt
905.10.
(f)
If the department determines that the individual does not meet the
requirements for becoming a certified culvert maintainer, the department shall
send a written notice to the applicant that:
(1) Specifies
the reason(s) why the applicant was not certified; and
(2) Informs the individual that an appeal may be
taken as provided in RSA 21-O:14.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
905.07 Certificate Renewal;
Continuing Education Required.
(a)
As provided in RSA 482-A:3, XIX, certificates shall be renewable.
(b)
To apply for renewal, a certified culvert maintainer shall submit an application for renewal as specified in (c) and
(d), below, to the department no later than November 15 of the year of
expiration.
(c)
An applicant for renewal shall provide the following information and
documentation to the department on or with a CCM Application:
(1) The
applicant’s name, mailing address, daytime telephone number including area
code, and email address;
(2) The name,
address, and daytime telephone number including area code of the state or
municipal public works agency by which the applicant is employed, and the URL
of the agency’s web site if one exists;
(3) Documentation
that the applicant has completed 2 hours of instruction from an approved
provider in one or more of the areas identified in Env-Wt
905.03(b) within the 2-year term of the individual’s current certificate; and
(4) A statement
that the applicant currently holds a valid certificate as a culvert maintainer
and has not acted or failed to act in any way that would constitute just cause
to suspend, revoke, or refuse to renew the certificate.
(d)
The applicant shall sign the application for renewal in accordance with
Env-Wt 905.05.
(e)
Within 10 working days of receiving a complete application for a renewal
certificate as specified in (b) through (d), above, the department shall
determine whether the information submitted demonstrates that the applicant:
(1) Currently
holds a valid culvert maintainer certificate;
(2) Is employed
at the time of renewal by a state or municipal public works agency;
(3) Has filed
all required reports; and
(4) Has not
acted or failed to act in any way that would constitute just cause to suspend,
revoke, or refuse to renew the certificate.
(f)
If the department determines that the applicant meets the requirements,
the department shall issue a certificate that:
(1) Identifies
the individual as a certified culvert maintainer; and
(2) As provided in RSA 482-A:3, XIX, is valid
from January 1 of the year of issue through December 31 of the following year.
(g)
If the department determines that the applicant does not meet the
requirements for renewal, the department shall send a written notice to the
applicant that:
(1) Specifies
the reason(s) why the applicant’s certificate was not renewed; and
(2) Informs the
individual that an appeal may be taken as provided in RSA 21-O:14.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19; amd
by #13124, eff 10-23-20
Env-Wt
905.08 Obligations and
Responsibilities of Certified Individuals.
Each individual certified under this part shall:
(a) Undertake or supervise work performed
pursuant to RSA 482-A:3, XVII;
(b) Use reasonable care, judgment, and
application of his or her knowledge when maintaining, repairing, replacing, or
modifying a culvert;
(c) Not submit any information that is false,
incomplete, or misleading on, in, or with any application for an initial or
renewal certificate or quarterly report;
(d) Repair, replace, or modify each culvert in
compliance with:
(1) RSA 482-A,
exclusive of the requirement to obtain a permit;
(2) Env-Wt 100 et seq., exclusive of the requirements
pertaining to applying for and obtaining a permit; and
(3) Best management
practices to protect water quality; and
(e)
Correct any work that is identified as defective by the department or by
the state or municipal public works agency for which the work was performed.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
905.09 Quarterly Reporting Required.
(a)
As required by RSA 482-A:3, XVIII, all individuals certified under this
program shall submit a quarterly report to the department to fully identify the
work performed in the prior quarter.
(b)
If more than one certified individual works on or supervises the same
culvert project, each individual shall identify the
project in her or his quarterly report.
(c)
Quarterly reporting periods and due dates for reports shall be as
specified in Table 905-1, below:
Table
905-1: Quarterly Reporting Periods with
Corresponding Due Date for Report
Reporting Period |
Report Due |
January 1
through March 31 |
April 15 |
April 1 through
June 30 |
July 15 |
July 1 through
September 30 |
October 15 |
October 1
through December 31 |
January 15 |
(d)
Each quarterly report shall contain the following information for each
culvert maintained, repaired, replaced, or modified during the reporting
period:
(1) The state or municipal public works agency
for which the work was done;
(2) The municipality in which the work was done;
(3) The name or other identification of the
public way that crosses the culvert;
(4) The location of the culvert, as follows:
a. If the public way has numbered buildings
along it, the numbers of the 2 closest buildings that bracket the culvert;
b. If the public way has utility poles along it,
the identification numbers of the 2 closest utility poles that bracket the
culvert;
c. If there are no numbered buildings or utility
poles but the public way has mile markers, the numbers of the 2 closest markers
that bracket the culvert;
d. If none of the information identified in a.
through c., above, is available, the distance from the culvert to the nearest
identifiable intersection, to the nearest 0.1 mile, plus any other information
that is helpful in locating the culvert; and
e. If possible, the
GPS latitude/longitude coordinate, as DDMMSS.s, of the road centerline at the
culvert location, collected from any handheld device that is capable of
receiving and displaying such information, together with the date and time of
latitude/longitude point collection and the name and model of the unit on which
the reported latitude/longitude point was collected;
(5) Whether the culvert was maintained, repaired,
replaced, or modified;
(6) Whether the work was done as part of a
planned routine maintenance procedure or was unexpected;
(7) If the work was not part of a planned routine
maintenance procedure, an assessment of what caused the culvert to need to be
repaired, replaced, or modified;
(8) The size, type, and condition of the culvert
prior to the maintenance, repair, replacement, or modification;
(9) The size, type, and condition of the culvert
following the maintenance, repair, replacement, or modification; and
(10) The latitude and longitude of the stream
crossing.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
905.10 Suspension, Revocation, or
Refusal to Renew Certificate.
(a)
As provided in RSA 482-A:3, XIX, a certificate issued under this part
may be suspended, revoked, or not renewed for just cause.
(b)
Just cause to suspend, revoke, or refuse to renew a certificate shall
include the following;
(1) Installing culverts in violation of the
requirements specified in Env-Wt 905.08(d);
(2) Refusing to correct defective work;
(3) Failing to use reasonable care, judgment, and
application of his or her knowledge in the performance of his or her duties;
(4) Failing to submit required quarterly reports;
(5) Submitting false or misleading information
regarding any application for an initial or renewal certificate; and
(6) Obtaining any certificate through fraud,
deceit, or intentional falsification.
(c)
If after issuing a certificate the department receives
information which indicates that just cause, as specified in (b), above,
exists to suspend or revoke the certificate, the department shall proceed in
accordance with RSA 541-A:30 and the provisions of Env-C 200 that apply to
adjudicative proceedings.
(d)
After proceeding in accordance with (c), above, the department shall
revoke the certificate if the department determines that the certified
individual:
(1) Intentionally
submitted
false or misleading information on any application for an initial or renewal
certificate or otherwise obtained a certificate through fraud, deceit, or
falsification;
(2) Repaired, replaced, or modified a culvert in
violation of the requirements specified in Env-Wt
905.08(d) more than once in any 2-year period or in such a way as to cause
water quality violations;
(3) Refused to correct defective work;
(4) Failed to use reasonable care, judgment, and
application of his or her knowledge when maintaining, repairing, replacing, or
modifying a culvert where such failure resulted in more than incidental damage
to public or private property;
(5) Intentionally submitted
false or misleading information on any quarterly report; or
(6) Intentionally failed to submit one or more
required quarterly reports.
(e)
An individual whose certificate has been revoked shall not be eligible
to reapply for a new certificate for 2 years.
(f)
After proceeding in accordance with (c), above, the department shall
suspend the certificate if the department determines that the certified
individual:
(1) Negligently or inadvertently submitted false
or misleading information regarding any application for an initial or renewal
certificate, but the certificate would have been issued even with correct
information that was not misleading;
(2) Repaired, replaced, or modified a culvert in
violation of RSA 482-A, Env-Wt 100 et seq.,
and best management practices to protect water quality, but:
a. Did not do so more than once in any 2-year
period; and
b. Did not cause water quality violations;
(3) Failed to use reasonable care, judgment, and
application of his or her knowledge when maintaining, repairing, replacing, or
modifying a culvert, where such failure resulted in no damage or only
incidental damage to public or private property;
(4) Negligently or inadvertently submitted
false or misleading information on any quarterly report; or
(5) Negligently failed to submit more than one
required quarterly report.
(g)
If a certificate is suspended pursuant to (f), above, or (i)(2),
below, the department shall not reinstate the certificate until the certified
individual:
(1) Remedies all violations, including as
applicable:
a. Providing accurate and complete information
regarding an application for an initial or renewal certificate;
b. Correcting any defective work that has not
already been corrected;
c. Providing corrected quarterly reports; and
d. Submitting all required quarterly reports;
(2) Completes an extra 2 hours of instruction
from an approved provider in the area in which the reason for the suspension
occurred; and
(3) Submits a written request to the department
requesting that the certificate be reinstated, together with documentation that
the requirements of (1) and (2), above, have been met.
(h)
If after receiving a request for renewal of a certificate the department
receives information which indicates that just cause, as specified in (b), above,
exists to refuse to renew the certificate, the department shall proceed in
accordance with (c), above.
(i) After proceeding in accordance with (c),
above, the department shall:
(1) Refuse to renew the certificate, if the
department determines that one or more of the reasons to revoke a certificate,
as listed in (d), above, applies; or
(2) Renew the certificate and suspend it, if the
department determines that one or more of the reasons to suspend a certificate,
as listed in (f), above, applies.
(j)
An individual whose certificate has been refused renewal shall not be
eligible to reapply for a new certificate for 2 years.
(k)
If the department renews a certificate and suspends it as specified in (i)(2), above, the department shall not reinstate the
certificate until the certified individual has complied with (g)(1)-(3), above.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
905.11 Approved Provider Application. An organization that wishes to become an
approved provider shall submit the following information to the department in
writing, with the signature and certifications specified in Env-Wt 905.13:
(a) A description of the organization, including:
(1) The
organization’s name, mailing address, and daytime telephone number including
area code; and
(2) If
the organization is required by RSA 292, RSA 293, RSA 293-A, or other
applicable New Hampshire law to register with the New Hampshire secretary of
state, proof of being registered and in good standing to do business in New
Hampshire;
(b) The name, mailing address, daytime telephone number
including area code, and email address of an individual at the organization who
can be contacted regarding the application;
(c) If approval is being sought for an entire
curriculum, a list of the courses to be offered; and
(d) A complete description of each course for
which the organization is seeking approval, including:
(1) The
name of the course;
(2) The
name and qualifications of each individual who will present the course;
(3) The
length of time attendees of the course will be under the direct supervision of
the instructor;
(4) A
syllabus for the course and the written materials to be used in the course;
(5) The
method to be used to evaluate attendees at the conclusion of the course; and
(6) The
format the organization will use to provide the documentation required by Env-Wt 905.04(b)(4) and Env-Wt
905.07(c)(3).
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
905.12 Designation as Approved
Provider.
(a)
Within 45 days of receiving a complete application to become an approved
provider, the department shall:
(1) Determine whether the applicant has met the
criteria specified in (c), below; and
(2) Notify the applicant in writing of its
determination.
(b)
If the department determines that the applicant has not met the criteria
specified in (c), below, the notice sent pursuant to (a)(2) shall specify the
reason(s) for the determination.
(c) The department shall designate an
organization as an approved provider for the proposed curriculum or for one or
more specific courses if the information submitted demonstrates that the
curriculum or course(s), as applicable, will impart the information necessary
for attendees to become knowledgeable
in one or more of the areas identified in Env-Wt
905.03(b).
(d)
An organization that has received approval for less than all of the courses it offers shall be an approved provider
only as to the courses that have been submitted pursuant to Env-Wt 905.11 and approved by the department.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
905.13 Signature and Certification.
(a)
The individual who has been authorized by the organization to submit a
request under Env-Wt 905.11, Env-Wt
905.14, or Env-Wt 905.16 or to submit information
under Env-Wt 905.15 shall:
(1) Sign and date the document containing the
required information; and
(2) Print or type his or her name and title on
the document.
(b)
The signature provided pursuant to (a), above, shall constitute
certification by the signer that:
(1) The signer has been duly authorized by the
organization to submit the request to the department;
(2) The information contained in or otherwise
submitted with the request is true, complete, and not misleading to the best of
the signer’s knowledge and belief; and
(3) The signer, on behalf of the organization,
understands that:
a. The submission of false, incomplete, or
misleading information constitutes grounds for the department to deny the
request or to revoke any decision that is made based on the information; and
b. The signer and the organization are subject
to the penalties specified in New Hampshire law for falsification in official
matters, currently RSA 641.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
905.14 Expiration and Renewal of
Designation.
(a)
Subject to renewal as provided below, designation as an approved
provider shall expire 2 years from the date of the notice issued pursuant to
Env-Wt 905.12(a)(2).
(b)
An approved provider that wishes to renew its designation shall submit a
written statement to the department, signed and certified in accordance with
Env-Wt 905.13, attesting that:
(1) No changes to the information identified in
Env-Wt 905.11 have occurred; or
(2) Changes to the information identified in Env-Wt 905.11 have occurred but are not material to the
organization’s compliance with the criteria specified in Env-Wt 905.12(c).
(c)
If changes to the information identified in Env-Wt
905.11 have occurred, the organization shall provide updated information with
the written statement submitted pursuant to (b), above.
(d)
The department shall renew the organization’s designation as an approved
provider if the information submitted pursuant to (b) and (c), above,
demonstrate that the organization continues to meet the criteria specified in
Env-Wt 905.12(c).
(e)
A renewed designation shall be valid for 2 years from the date of the
renewal and shall itself be renewable by the same process described in (b)
through (d), above.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
905.15 Obligations of Approved
Providers.
(a)
Each approved provider shall notify the department in writing of any
change in any of the information identified in Env-Wt
905.11 within 7 working days of the change.
(b)
Information submitted pursuant to (a), above, shall be signed and
certified as specified in Env-Wt 905.13.
(c)
If any change reported pursuant to (a), above, is material to the
organization’s ability to meet the criteria specified in Env-Wt 905.12(c), the written notification shall explain what
the organization is doing to remedy the situation and when the organization
expects to meet the criteria again.
(d)
The organization shall notify the department in writing within 7 working
days of reestablishing compliance with the criteria specified in Env-Wt 905.12(c).
(e)
The organization shall not offer any course affected by the
noncompliance with the criteria specified in Env-Wt
905.12(c) while the noncompliance exists.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Env-Wt
905.16 Delegation of Certain
Administrative Functions to Approved Providers.
(a)
An approved provider that wishes to undertake one or more of the
administrative functions of the certified culvert maintainer program specified
in (c), below, shall submit a written request to the department that contains
the following information:
(1) The name and mailing address of the approved
provider;
(2) The name, title, mailing address, daytime
telephone number including area code, and email address of an individual who is
authorized to represent the approved provider for purposes of the request;
(3) The specific function(s) for which the
approved provider is requesting delegation;
(4) A complete description of the resources
available to the approved provider to perform the functions, if delegated; and
(5) The period of time
for which the delegation is requested, which shall extend no later than the
approval issued pursuant to Env-Wt 905.12.
(b)
A request submitted pursuant to (a), above, shall be signed and
certified as specified in Env-Wt 905.13.
(c)
An approved provider may request delegation of any or all
of the following:
(1) Receiving and processing applications for
initial certificates as specified in Env-Wt 905.04;
(2) Issuing certifications as specified in Env-Wt 905.06;
(3) Receiving and processing applications for
renewal as specified in Env-Wt 905.07; and
(4) Receiving and processing the quarterly
reports as specified in Env-Wt 905.10.
(d)
The department shall delegate the requested authority to the approved
provider if it determines that the approved provider has sufficient resources
to undertake the specified administrative functions. Such delegation shall be valid for so long as
the organization is an approved provider, provided that the organization may
discontinue undertaking the delegated authority by providing written notice to
the department at least 30 days prior to the discontinuance.
Source. (See Revision Note at chapter heading for
Env-Wt 900) #12809, eff 12-15-19
Appendix A: State Statutes
Implemented
Rule Section(s) |
State Statute(S)
Implemented |
|
Env-Wt 900 (see Part below for specific paragraphs) |
RSA
482-A:1 & 3; RSA 482-A:11 |
|
Env-Wt 904.04(b), (c), & (d)(3);
904.08(b) intro; 905.07(b) |
RSA 482-A:1 - 4, 6, 8 - 34; RSA 483:8-a, III |
Clean Water Act, 33 U.S.C. Chapter 26, Subchapter IV, § 1344 (Permits
for Dredged or Fill Material); 33 CFR Parts 322 & 323; USACE Gen. Permit No. NAE-2016-02415 |
Env-Wt 905 |
RSA
482-A:3, XVII through XIX |
|
Appendix B: Incorporated
References
Rule |
Title
(Date) |
Obtain
From: |
Env-Wt 903.05(c)(2), Env-Wt 903.05(e), Env-Wt 904.07(b) |
NH Stream
Crossing Guidelines (May 2009) |
University of
New Hampshire Download at no
charge from: https://www.des.nh.gov/sites/g/files/ehbemt341/files/documents/2020-01/lrm-unh-stream-crossing.pdf |
Env-Wt 903.04(j)(1) |
Applied River
Morphology, Dave Rosgen (1996) |
Wildland
Hydrology 11210 N. County Road 19 Phone: (970) 568-0002 Email:wildland@wildlandhydrology.com Available
new for $71.76 + $10.00 shipping from https://wildlandhydrology.com/books/?id=32&course=Applied+River+Morphology Available used or new from
Amazon.com and other sellers from
~$63 (used) to ~$155 (new). |
Appendix C: Statutory Definitions
RSA 487:16
I-a. “Exotic aquatic species of wildlife”
means wildlife, as defined in RSA 207:1, XXXV, that:
(a) Depend on a freshwater aquatic
environment; and
(b) Are not naturally occurring in New
Hampshire or have not become established in New Hampshire as
a result of an intentional introduction program by a state agency.
II. The term “exotic aquatic weeds” includes
only those species of vascular aquatic plants which were not part of New
Hampshire's native aquatic flora before 1950. Cabomba
caroliniana and Myriophyllum
heterophyllum are examples of exotic aquatic weeds.
Appendix D: Other
Statutory Provisions
482-A:3, XVII
XVII.
State and municipal public works employees who have fulfilled the requirements
of a certification program developed by the department may maintain, repair,
replace, or modify culverts up to a maximum diameter of 48 inches, or the
hydraulic equivalent, as long as the structure can pass flows from the
contributing watershed without causing damage to upstream or downstream
properties, and in accordance with best management practices to protect water
quality, without prior notification to the department. Federal employees who
otherwise meet the requirements of the program developed by the department may
maintain, repair, replace, or modify culverts as specified in this paragraph on
any land within the state that is owned or managed by the federal government.
XVIII.
The department shall develop an installer's certification program, in
accordance with paragraph XVII, and shall determine the educational
requirements for certification, including continuing education requirements.
Professional engineers who are duly licensed by the New Hampshire board of
professional engineers are exempt from the program requirements of this
section. All certified individuals who perform such work shall submit a
quarterly report to the department fully identifying work that they performed
during each quarter and documentation of continuing education requirements.
XIX.
The department shall issue an installer's permit to any individual who submits
an application provided by the department, and has
satisfactorily completed the program in accordance with paragraphs XVII and
XVIII. Permits shall be issued from January 1 and shall expire December 31 of
every other year. Permits shall be renewable upon proper application, and
documentation of compliance with the continuing education requirement of
paragraph XVIII. The installer's permit may be suspended, revoked, or not
renewed for just cause, including, but not limited to, the installation of
culverts in violation of this chapter or the refusal by a permit holder to
correct defective work. The department shall not suspend, revoke, or refuse to
renew a permit except for just cause until the permit holder has had an
opportunity to be heard by the department. An appeal from such decision to
revoke, suspend, or not renew a permit may be taken pursuant to RSA 21-O:14.
Appendix E: Summary of
Abbreviations and Acronyms
Term |
Meaning |
“Best Management
Wetlands Practices for Agriculture” dated 2019, published by the NH
Department of Agriculture, Markets, and Food |
|
A/M BMPs |
“Wetlands Best
Management Practice Techniques For Avoidance
and Minimization” dated 2019,
published by the New England Interstate Water Pollution Control Commission |
CPESC specialist |
Certified
Professional Erosion and Sediment Control specialist - an individual
certified by EnviroCert International, Inc.® as
competent to develop and implement erosion and sediment control practices |
CY |
Cubic Yard |
Federal
classification method |
Method
established in “Classification of Wetlands and Deepwater Habitats of the
United States”, adapted from Cowardin, Carter, Golet and LaRoe (1979), August
2013, FGDC- STD-004-2013 |
Federal
delineation method |
Method
established in “Wetlands Delineation Manual”, Technical Report Y-87-1, Corps
of Engineers, January 1987, and “Regional Supplement to the Corps of
Engineers Wetlands Delineation Manual: Northcentral and Northeast Region”,
Version 2.0, U.S. Army Corps of Engineers, January 2012 |
Forestry BMPs |
“New Hampshire
Best Management Practices for Erosion Control on Timber Harvesting
Operations” dated 2016, published by the University of New Hampshire
Cooperative Extension |
HOTL |
Highest
Observable Tide Line |
Invasive Plant
BMPs |
“Best Management
Practices For the Control of Invasive and Noxious Plant Species” dated 2018,
published by the NHDOT |
Marina BMPs |
“Best Management
Practices For New Hampshire Marinas” dated 2001, published by the NHDES
Pollution Prevention Program |
LAC |
Local [River]
Advisory Committee |
LiDAR |
Light Detection
and Ranging - A surveying method that measures distance to a target by
illuminating the target with pulsed laser light and measuring the reflected
pulses with a sensor, with the differences in laser return times and
wavelengths then being used to make digital 3-D representations of the
target. |
LF |
Linear Foot |
NH Method |
“Method for
Inventorying and Evaluating Freshwater Wetlands in New Hampshire” dated 2013
and revised 2015 and 2016, available at https://nhmethod.org/ |
NHB |
Natural Heritage
Bureau of the NH DNCR |
NH DNCR |
NH Department of
Natural and Cultural Resources |
NHF&G |
NH Fish and Game
Department |
NHDOT |
NH Department of
Transportation |
NRCS |
Natural
Resources Conservation Service of the U.S. Department of Agriculture |
PBN |
Permit-by-Notification
(created in the rules) |
PRA |
Priority
Resource Area - a jurisdictional area that: (a) Has
documented occurrences of protected species or habitat; (b) Is
a bog; (c) Is
a floodplain wetland contiguous to a tier 3 or higher watercourse; (d) Is
a designated prime wetlands or a duly-established
100-foot buffer zone; (e) Is
a sand dune, tidal wetland, tidal water, or undeveloped tidal buffer zone; or (f) Is
any combination of (a) through (e), above. |
Professional engineer |
RSA 310-A:2, II.
“Professional engineer” means a person who by reason of advanced knowledge of
mathematics and the physical sciences, acquired by professional education and
practical experience, is technically and legally qualified to practice
engineering, and who is licensed by
the board or otherwise authorized by this subdivision to engage in the
practice of engineering. |
Routine Roadway
BMPs |
“Best Management Practices for Routine
Roadway Maintenance Activities in New Hampshire” dated 2019, published by the
NHDOT |
SF |
Square Foot |
SPN |
Statutory
Permit-by-Notification (established in RSA 482-A) |
Subject property |
(a)
For projects in surface water for which any kind of permit is
required, the parcel(s) of land adjacent to and associated with the area in
which the project will occur or has occurred; or (b)
For all other projects for which any kind of permit is required, the
parcel(s) of land on which the project will occur or has occurred. |
Trail BMPs |
“New Hampshire
Best Management Practices for Erosion Control During Trail Maintenance and
Construction” dated 2017, published by the NH DNCR |
US ACE |
U.S. Army Corps
of Engineers |
USGS |
United States
Geological Survey |
Utility BMPs |
“Best Management
Practices Manual, Utility Maintenance in and Adjacent to Wetlands and Waterbodies
in New Hampshire” dated 2019, published by the NH DNCR |
WAP |
Wildlife Action
Plan prepared and published by NHF&G |
Water Quality
BMPs |
Recommended
practices for minimizing or preventing the direct or indirect discharge of
sediment or other pollutants into surface waters and wetlands, including
those listed in Env-Wt 307 and the Agriculture
BMPs, Forestry BMPs, Marina BMPs, Invasive Plant BMPs, Roadway Maintenance
BMPs, Trail BMPs, and Utility BMPs, as applicable |
WPPT |
Wetlands Permit
Planning Tool - a GIS tool that provides access to data for planning projects
near or in jurisdictional areas, available at https://nhdeswppt.unh.edu/Html5Viewer/index.html?viewer=WPPT.gvh |