please complete the paper. i have already started. i have attached the paper and all the necessary documents needed to complete it

1. A Letter Template (included in the GSSD submittals pack) signed by a Qualified Coastal Professional (QCP) indicating that all permanent structures (any legally built building or structure atop a long-lasting foundation) are set back at least 15 meters from the high water mark.

2. A scaled, annotated site plan indicating:

   1. The Natural Boundary (NB) or Ordinary High Water Mark (OHWM), or Higher High Water Large Tide (HHWLT) for large Atlantic coast sites.

   2. 1 in 100-yr flood elevation for low bank (<5m) and low elevation shores

   3. Local erosion rates

   4. Sea level rise projections for the following 50 years

   5. Local flood elevation requirements

   6. Local setback requirements

   7. The plan should also include:

      1. Site elevations and contours relative to a defined vertical datum, at a minimum 1m contour interval

      2. The surveyed NB/OHWM and its elevations, relative to a defined vertical datum. The locations and elevations of all occupied portions of permanent structures relative to the vertical datum of the site plan

      3. Shoreline geology or character and, where appropriate, depth to bedrock or firm strata and size distribution of surface sediments

      4. The location and elevation of bank or bluff crest, relative to the vertical datum of the site plan

3. Overwater structures and Outdoor lighting considerations

   1. The letter Template stating that all exterior lights have been designed in accordance with the requirements of this credit and signed by the proponent’s responsible party

1. The Letter Template signed by a QCP stating that, over the design life of the project or 50 years, whichever is greater, the project has been designed such that the need to install shore protection works is very unlikely or, if shore protection is required, the project incorporates mitigation designs to compensate for any potential impacts to natural sediment supply.

2. Coastal sediment transport assessment and mapping based on existing aerial photo interpretation, a site visit at low tide, and supporting analysis showing:

   1. Dominant and seasonal sediment transport pathways and direction on the project and adjacent properties

   2. Sediment sources relevant to the project property

   3. Sediment sinks or depositional areas that may be connected to the project property or affected by changes to the property shore

3. Supporting documentation including the following topics if relevant to the site:

   1. Property geology, including grain size and surficial sediments

   2. Pre-existing and existing stability (erosion/accretion rates) that establishes the most likely scenario for 50 years or the project life span

   3. Expected sediment supply and transport prior to and following completion of proposed works

   4. Proposed design and identification of mitigation strategies, including measures to restore any disruption to the foreshore to the pre-existing elevation if erosion at the toe of protective structures may lower the beach elevation. Plan view and cross section drawings need to be signed and stamped by a QCP

4. A post-construction monitoring and sediment nourishment plan, if required. (Likely not)

5. Any required permits or authorizations from local, provincial, or federal government agencies, and First Nations representatives

1. Letter template signed by Qualified Environmental Professional (QEP)

2. A scaled map of the project shore zone (riparian, foreshore [intertidal and shallow subtidal zones] if in-water works are planned) showing the location and extent of all critical or sensitive habitats in the shore zone in relation to the planned development works, including adjacent shores

3. A copy of the approvals or permits from the appropriate regulatory agency/agencies demonstrating that no critical or sensitive habitats will be impacted

1. Letter template signed by QEP indicating the local requirements for vegetated buffer width or length

2. A scaled site plan showing the location and typical species composition of the existing riparian zone indicating the portion (min 50% of shore length) to be conserved and, as needed, restored. The plan, or an accompanying report, should indicate how the width of conserved riparian zone will be protected during the construction phase (fencing, signage, etc.) and which species will be used

3. If planting is required, a vegetation or re-vegetation plan for the conserved and/or restored riparian zone prepared by a QEP, including selected plant species and landscape design

4. Pre- and post-construction photographic documentation of the designated riparian zone

5. A post-construction monitoring plan is required if the project includes riparian restoration (planting). The plan should assess and confirm the functionality of restored areas. The monitoring plan must include benchmarks for habitat functionality, methods for tracking species survival after planting has occurred, viability, time frame (minimum of 3 years or whatever is required by local agencies) and a financial commitment to complete the monitoring plan and implement maintenance or remedial measures if required. The monitoring plan may be combined with the vegetation plan.

1. Letter template signed by QEP

2. A copy of the Construction Environmental Management Plan (CEMP) with documentation that the plan adheres to the referenced Best Management Practices

3. For constructed projects or projects under construction, copy of one or more CEMP reports indicating compliance with the CEMP.