Common use of Letter Report Clause in Contracts

Letter Report. The Engineer shall prepare a letter report which shall include the preliminary findings. The report shall also include conceptual and generic discussions of the alternatives considered, along with a comparative cost associated with each alternative and a recommended solution. • Recommendations at this point are generic and conceptual in nature, mainly for discussions with the State and the local government entities. The recommended solution must be analyzed in detail to reflect the mitigation requirements for the roadway development. • Storm drain discussion must include the preliminary sizing of the storm drain, requirement for line rerouting, preliminary detention storage volumes (if required) based on hydrograph, and initial recommendations on mitigation of impacts on the receiving streams. • Bridge-Class and Cross-drainage Structure reports must include existing hydraulic conditions, FEMA floodplain status, proposed structure design, and proposed hydraulic conditions, preliminary detention storage volumes (if required) based on hydrograph and initial recommendations on how to mitigate the storm impact on the receiving streams.

Letter Report.  The Engineer shall prepare a letter report which shall include the preliminary findings. The report shall also include conceptual and generic discussions of the alternatives considered, along with a comparative cost associated with each alternative and a recommended solution. •  Recommendations at this point are generic and conceptual in nature, mainly for discussions with the State and the local government entities. The recommended solution must be analyzed in detail to reflect the mitigation requirements for the roadway development. • Storm drain discussion must include the preliminary sizing of the storm drain, requirement for line rerouting, preliminary detention storage volumes (if required) based on hydrograph, and initial recommendations on mitigation of impacts on the receiving streams. • Bridge- Bridge Class and Cross-drainage Structure reports must include existing hydraulic conditions, FEMA floodplain status, proposed structure design, and proposed hydraulic conditions, preliminary detention storage volumes (if required) based on hydrograph and initial recommendations on how to mitigate the storm impact on the receiving streams.

Letter Report. The Engineer shall prepare a letter report which shall include the preliminary findings. The report shall also include conceptual and generic discussions of the alternatives considered, along with a comparative cost associated with each alternative and a recommended solution. • Recommendations at this point are generic and conceptual in nature, mainly for discussions with the State and the local government entities. The recommended solution must be analyzed in detail to reflect the mitigation requirements for the roadway development. • Storm drain discussion must include the preliminary sizing of the storm drain, requirement for line rerouting, preliminary detention storage volumes (if required) based on hydrograph, and initial recommendations on mitigation of impacts on the receiving streams. DocuSign Envelope ID: F3F854F6-FE6A-49D4-9872-9DC2363FC73E • Bridge-Bridge Class and Cross-drainage Structure reports must include existing hydraulic conditions, FEMA floodplain status, proposed structure design, and proposed hydraulic conditions, preliminary detention storage volumes (if required) based on hydrograph and initial recommendations on how to mitigate the storm impact on the receiving streams.

Letter Report. The Engineer shall prepare a letter report which shall include the preliminary findings. The report shall also include conceptual and generic discussions of the alternatives considered, along with a comparative cost associated with each alternative and a recommended solution. • Recommendations at this point are generic and conceptual in nature, mainly for discussions with the State and the local government entities. The recommended solution must be analyzed in detail to reflect the mitigation requirements for the roadway development. • Storm drain discussion must include the preliminary sizing of the storm drain, requirement for line rerouting, preliminary detention storage volumes (if required) based on hydrograph, and initial recommendations on mitigation of impacts on the receiving streams. DocuSign Envelope ID: F707DECA-9FA0-4A6C-8013-4547938899C1 • Bridge-Bridge Class and Cross-drainage Structure reports must include existing hydraulic conditions, FEMA floodplain status, proposed structure design, and proposed hydraulic conditions, preliminary detention storage volumes (if required) based on hydrograph and initial recommendations on how to mitigate the storm impact on the receiving streams.