Griffiths Engineering was responsible for designing the building, developing site plans, and specifications in-accordance with applicable codes. Griffiths Engineering also provided construction management services.

Designed plans and specifications for the new estate including site plan. Presently providing construction observation services.

Prepared an engineering study for the replacement of the existing culvert which failed. Phase 2 included preparation of final plans, specifications, and submitting applicable permits. Griffiths Engineering also provided construction observation services.

Designed plans and specifications for the proposed new subdivision. Project included design of all utilities including sewer, water, storm sewer, micro-pool pond, soil erosion and sedimentation control plan and full storm water pollution prevention plan (SWPPP). Applied for applicable permits and obtained approval from planning board for project.

This project consisted of producing design plans and specifications for new pavement sections, horizontal & vertical alignments, sidewalks, curbs, water lines and more.

This project consisted of producing design plans and specifications for new pavement sections, horizontal & vertical alignments, sidewalks, curbs, water lines and more.

Design Plans, Specifications and Water Model Report. Project consisted of modeling the existing distribution system of approximately 500 homes and designing a 500,000 gallon water tank on a new site, new booster pumps, power, control, telemetering and new water mains. The system was modeled with Haestads WaterCadd design software.

Prepared Landscape Architect plans which included stamped asphalt, new entrances, retaining walls, new fencing and landscaping.

Designed plans and specifications for the Town of Unions future restroom facility on all future parks in-accordance with the applicable building codes.

This project consisted of producing design plans and specifications for new pavement sections, horizontal & vertical alignments, sidewalks, curbs, water lines and more. Griffiths Engineering also provided construction inspection services for this project.

Griffiths Engineering was responsible for the site design including plans, specifications and a stormwater pollution prevention plan for a 56 acre planned unit development (PUD) located in the Town of Union. The project included new water lines, sanitary sewer, extensive earthwork, asphalt roadways, landscaping and a complex stormwater collection and treatment system.

Grifftihs Engineering assisted the Town of Conklin with various flood mitigation strategies. This included applying for FEMA Grants under the HMGP 1589-DR-NY and PDM-C FY 2006 programs.

Griffiths Engineering teamed with Woidt Engineering & Consulting to develop a flood study for Our Lady of Lourdes Hospital located in Binghamton, New York. The study was used to determine the cause of the flooding as well as analyze several options to remediate the problem. The study developed several options to control the flooding of the Susquehanna River through flood walls and levees.

This project involved a study and design for providing a flood protection system for Our Lady of Lourdes Hospital in Binghamton, NY. The Hospital, located in the 10-year floodplain of the Susquehanna River, has experienced chronic flooding problems at high river stages. The Hospital, located in the 100-year floodplain of the Susquehanna River, has experienced chronic flooding problems at high river stages. The hospital power plant is particularly vulnerable to flooding and has necessitated the use of costly measures such as temporary earth berms and stormwater pumps to insure continuation of hospital operations. This project investigated permanent alternatives to minimize or eliminate future flooding of the facility. The project included hydrologic and hydraulic modeling of the Susquehanna River, assessment of flood plain impacts, investigation of alternative flood prevention alternatives including earthen levee systems, portable panel and bollard walls and design of interior flood removal systems. The project included extensive coordination with State and Federal resource agencies including FEMA, NYSEMO, NYSDEC and the USACOE. Completed the final design phase for designing the permanent concrete T-walls to the 500 year flood elevation. This included closure structures, interior drainage, pressure gates, pumping stations, utility relocations, letter of map revision, and the development of an operation and maintenance plan.