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C. Specific Project Experience The following projects show that Degrove has 11 years of experience in providing services in accordance with the Florida Department of Environmental Protection (DEP) “Monitoring Standards for Beach Erosion Control Projects”. Project Name: Survey #13-068 Topographic and Hydrographic Survey, Bal Harbour, Miami-Dade County Client: U.S. Army Corps of Engineers Client Contact: Robert Swilley, PSM 904 232-1704 Robert.W.Swilley@usace.army.mil Cost: $18,223.28 Period: 5//2013 - 6/2013 In preparation for planned beach nourishment we were tasked with completing 11 beach profiles, 4 nearshore profiles and an offshore borrow area which was just north of Baker’s Haulover Inlet. The beach profile lines began at R‐27 at the inlet and ran south to R‐33 and included intermediate lines. Beach profile lines began approximately 150 feet landward when possible of the published or physical location of the Coastal Construction Control Line (CCCL) monument and extending easterly approximately 3000 feet into the Atlantic Ocean. We utilized RTK GPS, A Motion Reference Unit (MRU) to adjust for heave pitch and roll and Hypack hydrographic data collection and processing software to complete the hydrographic survey. Due to the time constraints place upon us we utilized two boats and associated equipment. The open boat was used for the surf zone while the 26’ Enclosed cabin boat was used offshore. The uplands were surveyed using a combination of RTK GPS and robotic total station. Project Name: Survey #13-073 Broward County Topographic and Hydrographic Survey Cost – Period $33,824.52 - 5/2013-7/2013 Client: U.S. Army Corps of Engineers Client Contacts: Robert Swilley, PSM 904 232-1704 Robert.W.Swilley@usace.army.mil Broward County SPP Monitoring Surveys – Broward County, Florida – After beach nourishment had been completed we were tasked with completing a topographic/hydrographic profiles survey meeting the requirements of the Florida Department of Environmental Protection (DEP) “Monitoring Standards for Beach Erosion Control Projects”. The survey included of 62 lines, beginning approximately 150 feet landward of the published or physical location of the Coastal Construction Control Line (CCCL) monument and extending easterly approximately 3000 feet into the Atlantic Ocean. We utilized RTK GPS, A Motion Reference Unit (MRU) to adjust for heave pitch and roll and Hypack hydrographic data collection and processing software to complete the Transiting Baker’s Haulover Inlet