1st Reading - Jersey City

Portion of PJP Landfill Site, Jersey City New JerseySite Data and Analysis,(continued), ,Flood Area Designation~ LoW lyiagareas of the site are within the 100-Wetlands Impact:year flood plain. FEMA mapsshow 100-yearflood elevation at 10 feet MSL, with potentialfloodplains within the Sip Avenue Ditch and, IRM perimeter ditçh channels, and ~ilongRoute 1 & 9,EstUarine intertidal wetlands occur tothe 'northwest of the site along the Hackensack.,, River and at the mouth of the".IRM perimeterstorm ditch. These wetland areas should not, impact upon thesite's developmei't potentiaL'Future Building FoundationsAccording to a report prepared by Malcolm Pirine, Inc; entitled "Summary ofRemedial Action PJP Landfil Jersey City, New Jersey, 'dated May 2008, any future. . . .· A minimum of 60-ft piles (approximate depth to bedrock is reportedio bebuilding wil require pile foundations in order to bè constructed on the landfil .without experiencing differential settling due to fil consolidation. M.alcolm' Pirnie,., Inc. estimates that pilng work will consist of:60-90 ft) ,. ,~teelpiles (H':section 12x74). Pile groups (4-6 'piles per cap), 25ft on center· ,Reinforced concretepilecaps,As a result of these soil conditions, Langan Engineering preformed a'study aimed, at identifying the cost associated with developing the subjeCt site with modernwarehouse buildings, Thè estimated additional development cost are itemized inthe table on the nextpagé.VALUE RESEARCH GROUP, LLC 14