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January 2012 Capital Investment - National Grid

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Exhibit ___ (EIOP-19)Page 36 of 684failures. Only the 3A and 3B towers that pose significant safety concerns (i.e., nearpublic roads, railways, or navigable waterways) were replaced on the Edic-New Scotland14 line. For public safety reasons, a similar program addressing public crossings for theremaining four lines is proposed. The two projects included within this program are:Leeds - Pleasant Valley #91/#92 tower reinforcement (C08017) and New Scotland –Leeds #93/#94 tower reinforcement (C07918).Drivers:This investment is needed because failures of tower types 3A and 3B have alreadyoccurred on the Edic-New Scotland #14 line. In October 2003, Structure 347, a type 3Adesign tower, failed. Two previous failures occurred on type 3B design towers, Structure3 in 1977 and Structure 66 in 1992 (adjacent towers 63, 64, 65, 67, and 68 were alsodamaged by the collapsed tower). Phase II will address the four remaining lines afterTransmission Planning reviews future load needs associated with them. When the studyis completed, the likelihood for a system upgrade beyond what is proposed to addressthe design deficiencies will be better understood.Customer Benefits:Public safety is the primary driver of this program. In addition to the safety benefit, theprogram promotes reliability by reducing the risk of thermal constraints, system instabilityand widespread cascading failure of the transmission system that could result from theloss of key circuits following a tower failure.The towers targeted under this program are those 3A/3B towers:• adjacent to road crossings• adjacent to railroad crossings• adjacent to navigable waterways• towers at transmission line crossings, and• replaced to reduce excessive cascading potential2011 to <strong>2012</strong> Variance:The Company and the NYISO are reviewing the future load needs associated with the345kV New Scotland–Leeds #93 and #94 lines, Athens-Pleasant Valley #91, andLeeds–Pleasant Valley #92 lines by June 2011. Because of the current system planninguncertainty and as a result of the objective to reduce capital investment levels, theCompany has deferred commencement of Phase II of this project. Any structure failureoccurring during this deferral period will be managed through the Damage / Failurebudget using temporary structures or wood replacement structures.In order to re-assess the potential risk of individual structures to extreme longitudinalwind loadings, a repeat meteorological wind study was completed in calendar year 2011.The study evaluates 55 years of wind data and this information will be used once theproject is restarted.II-1937

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