CHAPTER I!, SECTION 6 =: or - 3 . soa = + cera Sins tg ~ ~ Sum > ~~ Senne S —_: _-— x La a= et ™,. " ree +> = nag, “ SS. ee . Maa8 TS, EO p, oP + : aa eo * “ 4z a Vea eo 7 <= ' _ we v iv, a0 S33 ae le geen, ae ~ 2 a SHOe le -*. ~t. =, eraseCO ~7 = “~™ s ff 2~ PEO ES ” o Zur, - - * a ~ . ca * _e -_ Ly? a a ~ Figure 2-210. Charlie Causeway - Construction of Bulkhead side only with a three-inch thick timber bulk- and rough grading in mid-July 1953, obser- 15 feet wide. After partial completion of fill bulkhead as originally designed was unnecessary. A Contractor recommendation that chis be deleted, at a saving of approximately $60, 000, was approved on 13 August 1953. The DUKWramp wasrelocated from the ocean side to the lagoon side of the working area at the end of the causeway where natural accretion head. Figure 2-210 notes this construction and status of work on 15 September. The bulkhead is supported by 60-pound used rail driven on four-foot centers, without tie-backs. The pipeline required approximately 32 feet of this right-ofway; the 24-foot access road, including safety shoulders, required 40 feet; and the shoulder on the ocean side for pipeline construction was vations of wave action under severe wind and tide conditions indicated that the ocean side Page 2-210 A a nina EMBER me er ~ on a fos “<nisad cs aned