Although the contract drawings , upon which the contract was based , indicated " hard rock " at a depth of 75 feet below the bed of the river , yet it was found necessary to excavate the founda- tion pit to a depth of 131 feet before finding a firm foun- dation of hard rock . The character of the stone re- moved varied greatly ; in places it was compact , then di- versified by masses of stone broken up by open , eroded and mud - filled seams , and in places there were belts of disintegrated lime stone . During the progress of the excavation water flowed freely through the seams and several open caves were found in the rock . In conse- quence of this great additional depth , it was also neces- sary to greatly increase the width of the base of the dam . Thus again the cost was materially increased because of the additional quantity of excavation and masonry . Before the writer assumed the responsibility of this work , the foundation of the stone dam had been com- pleted to the surface of the ground and the core wall had been completed , excepting the stretch between the stone dam and the gate house , which lacked about 60 feet of its height . In the spring of 1901 , this core wall cracked in five places within a length of 100 feet . This caused the writer to believe that some serious disturbance had taken place , as in his opinion the cracks were too close together to be caused by contraction . After close study of the condi- tions , there was no conclusion to be arrived at except that there was a fundamental weakness here , and , therefore , it would be unsafe to proceed with the work .