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�� <br /> verett Land Association ' G-2554 <br /> February 27 , 1985 Page 9 <br /> Soil snd gr��undwater conditions between tast pits may vary <br /> Erom thc•s � encountered by the test pits. The nature aiia extent ut <br /> varzaticn�; between test pits may not become �vivant until construc- <br /> Cion. IE variations then ap�ear, Earth Consultants, inc. should <br /> ne allowed to raevaluate the rec:ommendations ot tnis report priur <br /> to �roceeding with the construction. <br /> Additional Se:-vices <br /> It is recoinmended that Earch Consultancs, In=. provide a <br /> yeneral revi�:w of the final desiun and specifications to verify <br /> that the earthwork and foundation recommendations have been <br /> properly interpreted and implemented in the design and in the con- <br /> struction specifications . <br /> It is alsq recoironended that Earth Consultants, Inc. be <br /> retaineci to provide yeotechnical 5ervices during construction. <br /> This is to onserve compliance with the desiyn concapts, specifica- <br /> tions or recommendations anc� to allow desiyn chanr,es in the event <br /> subsurface conditiens differ from those anticipateC prior to the <br /> start of construction. <br /> The following plates are attached and complete this report : <br /> Plate 1 vicinity Map <br /> Plate 2 Test Pit Location ?lan <br /> P1ate 3 Legend <br /> Plates 4 and S Te�t Pit Logs <br /> Plate 6 Grain Size Analyses <br /> P1ate 7 Retaining Wall Drainaye <br /> and Backfill <br /> :��.••y <br /> R. F/N���� Respectfully submitted, <br /> J �` r....�.,,ti �r�, � <br /> � 1Q'���MWls,y� ��� Ef,ftTH CUNSULTANTS, INC. • <br /> � =H' M 'Ii��t? � n �/ /� n <br /> • � �� • � P "/, ��+ / <br /> e � � • / ��G9YLLJ /1 7<^^���.M � <br /> � l • � d' <br /> �� '+° t�'L���TE�°.�r ; James k3, Finley, Jr. , P, E. <br /> ',�F�. •••�...�' E`��: Chief Engineer <br /> JWJ/JRF/tm ��.��MAI EN���.' <br /> '•.....--� <br /> Eanh ConsulWnts, Inc. <br />