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— Mr. Bill Ruekn V!�•8396 <br /> 26 S�pt�mb�r 1392 Pape 15 <br /> _ Our fisld exploradon propnm diselosed somewhat vari�bla turface and subsurface conditions acrou <br /> ths sits. Ths inteprity md ps�form�nce of the foundation syttemo at thic she depend preatly on propsr <br /> sk� proparation �nd consuuction prcesdures. Due to ths variabla subsurfacs soil and proundwater <br /> conditions observed, h appsan at thic tims that eonsider�ble professional field judpement will be <br /> naassary in order ta detertnine the adequscy of the site drainapa and foundation support systems. <br /> 7Teroforo, because of our f�miliarity with the she soilc, ws rocommend that RZA AGRA be retained <br /> to provids ysotechnical enpinserinp services durinp the earthwork rnd foundation construction phases <br /> of ths project. If variations in ths subturfacs condidonc are obaerved at tha time of conatruetion, ws <br /> would be �ble to provids additional peotechnical enpineerinp recommendations to the eontractor�nd <br /> dasipn tsam in a timely mmner as the project conatruetion proprosses. <br /> Ws apprsciats this opportunity to be of servics to you and would be pleased to discuss the contenu <br /> of thfa report or other aspecte of the projeM with you at your convenience. <br /> "' Respsctfully submitted, <br /> RZA AGRA, Inc. <br /> � , <br /> t � &ucs Gusnzler �P��we�i�c� <br /> Senior Suff Geolopist 4 TF �i� ��Zv'N <br /> , � <br /> ...�.. <br /> �v <br /> p ��' ,-O 4� <br /> Benjamin R. Weisa, P.E. '"E� `���ST�-'` � <br /> ey, , E�G <br /> Senior Projea Enpineer <br /> wn <br /> _. / • ea•..�.�: <br /> F ... o�< �� <br /> John E. Zippar, P.E. � " : �x <br /> . Atsociate �,o A���� ,ag <br /> .n d`GIS1`E��v ,�;�: <br /> Enciosures: Fpure 1 - S tsSl� L�o atio Plan <br /> ' Flpure F�'aerSl�Fill�on Slo e etail <br /> Rpure 3 - Lateral Earth Pressuros on Soldiar Pile Retaininp Wall <br /> Test Pit Lops TP-1 throuph TP-16 <br /> ' Borinp Lop B-7 <br /> � G, AGRA <br /> Earth&Envrronmenial Group <br />