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Home My WebLink AboutB4-962 ENG LTR 5-27-04.PDF`v't1 UM H31S �a VA'TONVOk3 a :FP"3't-9�1f. 1b�k.§*;tad`AtiCi7§C7fN 1:3'3 3111AP43389 a G'fi'OCa(l£3 .} )1U3C13H3 « `JN `31'11A3113A'V_i a'dl�'33LOHO 1NV33VS9H0 « ON'BUO`ILMA0 « UW380ALLI'£3 '3N'3'i'1114'4k-ISV �S3H3NV'HR aUo*.NpuL3.h a ZG2t a (tog) xVA . &QLZ-V9Z (1,09) 3NOH431331 SIM-MU Vtt ON£TM401N * 3q9LZ X013 - CIVOU N0J,8VGV4n0 SM=tr"WIUV68 V3H palePlOsuOD Pue SIP ul # MOP * eale SIM Wpjoeq # # Ljjdap # # # iquioo qqj wojj j!oSdOJ pue sijqap Gul lie GAOUJOJ 01 POPUGWWOO apei6qns uollu-pun, #JOM #.: # # ♦. * wou wopuej le p;Dwjojjad sem# # paiewul pgqojd sewe JaL410 11V WjnOg # Isenbei aqj.� 1e9VL-H0LG aagwnN PafOad URd ON `AJW!H 06131PA U019 UOp6ulgV :}OGFOad 099 N `AJONOIH £ 64 XOd 'O'd °OUl 'r(Uadwoo 6Ulpllnd suiggO UIgg021 liem@IS'jVq quallo INOd3N llV # . +r ADI. e 'UM 03HONnN :as ".' INI ,. ,:.. r U e.cr 20 1881 Ot M, D GT Page 2 below the surface or at refusalMinorgroundwater seepage was observed »one test location Section / »/j/?\ldepth 18 inches foundation bearing level. tz»d on the results our ®sing w implementation »<x<»� oour recommendations, ©nea u\\.foundationt\»\« er evaluated are suitable for the support v the foundations designed foranet allowable§bearingpressure\\/\of 250 pounds per squarethe locations tested It was rah «<.»wn to place «® ! concrete as sa possible, • re-evaluate »- »\» /\{/»e nditions»+ 4concrete placement