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8.A. - Page 100 <br /> The Hanflrable Mayor and Membeis of the Ci#y Canncil <br /> Pa$e 2 nf 4 <br /> Angust 15, 20I 1 <br /> the EIR back to Staff to wark with the Ci�ty's r,onsultants to make sure that the EIR fully <br /> and clearly exp�ains any vost-reIate�i €easibility concerns (smaller home� would not <br /> suppnrt the �ost of the xnitigatioa xneasures, etcj. <br /> Our tesponsE to tbis is that the language "ta the ext�ent feasible" is lauguage from the <br /> preparer� af the City's EIR, not langtiage fram the applicant's cansultants. The leading <br /> geoZogists in the Bay Area have reviewed and reparked an the propased development and <br /> if tlie �ity Staff ar thc City has same quarrel vv�th or objectian to the findings and <br /> opinians af those experts, th�n the City ar the Staff shauld present facts upon which to <br /> base the�r abjectians, or upon which to found their cancerne. <br /> '�'lae draf� EIIt, in SectiQa 3.5, Geology and 5oils, pages 3.5-11 and 3.5�12, includes <br /> mitigatiion mcssurc Gcolag,y-1, whi�c� says that: "All recommenda.tions in the TRC <br /> Lowney (2Q4'7) and Coxnerstone Earth Group (2Q08j and Treadwe,ll & Rollo (2008a snd <br /> Zfl48b} geotechnical feasibility documents, included in Appendix E shall be impleme�l�d <br /> to the extent feasble." T�ere then fallow 21 bullet point itemis d�aling wftli z�moval ar <br /> replacemeut af fi11, drilling pier foundatic�ns, installing permaixent draan�ge me,asures, <br /> recluirjng drilled pier foundations on slaping lats, de#�iled faundatian exploratiiona, <br /> consiruction of garage slabs, driveways, wallcways, site and side�v�lks, et�., r�etaining <br /> wa�ls, biaretention basins, detailing nf conatruction contml jaints wit.h conc�ete slabs, <br /> detailed crcek bank evaluation, d�ign 1eve1 geatechnica� investigatiAOn for a�rtain iots <br /> a�or�g the downhill side of Iaurel V�ay, minimtun setbacks from top of the creek bat�ks; <br /> c;reek bank s#�.bilization metltods, Iinaiting aurface wat�r rprx oi� i�o creek, it�,stalling sub- <br /> drain �ystems, having a geoteGhnical engineer on aite just fallowing hea�y rains#omns ta <br /> evalua.te loc�ation of spxing,s and provide mitigatinn recammendationa, removing �khallow <br /> existing landslid�s, further e�ralu�hon of t�ucstionable landslide areas, lining of the <br /> bottom of �io-retention basins, providing autfall �pr bio-refentzoa basins, all struchues � <br /> be desig�ed in accordance w�ith seismic desigri criteria of the 204] Unifarm B�iIding <br /> Code or ather recent applicabl� building codes, etc. The r.owney report consists of 1� <br /> pages wbich include a detailed e:tarnination vf a�l geoIagical issues, plus 1? more pages <br /> of earhi�it�. It is hard t4 conceive af h�w a repart could be more thorough aind more <br /> deta.iled than this nne. A peer review of the TRe Lowney x�e�ort was comple�ted �y <br /> Geamatrix CQnsultants, Inc., signed by Robert H. Wrigh�, Dr. Wright oancludes that the <br /> soope of #I�e work canduc#ed by TRC was reasonable and apprapriat�, that the findings, <br /> canclusions snd reoomme�ations are reasonable and �rr� and that there are na <br /> significant potential h�zards that cannot be reasona6ly mitigated. He c.on�curs with TRC <br /> fihat a design-level and pmject s�ec,-ific g�alogic and geotechnica] invest�gation should be <br /> performed on eaeh lot at�d that construction plan xeview and constnictiom observaiYOn lae <br /> performed an each lot. The Carnersto�e Eaith Crroup re�wrt dated November 26, 200$ <br /> was done to update the 2007 TRG Lown�y report ar�d to re�pond ta comments pravided <br /> in a pear t�ev'iew �etrer from 1}eadwell & Rollo� Cornerstane agrees that the geologic and <br /> geotechnical conclusions and recoYnmendation,s ar� appropziatc for the developmetat ansi <br /> st�ates that the findings amd cancInsions af tha 200fi TRC Lowney re�ort are yalid yvith <br /> same additiozzal supplemental comme�ts which ere oantained in the Cornerstone report. <br /> T:1WP�VIN601LE'�'I'ERS�JPHVRty of Reclwood City[08 15 ] 1].dc+c <br />