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l. Loose sot 1s Ylthin aress of fill sha11 be processed <br />by either excavaLing and sLockpillng the loose so11 or by <br />siarifylng' sdjusting the so11 Eoisture content to the <br />aDount s!ecifiid in thls rePort, and corEPacting to-the <br />recoonendLd relative coopsctlon 8s determined by A'S'T'X' <br />Tesr l,lerhod D-1557, <br />SITE PREPARATION <br />2. The soils vlthin areas of f111 placeoent <br />processed to a depth adequate to insure Lhe renoval <br />ir"" roots and piPe l1nes and the compaction of <br />left fr om tree removal. <br />sha11 be <br />of na jor <br />csvlties <br />L <br />4. Cesspools sha11 be punped of liquids and.solids and <br />backfilled with clean sand or pea gravel. The sa nd backf i1'1' <br />vhlch sha11 be approved prior to use, may be flooded and <br />Jetted for obtaini n g compaitio, ' Any unsuitable backf iI1 of <br />iesspools shal1 be removed when found to be not in <br />co*piian." rdiEh the recoErDendai-lons contalned in the <br />report(s). The preparation of cesspools sha 11 be observed by <br />th; soil enginLer, Pernits ooy be required by the local <br />governmental aBency f or this proJect and - -thelrJpecifications ior abandonmer,t, 1f anL should be <br />considered. <br />5. Abandonment of oi1 r'e11s sha11 be in eccordance Yith <br />California State Lav. The backfilL of cavlLies resultlng <br />from the abandonment of oi1 ve11s sha11 be coopacted in thln <br />1j.f ts und er con Linu ou s observa tlon of the soi 1 engineer as <br />specified in "Slte Preparatlon", Iten 3 above. <br />6. UnL es s oLher\dise specified ' the tops of any abandoned <br />subsurface structure sha11 be reooved to a depth of 5 feet <br />belov the f i n lshed grade in bu 11d1ng areas and Eo a depth of <br />1O feet below flnished Srede 1n all other areas. The area <br />when backfilllng 1s required shal1 be perforned 1n <br />accordance wlth ttSlte Preparatlon", Itens 3 and 5 above. <br />3. Excavatlons required for the renoval of subsurface <br />6tructures sha 11 be cl eared of any loose soil ' the reBultlng <br />surface oolsture cond 1t loned , and fi11ed nith conPacted <br />soil. The ba ck f 111 of such excavations sha1l be c ornpac Ee d to <br />the relative c ompac t ion reco:rmended in this report. <br />t_ <br />L <br />7 187 Page D