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4.4. So"Avamlabalaty ......................... ................................................................. 0 4.5. TORGRFaphy ......................................................... ....................................................... 0 4.6. Qfflatelepy.............................. .......................................................................8 4.6.1 Isehyetal MaIB and PFeeipwtatien..............................................................................................0 4.6.2 Heedp'aon.............;....................................................................... 4.6.3 Design StOFFn................................. ................................................ 4.6.4 Eyal3ffatien..................................................................................................................................... 4.6.5 Run on and Runeff Volume and Patteffl ................................................................................... 4.6.6 W*nd-Rese............. .................................. ........................................................ 4.7. Geokwy............................................................ ................................... 4.7.1 ReR*ona'Gee'ep-Y.......................... ............................4................... ...................... 4.7.2 Lerza'Geeleev........................... ........................ ........................ 4.8. Rep,*enal Faulting and SeismidtlyL...................................................................................... 4.9. Eng6neeF4ng and Chemeeal PFOPeFtie5 of Sob! ................................................................. 4.9.1 Stability Analysis...................... ................................................ 4.10. HY&GgeeleRk Setting..................................................................................................... 4.10.1 ReR*ena' HydFOReelepy..................I.............. ...............................................13 4.10.2 Site HydFegeeleRy........................................................................ ........................13 4.10.3 Reg*enal GFeUndwateF Quality................................................................................................ I A 4.10.4 GFeUndwateF Use......................... .............................4................. ................ 5 FACILITAES OESIGN AND CONSTRUCTION STANDARDS..................................... ............ 16 S.i. Des*Rn StandaMs.................................................................................................................1G 5.2. r- 5.2. Desugn Responsibility.................. ...................................................................1v 5.3 Ir- 5.3. Genprnl Qiimn�c1 .D I-I --51-11 aFameteFS....................................................................... .........................17 5.3.1 PFeyoeus DesoRn.................................................... —.....................e..s....................17 5.3.2 FUtUFe Design............................................................................... e......................17 5.3.3 C16pAa±--j—.j----a teFS.......................... ........................................................10 5.3.4 Seismoe Des*Rn ............................................................................... ........................ 5.3.5 Maximum Height..............................................4.. ........................ ........................ 5.3.6 Minimum Refuse E'evateen.................................... .................... 5.3.7 Minimum Five Feet SeoaFatffien taGFOundwateF. ........... ...............................19 Foothill Sanitary Landfill Page vi Public Works/Solid Waste Joint Technical Document County of San Joaquin—Revised 7/30/10