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Table I-2.1 Scosonal Limitntions Reting Checklist <br />Check eacli condition that descrihes the site to hc developed and add up the essocioted points. The totnl score <br />will conespond to n seesonnl limitation period for land alter�tion activities (see Section I-2.2.1). <br />exfsNng slope af sitc (nrcrage, wcighteJ by arcal extenQ: Pofnts <br />2% or less ............................................................................................................................. ,Q <br />�—>2-5% ................................................................................................................................... U <br />>5-10% ................................................................................................................................. IS <br />>10-15% ............................................................................................................................... 30 <br />>15% .................................................................................................................................... 50 <br />sitc aren to bc cicared end/or �rnded: <br /><5000 sy. fccl ....................................................................................................................... 0 <br />5000 sy. fec� - I ncrc ............................................................................................................. � <br />�.I-2 ncres ............................................................................................................................... <br />>2-5 ncres ............................................................................................................................. 30 <br />>5 ncres ................................................................................................................................ S(I <br />qunnlity of cuc nnd/or fill on sitc: <br />�(_<5000 cubic ynrds ................................................................................................................ GO <br />>5.000 - 50.000 cul>ic yards ................................................................................................. S <br />>50.000 - 10f1.000 cuhic yards ............................................................................................. 10 <br />> 100.000 - 200,OU0 cubic Yards ........................................................................................... 25 <br />--�200,000 cubic yards ........................................................................................................... 40 <br />runoff potenlial of predominnnt soils: <br />_h�drologic soil gmup A' ....................................... ............ ................................................. 0 <br />_hydrologic soil group I3' .......... <br />......................................... ................................................ <br />�_hydrologic soil group C' ...................................................................................................... ?� <br />._hydroingic soil group D• ...................................................................................................... 0 <br />clnssificntion of prcdominant aoils: <br />GW'. GI'. S11', SP soi�� ....................................................................................................... 0 <br />—��d�al"clnssificatiuns + ........................................................................................................� <br />kGM) GC, SM. SC soils� ....................................................................................................... <br />ML. CL. MI1. CI I soils� ....................................................................................................... 0 <br />dcep ulility instnllalion ....................................... ........................ <br />� Soil Con�crvation Scn ice, Soil Suncy of Snohontish County <br />k Unificd CJassification s��stem <br />+ GR'•CiM. (iP-G�i. G11'-GC. GP-GC. SN'-SM. SW-SC. SP-SM. SP-SC <br />.......................................... 25 <br />TOTAL 60 <br />h � / � <br />� ' • � / L � � 1 � �\ � V � �` � ` , � <br />