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� <br />Table I-2.1 Seasonal Limitations Rating Checklist <br />' Check each condition that describes the site to be developed and add up the associated points. The total score <br />_ will cortes�ond to a seasonal limitation period for land alteration activi[ies (see Section 1-2.2.1). <br />existing slope of site (average, weighted by arcal extent): <br />Points <br />I2% or less ............................................................................................................................. 0 <br />>2-5% ................................................................................................................................... 5 <br />>5-10% ................................................................................................................................. I � <br />� —>10-15% ................................................................................. ............................................. 30 <br />>15% ........................................_...._ .................__ ___......... ____ . .. ..... ..._.._.... .. _ _ U <br />site area to be cleared and/or gradcci: <br />I<5000 sq. feet ......................................................................._............... ..........._................. o <br />_5000 sq. feet - I acre ..................................................... .................................................... 5 <br />I 1-2 acres ............................................................................................................................... 1 i <br />--�2-5 acres ............................................................................................................................. 30 <br />� >5 acres <br />................................................................................................................................ �0 <br />quantity of cut and/or fill on s�tc: <br /><_5000 cubic yards ...... ....................................... ................................................................. 0 <br />�>S,OOL' - 50,000 cubic yards ............................................................................................... 5 <br />.—>50,000 - 100,000 cubic yards ............................................................................................. 10 <br />>IOQ,000-?00,000 cubic yards ........................................................................................... 25 <br />>200,000 cubic yards ........................................................................................................... 40 <br />runoff p��tential of predominant so�ls: <br />_ liydrologic soil group A' ...................................................................................................... 0 <br />--hydrologic soil group B* ...................................................................................................... 10 <br />--hydrologic soil group C' ...................................................................................................... 20 <br />--hydrologic soil group D' ...................................................................................................... 40 <br />classification of predominant soils: <br />GW. GP, SW, SP soi�# ....................................................................................................... 0 <br />—,�dual" classifications + ........................................................................................................ 10 <br />I —GM, GC, SM, SC soils# .................................... 20 <br />................................................................... <br />� ML. CL, MH, CH soils� ....................................................................................................... 40 <br />deeputi!ity installation ..................................................................... .......................................... 25 <br />TOTAL <br />' Soil Conservation Service, Soil Sun�ey of Snohomish County <br />'# Unified Ciassification system <br />} GPJ-Gtit, GP-GY, G�V-GC, GP-GC, SW-SM, SW-SC, SP-SM, SP-SC <br />I-2-6 <br />