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Tablc 1-Z.1 Season�l Limitations Rating Chccklist <br /> Check each condition that descr`.bes the site to be developed and add up the associated points. The total score <br /> will correspond to a seasonal limitation period for land alteration activities(see Section 1-2.2.1). <br /> existing slope of site(average,weighted by areal eztent): Points <br /> 2°/a or less ............................................ ................................................................................ 0 <br /> —>2-5% ................................................................................................................................... <br /> —>5-10% ................................................................................................................................. � 1 <br /> i �>10-15% ...............................................................................................................................�SU <br /> >15% .................................................................................................................................... 50 <br /> site area to be cicared and/or graded: <br /> <5000 sq. feet ....................................................................................................................... 0 <br /> _�5000 sq. feet- I acre ............................................................................................................� <br /> 1-2 acres ............................................................................................................................... IS <br /> —>2-5 acres ...................................... .................... ................................................................. 30 <br /> >5 acres ................................................................................................................................ 50 <br /> quantity of cut and/or fll on site: <br /> <_5000 cubic yards ................................................................................................................ 0 <br /> �>5.000- 50,000 cubic yard� ................................................................................................. � <br /> >50.000 - 100,000 cubic yards ............................................................................................. 5 <br /> -->)00,000-Z00,000 cubic yards ........................................................................................... 2 <br /> —>?00,000 cubic yards ........................................................................................................... 40 <br /> ' runoff potential of predominant soils: <br /> hydrologicsoil group A' ...................................................................................................... � <br /> �hydrologic soil group B' .......... • � <br /> ........................................... ................ <br /> _hydrologic soil group C• .................................................... ................................................. <br /> _hydrologic soil group D" ...................................................................................................... 40 <br /> classification of predominant soils: <br /> GW,GP, SW, SP soi�s# ................................................................................................... ::� <br /> �'dual" classifications + ..................................................................................................... <br /> GM, GC, SM, SC soils# � <br /> ........................................................................................... <br /> .......... Z <br /> —ML, CL, MH, CH soils# ....................................................................................................... 40 <br /> �5 <br /> , decp utility installation ........................... _ <br /> ................................................................................T O T A L <br /> � 6� <br /> * Soil Conservation Service, Soil Surve} of Snohomish Coun[y <br /> �`� Unified Classification system <br /> * GW-GM,GP-GM, GW-GC, GP-GC, SW-SM, SW-SC, SP-SM, SP-SC <br /> I-2-6 <br /> I <br />