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' ' 1. <br /> � �rh�ch gtves a maund ratto of 2J (mintmum) <br /> �� 0.45 gpd/ft� AbsorPtian area Soil Loading Rate, d�r��d�tlo 2.7 <br /> (this must match the soit barisig toB) _�d��e site slot�e,if differ�t than uP�M�I <br /> q� G�percent site slope (0-26�rartge) � <br /> 24 inches. or 2.0 ft,to Redox or other limittng condition (need at least 12'to 6e a Type p <br /> Treatment zone confiait�s�0 inthes of 4%�iICRITICAI 0�RE CERTt CA7fON5�ft. Giving a: <br /> � 12 inch,or 1.0 ft. 5and Cift Mourtd <br /> � 27.D ft.Total ABSORP7l0A�'kidth lsand beyond rockbed) <br /> zs) 0.0 ft.upslope and sideslope <br /> 17.0 ft.DownsloPe <br /> Individual slope ratios give BERM widths(tapsajl beYond rockbed?of: <br /> � 4:1 upstope ratio 9 ft,upslope derm <br /> � 4:1 sideslope 15 ft�sldeslope bemis _ <br /> i7 4:1 �wnslope 22 ft.downslcPe berm <br /> 2j Overall Dimensions: 10 fL wide bY 62.5 ft. lonB RoCk bed <br /> 41 ft.wide bY 93 ft. tong A�und footprint <br /> 4�nspection pi� . <br /> 18'cover'�toP <br /> U berrr+ 0 <br /> pownsta e berr�n � <br /> 12 tover om sides <br /> � ��N���`p� <br /> 1 A ��n��lift <br /> Z.0 ��Pt�tm L�mitin� <br /> � �'im�lingGondition ---�__T�anVdidf[h 27.0 "—__� _�...�.___�__ <br /> ote: �c�t�dlh is measured from t�he deo'ecluaQy in both directions. <br /> For 0 tfl 1�slapes,.466srr1'pt' of the� <br /> �or slapes>1�,+�rPtfa�WlrJth is rneasured tbwnhill�rom the upstope ed�e <br /> 33� Ro�c Bed: 2g yd'or'1.4= 39 tan <br /> 10 ft.bY 62.5 ft.bY �inches under ph�,P�us 20%gives � <br /> Ntound Sand: (note:volume is based on 3:1/4:1 slope from top of rodcbed.ExchanSe�c�d for loamY cap if desired) <br /> 19.0 � + TG.1 do�msloPe + 11.6 ends+ 32.4 ��k= 162 Yd'or'1.4m 227 ton <br /> LuamY�P�by 89 fG 5"deeP,P��26�S�S �Yd'oT'1.A= 102 ton <br /> � TapsoiL• 85 yd'or"1.4= 119 ton <br /> 41 ft.by 93 ft. 6"�eP,pUis 26%$h'es <br /> t hereby certify that I have comPleted this wark in aceordance with all apP�icable ordinances.rutes and laws. <br /> �� � / Il� � C�.��Gss�.�.�� f�Y(. �� DateTA14 <br /> Tf ` <br /> Desig�r Signature �Om�y <br />