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s> 0.6� gpd/ft� Absorption area Soil Loading Rate, which gives a mound ratlo of 2 (minimum) (this must match the soil bo�ing log) desired mound ratlo 2.0 2a� �6 percent site slope (0-12%range) �(%downslope site slope, if different than upstope) zs> 12 inches, or 1.00 ft. to Redox or other limiting condition (This must match the soil boring log) teads to a: s6> "*' 24 inch,or 2.00 ft� Sand Lift Mound CRITICAL FOR FUTURE CERTIFICATIONS!!1 2�� **' 20.0 ft.Totat ABSORPTION width as> 0.0 ft. upslope and sideslope (sand beyond rockbed) 10.0 ft. Downslope (sand beyond rockbed) *"" BERM widths (topsoil beyond rockbed) using 4:1 stope ratio 29> 12 f� upstope berm so� 17 ft. sideslope berms ai� 23 ft. downslope berm optional 16 ft. downslope @ 3:1 slope s2> Overall Dimensions: 10 ft.wide by 75.0 ft. long Rock bed 45 ft.wide by 109 ft. long Mound footp�int 4" inspection pipe 18" cover on top U la berm �2 Downsto e berm 23 � 12" cover on sides ' `"��,�� (6"loamy cap&6"topsoil� 2.00 Cl�far� s�nd lift -�,_ � ' 1.00 pepth to Limitin� �''� Limltin� Conditior� -�`"�' "-�----�-_�-_.--_ Absor tio� Width � 2�� -"———__ ___�.__�„ ___. - Note• For 0�0 196 s�opes, Absorption Wi`dth is measured fram Ehe Bed equa�ly in both directions. For slopes >1�, Absorptl'on W�dth is measured downhitt from the upslope ed�e of the Bed. 33) �s* ROC�C�t.'f�: 10 ft. by 75.0 ft. 9"deep, ptus 20%gives 25 yd'or"1.4= 35 ton sa� *" Mound Sand: (nate: volume is based on 4:1 slope from top of rockbed, Exchange sand for loamy cap if desi�ed) 40.4 up + 94,7 downslope + 19.2 ends+ 63.9 under rock= 262 Yd'or"1.4a 366 ton plus 20% ss) *" Loamy Cap: 41 ft. by 105 ft. 6"deep, plus 20%gives �yd'or"1.4� 134 ton 36) :�e �-OpS03�: 45 ft by 109 ft. 6"deep, plus 2096 gives 109 yd'or'1.4= 153 ton certify that I have completed this work in accordance with alt applicable ordinances, rules and laws. Chip's Septic Services LLC 2064 � � Designer Signature Comparry License# Da