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't <br /> a� a.45 gpd/ft� Absorption area Soit Load�ng Rate, which gives a mound raUo of 2.'7 {minimum} 4 <br /> (tttis must macch the soil boring tog} deslred mound ratio 2J E <br /> 2af �pe�cent site slo� (0-2()9b range) �6 (%downstope site slope, if dffferent than u�slope) f <br /> s3 14 inches, or 1.2 ft. to Redox or other limfCing conciition (need at least 12"ta be a Type t) { <br /> Treatment zane contains�0 inches of t�K solt c�edtt, and�Q inches of 5t�i soil credix. Giving a: � <br /> � 22 inch,or 1.8 ft. Sand Lift Mound CRITIGAL FOR FU'R1RE tER1'IFtCATlONS!!! j <br /> � <br /> � Z7,0 ft.Total ABSORPTl�N wldttt (with sand beyond rockbed as foltows:) , <br /> "� 0.0 fit. upsl�e and sid�sto� 4 <br /> i <br /> 17.0 ft. Qav�mstope � <br /> indfvtduat sio}�ratios give BERM wfdths (tapsoit beyond rockbed)af: � <br /> '�� 4z1 upslope ratio 12 ft. upslape berm <br /> 1 3:t s�lesto� 13 ft.sidesto�berms � <br /> 3t) 4:1 downstope 23 ft.cMwnstape berm � <br /> 3aa Overatt Dimensfons: 10.0 ft.wide by 63.0 ft. iong Rack bed � <br /> I <br /> 45 ft. wtde by 89 fG long Mound footprint � <br /> t <br /> � <br /> 1 <br /> 4"inspection pipe � <br /> 18" cQvei•an top � <br /> U st ber'm 12 Dowr�st berm Z� � <br /> � <br /> � /'42" cover on sides i <br /> �..--'"� � � --�.�`'`��.,��6"lauaaY cap 8c 6"tapeoip i <br /> �'"f� 1.8 - �t��tt� sc�l�ti tltt ' ; <br /> - { <br /> . 1,2 I}�'�tfi� cu L�r��ii in? . � <br /> f <br /> Z�mitin��ai'�d�tiot7 — ""_ -^— --�— __ _ •- -- — i <br /> Absor tion Width 27.0 � �- �' -- -- - - • - <br /> i <br /> Not�• � <br /> F'or 0 to 196 slopes, ,4bsar,�tfon i�i'�lth is measured fran the 8eQ'equalty in both dfrectfions. � <br /> For slapes >1A6, ..4��bsaptton Wldt`h is measured downhfll fran the upstope eds�e of tt� Bed, <br /> �i Rock Bed: <br /> 10.0 ft. by 63.Q ft. by �s�inches under pipe, plus 20�K gives 21 Yd'or•1.4= 29 ton <br /> �� Nbund Sand: (note:volume is based on 3:1/4:1 slope from top of rakbed, Exchange sand for loamy cap if desired) <br /> 38.9 up + 93.0 downslope � 13.1 ends+ 49.8 under rnck- 234 Yd'or"t.4� 327 ton <br /> ptus 20% <br /> sy toamy Cap: <br /> 4t ft. by 85 ft. 6"deep,ptus 2Q%gives 78 yd'or*i,4= 109 ton <br /> �sy Topsoif: <br /> 45 ft. by 89 ft. 6"deep, Pius 20%gives 89 yd'or"1.4� 1 Z5 tott <br /> I hereby cer that I have compieted this work in actardance wtth atl apptkable ordinances, ruies and laws. <br /> Rusty otson's Soil ff Perc 8�i4 8/?A/2016 <br /> gner Signature Company Licensel� Date <br />