Laserfiche WebLink
s6er��rson <br /> lnsta[ler Summary <br /> 2500 gallnn Septic tank(minimum) Tank options: rwne <br /> 7250 gatlai Dose tanic{rni�imu�n) af 2U.W gpi <br /> 47 GPM @ 24 ft af head, P�p�q�� <br /> 9.9 inch swing on Demar�d itoai or 4_2 mi[wtes ON Cune& C�haas OFF time <br /> 22 i�xhes fran bottorrt of tank to ptenp ON'fioat,or 72 inches to�ner ON"fioai <br /> 25 inches fran bottom of tartk to'Hi Level Alarm'float <br /> 55 ft. of 2.0 inch suppty t3t►� with end feed manifold�ctio� <br /> R'�-ZoP fee�masritotd to cantrd dra3�bnckj <br /> 24 irxh.or 2.0 ft S�d Lift Nlound <br /> 10 ft_wide by 62.5 ft. Ipng RociC b� <br /> 3 iaterals 2.00 aicfi dfamecer 60.5 ft. long 3_Q fL fateral spacir� <br /> t/4' inch perfs 3.0 ft. perforation spacing <br /> �Effluern filter&atarm <br /> 3 clean out 8 vaNe bwc a4emtriies <br /> 27.0 ft.Total sand ABSORPTION width (sand Geyond rodcbed}(minimum) <br /> 0.0 fL t�slope and sideS�ppe <br /> 17.0 ft.Downsb� <br /> Specffic slope ratios give BERAh widths(Lopsoil beyond rock[red)of: <br /> 4:1 ups(ope ratio 12 ft.upslope bem� <br /> 3:1 sidestape ]5 ft.sidestope bernu <br /> 3:1 downslope 23 ft.downstc>pe berm <br /> �-4'1115�72C[i0(1 E?!F?E+ <br /> 18"cover oR top <br /> U sto�+berm �Z berm 1 � ! <br /> t2'cover on sides <br /> (6'�p�p��� <br /> 2.0 Qean sand tift <br /> _ 1`0 Depth to L�miting <br /> Limiting Condition — -'------�---_�— <br /> Width z7.o —__ ----- ----------- <br /> Note: <br /> For 0 to��stapes,,�buarption�s'�dth is meau8�ed from the Bedeq�atty ir,both directions_ <br /> For Sfopes>1%,,qb.so�ption td�frlth is measured�rnhill from tf�e+�Slope edge of tl�e Bea! <br /> Rock Bed: 28 Y�or'1.� 34 ton 9 ��� <br /> Mound Sand: 258 ydz or'1_4- 367 bon ca(cutatbn b��3.1l4:t stope from top o{rodC� <br /> LoamY�A= 8i yd3 cr'1_4= 113 tan 6-��p <br /> ToPsoii: 93 Yd'or•1_� 1� ton (,�� <br /> � ' <br /> I <br /> � <br /> � <br /> � <br /> I <br />