Laserfiche WebLink
X <br /> � m <br /> i <br /> X <br /> ' <br /> (920.50 <br /> Baa <br /> xG P 20.00 <br /> x <br /> �G <br /> tiG1�0 <br /> x F9 o�Q <br /> gi V500 GAL <br /> yo ti GF Q\F' RUN 19.40 99 0� 6e I h DIE5EL TANK <br /> xG INV 16.90 zG °� <br /> x <br /> k5 x \ 0h O 60 x 100 'e,x� 10 <br /> CONST DIGB <br /> -SEE <br /> 35,000 GAL STAT <br /> INSTALL IIOLF± 10"(P SDR FIRE-WATER TANK <br /> 2Q 35 PVC STORM DRAIN -SEE <br /> LINE -5= .003 <br /> I NG 51 TE PLAN <br /> SEWAGE DISPOSAL DESIGN CALCULATIONS: 6" 0 VENT TO ALLOW <br /> POSITIVE SUCTION <br /> GAINST <br /> 'ION SIZE @ DOMESTIC, S) STEM: —PROTECT ATTER <br /> FOREIGN MATTER <br /> 20,O�I2 GP 8 EMPLOYEES ® 15 GAL/DAY 8_sc IS 120 GAL' OR DEBRIS FROM <br /> ENTERING TANK <br /> 4 45'x1'15'83'-6" DP 10 VI51TOR5 ® 5 GAL/DAY 10 x 5 =-50 GAL <br /> C45+241(115'+154`x(3_51 = Ia,864 GP TOTAL FLOW m ,#10 GAL <br /> 2 /\ 2 //\\ JJ BASE TANK CAPACITY 1,200 + 4-10 = 10-10 GAL <br /> USE: 2,000 GAL TANK MIN. 2"m FILL <br /> PIPE FROM <br /> LEACH LINE REO'D. 1,6'10 x .20 ,!334 Lf-= WELL 35,000 GAL <br /> STATIC <br /> 334 x 3 = 1,002 S.F. FIREVq <br /> FILTER BED AREA FIREWATER <br /> TANK <br /> SIZE o KENNELS SYSTEM: PEA <br /> GRAVEL OR <br /> 38 KENNELS ® 15 GAL/DAY 38 x 15 = 5.10 GAL OR <br /> 5 x 10 x 3 = 150 GAL CRUSH ROCK <br /> 5 WASHERS ® 10 GAL/WASH - <br /> 4 3 WASHDAY _ <br /> TOTAL FLOW = '720 GAL — <br /> BASE TANK CAPACITY 1,200 + 120 = 1,920 GAL <br /> USE: 2,000 GAL TANK MIN. <br /> 111=1I I-I I J I rLti-(LiT- 1� I I -� I T- I <br /> LEACH LINE REG-D. 1,920 .x .20 = 384 LF <br /> QFILTER SED AREA 384 x 3 = 1,152 S.F. Q TANK 1�ETA I <br /> I I <br /> Now <br /> G <br />