Septic Tank
1
DRG. No. DATE : CONSULTING ENGINEERS H.P. GAUFF K.G. P.O. BOX 49817 NAIROBI D 60437 FRANKFURT BERNER STRASSE 45 GAUFF INGENIEURE SURVEYED CHECKED BY: REVISIONS DESCRIPTION DESIGNED DRAWN REV. DATE DRAWING DETAILS: BY: BY: BY: ELDORET TECHNICAL EDUCATION SUPPORT PROGRAMME ELDORET POLYTECHNIC CONSOLIDATION ELDORET POLYTECHNIC THE ELDORET POLYTECHNIC SCALE PROPOSED SEPTIC TANK B. L. EPT/ ME/ 01 AS SHOWN SEPT. 2004 Y.M Y.M 150,000 450,000 650,000 250,000 100,000 300,000 500,000 400,000 650,000 150,000 200,000 500,000 9,220,000 500,000 800,000 5,000,000 4,750,000 1,000,000 100,000 200 150 200,000 250,000 250,000 150,000 500,000 400,000 200,000 650,000 650,000 150,000 10,000,000 5,000,000 17,800,000 16,700,000 5,000,000 10,000,000 200,000 800,000 650,000 300,000 150,000 200,000 700,000 200,000 100,000 800,000 600,000 150,000 150,000 200,000 550,000 4,600,000 550,000 500,000 500,000 500,000 500,000 200,000 500,000 500,000 500,000 500,000 4,600,000 500,000 550,000 500,000 500,000 500,000 200,000 500,000 500,000 550,000 650,000 200,000 300,000 150,000 200,000 9,200,000 500,000 800,000 2,000,000 950,000 500,000 500,000 150,000 400,000 500,000 500,000 500,000 500,000 500,000 500,000 500,000 500,000 500,000 500,000 500,000 550,000 550,000 550,000 550,000 680,000 680,000 680,000 680,000 4,600,000 200,000 200,000 200,000 4,600,000 10,000,000 800,000 17,200,106 15,599,779 800,000 5,000,000 10,000,000 960 x 660 CAST IRON MANHOLE COVER AND FRAME ND 150 12 THICK WATER PROOFED RENDERING COVER AND FRAME 680 x 680 CAST IRON MANHOLE B 1.6 ND 200 PIPE 12 THICK WATER PROOFED RENDERING C %%USECTION A-A 1:25 1.6 SLOPE 200 THICK HARDCORE 50 THICK BLINDING CLASS 15 150 THICK CONCRETE FLOOR 1.6 SLOPE DPC 200 THICK BLOCKWORK INSPECTION CAP ND 150 R.C CONCRETE CLASS 25 BAFFLE WALL C R.C CONCRETE CLASS 25 1.6 TO PERCOLATION TRENCH B uPVC PIPE F.G.L F.G.L 1.6 SLOPE A 1.6 1.6 %%USECTION B-B 1:25 1.6 SLOPE 1.6 SLOPE 1.6 1.6 A 550 500 500 200 500 500 500 4600 500 5000 680 x 680 CAST IRON MANHOLE COVER AND FRAME ALL DIMENSIONS ARE IN MILLIMETRES %%UNOTES : 1. UNLESS STATED OTHERWISE. 680 x 680 mm CAST IRON MANHOLE COVER AND FRAME TO SSRN 846 1:25 200 mm THICK HARDCORE %%USECTION C-C 200 mm THICK BLOCKWORK WALL THE SEPTIC TANK AND SOAK PIT ARE 2. DESIGNED FOR 1750 PEOPLE. COVER SLAB TO BE REINFORCED WITH 3. %%C 10 mm @ 100 mm c/c (CONC. 20/20 MIX 1:2:4) 100 mm %%C CAST IRON. OUTLET AND INLET PIPES TO BE 4. F.G.L 200 mm THICK BLOCKWORK WALL COVER AND FRAME TO SSRN 846 680 x 680 mm CAST IRON MANHOLE F.G.L 50 mm THICK BLINDING CONCRETE FLOOR 150 mm THICK PIPES @ 500 c/c 8 No. ND 200 8 No. ND 200 PIPES @ 500 c/c 1:25 TO SOAK AWAY PIT 100 100 %%UROOF PLAN
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Transcript of Septic Tank
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DRG. No.
DATE :
CONSULTING ENGINEERS
H.P. GAUFF K.G.
P.O. BOX 49817NAIROBID 60437 FRANKFURT
BERNER STRASSE 45
GAUFF INGENIEURE SURVEYED
CHECKED
BY: REVISIONSDESCRIPTIONDESIGNED
DRAWN
REV. DATEDRAWING DETAILS:
BY:
BY:
BY:ELDORET
TECHNICAL EDUCATION SUPPORT PROGRAMMEELDORET POLYTECHNIC CONSOLIDATION ELDORET POLYTECHNICTHE ELDORET POLYTECHNIC
SCALE
PROPOSED SEPTIC TANKB. L.
EPT/ ME/ 01
AS SHOWN SEPT. 2004
Y.MY.M
150,000
450,000
650,000
250,000
100,000
300,000
500,000
400,000
650,000150,000 200,000
500,000
9,220,000
500,000
800,000
5,000,000
4,750,000
1,000,000
100,000
200
150
200,000 250,000
250,000
150,000
500,000
400,000 200,000
650,000650,000 150,000
10,000,000
5,000,000
17,800,000
16,700,000
5,000,000
10,000,000
200,000
800,000
650,000300,000150,000 200,000
700,000200,000 100,000
800,000
600,000
150,000
150,000
200,000
550,000
4,600,000
550,000
500,000
500,000
500,000
500,000 200,000
500,000
500,000
500,000
500,000
4,600,000
500,000
550,000
500,000
500,000
500,000 200,000
500,000
500,000
550,000
650,000200,000 300,000150,000
200,0009,200,000
500,000800,000
2,000,000
950,000
500,000500,000
150,000
400,000
500,000500,000500,000 500,000 500,000500,000500,000 500,000 500,000500,000 500,000550,000 550,000 550,000 550,000
680,000
680,000
680,000
680,000
4,600,000
200,000
200,000
200,000
4,600,000
10,000,000
800,000
17,200,106
15,599,779 800,000
5,000,00010,000,000
960 x 660 CAST IRON MANHOLECOVER AND FRAME
ND 150
12 THICK WATER PROOFEDRENDERING
COVER AND FRAME680 x 680 CAST IRON MANHOLE
B1.6
ND 200 PIPE
12 THICK WATER PROOFEDRENDERING
C
%%USECTION A-A1:25
1.6 SLOPE
200 THICK HARDCORE
50 THICK BLINDING CLASS 15
150 THICK CONCRETE FLOOR
1.6 SLOPE DPC
200 THICK BLOCKWORKINSPECTION CAPND 150
R.C CONCRETECLASS 25
BAFFLE WALL
C
R.C CONCRETE CLASS 25
1.6 TO PERCOLATION TRENCHB
uPVC PIPE
F.G.LF.G.L
1.6 SLOPE
A
1.6
1.6
%%USECTION B-B1:25
1.6 SLOPE
1.6 SLOPE
1.6
1.6
A
550
500
500
200
500
500
500
4600
500
5000
680 x 680 CAST IRON MANHOLECOVER AND FRAME
ALL DIMENSIONS ARE IN MILLIMETRES
%%UNOTES :1.
UNLESS STATED OTHERWISE.
680 x 680 mm CAST IRON MANHOLECOVER AND FRAME TO SSRN 846
1:25
200 mm THICK HARDCORE
%%USECTION C-C
200 mm THICK BLOCKWORK WALL
THE SEPTIC TANK AND SOAK PIT ARE2.DESIGNED FOR 1750 PEOPLE.
COVER SLAB TO BE REINFORCED WITH3.%%C 10 mm @ 100 mm c/c(CONC. 20/20 MIX 1:2:4)
100 mm %%C CAST IRON.OUTLET AND INLET PIPES TO BE4.
F.G.L
200 mm THICK BLOCKWORK WALL
COVER AND FRAME TO SSRN 846680 x 680 mm CAST IRON MANHOLE
F.G.L
50 mm THICK BLINDING
CONCRETE FLOOR150 mm THICK
PIPES @ 500 c/c8 No. ND 200 8 No. ND 200
PIPES @ 500 c/c
1:25
TO SOAK AWAY PIT
100
100
%%UROOF PLAN
septic tankA-01 Septic Tank.LAY
