00-0508-034 a
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ON SITE SEWAGE CALCULATION (REPAIR) ;' ,,
DATA: SF NET OF OFFICE SAPACE = 3821 SF ': ,``,`: \a \,/ ;'; v r
AS PER 64—E-6.008 (SYSTEM SIZE DETERMINATION) (TABLE I,
OFFICE BUILDING) (CMMERCIAL)
3821 SF = 38.21 PERS ® 15 G.P.D/PERS = 573 G.P.D
100
AS PER TABLE II (SEPTIC TANK CAPACITY) '
1501--- 600 G.P.D ---- 1350 GALL CAP OF SEPTIC TANK. A3 �r ••?
DRAINFIELD CALCULATION AS PER TABLE 111
573 GPD = 818 SF OF DRAINFIELD ARE REQUIRED;
AS PER LIMITATIONS IN UNOBSTRUCTED AREA SHALL BE PROVIDE Y �,
"INFILTRATION SYSTEM" FOR REDUCE AN 239. OF DRAINFIELD yy
AREA. ' °
CONSEQUENTLY � ;
.:
(818 SF) (0.77) = UNOBSTRUCTED A D IN 1260 SF
AREA. y. EXISTING DRAINFIELD
SHALL BE ABANDONED.
EXIST 4 SAN.
LINE SHAL BE
L17�/f/�f/ffiff
i
ABANDONED. 'r / /�
EXIST SEPTIC TANK SHALL BE ;-..
(20FU) ABANDONED (PUMP OUT, BROKE \r%-•-"
MESH REINF. BOTTOM OF TANK AND FILLED
4'),�: FCO — r
..-__._.. _ ._........................_........_....._.__._........_. -------------_....... ........_.._----- ._.. --__. ..
GAL -150 900 4 1050 1200 1500 2000
W 3-ro 3-9 4-0 4-0 5-0 4"�(20FU) (N)
L -1-2 3-0 10-0 12-0 12-0
ff
D 4-6 4-0 4-0 4-6 4-5 ;`
W T. MIN. 3 3 3 3 3 „
i O
- `'• ', RE INF. 6 X 6 10/10 4 X 4 4/4
CONC. 3000 PSI 28 DAY FCO ,� b
PROVIDE' 1350 /6
r
GALL CAP OF
T .............a ...................................................................4. L € SEPTIC TANK. W/L t :»
TRAFFIC LID. L` J
' _......._.._.-__._._..._....._....._.____.._._........_........._._.__...._._._...-....------__..._.-..-..___.-_...
FCO � o
0
d rn ,
w
co
PLAN y � �,
� O
I'-6" ALL I I 4" 15FU) (N) 3.: w .d.
22'0 OPNG FOR CI J
TRAFFIGLIp FRAME A COVER AROUND
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2- "5 ALL
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12 AROUND co cn `�
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N
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1"0 CWP
SEPTIC TANK DETAI1. I�EX►sr
iS ��,Fit`�. I I I `'•* 1 1 ,/ i , 'z �J '�
.� /�.
v . .
\i
i
x y ♦ -EXISTING-DRAIN,FI D
J ... .:...':x:SHALL .: BANDON :. !`
t`� T
1
SECTION .,..... ,�".
,
7�/7l / _ -y co
ABA s
-ExrsT �
NpONED;. (1'11 MP OUT;
BOTTOM lOF`I,TANK\AND FILLEp LO
�1 I � SAND.) `
WATER METER '��` ' M
(EXISTING.)
,t �
SAC�r C ®GAL _ w
&I F,®
INSTA I�._� . �� � �, SITE PL UMBING PLAN
I'v,;.,,�:, ,"J' OF SAND UNDER O H
THE � 1' �U�J �r D" s'��eL °IL"L w
SCALE: 1"=1 D'-0" w
a a q • ELECTRICAL r) Q
Ta�"E APPRO�JED SEPTIC TAIUI° [3(�AII�FIE�.® 4 , . �- „-: i
INVERT ELEV�TI6°�o f• ,�� �i 11; qq�I �q9 Y( ':1 i 9 9 • MECHANICAL
led Cf). 1POLLiNG � t
; (?�a""C �o • PLUMBING W ZD
Fc�CTC !�� V°`=�.�� e� 6—LCU 1(��TIfP ;' 9ICES w ZD
�lEALTH W CARLOS M. LLB J
W< BARRENECHEA O
5 ` PRESIDENT 'd' O N
®� Z 0 /1r• 1-
J� t •7av ��°Er) �J; OfEL� —¢ 4936A S.W. 74 CT. Q d'
G oo i MIAMI, FLA.
I; [r] 33155
�.•'�"�''9 7/3 Q O Z' OFFICE
0 W (305) 665-7759
FAX
(3O5) 665-7758
L.C. No. E800071 So w
P.E. No. 0053288 P- -I
JOSE A. MENDEZ
MECHANICAL ENGINEER