13-792-032F
♦
ON SITE SEWAGE TREATMENT AND DISPONSAL SYSTEM I CALCULATION:
DATA: 6 BEDROOMS WITH 4,222 OF COND. AREA
ESTIMATED SEWAGE FLOW CALCULATION AS PER 64E -6.008
TABLE No I (RESIDENCiAL)
3300 SF OF AREA ------------------------ - - - - -- 400 GPO
FOR EACH ADDITIONAL 750 SF
INCREASED 100 GPD --------------------- -- --- - -- 200 GPD
AVERAGE FLOW ---------------------------- - - - - -- 600 G.P.D TOTAL
600 GPD EQUIVALENT TO 51 FU T01"AL
SEPTIC TANK ;/1 – 27151X600,..,__ . -------- 318 G.P.D TOTAL
SEPTIC TANK 12 – 24/51 X600 T._. –, – –_ - -_ —282 - G.P.D TOTAL
SEPTIC TANK /I: AS PER TABLE N• u
31 G.P.D.
A ERAGE SEWAGE ------------------------ - - - - -- 1050 GAL. CAP SEPTIC TANK
F OW. X X X X IS PROPOSED X x X x X
RAINmxb. AS PER TABLE N' 111 - - - - - --
STIMATED SEWAGE FLOW (G.P.D) — 318
TE ABSORSION IN (G.P.D) _' 0.6 530 SF OF DRAINFIELD -AND 265 SF
UNOBTRUCTED AREA ARE REQUIRED.
SEPTIC TANK 12: AS PER TABLE N' II
282 G.P.D.
AVERAGE SEWAGE ----------------- .- �----- - ---�— 1200 GAL. CAP SEPTIC TANK
FLOW IS PROPOSED
DRAINFIELD: AS PER TABLE N' III
ESTIMATED SEWAGE FLOW (G.P.D) – 282
RATE ABSORSION IN (G.P.D) –� 0.6 = 470 SF OF DRAfNF1ELp AND 235 SF
Z I I
UNDBTRUCTED AREA REQUIRED.
f`Y� v
z
` ii
0,
0,
is
I' I
O I
I
k
I
I
N�' I
� I
I
I�
I
I
4
I
I
I
I�
I �
NOTE
THERE ARE NO PERTINENT FEATURES ON ADJACENT PROPERTIES
AND ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATION,
F'fROf=EF,T'I' LINE 13E5. (o9'
x x x x x x x x x x X
1- 114 "OCWS (UG) FROM WM IN
2 -112" PVC SLEEVE WHEN IS RUNNING LESS WM IN
THAN 10' FROM SEPTIC SYSTEM T CB
F'f;,10f=FfRT�T- LINE 150.82'
SITE FLUM51NG PLAN
Mill
i1 ILV
�D
r••r
•r �1JSr' • v
0,,
•••• good• ••• •d•••
•
000 • • Y •
gds• • 0.000 • •o• • •�•• •
6.12'
(HIGHEST CROWN
OF ROAD ELEVATION)
Pa® III M 0 M ID
11113 U OMAII
P.E. No 53288
Jose Antonio Mendez.
Professional Engineer m 0 M m a a
1385 coral way Suits X203 Miami, FL 33145
111111111 9 910 0 0 I71 d d
PH:(305)854 -9824 FAX(305)856-1797 [#mCdOmtll#1�0931 (�0��
jose0118 (paol.com CA 00009324
• N
Z cri�
�rr•, Q1 v
1 1 so a p
CL7 d` W
W0 H
c4
w
0 r u
E—+
cl)
E .`
N
0 °z
W, ti
Ida a r. � � W 0
Q
Z
E-
a
I%-
4
n
u
R
r-�
0
H
V1
W
a
w
� I 1 I
01 1 I
�I
•
�
V 1
A
O
w
+�
aoi
U
•p
h
w
w
Ix
f+
Y)
..
x
E-
0
00
•
w
�
Z
w
0
w
LO
a
w
� I 1 I
01 1 I
�I
sheet no.
P -1
- of -
o
+�
aoi
U
•p
sheet no.
P -1
- of -