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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 N' I (RESIDENCIAL)
3300 SF OF AREA -------------------------- - - - - -- 400 GPD
FOR EACH ADDITIONAL 750 SF
INCREASED 60 GPD -------------------------- - - - --- 120 GPD
AVERAGE FLOW --------------------------- - - - --- 600' G.P.D TOTAL
520 GPD EQUIVALENT TO 51 FU TOTAL 52G
SEPTIC TANK J1 - 27/ 51X520 _ ------ _.._275 G.P.D TOTAL
SEPTIC TANK 112 - 24151 X520_____ -- -_245 G. P. D TOTAL
SEPTIC TANK J1: AS PER TABLE N' 11
Y G.P.D.
RAGE SEWAGE ----------------------- - - - - -- 900 GAL. CAP SEPTIC TANK
W IS PROPOSED
x x x x x x x x MNFIELD: AS PER TABLE N' 111 x
4STIMATED SEWAGE FLOW (G.P.D) - 275
ATE ABSORSION 1N (G.P.D) -� 0.6 - 459 SF OF DRAINFIELD AND 229.5 SF
UNOBTRUCTED AREA ARE REQUIRED.
SEPTIC TANK #2: AS PER TABLE N' 11
245 G.P.D. f�
AVERAGE SEWAGE --------------------------- 900 GAL. CAP SEPTIC TANK I
FLOW. IS PROPOSED
DRAINFIELD. AS PER TABLE N' 111
ESTIMATED SEWAGE FLOW (G. P. D) _ 245
RATE ABSORSION IN (G.P.D) `> 0.6 = 409 SF OF DRAINFIELD AND 204.5 SF
UNOBTRUCTED AREA REQUIRED.
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THERE ARE ND PERTINENT FEATURES ON ADJACENT PROPERTIES
AND ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATION,
x x x x i�IR0f=Ef;R'T"r X INE 135. &e'X x
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4 70S. L. (27FU) --"
(SEE P -2 FOR CONT.)
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APPROVED
M!.VOi;Xi' "Dr-- COUNTY HEALTH DEPARTMENT
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RESERVED
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P.E. No 53288
t °r'. Oi- EXCAVATION AREA SHALL BE
459 SF +6' -3" N.G.V.D.
AT t EAS' 7 2 FC-i�T tn.'ZER AND LON€• ER THAN THC
f�ii:�":�t.t:ii v:; "• :?r 1l;:ii7 Z E'D 0'," i.);':AIN T4?FNC.i�
Jose Antonio Mendez.
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1 -1 4 "0CWS (UG) FROM WM IN
ri2 -1/2" PVC SLEEVE WHEN IS RUNNING LES
TH N 10' FROM SEPTIC SYSTEM
F 15' -2"
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CONT.)
204.5 SF
IRESERVED ( io
hAREA
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5 —0" I
I409 SF
DRAINFIELD
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4 "F.C.I GRADE ELEV.
(t1 +6' -3" N.G.V.D. I
IV 6"
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SEPTIC TANK ;2 0
900 GALLONS L
CHICAGO BRICK
DRIVEWAY
(SEE DETAIL I)
The contractor (or designee) is required to perform a soil
Poring adjacent to the drainfield excavation at the time of final
Inspection. Prier to Final Approval, the FDOH inspector shall
witness the soil boring and compare the results to the original
site evaluation suhmittesi. A reinspection fee will be assessed
If the contractor it not at the jobsite at the arranged time.
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SEPTIC TANK 1 0 36' -9" 5' -0"
900 GALLONS 1
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FF' O EF,T'' LINE 150. 2' Apljrkov - i.l
h11AM,I -DADE G )PTY HEALTH DEPARTMEN
Pi:_RM'I'i- k—OF i 115 �g
DATE; - -- The contractor (or designee) is required to perform a soil
C`7 C kL (Mill) boring adjacent to the drainfield excavation at the time of final
Inspection, Prior to Final Approval, the FDOH inspector shall
i�?rlsN! iL.Lt7 �- - ---50, FT. (IAIN) witness the soil boring and compare the results to the original
site evaluation sultrnitted. A reinspection fee will be assessed
OF SLIGH -F LY LIMITED SOIL If the contractor is not at the jobsite at the arranged time.
t1NDF ? DOTTOIJI OF DY:F1iNFiE. ?�1
INVCRT ELEVATION
CiOTTOM OF DRAINMELD ELEVATED -,.- ----^
PERIMETER OF EXCAVATION AREA SHALL BE
AT LEAST 2 FEET wIDiE R AND LONGER THAN THE
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6.12'
(HIGHEST CROWN
OF ROAD ELEVATION)
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PROPOSED. AOQORPTION OLD OR DR .
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I229.5 SF
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P.E. No 53288
459 SF +6' -3" N.G.V.D.
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Jose Antonio Mendez.
I DRAINFIELD
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Professional Engineer
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The contractor (or designee) is required to perform a soil
Poring adjacent to the drainfield excavation at the time of final
Inspection. Prier to Final Approval, the FDOH inspector shall
witness the soil boring and compare the results to the original
site evaluation suhmittesi. A reinspection fee will be assessed
If the contractor it not at the jobsite at the arranged time.
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4 "FC.0 a 4 "F. C.0
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SEPTIC TANK 1 0 36' -9" 5' -0"
900 GALLONS 1
LO
FF' O EF,T'' LINE 150. 2' Apljrkov - i.l
h11AM,I -DADE G )PTY HEALTH DEPARTMEN
Pi:_RM'I'i- k—OF i 115 �g
DATE; - -- The contractor (or designee) is required to perform a soil
C`7 C kL (Mill) boring adjacent to the drainfield excavation at the time of final
Inspection, Prior to Final Approval, the FDOH inspector shall
i�?rlsN! iL.Lt7 �- - ---50, FT. (IAIN) witness the soil boring and compare the results to the original
site evaluation sultrnitted. A reinspection fee will be assessed
OF SLIGH -F LY LIMITED SOIL If the contractor is not at the jobsite at the arranged time.
t1NDF ? DOTTOIJI OF DY:F1iNFiE. ?�1
INVCRT ELEVATION
CiOTTOM OF DRAINMELD ELEVATED -,.- ----^
PERIMETER OF EXCAVATION AREA SHALL BE
AT LEAST 2 FEET wIDiE R AND LONGER THAN THE
!I !i
t
6.12'
(HIGHEST CROWN
OF ROAD ELEVATION)
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PROPOSED. AOQORPTION OLD OR DR .
0
51TE FLUM5ING FLAN
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P.E. No 53288
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Jose Antonio Mendez.
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1385 Coral Way Sulte #203 Miami, FL 33145
amoomaa ®oma RQQP.
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PH:(305)854 -9824 FAX(305)856-1797
jese0118Qaol.com
CA 00008324
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