09-353-002c
r
ON SITE SEWAGE TREATMENT AND DISPONSAL
SYSTEM I CALCULATION:
DATA- TDTAL A/C AREA 2448 SF
ESTIMATED SEWAGE FLOW CALCULATION AS PER 64E -6.00$ TER
TABLE No I (RESIDENCIALI
2725 SF DF AREA -----_---------------------_----.------------ --- --- --- ------------ - -__-- 400 GPD i GONTR
I VALVE
AVERAGE. r !]V --------------------------------------------------------------- 400 G.P.D 70TAL
DRAINr� IEL D 571 =FT. 1
ESTIMATED SEVAGE FLOW- CG,P.D) 400
RA 7E AIRSDRSIQN IN IG,P,Il? '� 0,7 500 SF Or DRAINFI£LD AND 500 SF �!
UNDRTRICTED AREA ARE REQUIRED.
PROVIDE 571 SOFT DRAINFIEL.D t& 659 RESEPV1 D AREA � w�
P1. 6TIG
CaVER1..Af* I'M FILTER PA13R1
1..�EII.L GT
ECT
W�A'�C OVERLAP I' MI
R
M 12" r
t �
I:1 OR 6TE1 =Pl= P
LA6TIC
615E NoT TEE
iG 4„p� I;
CT1�. iIl u-t w
WATER TABL 6EE NOTE �1
13ALRLA5T
151; .
ALT. TRAN6. SECTION
MAY BE USED IN AM A5 WERE TRENCH C)
WALLS WILL NOT STAND VERTICAL, OR
Ul IERE CAVE IN BELOW T14E WATER
TABLE 19 LIKELY TO OCCUR. TO BE
: uSEo AT THE ENGINEERS DIWRETI.ON.... „
TRANSVERaE SEC TION
C
FRENCH IRAN DETAILS N.T.S.
I PLASTIC FILTER FABRIC (AT .EA SIDE, TOP -AND •BOTTOM ) WALL-SE i ft-7D. Its SANDY
AREAS AS NOTED ON .FLAN6 AND /0R AS DIRECTED SY Ti r= Et%*NEER
2. THE WTTOM.Ofi,7H4 ENT-ILTRATM TRENCH NALL BE 15' -On 51ELOG! FX;5TW
GRGIM ELEVATION, UNLE55 FIELD CCNOITIONS WARRANT OTI4E WJ$F_
3. AFTER THE BA MT ROCK 14A5 BEEN PLACED TO THE PROPER ELEVATION, IT
SHALL BE CAR MLLY WA5HED DOWN WtTW CLEAN WATER IN ORDER TO
ALLOW FOR INITIAL SETTLe-tEW TQAT MAY C=R, IF IT DOE$ TAKE':
PI.,ACE; ADDITIONAL BALLAST ROCK WILL BE ,ADDED TO RESTORE THE
:: ESALLA T-i ROCK .T - PROPER ELEVATION, 60 THAT TIDE EXPILTR,ATION
TI TiCI t:LVl1:i iCOM°1,1 TED N ACCORDANCE WITH Ti M DSTAILt. _
4. INVERT Li~u;� iort toF :A�.uourN its
5 =
(AVG [aGtOBEF: CaROlSI1t7 lt1AtE:R L�VELJ
5. BAFFLE (NOT $140M) 16 IRED ON INLETS BY
FRENCH DRAINS.
IOTE:::IF 3I•Ii$ I7ET,AIL,I$.TO BE U5EP FOR PRETREATMENT
OFWtyRI'1lt1ATER RJN -OFT `THF. INVERT OF Fin .0 BE AS
514OUN IN WC 22 OR #IICsIIaWR II+. PRETR�Aii "IL1+iT;}LA�_Bi= Efi3..:.:: :::
PROVIDE0 THRU OTHER MEANS, THE 1NVERzF: UF. P�P)w'GAhi. l3E
LOWER THAN NOGJhi IN Or, 22.
SSE PT
\111, I -f- I,,-,
G T AN
F L, M
acAri
w U
11/21, WATER LINE 5ERviCE I-ROM WATER
METER, PROVIDE PVC SCH. 40 SLEEVE
SHALL f3E 2" LARGER TWAT TWE PIPE
INSULATION ENCASED WAVING AN ANGLE NO
•
iiY• •iY • • ••riV Wr
• r Y • E .,.W Y ' .._X • i •
•6r rir Y • • ur•• • r'r�
i W i r Y Y 9 • 9 V
• V Y • • V • r V W Y 11
ulY V V V V V r
9919 ••YYV t'Gi• Yf Gf - "
Y i u • • r r
• r • v U •
• V • Y • V W
•Y•• • •••9• • •ci i 9660 •
G1l;T--AT R THAN .4'S W11 H THE I�NCASEI�
WATER PIM REMOVABLE FOR
1�a9 60' RP-PLAC EM1WNT.
11/2 "WATER SERVICE FROM
1 -
WATER METER 38' -Il" 22' -5" 2
k — _ — ,,..._ — — — _.._ — –. --- - — — — ,....._.... — - -�-�- -- 354.93 SQ �T. — � f
1 �
42.62 SQPT.
+ 66.94 SQFT.
� L.. � .._.._. _.... ^ ...�. _....._.._ .._. _..,_ ..._ _.. _.... ,.. -.._.. _.._ _.. _..........._ ..... .-.. --� Fo5g.05 RESERVED R1�A I
CU 02 +
Fr
3504.93 60PT. J
I
I %9
i I �
f3�5 SQPT Cr- ROOF I
f r
f =
I GUTT ER I PROVIDE 31
-T — _
lal t IIFF
AVIARY
ROOF DRAINAGE CALL.
AREA (SOUTH) 9l5 SOFT.
(2) 4 "X4" ROOF DRAIN 2 X 600 - 1,20
GREATER 915 SQFT.
a INCHES X HOURS
,035X90 X 8 - 025 CFS
25405 = 5 LF X IS SAFETY `1.5
PROVIDE 10 LF FRENCH
PROVIDE (2)—j 15880'
4'X4" RAIN
LEADER
REINFORC MENT
A
PLAN
SECTION
CONC. 4000 PSF, 28 DAYS
NOTE: 1NFLUI =NT INVERT SHALL ]BE i1, MIK l3n
MAX. A550VE EIPLUENT INVERT ELEVATION
1050 GAL. SEPTIC TANK DETAIL
�NGW ?RAIN u
X101 LF '
9 3"
4'(33FU) SANITARY PIPE
* Ya" SUFI CONNECT TO NEW 1050
GALS. SEPTIC TANK WITH 511 60. FT.
DRAIN FIELD AND 511
UNSTRUCTURED AREA
N
PL,4N
SEPTIC TANK 6FECIPICATION'S
CAI-
1050
w
31 -all
L
131,311
H
4'_I0"
T mh%
3"
O min.
41-011
P'EINF.
&X(o 10/10
CONC,
4,000 i'aF, 25 DAYS
T'WERE ARE NO PERTINENT FEATURED ON THE
ADJACENT PROPIERTIES OR ACROSS THE STREET
THAT WILL AFFECT THE SYSTEM INSTALLATION.
6ECTION VIEW
FOR CLARITY.
EW&I.
fIT 1C7ktM
FLG'DR CLEANOt1T.
PIN. FLR I
FLOOR
X;
^�✓ � N i
66.94 SO T.
f
xn
NEW 1050 GAI..S.
SEPTIC TANK
FACE OF WALL.
5TAINL5$S STnL COVER
SCREWED TO THREADED co,
PL (ra.
"ZUR+I" "Z- 1446 -5P -VP FOR
EXia05ED MOCK AND
GYPVJM 150AR0 WALL$.
"ZOV "'ZN- 1441 -8P -YP FPR
TIES WALLS. "ZURN"
#2N- 1440- 51' -VP FOR
PLA5T5R WALLS.
CONGRETF- PAS?
2'x2'xa" W/ 41# 35W.
COMPACTED FILL �\
t--- ELEVATION VIEW ----4
-- TWO -[SAY CLEANOIIT TEE OR
LONG SWEEP QUARTER BEND.
NQT�lt REFER TO 6FECIFICATION5 r-OR MATEFOALS
MD REQUIRF.MNT5 FOR INSTALLATION.
CLEANOUT DETAILS N.T.S.
" 0W" OZ- 1404- VFIRON BOX W1
/- -COVER MAW.,Er) "C.O."
FIN. GRADE
FILL VOIDS W/
OILED SAND.
CLI=ANOUT FITTING
W/ 5R46s PLUG.
I
or— H1.. fo pl l 1 s,
i
iEET NQ.
�
P —
I
e
i