HomeMy WebLinkAboutEngineered Plan - Rev. 2001TDP FNDN. 'AT EL. 20.4'
ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NIST TO SCALE)
"• .
., .
NGIr�EEFx�;T - ICt JUQQ, R5
ACCESS COVER (WATERTIGHT) TO
15MINIMUM .75 OF COVER OVER PRECAST WITHIN 6/ OF FIN. GRADE 2/SLOPE REQUIRED OVER SYSTE.4 AMi VON HONE,
�
S
WIT NESS:
c 18.3' RUN PIPE LEVEL 2 DOUBLE WASHED PEA:JOK
rATF:`7/25/01,
FOR FIRST 2' `
__ � 2 MIN/INCH
(EXISTPEPS. RAT
PROPOSED
16.5' GALLON SEPTIC
1 5' 16.0' CLP. SS SOILS P#I`
TANK (H 10 ) GAS 15,59'
B4 -FF -LE 15,76`%96 �15'
"..,,. ..y .„.... ,......... VV
�- 6' CRUSHED STONE OR MECHANICAL
__. _. C•
COMPACTION. (15.221 C27) 0.58 _ H_
<� � 4'
DEPTH OF FLOW 4 ( % SLOPE) ( % SLOPE)
TEE StzEs= 3/4" TO l 1/2' DOUBLE WAS' -ED STONE '" FILL
INLET DEPTH = 10'� 1"
NUTLET DEPTH = 1" 1r. Bw
4•
A
LS
r (...... CHING
_ PA 4
49 D X
ASSESSORS MAP 121 PARCEL f
'
FOUNDATION- --- 0 SEPTIC TANK �D 9
2 F acIL�IrY
1YID 5 -W
o /s WELL: s1� 252-
1 ,. 17.5 ZONEB
PROP. INVERT OUT OF BARN AT
USE ADJUSTED WATER `T tO.J4_ 5 t.
ADJ Z
.4
ELEV. 17.5
146,24*-....
vA'R_
ANcC R
r
.ESTCD UNDERR MAX. SS
T2.0 .rrP A 15.485
te, REQUEST �t,OUEST RCUUC.[ON lNC
�-' 19.2 c
20.8 S C,N T 4
..EPf'1RF�TI� � 0 2.. Y 7 3
+ 20.4.' 'j" 1
�. P F` CONCRETE
LQ
BENCH 'MARK TO 0
+ 19.7
.� 51,087± 5Q. FT.
ND ELEV. _ 20.8
B4U
" � BS. WATER 8.58'
:" -
+ 20.9 .: .33
12w �
n ,
a
NOTES:
-rUM IS G
APPR XIMAT D FROM ' QUAD
1
711
r �2 �1 DESIGN FLOW� -5 3 DRLCM S _..1.�.� D�
MUNICIPAL...�.,» -
SPD c
WATER
IS
9
P
®D
/ E
.` PITCHTCiBE 8
� � 3. MINIMUM PIPE�
1 � ,�' A S,.0 GPD DESIGN CLD4/
T.
+ ,_15
USE .»_..��. _
M1
co 0
AASHO H
� N FOR ALL PRECAST UNITS TO �E S D
2b.o _ 4. DESIGN LOADING D L
PN 7 _
.a- r�0 �A 1 � C
\.- SEPTIC TANK. ..�SC� GPD C �. ) 0
GARDE
_.......�.�- PIPE .DINTS TO BE MADE WATERTIGHT.
5
c, .s ..USE�A
GALpCN SEPTIC .0 , TANK 6 C
D
NSTRUCTIDN DETAILS
TO
D
E IN
ACCORDANCE
�
AN
CE WITHMASS,
ENVIRONMENTAL CDD-TITLEv
20.4 LEACHING:�SYSTEM/A 7. THIS PLAN IS PROPOSED SEPTIC ONLY AND IS
NO
TH SIDESi ^ TO BE USED FOR ANY OTHER PURPOSE/
CI,
75 X 1 :74 563
BOTTOM:
$. PIPE FOR SEPTIC SYSTEM TO SGH, 40-4' PVC.
_
/J
i
i � r
1
-
TOTAL:
AL -
760-
-- S.F.
- 563
_3. ` JP_
D
-
9. COMPONENTS NOT 7
D
BE BACKFILLED
KFIL
LED DR CONCEALED WITHOUI
9.2 131 USE 7F(7> STANDARD TQRS INSPECTION BY BOARD DE HEALTH AND PERMISSION ❑DTAINED
RDMARDo~ HEALTH,
S
O sae EACH, WITH 3r STONE AT SIDES, �,�P �ET _ PN F®w, PUMP REMOVE CC� FILL W/CLEAN SAND) EXISTING SEPTICSY TE
5LA8�20.0//DECK ILLOyAND 3.5P AT ENDS
+ 2 + 195
I
2 7,
2 / 1
J
T N
+ 20,7 Loo.a PRCiPGSED SPOT ELEVA ICl ,
TL
EXIST. DWELL.
1 / 1. "
E SITE PLAN
/ r TOP FNDN 2
0.4
EXIST,
OF1 .9 pLEACHING RN� SpaT ��EVATI;N
19 AREA/ �aoxa EXIST,
� 0 6 ROUTE -
6A
/ ar T
F'R®PE°SEI) �aN C UR
IN THE TOWN'OF:
A SEPTIC _� � �. �•.. 19.$' �. PROP, 150q GAL. SE
_ H PORT
TANK (N 10?� 5.9 EXISTING; CONTOUR \
18
rt 18,6
GRAVEL DRIVE 00 P A
EXIST. 1800 GAL, ST PUTA AND PAR OR.
( ;PRE ED � VITO DeNlARCO
REMOVE/FILL `WITH SAND
1 8x
__ 1 � R T GF E DRIVEWAY IN AREA
/ -- ,.-�; --+18,1 _ PROV 1E LANDSCAPE TIE Bc�i�DE A ED J
� _ SEPTIC TANK (SEPTIC TANK IS NOT
� 1?8 .,.. $HOS=: it. AREA PROPOSED d�EPTG
r til a
�. -: s FOR VEHICLE 'LC}ADING
� / � 5ui,� LE O 40 60
- 18.1 �' 20 q 20
17,5
1
8.1 -
�HEALTH
t�A2t,_CIF
r :---- � + 16.3 �
2p :�V LOW '
1
Y 2p0
1
.,_ 16. JUL 30
.,.. Q.5 6.9 a `Tl 1 2p ,
ROVED DATE
- -,
1 + .8 AP
�». zs��v. 8/3/2001 (� �R>
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CIVIL ENGIN7
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