HomeMy WebLinkAboutEngineered Plan - 2002A W'd @4S's"vfit.
TOP f NDNr AT EL, 63,5' ACCESS COVER 7O WITHIN 6" CIR FIN, GRADE <ssOT TO SCALE) Els;',i-IAEi. S♦ FAE2iA, SL,
f ACCESS COVER (WATERTIGHT) TO
ENGINEE 2
/EL.61'± MINIMUM r7`�' Or COVER OVER PRECAST � WITHIN 6° OF FIN,- GRADS.. 2% SLOPE REQUIRED OVER SYSTEM � �.,aAMY VON HONE, RS
:. �. 0 WITNESS- ....�.....
2" DOUBLE WASHED PEASTONE DAM-_ o/l 22
RUN PIPE LEVEL
58r 5'
FOR FIRST 2' 3' MAX. P'ERC. RATE = <2 MIN/INCH
PROPOSEDI
GALLON s�wTlc " T 52,G' CLASs_L_ SOILS
i
Pk
+ T "'"".
5� 5>
TANK <H- 1 ) GAS �6a��
4 °? � r~-� �,�tr a
�m � r
1iAFFLE 52.17' � �. EO 0 0 0 � � C� E� E� �� �
1� X1.17 I CD k«..,c�' U C D 00 X 1 4, ANDS
MIN r 2 % SLOPE) 6" CRUSHED STONE OR MECHANICAL,tz�'..,
COMPACTION, (15,221 E23) 0 00
.17 ELEV.
DEPTH OF FLOW =
( I / SLOPE)
� 3/4" TO 1 1/2" DOUBLE WA�;HL IJI �; 1 LJNL
TEE SIZES
INLET DEPTH
10"
OUTLET DEPTH
14
F OUNDATIONL -•- 10' SEPTIC TANK 28'
LEACHIN,.,
D' Box 13° 'FACILIT„5
47'
24"
43.7' 48
(j1
if
-/PPOP/ STONE RET.
WALL
�o
0/A
LS
10YR 4/6
B,
L5
1OYR 5/8
Cl
MED/COS
1OYR 5/8
50%
COBBLES/'TONE;
C2
MED/CGS
10YR 06/6
6"
.9 24
4C
150",
44 Q'
O/A
LS
10YR 4/6
B
L8
1OYR 5/8
cl
MED/C08
1OYR 5/8
501:
COBBLES/STONES
C2
MED/CGS
1OYR 6/6
,
J
ASSESSORS MAP 150 PARCEL 4.1
ZONING DISTRICT= R 40
54.2' YARD SETBACKS
FRONT - 30'
SIDE M 20'
REAR =20'
PLAN REF.
N
FLOOD ZONE: C
43.7' I
.
_i.3'
j NCI WATER ENCOUNTERED
i
�.625 a'� �, �
1 _ �• APF'FtJxl,....ATE.D FROM C3UA".� ��AL'
SCR
�7 2 r1 PORGtd
A . -
V L_ BL
cr . < � � 11:? � 4�-0 d � N I .�. P FaL WATER I S_._.._
\ 1 !s.Q a m. ;N F.I3✓, }_ 1�EDP[IFlP..> to t,PD) _ _ _ D 2, U A
\ 440 M d T /B PER MOT,
\r�a�.v�it. t�Sl._ A G_ D3ESIGN FLOW 3. MINIMUM , PIPE PITCH L I�iC ,
-_.._. ,,, I S - �; T AASHd' H-10
,, � 1 4. IaE.aI�N LOADING FOR �6�_I... P�ECAi UNITS O BE + / - TF = 63.5 I DECK u> t,,,_,,.,_ s., TANK! 4-40 880
_ _-<:___ �..,.wT_ Ni T E MADE WATERTIGHT,
a 5. PIPE j0"NTS O
J _
1:iGJ E c
A CALLCIN SEPTIC TANKCONSTRUCTIONT IN ACCORDANCE WITH MASS,
H2 6r DETAIL C7 BE
A TITLE V.
aR6P,, DRI
t__ a<:aIING
ENVIRONMENTAL CODE
,. PROPOSED FST - SYSTEM ONLY AND IS NOT
.,: 'l,44 .5 + �3 $..; 2 .74 � 14. ,, 7, .THIS PLAN IS FOR , RO CISED SE' IC
1 i _ °- C ?
4>
S._:ES' 1'O BE USED FOR ANY OTHER PUF2PCiSE,
�- �
4��....�..:..�_, � 2�C .� 8. PIPE FOR SEPTIC SYSTEM TO SCH, 40-4'PVC.
;'51,2 - � � a9. j � t �. � + - L1M•--�-----�?-�.J-�
ira.a 1 TH
7 �A� r COMPONENTS NOT TPE BACKFILLED e:IR CONCEALED WITHOUT
57.E +, T,, : 60.ES.F.7 GPD 9 CQ
51 o G T L S
/ _ 1 i I --- INSPECTION BY BOARD OF HEALTH AND PERMISSION ❑PTAINE
a 1 .-
1 ..... .,; , SE
(� r- A Irk OR
ca 5 i ,_ 5Ci0 C�Ai_r L AC,'. : CHAMBERS C _ FROM BOARD EBF HALTH.
i ua '_NDS " c _ E
1 WITH STONE A f AND 2 AT DE:S 10, WATER TEST D BOX FOR LEVELNESS
v
6058.4
LOT 47
- 5
`53=. s� 40,010± SO. FT, 57si PLAN
.c
Sg S�
84.00 b ..;: 59.5 3 I Q_j000,0� PROPOSE' SPOT EL. vATIOIv OF
J 59 6 ,. I 4 MARSH SIDE DRIVE
BENCH MARK HYDRANT ON TAGS 59a _
100X0 EXISTING SPOT ELEVATION
BOLT #1830 EL. = 53.4' _._
� / 6"_,.6 IN THE TOWN OF:
PROPOSES CONTOUR 1�(PORT)
YARMO
s ' _
EXISTINGTOU€ `"
10p L IS COC PREPARED FOR: DAN PAT KENNEDY
<� 30 0 30 6067 30
cr
63.3 , �
�T
BOARD DE HEALTH
M ► SCALE: 1" 3 DATE:
APRIL 7, X702
Q
F �r44-VED DATE
67.1;
CA
! 6
fox 503 362AA
Lf 15 _
d d C 1?.5
JUL
Lyon✓n Gpe er�gIneerIn;g, l c. 7 \N 414f CoU
NE
66.2 q , tl HEALTH DEPT.
3 a-IVIL_ ENGINCEERS
,� a n
� Pju,792
'
78.3y LAND SURVEYORS
in t. armouth eta _,0 67� w; ,{').(' .
X39 ria y , +<i,t � ;, : L..�.�". �'
99-284