HomeMy WebLinkAboutEngineered Plan - 2001SYSTEM PROFILE TES ' HOLE LOGS
P 'FNDN. -VARIES
TO „ NOT TO SCALE)
ACCESS OF FIN. GRADE ( RICK JUDD, ;�S
-ACCESS :COVER TO WITHIN 6
ACCESS COVER (WATERTIGHT) TO ENGINEER:
AMY VON HONE RS
P REQUIRED OVER SYSTEM :. ,
�' ��,5 MINIMUM ,75 OF; COVER OVER PRECAST � WITHIN 6 OF FIN.: GRADE 2% SLOPE,. J
� � WITNESS: i
-12/19 /01
DOUBLE WASHED PEASTONE � DATE.
2 !) � H �
RUN PIPE LEVEL
FOR FIf7ST 2< I I INCH\23-5.3 MAX.. PERC. RATE -- 2-- M n.�
PROPOSED
GALLON SEPTIC 27:25
25.5 CLAS SOILS P
27.50 `'.
NK H- 1 Q� a
7A ( ) GAS 25.0 - -- ('�
E1AF{-LE 25.1 7 � r
I� ®` E / {
o � 0 `_ � ED c' 3' 'AT SIDES _ I
_ 24.6 7 C� Cl CJ C C] ---- �•? R
r _... r N i OUTS' 6A
MIN cs !� Q C [ _ :J 0 2.5 AT _ Ds
G� Ci C] Cl ELEV.
2 ONE OR MECHANICAL n
( %
SLOPE) 6 CRUSHED 57 ._. E�J �' 22.67
a� 2 L�C�[�CJ C3 28:.3 ro
COMPACTION. (15.221 [2]) 0
MIN _ A(? LOCUS
DEPTH OF FLOW - _ 6.5% SLOPE ( 1 o SLOPE) TO 1 1 2 DOUBLE WASFI:D STONE
( ) 3�4 I S
TEE SIZES: n
� PTH = 10 „kk 10YR ' 4/2 NTS
INLET DE 1 i - LOCATION _MAP
14" _ I
OUTLET DEPTH B W
LFA MNG LMS ASSESSORS MAP 123PARCEL 62
- 32' DTIC TANK 32 D BOX 12 ;
FOUNDATION 5E FAC, ITY 4.54' 10YK b/6
4O24.96
I
LOT B THERE MAY BE ADDITIONAL CESSPOOLS IN THIS
C
28.2 AREA (REMOVE ANY CONTAMINATED SOILS
t
WITHIN 5 OF NEW LEACH FACILITY) MED/COS:
EXIST. 18.13
IOYR 5/8
Cc
t ,
,CC)
GRAVEL
C E
f 1 PARKING
1 213.0 +28.2 12 �
L l 18.13'
TH
- JAiER ENCOUNTERED
NTERED � NO
NOTES:
913
14(- 7 _7 LI.OWEC A_P_
PI'OXIMATE'D FROIA QUAD
(CR9ACE DISPOSER ,S 1.DATUM IS
-�PTIC C_SIG :
-
`z S -e --)8J-
._ M , 1, WATER' IS_XIS G
GARAGE _.
r G PIPE r _ F
_ fv'Ifv(MUM # II,� PITCH 0 /
ti S -,0 p DESIGN FLOW
USE A � GPD
�. R ALL PRECAST UNITS f0 BE AASHo H ,
2g,b ,� i�� � _ DESIGN LOADING F0 L
:UTILITY r, q -� 55Q ;ter 2 � 1 � cQ
/ h� 2 SEPTIC 1 -,,NK. Jr'D �) T
POLE ?:� , _ ___. _ 5. PIPE JOINTS TO BE MADE WATERTIGHT,
/ i t X28.7
'500 TANK T BE IN ACCORDANCE WITH MASS.
USE A _..w.,...._ -GALLON 'SEPTIC 6. CONSTRUCTION .DETAILS 0
TOF HERE
_,- �- � - � ENVIRONMENTAL CODE TITLE V.
LL - 30.3± LEACHINGS
__ ONLY AND IS NOT
� 9.9 - 172 FOR PROPOSED SEPTIC SYSTEM 0 L
raG 4 �. THIS PLAN IS 0
/ r RK SIDES: ( -� BE USED FOR ANY OTHER PURPOSE.
GUY , G - ( 28 8 BENCHMA SDE TO
U _ e COR CONC. SLAB _ r = 38Q „
WIRE - / C �, 47.5 x 10.83 (.74) IP FOR SEPTIC SYSTEM TO SCH. 40 4 PVC.
��-`.-".`---,�-�� :��'�. o.a �, � E>`Ev= 3fl.5 BOTTOM: '.,�:..____._�:_____-- --
8. PIPE / GAS 0,0 _
552_ N'P N NTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
METE CONI, X40 9, C❑ � p E
S / TOTAL: S.F. GPD
_-..-� INSPECTION BY ;BARD OF HEALTH AND PERMISSION OBTAINED
, 30S -gyp-�---^-�- _ �
f LEACHING CHAMBERS ACME OR
c� W INV OUT USE 5 X00 ,AL. LLAC G
/ R MAY BE AN ADDITIONAL { ) = FROM 'BOARD OF HEALTH,
� 30.4 OTE. THEE ,
SEPTIC SYSTEM
' A T AND. 2.5 AT ENDS V R FILL W CLEAN `SAND EXISTING SE S
� J BUILDING SEWER IN THIS AREA EQUAL W rH � SONE AT SIDES 10• PUMP & REMOVE (0 /
/
PORCH El -=31.5
LEVELNESS
hr 1 1: WATERIEST D BOX FOR LE CL
FF
/ EXISTING c
DWELLING 0 7
29.4
Q ` TOF HERE TITice..
E 5 SITE PLAN.,
ELT 31.37 �.._
C
EXISTING
OF PROPOSED SPOT ELEVATION
#434 MAIN STREET
T
xQ EXISTING SPOT ELEVATION .
r o:0 1OO !N THE TOWN OF:
1 oaCONTOURYARMOUTH(PORT)
L PROPOSED
/ 301
CONTOUR PREPARED FOR: NEIL
/ 100 EXISTING CARL. �C/�� �
UTILITY LOT A
POLE 13,366 SFt�,
20 Q 20 - 40 60 Feet
'
a
BOARD OF HEALTH
30, 1 0�MA SCALE: 1 = 20 DATE: DECEMBER 21, 2001
�APR06V�EWD DATE
f' I3(?.a
ov
�Arr� � • off 508-36e-4541
6 . ` \ be fax 548 362-9880
1`'
'OF
�.5 31.4 COW�cape engineering, 111�, inc.��/
� RNCDNE H.
,
un .: H.
R O..ALA
CIVIL tr
ENGINEERS CGV}y. O.IAtA
No. 30
LAND SURVEYORS , 1
.,�.� :
02675
r� DA. T�
_939 main s,-. arrr��outh, m.V ,$ CiJA A f .�'., '.�.S.
,,Yd ,
01-318