HomeMy WebLinkAbout83- 963 - Sanitary DisposalA tr4D1`�ti'f �- •d/� J'r!�' _�`.e:� •'f' C�l..�-�.; , :,--/<" �, •• 3-' r.� <:� Y:.1'=,- r •:.__._
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OFOUNDATION LOCATION AS SHOWN ON THIS PLAN
SHOULD BE STAKED PRIOR TO EXCAVATION AND AGAIN
IN EXCAVATED HOLE IF NECESSARY BY SURVEYOR.
A MINIMUM OF 48HOUR NOTICE (WORK DAYS)IS REQUIRED.
0 CONSTRUCTION TO BE IN STRICT ACCORDANCE WITH
THIS PLAN! ANY CHANGES MUST BE REQUESTED AND
APPROVED IN WRITING BY THE DESIGN ENGINEER'S
WHO'S SEAL APPEARS HEREON. CONTRACTOR ASSUMES
FULL RESPONSIBILITY FOR ANY VARIATIONS FROM
THIS PLAN NOT APPROVED BY SAID ENGINEER.
FLOOD ZONE:
AS:DELINEATED ON THE FLOOD INSURANCE RATE MAP,
COMMUNITY PANCEL NCKTfb/S-ZZC.MAP REVISED -9
BY FEDERAL EMERGENCY MANAGEMENT AGENCY
ZONING DATA:
ZONE:
MIN. AREA SQ. FT.
MIN. FRONTAGE FEET
MIN. FRONTYARD SETBACK FEET
MIN. SIDEYARD SETBACK FEET
MIN REARYARD SETBACK FEET
APPROVED
19_
BUILDING COMMISSIONER
J. N. z
D.E.
.--
D.E. Q. E. NO. fEs -9�o
LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
EXISTING SPOT ELEVATION
PROPOSED SPOTELEVATtON
PROPOSED WATER SERVICE
EXISTING GAS SERVICE
PROPOSED ELEC. & TELE
TEST HOLE LOCATION
- --1 6 ---
IJ
17.6
I7.6
W; G
— E B.T�
SOIL LOG
DATE:
WITNESSED BY:
Z.
-Z ELEV. TOP OF
FOUNDATION
}d .
4 -"DIA.
PIPE
MANHOLES AND COVER TO BE BUILT WITHIN
_ 12' OF FINISHED GRADE
/ FINISHED GRADE
-...,..•:..•,ti: 41DIA. PIPE•__``
.�. 15 1 I
MIN. PITCH(/4/FT. r�?'1 FVFI
•i;,'::; IPITCH
E16 MIN 14",
1141 FT. /6,00MIN,
INVERT ,w GALLON
INVERT SEPTIC TANK
I Or� PLACE ON
MIN FIRM -BASE
GAP8AGE
GRINDER
INVERT FiSUMP
D15T IN
INVERT DOx _A
MIN. 2/0"I'SL0PE
IN. 2� LAYER
8 V2" PEASTONE
JUUC7::?'. WASHED STONE ALL
INVE I? T- qt'.F WQ .` AROUND.
'= r' do e , , rj e''' f
-- --� �-� L�—�-- �p�d ELEV. BOTTOM _3
OF PIT=
20 MIN �.`3rLL�� 6•-O• r
v Il- DIA. /-72Ir/tx
ELEV. _
PROFILE OF OBSERVED GROUND WATERTABLE ELEV._k
SANITARY DISPOSAL SYSTEM
NOT TO SCALE DESIGN DATA
0 CONSTRUCTION OF SANITARY DfSPOSAL SYSTEM B E D R O O M SDESIGN FLOW '`Z� GAL/DAY
SHALL CONFORM TO MASS. ENV IRONMENTAL CODE
TITLE V (REVISED 7-1-77)AND THE TOWN OF WZ4 MIN./INCH
HEALTH REGULATIONS CURREN LY IN EFFECTREQUIRED SEPTICTANKN� GALS
O SEPTIC TANK, DISTRIBUTION BOX AND LEACHING UNIT PROPOSED SEPTIC TANK N GALS.
TO BE OF REINFORCED CONCRETE:
MIN. CONCRETE STRENGTH 3,000 P.S.I. PROPOSED LEACHING CAPACITY!
MIN. STEEL STRENGTH 20, 0 0 0 P S.1. �r i�
MIN. DESIGN LOADING H -/O .;.
GALS/bAY
0 DRIVEWAYS NOTTO'BE LOCATED OVER SYSTEM UNLESS
H*20 DESIGN LOADING 15 USED.
0 ALL PI PES AND FITTINGSTO BE WATERTIGHT AND APPROVED 19_
TO BE OFCAST IRON OR APPROVED P.V.C.
BOARD OF HEALTH AGENT
SITE PLAN SHOWING PROP
L O C A7' I O N : —7U
F O R :"'e 1/ o 7 l�J�/ mac✓. si t '�
SCALE: XS DATE '���- Z
REFERENCE:<,_!s;4/ ,v /
OF
ISED CONSTRUCTION SH.? -OF __Z—SHS
y= IF THIS PLAN DOES NOT BEAR AN ORIGINAL RED SEAL
AND SIGNATURE, THEN THIS PLAN IS AN UNAUTHORIZED
REPRODUCTION AND J. M. MONAHAN, JR. L ASSOCIATES
19 AND/OR A PROFESSIONAL LAND SURVEYOR OR ENGINEER,
WHOSE SEAL APPEARS HEREON, DO NOT ASSUME ANY
RESPONSIBILITY FOR ITS CONTENT.
�rvnn,yY.-" J.M. MONAHAN,JR.&ASSOCIATES
No. 13660
�clsrsR�yo� PROFESSIONAL LAND SURVEYORS & ENGINEERS
irl0s fQS9 v� TOWNE PLAZA -900 ROUTE 134 -SOUTH DENNIS,MA.02660
r,>. o
,)r,I9.0 91989
I E
_
.._ .
•r-.,. '� _. .T... L-' C.11,+`
/ y' (..
/moi._..% Y .r to 1. <..'
� �i C�1..1 / ✓ 1r /'i,/ l�"�
Z.
-Z ELEV. TOP OF
FOUNDATION
}d .
4 -"DIA.
PIPE
MANHOLES AND COVER TO BE BUILT WITHIN
_ 12' OF FINISHED GRADE
/ FINISHED GRADE
-...,..•:..•,ti: 41DIA. PIPE•__``
.�. 15 1 I
MIN. PITCH(/4/FT. r�?'1 FVFI
•i;,'::; IPITCH
E16 MIN 14",
1141 FT. /6,00MIN,
INVERT ,w GALLON
INVERT SEPTIC TANK
I Or� PLACE ON
MIN FIRM -BASE
GAP8AGE
GRINDER
INVERT FiSUMP
D15T IN
INVERT DOx _A
MIN. 2/0"I'SL0PE
IN. 2� LAYER
8 V2" PEASTONE
JUUC7::?'. WASHED STONE ALL
INVE I? T- qt'.F WQ .` AROUND.
'= r' do e , , rj e''' f
-- --� �-� L�—�-- �p�d ELEV. BOTTOM _3
OF PIT=
20 MIN �.`3rLL�� 6•-O• r
v Il- DIA. /-72Ir/tx
ELEV. _
PROFILE OF OBSERVED GROUND WATERTABLE ELEV._k
SANITARY DISPOSAL SYSTEM
NOT TO SCALE DESIGN DATA
0 CONSTRUCTION OF SANITARY DfSPOSAL SYSTEM B E D R O O M SDESIGN FLOW '`Z� GAL/DAY
SHALL CONFORM TO MASS. ENV IRONMENTAL CODE
TITLE V (REVISED 7-1-77)AND THE TOWN OF WZ4 MIN./INCH
HEALTH REGULATIONS CURREN LY IN EFFECTREQUIRED SEPTICTANKN� GALS
O SEPTIC TANK, DISTRIBUTION BOX AND LEACHING UNIT PROPOSED SEPTIC TANK N GALS.
TO BE OF REINFORCED CONCRETE:
MIN. CONCRETE STRENGTH 3,000 P.S.I. PROPOSED LEACHING CAPACITY!
MIN. STEEL STRENGTH 20, 0 0 0 P S.1. �r i�
MIN. DESIGN LOADING H -/O .;.
GALS/bAY
0 DRIVEWAYS NOTTO'BE LOCATED OVER SYSTEM UNLESS
H*20 DESIGN LOADING 15 USED.
0 ALL PI PES AND FITTINGSTO BE WATERTIGHT AND APPROVED 19_
TO BE OFCAST IRON OR APPROVED P.V.C.
BOARD OF HEALTH AGENT
SITE PLAN SHOWING PROP
L O C A7' I O N : —7U
F O R :"'e 1/ o 7 l�J�/ mac✓. si t '�
SCALE: XS DATE '���- Z
REFERENCE:<,_!s;4/ ,v /
OF
ISED CONSTRUCTION SH.? -OF __Z—SHS
y= IF THIS PLAN DOES NOT BEAR AN ORIGINAL RED SEAL
AND SIGNATURE, THEN THIS PLAN IS AN UNAUTHORIZED
REPRODUCTION AND J. M. MONAHAN, JR. L ASSOCIATES
19 AND/OR A PROFESSIONAL LAND SURVEYOR OR ENGINEER,
WHOSE SEAL APPEARS HEREON, DO NOT ASSUME ANY
RESPONSIBILITY FOR ITS CONTENT.
�rvnn,yY.-" J.M. MONAHAN,JR.&ASSOCIATES
No. 13660
�clsrsR�yo� PROFESSIONAL LAND SURVEYORS & ENGINEERS
irl0s fQS9 v� TOWNE PLAZA -900 ROUTE 134 -SOUTH DENNIS,MA.02660
r,>. o
,)r,I9.0 91989
I E