HomeMy WebLinkAbout15 Hemeon Drive Proposed Septic Design 2OVERDIG NO CETERMINATIC4 HAS BEEN MADE AS TO COMPLIANCE WITH
98.4 97.7 DEEDED OR ZONING REGULATIONS. OWNER /APPLICANT IS TO
98.4 8.1 OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY,
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION NTRACTOR
IS TO CALL 'DIG -SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.-
7.
ITE.7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL I AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
--S-PARCEL-IS IN FLOOD ZONE. C
9 LT IS SHO ON ASESSO�S MAP
10. EXOISTINSTRUCTURES SEPTIC FACILITIES, AND ALL UTILITIESARE TO BE
REMOVED AND REPLACED WITH NEW,
11. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
SOIL P 1500 GALLON x.,A OF AqT FOR A MINIMUM OF S' AROUND SOIL ABSORPTION SYSTEM AND BE
TEST,!.SEPTIC TANK/ REPLACED WITH SAND AS SPECIFIED IN .310 CMR 15.255:(3).
T A.
99 . AS
.2 1 s, // �7 "
-114 1 - . I I I r4 .
No, Big
!9.6
17
BOARD017 HEALTH
IT
4 7.5 99.4 j
A
.4
/99.4
- ll�
DATE
'AGENT,
97.4
'Loc
PROPOSED SEPTIC, DESIGN
FOR
NICK VISC'EGLIO
Route LOC.
-28 15 11E ISE, ON,DR.
NVE ST YARIAOIJM llaS'
Al
ISV " ; 7Sr �XUX
EL W 17 =,i!,lG
235 GREAT WESTERN ROAD.,,
'508- P. D. BOX,713
398-3922 SOUTH 02660
bENNIS, MASS.
,
LOCATION MAP REV,
c-%selOR kel -001d 16lcT_
SCALE
Job No: 6153-00
SHEET > 1 ��_ OF. 1
TOP OF FOUNDATION
20 FT. MINIMUM FROM CELLAR
SOIL TEST
V
ELEV,
10 FT. MINIMUM
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
CLEAN SAND
DATE OF, SOIL TEST 01Y_7�ZQ
{EXISTING & PRO 0
0 SE
CONCRETE'
SOIL TEST DONE BY SWEE SEE LN2NEERIUG
COVERS
WITNESSED BY _&_WN_tj9�NL
4o SCHEDULE 40 PVC PIPE
LOAM AND SEED
I -
ASPHALT
'03SERVA71014 H OLE I ELEv.. las.00
MIN. PITCH 81' PER FT.
2' LA
PERCOLATION RATE _<L_2� MIN./INCH AT -_ 86 A
COVERHOLEINCHES
\�R
1 /8 TO 1/2
N
DEPTH HORIZ
I TEXTURE
-COLOR
-POTT.
OTHER
3.75
4" CAST IRON PIPE
-6 MAX..
MANHOLE
93.60 m WASHED STONE
COVER
VENT
N
-,(OR EQUAL) MIN
Er:4
NOT REQUIRED
F
0-45
FILL
-NO
PITCH 1/4' PER FT.
z
45-48 A
LOAMY SAND
10YR2/1
FLOW LINE_
95.60
a
48-59 B
LOAMY SAND
1OYR6/8
-THIN.
co 000000000
LEV. -
59-144 C
MED IUM SAND
2ZY8/4
LEVEL
3-7..
0 1313 0 C3 0 0 C3 C3 0 0
GAS
ELEV. - SUM ELEV. - _iMl-
F
BAFFLE
_15.-I
m to m c3 r 3 0 C3 C3 13 0 C3
DISTRIBUTION,
LIQUID
DEPTH
OUTLET
TEE
ELEV.
Box qua -
0 Cl C3 C3 0 C3 C3 E3 0 0 0
0
ELE V. CZ85
4 FEET
14 INCHES,
-(TO BE PLACED ON FIRM BASE) TO BE WATER TESTED
GALLEYS WITH
5 FEET
6 FEET
19 INCHES
24 INCHES
1500 GALLON IF MORE THAN ONE OUTLET
STONE IN AN
7 FEET
8 FEET
29 INCHES
34 INCHES
(TO BE PLACED ON FIRM BASE)
SEPTIC,
11' X V X 2- TRENCH FORMATION
z
WELL NIA
NO WATER ENCOUNTERED AT __J44- ELEV. - �gC DD
TANK 3/4" TO T; 1/2' CLEAN
SOIL ABSORPTION
ZONE
INDEX
DOUBLE WASHED STONE
ADJUST
FREE OF FINES SILT
SYSTEM (SAS)r
-
DESIGN 'CALCULATIONS
SEWAGE DISPOSAL SYSTEM PROFILE
USGS PROBABLE WATER 'CABLE ELEV.
NUMBER OF BEDROOMS 3
NOT TO SCALE
OBSERVED WATER ,TABLE ELEV.
GARBAGE DISPOSAL UNIT
BOTTOM OF TEST HOLE ELEV, -
-EIM-
TOTAL ESTIMATED FLOW
3
( 110 GAL/811./DAY X 8R.) _030- GAL./DAY
REQUIRED SEPTIC TANK CAPACITY -JOG- CAL.
ACTUAL,SIZE OF SEPTIC TANK 1500 GAL.
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE R 5- MlN.AN.
EFFLUENT LOADING RATE -D,7-4- GAL./DAY/S.F.
LEACHING AREA MPA -09 SO. FT.
(11X37)+(48X2M)
97.8
LEACHING CAPACITY AREA _X RATE) -441Z GAL./DAY.,
ti
599.00 X 0.74
RESERVE LEACHING CAPACITY AlliD GAL./DAY
NOTES:
98.
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE
TOWN'S RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
DRIVE
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 64 OF FINISHED GRADE.
999.0
3. ALL COMPONENTS OF THE SANITARY
.0
SYSTEM SHALL BE CAPABLE OF
A%
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
LOT'2 95.8
10 FT, OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL'BE
15,120.0 S.F.
8 .8
USED UNDER OR WITHIN 10 FT, OF DRIVES OR PARKING AREAS.
4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL
LIMIT OF 5' I_
BE MORTARED IN PLACE.
OVERDIG NO CETERMINATIC4 HAS BEEN MADE AS TO COMPLIANCE WITH
98.4 97.7 DEEDED OR ZONING REGULATIONS. OWNER /APPLICANT IS TO
98.4 8.1 OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY,
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION NTRACTOR
IS TO CALL 'DIG -SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.-
7.
ITE.7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL I AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
--S-PARCEL-IS IN FLOOD ZONE. C
9 LT IS SHO ON ASESSO�S MAP
10. EXOISTINSTRUCTURES SEPTIC FACILITIES, AND ALL UTILITIESARE TO BE
REMOVED AND REPLACED WITH NEW,
11. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
SOIL P 1500 GALLON x.,A OF AqT FOR A MINIMUM OF S' AROUND SOIL ABSORPTION SYSTEM AND BE
TEST,!.SEPTIC TANK/ REPLACED WITH SAND AS SPECIFIED IN .310 CMR 15.255:(3).
T A.
99 . AS
.2 1 s, // �7 "
-114 1 - . I I I r4 .
No, Big
!9.6
17
BOARD017 HEALTH
IT
4 7.5 99.4 j
A
.4
/99.4
- ll�
DATE
'AGENT,
97.4
'Loc
PROPOSED SEPTIC, DESIGN
FOR
NICK VISC'EGLIO
Route LOC.
-28 15 11E ISE, ON,DR.
NVE ST YARIAOIJM llaS'
Al
ISV " ; 7Sr �XUX
EL W 17 =,i!,lG
235 GREAT WESTERN ROAD.,,
'508- P. D. BOX,713
398-3922 SOUTH 02660
bENNIS, MASS.
,
LOCATION MAP REV,
c-%selOR kel -001d 16lcT_
SCALE
Job No: 6153-00
SHEET > 1 ��_ OF. 1