HomeMy WebLinkAboutEngineered Plan - 1999bh;.NNL;kWA tK
HORIZ
LOAM AND SEED
COLOR
TOP OF FOUNDATION
OTHER
20 FT. MINIMUM FROM CELLAR
ELEV. = 10 0 0
10 FT. MINIMUM
10 FT MINIMUM FROM SLAB OR
CRAWL SPACE
(ASSUMED)
ADJUST
NOTREQUIRED
Z
1 CU. Ff. OF
CONCRETE
CALCULATIONS
CONCRETE
7,
COVERS
ANCHOR
OBSERVED WATER TABLE ( / / ) ELEV. =
GARBAGE. DISPOSAL
4' SCHEDULE 40 PVC PIPE
71
BOTTOM OF TEST HU.E ELEV. - E2, L
TOTAL ESTIMATED FL
MIN. PITCH 1/8' PER FT.
( 110 GAL/BR./D
Y X 8R.)
0 0
4' CAST IRON PIPE
X.•
GAL.
I
(OR EQUAL) MINIMUM
TIC TANK 1500
PITCH 1/4' PER FT.
FLOW UNE
ej 3_?
ELEV._
10'
Z
7, 2'0`
ELEV. _ �p
GAS ELEV. - `'i 7, U 6• SUMP _ _ Le
~
BAFFLE
DISTRIBUTION
LIQUID
DEPTH
OUTLET
TEE
_
BOX
4 FEET
14 INCHES
(TO BE PLACED ON FIRM BASE)
TO BE WATER TESTED
6 FEET
2424 INCHES
1500 GALLON
IF MORE THAN ONE OUTtET
8 FEET
34 INCHES
SEPTIC TANK
(TO BE PLACED ON FIRM BASE)
3/4' TO 1 1/2'—J
WASHED STONE
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE
CLEAN SAND
HORIZ
LOAM AND SEED
COLOR
2' LAYER OF
OTHER
1/8' TO 1/2'
ZONE
INDEX
WASHED STONE
ADJUST
NOTREQUIRED
Z
1 CU. Ff. OF
DESIGN
CALCULATIONS
CONCRETE
7,
ANCHOR
0 0
10*
yELEV.
HIGH CAPACITY TES N AN TORS WITH
� 3
iGx 3 7 X 1p+r TRENCH FORMATION
LEGEND:
EXISTING SPOT ELEVATION 00,0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION 00.0
FINAL CONTOUR 0
SOIL TEST LOCATION
UTILITY POLE -0-
TOWN WATER —W --
CATCH BASIN �® j
GAS LINE G `"
CLEAN OUT C.O.
CESSPOOL C.P.0
DA OF SOUL TEST
SOIL
'�j
SOIL ST DONE B SWEETSER ENGINEERING
WITN SSED BY Jfr Pa /Y
OBSERVATION HOLE 1 ELEV.=
PERCOLATION RA - MIN./1NCH AT INCHE;
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
SYSTEM (SAS)
ZONE
INDEX
ADJUST
USGS PROBABLE WATER TABLE ELEV. =
DESIGN
CALCULATIONS
NUMBER 0BEDR
S .�
OBSERVED WATER TABLE ( / / ) ELEV. =
GARBAGE. DISPOSAL
NIT Nom,
BOTTOM OF TEST HU.E ELEV. - E2, L
TOTAL ESTIMATED FL
W
3
( 110 GAL/BR./D
Y X 8R.)
GAL/DAY
\
REQUIRED SEPTIC TA4K CAPACITY v
GAL.
ACTUAL SIZE OF crt
TIC TANK 1500
ej 3_?
SOIL ABSORPTION
WELL'�,
WATER ENCO
NTERED AT S ELEV.
SYSTEM (SAS)
ZONE
INDEX
ADJUST
USGS PROBABLE WATER TABLE ELEV. =
DESIGN
CALCULATIONS
NUMBER 0BEDR
S .�
OBSERVED WATER TABLE ( / / ) ELEV. =
GARBAGE. DISPOSAL
NIT Nom,
BOTTOM OF TEST HU.E ELEV. - E2, L
TOTAL ESTIMATED FL
W
3
( 110 GAL/BR./D
Y X 8R.)
GAL/DAY
\
REQUIRED SEPTIC TA4K CAPACITY v
GAL.
ACTUAL SIZE OF crt
TIC TANK 1500
GAL
SOIL CLASSIFICATION I
DESIGN PERCOLATION RATE < 5 MIN./IN.
EFFLUENT LOADING[TE 0.74 GAL/DAY/S.E
)ZACHING AREA 1 �� s SQ. FT`LEACHII`. G CAPACITYEA X RATE) �31' GAL./DAY
�Y eai h' 0, 74`RESERVE LEACHINGACITY GAL/DAY
NOTES:
1. ALL WORKMANSHIP D MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 ANDTHE T WN OF YFJ fi' <'T'��T✓ RULES AND
REGULATIONS FOR E SUBSURFACE DISPOSAL OF SEWAGE.
11.AREA OF THE SOIL ABSORPTION SYSTEM IS TO BE EXCAVATED 2. ALL COVERS TO S ITARY UNITS SHALL BE BROUGHT TO
AND INSPECTED BY THE DESIGN ENGINEER AND HEALTH DEPARTMENT WITHIN 6' OF FINI GRADE.
AND IF DEEMED UNACCEPTABLE, AN OVERDIG OF 3. ALL COMPONENTS 0 THE SANITARY SYSTEM SHALL BE CAPA13LE 0
ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND WITHSTANDING H-1 LOADING UNLESS THEY ARE UNDER OR WITHIN
FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE 10 FT. OF DRIVES OR2 PARKING AREAS. -H-20 LOADING SHALL BE
REPLACED NTH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3). USED UNDER OR WI f HIN 10 FT. OF DRIVES OR -PARKING AREAS.
12. VARIANCES TO TITLE 5 AND YARMOUTH REGULATIONS: 4. ANY MASONARY UNf'''rSS USED TO BRING COVERS TO GRADE SHALL.
A. SOIL ABSORPTION SYSTEM LESS THAN 20' FROM CELLAR. BE MORTARED IN PdACE.
B. SOIL ABSORPTION SYSTEM LESS THAN 10' FROM LOT LINE. 5. NO DETERMINATION AS BEEN MADE AS TO COMPLIANCE WITH
C. NO RESERVE AREA. DEEDED OR ZONING REGULATIONS_ OWNER /. APPLICANT IS TO 3
OBTAIN SUCH D MINATION FROM APPROPRIATE AUTHORITY.
U ..... n10",-44 _nc►.: �.c+s�c�r+�tt�leTF 0."-!.Y- EXCAVATION WNTRACTO?
IS TO CALL I'DIG—SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMEN NG WORK ON SITE.
7. CONTRACTOR IS VERIFY GRADES AND ELEVATIONS AS WELL AS1
SITE CONDITIONS P OR TO COMMENCING WORK ON SITE. ANY VARIA
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
:.,
8. PARCEL IS IN FL ZONE
9. LOT IS SHOWN ON SSESSORS MAP AS PARCEL r
10. EXISTING SEPTICS TO BE PUMPED AND
i<A.
FEB 1 9 1399 APPROVED: BOARD OF HEALS H;.
A7 LTH
...
L2 C/� ,
DATE AGENT
r
.t� a
T.
DU'AS -1
too, Gig' vs
1
1
PROPO�ED SEPTIC DESIGN
/J FOR
PROJECT LOCATION
71
S ffT ETSER ENGINEERING g>
235 GREAT WESTERN ROAD
—39 SOUTH DEBOX
N S,�MASS. r
39$--3922 D266d
DATES 1999. scALE
REVISER JOB NO.
LOCATION MAP I IREVISED SHEET / OF /
01999 SWEETSER ENGINEER
1