HomeMy WebLinkAbout56 Randolph Road - Septic Designo 101.0 1 100.6
" 102.3
r
101.1
I
• 1v�i1.2
11"__ 2.
CLEAN
MAX.
PORT
%M AND SEED
" LAYER OF
WASHED STONE
X MIN.
m
VENT
REQUIRED
° 10• ° ELEV. =
° o 0 0 0 ° 0 014• o e o 94.10
o o ELEV. _ �_
4 HIGH CAP
SOIL
USGS P
OBSERVED WATER
01 0
�Q) 6.5 SOIL
y TE �l o
r
r o �/"R/� / 93.9
SOX
i
Qr �
/ LIMI7/OF_r9S8
5' 0YERDI6 X ''�
INFILTRATORS WTH
IN AN i
TRENCH FORMATION
I N
(SAS)
SOIL TEST I v,','. ; K
DATE OF SOIL TEST LARCH 26�2QD3_ _
SOIL TEST DONE BY SWEETSER ENGINEERING
WITNESSED BY=_yQN�QF----- 7T3 .JJL 10 Fii It
OBSERVATION HOLE 1 ELEV.=_ 96.50 0€3SERVATION HOLE 2JINCH
7}Qy_, ;
PERCOLATION RATE _< 4MIN./INCH AT.__ 6_5___ INCHES PERCOLATION RATE _«- MIN 962525y +/;L_- �
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-10
TOTAL ESTIMATED FLOW
FILL.
( 110 GAL/BR./DAY X �3 BR.) X30_ GAL./DAY
EXISTING SPOT ELEVATION x0.0 s
REQUIRED SEPTIC TANK CAPACITY GAL.
TOP OF FOUNDATION
0/A
20 FT. MINIMUM FROM CELLAR
10YR3/1
NO
ROOTS
10 FT. MINIMUM
10 FT. MINIMUM FROM SLAB
OR CRAWL SPACE
10YR5/8
ELEV. _ 100•_
-0,74-
LEACHING 476_00 SQ. FT.
40-60
Cl
COARSE SAND
10YR6/6
GAS LINE G
,aN7,24
478.00 X 0.74
60-72
CONCRETE
SANDY LOAM
10YR6/3
REV SED
NOTES:
72-132
COVERS
COARSE SAND
10YR6/6
THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
4" SCHEDULE 40 PVC PIPE
WITHIN 6" OF FINISHED GRADE.
SHEET 1 OF 1
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
MIN, PITCH 1/8" PER FT. -
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
3,00
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4" CAST IRON PIPE
.
AX " M X
"MAX
BE MORTARED IN PLACE.
- -
5. NO DETERMINATION HAS BEEN MADE AS TO-CCMPUANCE--WITH -
(OR EQUAL) MINIMUM
DEEDED OR ZONING RECU'LATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMNATTCN FROM APPROPRIATE AUTHORITY.
6. UTIUTES SHOVN ARE APPP.OX'VATE ONLY, EXCAVATION CONTRACTOR
PITCH 1/4" PER FT.
-
PRIOR TO COMMENCING WORK ON SITE.
"
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
FLOW LINE
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY,
ELEV. =97.00 _
10"
jMIN.
_
{
9. LOT IS SHOWN ON ASSESSORS MAP 114 - AS PARCEL 51
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR
ELEV. LEVEL
1
WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3).
f
ELEV. _ _$6.70_
GAS ELEV. _ 6" SUMP ELEV.
LESS THAN 2' ABOVE THE HIGH POINT IN ROAD
12. A NEGATIVE GRADE OF 3/4- PER FOOT SHALL BE MAINTAINED FOR A
BAFFLE
_98_30_
DISTRIBUTION
ELEV. _
LIQUID
OUTLET
BOX-Q6i4_J
4
PTH
FEET
14 INCHES
(TO BE PLACED ON FIRM BASE)
TO BE WATER TESTED
5
FEET
19 INCHES
1500 GALLON
IF MORE THAN ONE OUTLET
6
FEET
FEET
24 INCHES
INCHES
SEPTIC TANK
(TO BE PLACED ON FIRM BASE)
8
34
3/4" TO 1 1/2- CLEAN -J
DOUBLE WASHED STONE
FREE OF FINES & SILT
SEWAGE DISPOSAL
SYSTEM PROFILE
NOT TO
SCALE -
o 101.0 1 100.6
" 102.3
r
101.1
I
• 1v�i1.2
11"__ 2.
CLEAN
MAX.
PORT
%M AND SEED
" LAYER OF
WASHED STONE
X MIN.
m
VENT
REQUIRED
° 10• ° ELEV. =
° o 0 0 0 ° 0 014• o e o 94.10
o o ELEV. _ �_
4 HIGH CAP
SOIL
USGS P
OBSERVED WATER
01 0
�Q) 6.5 SOIL
y TE �l o
r
r o �/"R/� / 93.9
SOX
i
Qr �
/ LIMI7/OF_r9S8
5' 0YERDI6 X ''�
INFILTRATORS WTH
IN AN i
TRENCH FORMATION
I N
(SAS)
SOIL TEST I v,','. ; K
DATE OF SOIL TEST LARCH 26�2QD3_ _
SOIL TEST DONE BY SWEETSER ENGINEERING
WITNESSED BY=_yQN�QF----- 7T3 .JJL 10 Fii It
OBSERVATION HOLE 1 ELEV.=_ 96.50 0€3SERVATION HOLE 2JINCH
7}Qy_, ;
PERCOLATION RATE _< 4MIN./INCH AT.__ 6_5___ INCHES PERCOLATION RATE _«- MIN 962525y +/;L_- �
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-10
TOTAL ESTIMATED FLOW
FILL.
( 110 GAL/BR./DAY X �3 BR.) X30_ GAL./DAY
EXISTING SPOT ELEVATION x0.0 s
REQUIRED SEPTIC TANK CAPACITY GAL.
10-19
0/A
LOAMY SAND
10YR3/1
NO
ROOTS
19-40
B
LOAMY SAND
10YR5/8
UTILITY POLE
-0,74-
LEACHING 476_00 SQ. FT.
40-60
Cl
COARSE SAND
10YR6/6
GAS LINE G
,aN7,24
478.00 X 0.74
60-72
C2
SANDY LOAM
10YR6/3
REV SED
NOTES:
72-132
C3
COARSE SAND
10YR6/6
THE SUBSURFACE DISPOSAL OF SEWAGE.
WELL N/A NO WATER ENCOUNTERED AT �32= ELEV.
ZONE
INDEX
ADJUST
WATER TABLE ELEV. _ -_-_-_
( / / ) ELEV. =
OF TEST HOLE ELEV. = _0,5¢Q_
/ sD�/
LOT 82
1500 GLON / / / AREA 16,250 t S F
SEPTIC ANK
off;` 89.1
10 .0 l // Q /e / / /� 87.1 %
/
x 90.3 i
(\ 81
3
/
/
/ I
/
/
91
89.3
DEPTH
HORIZ
TEXTURE
COLOR
MOTT,
OTHER
0-15
TOTAL ESTIMATED FLOW
FILL
( 110 GAL/BR./DAY X �3 BR.) X30_ GAL./DAY
EXISTING SPOT ELEVATION x0.0 s
REQUIRED SEPTIC TANK CAPACITY GAL.
15-24
A
LOAMY SAND
10YR4/2
NO
ROOTS
24-44
B
LOAMY SAND
10YR6/6
UTILITY POLE
-0,74-
LEACHING 476_00 SQ. FT.
44-120
C
COARSE/
2.5Y6/4
GAS LINE G
,aN7,24
478.00 X 0.74
CESSPOOL P
RESERVE LEACHING CAPACITY .35524 GAL/DAY
MEDIUM SAND
REV SED
NOTES:
NO WATER ENCOUNTERED AT 190" ELEV. _ __8Z5.D_
APPROVED: BOARD OF HEALTH
APFR'JvFp
um"DUTY crosP"1111EE
DATE AGENT OP\tm
DESIGN CALCULATIONS
NUMBER OF BEDROOMS 3
ROU7E 6A
LOCUS AMY(Xy
O J
Q
®
GARBAGE DISPOSAL UNIT0 _
LEGEND"
TOTAL ESTIMATED FLOW
( 110 GAL/BR./DAY X �3 BR.) X30_ GAL./DAY
EXISTING SPOT ELEVATION x0.0 s
REQUIRED SEPTIC TANK CAPACITY GAL.
EXISTING CONTOUR ----00----
_M0_
ACTUAL SIZE OF SEPTIC TANK 1500 GAL.
FINAL SPOT ELEVATION
0
SOIL CLASSIFICATION
FINAL CONTOUR 0
1P
DESIGN PERCOLATION RATE <_¢_- MIN./IN.
SOIL TEST LOCATION
®
EFFLUENT LOADING RATE GAL./DAY/SIF.
UTILITY POLE
-0,74-
LEACHING 476_00 SQ. FT.
TOWN WATER -WW
8X37}F(�,5X2X2)
CATCH BASIN \C)�
-
LEACHING CAPACITY (AREA X RATE) GAL./DAY
GAS LINE G
,aN7,24
478.00 X 0.74
CESSPOOL P
RESERVE LEACHING CAPACITY .35524 GAL/DAY
CLEANOUT - e/ C.O.
REV SED
NOTES:
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.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
LOCATION M :A:P:=
WITHIN 6" OF FINISHED GRADE.
SHEET 1 OF 1
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONRY UMTS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
- -
5. NO DETERMINATION HAS BEEN MADE AS TO-CCMPUANCE--WITH -
DEEDED OR ZONING RECU'LATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMNATTCN FROM APPROPRIATE AUTHORITY.
6. UTIUTES SHOVN ARE APPP.OX'VATE ONLY, EXCAVATION CONTRACTOR
IS 10 CALL, "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
"
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY,
B. PARCEL IS IN FLOOD ZONE _ C�
9. LOT IS SHOWN ON ASSESSORS MAP 114 - AS PARCEL 51
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR
A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED
1
WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3).
f
11. A VARIANCE OF 4.3' IS REQUIRED FOR THE TOP OF FOUNDATION TO BE
I
LESS THAN 2' ABOVE THE HIGH POINT IN ROAD
12. A NEGATIVE GRADE OF 3/4- PER FOOT SHALL BE MAINTAINED FOR A
MINIMUM OF 15' AWAY FROM THE FOUNDATION..
APPROVED: BOARD OF HEALTH
APFR'JvFp
um"DUTY crosP"1111EE
DATE AGENT OP\tm
C• 158
ROU7E 6A
LOCUS AMY(Xy
O J
Q
®
o
PROPOSED SEPTIC DESIGN
FOR
DUBLIN QQNSTRUCTION
LOCLOT 82 RANDOLPH RD.
YARMOUTH, MASS
S =ER EP GII1E Rl1��
235 GREAT WESTERN ROAD
508- P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
DATE ARP 14, 2003
SCAL£ = 20'
JOB NO. 5638-00
REV SED
LOCATION M :A:P:=
REVISED
SHEET 1 OF 1
C• 158