HomeMy WebLinkAboutEngineered Plan - 2003-
HORIZ
TEXTURE
COLOR MOTT. OTHER
:U
2 LAYER OF
FILL
SOIL ,TEST
TOP OF FOUNDATION
20 FT. MINIMUM FROM CELLAR
LOAMY SAND
DATE OF SOIL TEST.Q.QT08ERj_,_.200�__
ELEV. '= 100.00 10 FT. MINIMUM
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
CLEAN SAND
SNIE
SOIL TEST -DONE 8Y ETSER ENQ(�l5aG
.
6 M
C
99.00 MAX
WITNESSED BY (� FLAHFB.TY
{ASSUME D)
CONCRETE
...4" SCHEDULE 40 PVC PIPE
MIN PITCH 1/8" PER FT
INSPECTION PORT
LOAM AND SEED
"
!-��i.E ELEV.= 99.00
PERCOLATION RATE '� -1 MIN./INCH AT' 40 INCHES
-
HORIZ
TEXTURE
COLOR MOTT. OTHER
0-14
2 LAYER OF
FILL
NO
14-18
A/E
LOAMY SAND
1OYR5/1
1/8" TO 1/2"
B
LOAMY SAND
10YR7/6
6 M
C
99.00 MAX
WASHED STONE VENT
34 INCHES
SEPTIC TANK
27' 4" CAST IRON PIPE
SOIL ABSORPTION!
X
Joe No. 5521-00
93.75 MIN. NOT REQUIRED
(OR EQUAL)PARI
3/4" TO 1 1/2" CLEAN
�+ `�
SYSTEM tSAs,
z
LEGEND:
LEGEND:
/4")
FTM
FREE OF FINES &SDOUBLE WASHED SILT
ADJUST -
DESIGN CALCULATIONS
TEE
EXISTING SPOT ELEVATION x0.0
SYSTEM PROFILE
USGS PROBABLE WATER TABLE ELEV. =
OBSERVED WATER TABLE ( / / ) ELEV. _
FLOW LINE
NUMBER OF BEDROOMS 2 DESIGN FOR 3�
- GARBAGE DISPOSAL UNIT TO BE REMOVED NO
86,00
0)
EXISTING CONTOUR----00----
NOT TO
10,,
BOTTOM OF TEST HOLE ELEV. _
TOTAL ESTIMATED FLOW
FINAL SPOT ELEVATION
ELEV. 97.75
MIN.
o o _
o
FINAL CONTOUR 00
ELEV.
_ _96.45 LEVEL
_
10 ° 94.87
SOIL TEST LOCATION
6" SUMP ELEV. = 95.50
o _
' - _
0 ELEV. =
UTiLITY.POLE
= 98.0
ELEV.��_
GAS ELEV.
95.87
TOWN WATER W W
BAFFLE
�_ p n,,
®ISTRIBUTIO
BASIN G\�%
LIQUID OUTLET
^--^;,
ELEV. =
4 HIGH CAPACITY INFILTRATORS
STONE IN AN
WITH
GASCLI
OP
DEPTH TEE
TO BE PLACED ON FIRM BASE)BOX
�5,$Q_
z
CESSPOOL
DEPTH
HORIZ
TEXTURE
COLOR MOTT. OTHER
0-14
11' X 38' X 10' TRENCH FORMATION
FILL
NO
14-18
A/E
LOAMY SAND
1OYR5/1
18-28
B
LOAMY SAND
10YR7/6
28-120
C
MEDIUM/
2.5Y8/2
34 INCHES
SEPTIC TANK
FINE SAND
SOIL ABSORPTION!
99.0
• 97.8
�- -�1 98.2 98.3
x 98.3
SHED 98.7
11 cmn i -0
i ; 1 T ,
t 1 SOIL
v i TEST
1 � 1
I1 11 99.1
1 11� 1500 GALLON
SEPTIC TANK
98.9
Z10.0 1D1
6
MIN.
99.0
mwo7m : :.
x 97.7
......�""� " 97 7
99.1
99.0 DRIVE
-■ 97.7
■--99.1 _ _ - - \
\1
i w W.7 1
O
1,
1.
99.2 `1
99.3
■ 99.3
• 98.
99.1
■ 98.9
-98.9
LOT 55
-------1�QQQS.-F---
120. 00,
a I u*;vl
cQ)98.7
• 98.2
( 110 GAL./913./DAY X Q_ 6;3.) 0_ GAL./DAY
REQUIRED SEPTIC TANK CAPACITY --6-00_ GAL
ACTUAL SIZE OF SEPTIC TANK 1500 GAL
SOIL CLASSIFICATIONr
DESIGN PERCOLATION RATE MIN./IN.
EFFLUENT LOADING RATE 0.79_ GAL./DAY/S.F.
LEACHING AREA 474.33 SQ. FT.
(11X36)+(47X2X10/12)
LEACHING CAPACITY (AREA X RATE) -33tQQ GAL./DAY
474.33 X 0.74
RESERVE LEACHING CAPACITY -351.+4Q GAL./DAY
MOTES:
1. ALL WORKMANSHIP AN MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TO 'S RULES AND REGULATIONS FOR THE
SUBSURFACE DISPOSAL F SEWAGE.
2. ALL COVERS TO SANITAR UNITS SHALL BE BROUGHT TO
WITHIN 6" OF FINISHED G DE.
3. ALL COMPONENTS OF THE ANITARY 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 UNITS USED TO BRING COVERS TO GRADE SHALL BE
MORTARED IN PLACE.
NO DETERMINA TION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULA 110NS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION
CONTRACTOR IS TO 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
OCT 0 2003 8AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE.
ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF
HEALTH DEPT. THE DESIGN ENGINEER IMMEDIATELY.
. PARCEL IS 1N FLOOD ZONE C
9. LOT IS SHOWN ON ASSESSORS MAP 148 AS PARCEL
10. EXISTING CESSPOOLS ARE TO BE PUMPED AND REMOVED OR BACKFILLED.
11. INTERIOR PIPING IS TO BE REROUTED BY A LICENSED PLUMBER TO
1EXIT AS SHOWN AND DISPOSAL IS TO BE REMOVED.
12.
EXISTNG FLOW IS 2 BEDROOM WITH DISPOSAL.
` 1 Q� MASS .
1. r%. A,
DUMAS m
GIs
}� APPROVED: BOARD OF HEALTH
&17-eJ
DATE AGENT
4 FEET
14 INCHES
TO BE WATER TESTED
11' X 38' X 10' TRENCH FORMATION
CLEANOUT C.O.
LOC .41 DEACON STREET
SO. Y 1OUTH, S.
5 FEET
19 INCHES
24 INCHES
�+ ^
500 GALLON
IF MORE THAN ONE OUTLET
;n
WELL N/A
NO WATER ENCOUNTERED AT -121L ELEV. X82-0.0.
6 FEET
8 FEET
34 INCHES
SEPTIC TANK
(TO BE PLACED ON FIRM BASE)
SOIL ABSORPTION!
ZONE
Joe No. 5521-00
3/4" TO 1 1/2" CLEAN
�+ `�
SYSTEM tSAs,
INDEX
SHEET 1 O=1-
FREE OF FINES &SDOUBLE WASHED SILT
ADJUST -
DESIGN CALCULATIONS
SEWAGE DISPOSAL
SYSTEM PROFILE
USGS PROBABLE WATER TABLE ELEV. =
OBSERVED WATER TABLE ( / / ) ELEV. _
_�F_
NUMBER OF BEDROOMS 2 DESIGN FOR 3�
- GARBAGE DISPOSAL UNIT TO BE REMOVED NO
NOT TO
SCALE
BOTTOM OF TEST HOLE ELEV. _
TOTAL ESTIMATED FLOW
99.0
• 97.8
�- -�1 98.2 98.3
x 98.3
SHED 98.7
11 cmn i -0
i ; 1 T ,
t 1 SOIL
v i TEST
1 � 1
I1 11 99.1
1 11� 1500 GALLON
SEPTIC TANK
98.9
Z10.0 1D1
6
MIN.
99.0
mwo7m : :.
x 97.7
......�""� " 97 7
99.1
99.0 DRIVE
-■ 97.7
■--99.1 _ _ - - \
\1
i w W.7 1
O
1,
1.
99.2 `1
99.3
■ 99.3
• 98.
99.1
■ 98.9
-98.9
LOT 55
-------1�QQQS.-F---
120. 00,
a I u*;vl
cQ)98.7
• 98.2
( 110 GAL./913./DAY X Q_ 6;3.) 0_ GAL./DAY
REQUIRED SEPTIC TANK CAPACITY --6-00_ GAL
ACTUAL SIZE OF SEPTIC TANK 1500 GAL
SOIL CLASSIFICATIONr
DESIGN PERCOLATION RATE MIN./IN.
EFFLUENT LOADING RATE 0.79_ GAL./DAY/S.F.
LEACHING AREA 474.33 SQ. FT.
(11X36)+(47X2X10/12)
LEACHING CAPACITY (AREA X RATE) -33tQQ GAL./DAY
474.33 X 0.74
RESERVE LEACHING CAPACITY -351.+4Q GAL./DAY
MOTES:
1. ALL WORKMANSHIP AN MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TO 'S RULES AND REGULATIONS FOR THE
SUBSURFACE DISPOSAL F SEWAGE.
2. ALL COVERS TO SANITAR UNITS SHALL BE BROUGHT TO
WITHIN 6" OF FINISHED G DE.
3. ALL COMPONENTS OF THE ANITARY 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 UNITS USED TO BRING COVERS TO GRADE SHALL BE
MORTARED IN PLACE.
NO DETERMINA TION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULA 110NS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION
CONTRACTOR IS TO 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
OCT 0 2003 8AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE.
ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF
HEALTH DEPT. THE DESIGN ENGINEER IMMEDIATELY.
. PARCEL IS 1N FLOOD ZONE C
9. LOT IS SHOWN ON ASSESSORS MAP 148 AS PARCEL
10. EXISTING CESSPOOLS ARE TO BE PUMPED AND REMOVED OR BACKFILLED.
11. INTERIOR PIPING IS TO BE REROUTED BY A LICENSED PLUMBER TO
1EXIT AS SHOWN AND DISPOSAL IS TO BE REMOVED.
12.
EXISTNG FLOW IS 2 BEDROOM WITH DISPOSAL.
` 1 Q� MASS .
1. r%. A,
DUMAS m
GIs
}� APPROVED: BOARD OF HEALTH
&17-eJ
DATE AGENT
G-.�S8�PROJ�5821-0010'wg{5821-SAS.VWG 02UO3
TSER ENGINEERING j`
LOCUS
HAZELMOOR
Nm
v
0 0
z
p �R.
G QoN
�oN
PROPOSED SEPTIC DESIGN
FOR'
JOHN C. E ERTY
LOC .41 DEACON STREET
SO. Y 1OUTH, S.
,�' MGM, MTG
235 GREAT WESTERN ROAD
508- P. 0. BOX 713
398_3922 SOUTH DENNIS, MASS. 02660
DATE
OCT 2, 2003
SCALE '
1 - 20 .:
REV. OCT 8, 2003
Joe No. 5521-00
LOCATION MAP
REV.
SHEET 1 O=1-
G-.�S8�PROJ�5821-0010'wg{5821-SAS.VWG 02UO3
TSER ENGINEERING j`