HomeMy WebLinkAboutEngineer PlansB MT
IMLM,4" SCHEDULE 40 PVC PIPE
CLEAN SAND
-SOIL TEST
TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR MIN. PITCH 1/8- PER FT.
INSPECT104 PORT - -
_ 7 90
10 FT. INIMUM FROM SLAB OR CRAWL SPACE 2" _ LAYER OF
ELEV. - _• 10 FT. MINIMUM " " DATE OF SOIL TEST . DEC_E_M_BER 29. 200_4
2" PRESSURE PIPE 1/8 TO 1/2 _ : SOIL TEST DONE BY. �W�ETSER ENGINRII�G
(NGVD) 150 PSI MINIMUM ELEV. _ 10.00 M
WASHED STONE
CONCRETE EE
4.50 " VENT WITNESSED BY D. FLAHERTY
COVERS MANHOLE y 9.56 MIN. r ( SWITCHES DETAIL LEV = 7.40
PUMP
COVER 0B VA110N HOLE 1. E
z PERCOLATION RATE < 246
MIN./INCH AT -._ INCHES
7 FEET 29 INCHES SEPTIC TANK PUMP (OR EQUAL) USGS PROBABLE WATER TABLE ELEV. = 4.78
8 FEET 34 INCHES " ' . ENCOUNTERED AT 5-___._ ELEV.- _ 2.48
g CONCRETE OBSERVED' WATER ABLE (12/29/04) ELEV. 248
WATER
CHAMBER _ DESIGN CALCULATIONS
BOTT M OF :TEST HOLE ELEV. _ _�.60. _
NUMBER MS
4.50 PUMP CHAMB R CALCULATIONS GARBAGE°DI POD AL
ELEV. AT INVERT INLET L UNIT 0
TOTAL ESTIMATED FLOW
/� c c
SEWAGE DISPOSAL SYSTEM STEM PRO( ILC ELEV. AT ALARM ON -2.50 REQUIRED FLOW PER CYCLE �.25 X x330 -�„5 GAL./CYCLE 3
DISPOSAL TZ ELEV. AT. PUMP ON 2'17 VOLUME PER CYCLE _ 825 GAL (110. GAL./BR./DAY X SR.) GAL./DAY
NOT TO SCALE ELEV. AT PUMP OFF r1 _83 _ /CYCLE /7.48' GAL./CU. FT. 11'03 GU. FT./CYCLE .
VOLUME OF WATER IN PIPE .14: X 0.00694 X 47 FT. ;_ REQUIRED SEPTIC. TANK CAPACITY 880 GAL.
ELEV. AT. TOP OF CONCRETE �_�_._ 1.a2 CU: FL
ACTUAL SIZE OF SEPTIC -TANK 2000 GAL.
.BOTTOM OF INSIDE PUMP CHAMBER 0.50_ TOTAL MINIMUM VOLUME PER CYCLE 1.2.Q5 CU. FT. CAPACITY OF SEPTIC .TANK L8Q7,,4� GAL.
CAPACITY
L">r J\ (�I"1'�/ G[' S BOTTOM OF OUTSIDE .PUMP CHAMBER _�_Q� DISCHARGE 1205 CU. FT. 36.11. CU.FT./FT. 0.33 FT. (1000 G.S.T.) . SOIL CLASSIFICATION
t�/'1i�AC ! 1 1 SEPTIC TANK
STORAGE CAPACITY (_3,iSL_ AL./DAY /7.48 GAL./CU.FT%36.11 CU.FT./FT. = 1.22 FT. .
_i,2Z� REQUIRED 2.Q0 PF,!OVIDED DESIGN PERCOLATION RATE 5--5- MINJIN:
5X10X(5:33 0.50 )X7.48 = _1:807_66 GALLONS EFFLUENT LOADING RATE . 0,74_ GAL./DAY/S:F.
FT
LEACHING AREA 4�4 33 SQ. .
A11 X36)+ A47X2X10/ARE
/� f'�
LEACHING CAPACITY (AREA X RATE) 351.00 GAL./DAY
BUOYANCY CALCULATIONS: INUNDATION 19. EXISTING SHED, DRIVEWAY AND UTILITIES ARE TO BE RELOCATED 474.33 X 0J4
) AWAY FROM PROPOSED SOIL ABSORPTION SYSTEM. RESERVE LEACHING CAPACITY NONE_. GAL./DAY
s WEIGHT OF WATER DISPLACED (- ) WEIGHT OF WATER DISPLACED '
20. VARIANCES TO TITLE 5 AND YARMOUTH REGULATIONS:
2000. GALLON PUMP CHAMBER H 20 1000 GALLON PUMP CHA BER (H-20) . A. NO USE OFUSGS ADJUSTMENT (NEXT TO MARSH), NOTES.
11.Ox6.Ox(7.33)x64.0 30.962 LBS.. 9.Ox5.25x(6.0)x64.0 18,144 LBS. B: NO RESERVE AREA.. 1. ALL WORKMANSHIP AND. MATERIALS SHALL CONFORM TO D.E.P.
WEIGHT OF TANK PER MANUFACTURER WEIGHT OF TANK PER MANUFALTURER C. SOIL ABSORPTION SYSTEM LESS THAN,.10' FROM LOT LINES. '
28.080 195. 14.500 LBS. TITLE 5 AND THE TOWNS RULES AND:. REGULATIONS FOR ,
WEIGHT OF 6" CONCRETE WEIGHT OF WATER IN SUMP D. DISTRIBUTION BOX AND VENT. LESS THAN 10' FROM LOT LINE.
\7.8 10x5x0.50x135 3.375 LBS. 1 THE SUBSURFACE DISPOSAL OF SEWAGE.
8.17x4.42x0.83x625 1873 LBS. 2: ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
EXCESS. WEIGHT TO OFFSET FLOTATION . WEIGHT OF CONCRETE I WITHIN 6" OF FINISHED GRADE.,
30962-(28080+3375) -- 493 LBS. 8.17x4.42xO.5Ox135 2.437 LBS.
( ) 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
EXCESS WEIGHT TO OFFSET FLOTATION WITHSTANDING H-20 LOADING.
tNl. 18144-(14500+1873+2437 - 666 LBS. 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
8.0 VINYL BE MORTARED IN PLACE.
0 ,9>>. LINER { 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
!
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
T UM1T OF 5'
TERMINATION FROM APPROPRIATE AUTHORITY.
- L�tF E
6. OUBTILI ES SUCH
ARE APPROXIMATE ONLY, EXCAVATION CON1TRACTOR
nti F, : IS fO CALL "DIG-SArE" AT 1-888-344-7233 AT LEAST 72 HOURS
F _.
PR'OR .TO. COI.-0!-,4ENCING WORK ON SIVE.
PPRQXIMA 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
LE CHiNG SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF .THE DESIGN ENGINEER
Jv
CO
00�SO}t
j IMMEDIATELY.
0Q Off. 7.9 00. TT �V� /
8. PARCEL IS IN FLOOD ZONE A1�EL 10,0)
'� / 0 / / 9. LOT IS SHOWN ON ASSESSORS MAPr17 AS PARCEL
! ! 10. PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS.
+c� 7.5 / / ';! PUMP ; 1. ALARM- IS TO' BE BOTH AUDIO AND VISUAL
/ 10" SPIKES
CHAMBER
�! 2. A ZABEL A1800 FILTER IS TO BE INSTALLED.
79
.24" O.C. ALL .
i I '" 13. AN ELECTRIC PERMIT IS REQUIRED TOWIRE P PUMAND-ALARM.-
;•9 " // ) / 6.3 COURSES 14. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
ELEV: - 8_90 FOR A MINIMUM OF 5' AROUND SOIL A13SORP11ON SYSTEM AND BE
LEGEND:
.EXISTING SPOT ELEVATION x0.0
EXISTING CONTOUR --0O-_-__
FINAL SPOT ELEVATION 00.0
FINAL CONTOUR 00 ,p
SOIL TEST LOCATION
UTILITY POLE 71)
TOWN. WATER -WWF
CATCH BASIN (0'%
GAS LINE G
CESSPOOL �P
CLEANOUT -ems C.O.
w 7.47.2 JQ�O��
7 /
/
6.1
t'6J
v GO Q9�
» 7.0
1000 GALLON
SEPTIC. TANK
7. ��
LOC. 18..20 GULLS COVE RD.
WEST YAR OU I.L2, S.
235 GREAT WESTERN ROAD
508-- P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
7.1 /
O�G� / /
25
Eow J
scALE 1't = 20' i
4 CAST IRON PIPE
Q5.0
JOB No. 6108-00
8.81
x
LOCATION MAP
ELEV. _
- 8_90
\
/ / .
/
\\ 6.7
\
(OR EQUAL) MINIMUM
dOW--4
\\\/�(6)//�\
4.3
/
R+
`
0
- Q� /
ALARM ON
4.7
PITCH 1/4". PER FT.
mG
�OW-5
2'0"
° °
_
o
/
/EOW-6
BEL A1800 F1L R
LEVEL
ELEV. = 6" SUMP E V. - 8.4
LE -
°f
d
_ n m o Qc s
-I -€4 ,
10•
o
ELEV. +� 7_'E8_
PUMP ON
_
FLOW LINE
�_ .L
��+
-USTR
40 ML
VINYL
.�
"
ELEV. = 5.40 --
10"
MIN.
� J
I BU TI ON ELEV. _
_
8.31.-
4 HIGH CAPACITY INFILTRATORS
LINERPUMP
.-
�.
OFF
.:
4.87
'
v
3/8" DRILL BOX
HOLE
WITH STONE IN AN
5.00
0
ELEV.
BAFFLE`
vii
TO BE WATER TESTED
11' X 36' X 10` TRENCH FORMATION
_z
m
WELL M1W 29
ELEV. _ 4.70
C CSE
~SOIL
•'
(TO BE PLACED ON FIRM BASE)..n
3/4" TO
ABSO PTIONs
ZONE -_A
" cOr�cR
E
CHECK 1.1/2"
INDEX 9.20
11 0'.
LIQUID.
DEPTH
OUTLET
TEE
VALVE WASHED STONE
�/ 'j'� , e <
1 S i LIYI . A,
ADJUST 230
(TO BE PLACED ON FIRM BASE)
4 FEET
14 INCHES
5 FEET
6 FEET
2 INCHES
24 INCHES
r�
2000 GALLON
0.4 HP (MAX)
,
ELEV: = 4.90 _
7 FEET 29 INCHES SEPTIC TANK PUMP (OR EQUAL) USGS PROBABLE WATER TABLE ELEV. = 4.78
8 FEET 34 INCHES " ' . ENCOUNTERED AT 5-___._ ELEV.- _ 2.48
g CONCRETE OBSERVED' WATER ABLE (12/29/04) ELEV. 248
WATER
CHAMBER _ DESIGN CALCULATIONS
BOTT M OF :TEST HOLE ELEV. _ _�.60. _
NUMBER MS
4.50 PUMP CHAMB R CALCULATIONS GARBAGE°DI POD AL
ELEV. AT INVERT INLET L UNIT 0
TOTAL ESTIMATED FLOW
/� c c
SEWAGE DISPOSAL SYSTEM STEM PRO( ILC ELEV. AT ALARM ON -2.50 REQUIRED FLOW PER CYCLE �.25 X x330 -�„5 GAL./CYCLE 3
DISPOSAL TZ ELEV. AT. PUMP ON 2'17 VOLUME PER CYCLE _ 825 GAL (110. GAL./BR./DAY X SR.) GAL./DAY
NOT TO SCALE ELEV. AT PUMP OFF r1 _83 _ /CYCLE /7.48' GAL./CU. FT. 11'03 GU. FT./CYCLE .
VOLUME OF WATER IN PIPE .14: X 0.00694 X 47 FT. ;_ REQUIRED SEPTIC. TANK CAPACITY 880 GAL.
ELEV. AT. TOP OF CONCRETE �_�_._ 1.a2 CU: FL
ACTUAL SIZE OF SEPTIC -TANK 2000 GAL.
.BOTTOM OF INSIDE PUMP CHAMBER 0.50_ TOTAL MINIMUM VOLUME PER CYCLE 1.2.Q5 CU. FT. CAPACITY OF SEPTIC .TANK L8Q7,,4� GAL.
CAPACITY
L">r J\ (�I"1'�/ G[' S BOTTOM OF OUTSIDE .PUMP CHAMBER _�_Q� DISCHARGE 1205 CU. FT. 36.11. CU.FT./FT. 0.33 FT. (1000 G.S.T.) . SOIL CLASSIFICATION
t�/'1i�AC ! 1 1 SEPTIC TANK
STORAGE CAPACITY (_3,iSL_ AL./DAY /7.48 GAL./CU.FT%36.11 CU.FT./FT. = 1.22 FT. .
_i,2Z� REQUIRED 2.Q0 PF,!OVIDED DESIGN PERCOLATION RATE 5--5- MINJIN:
5X10X(5:33 0.50 )X7.48 = _1:807_66 GALLONS EFFLUENT LOADING RATE . 0,74_ GAL./DAY/S:F.
FT
LEACHING AREA 4�4 33 SQ. .
A11 X36)+ A47X2X10/ARE
/� f'�
LEACHING CAPACITY (AREA X RATE) 351.00 GAL./DAY
BUOYANCY CALCULATIONS: INUNDATION 19. EXISTING SHED, DRIVEWAY AND UTILITIES ARE TO BE RELOCATED 474.33 X 0J4
) AWAY FROM PROPOSED SOIL ABSORPTION SYSTEM. RESERVE LEACHING CAPACITY NONE_. GAL./DAY
s WEIGHT OF WATER DISPLACED (- ) WEIGHT OF WATER DISPLACED '
20. VARIANCES TO TITLE 5 AND YARMOUTH REGULATIONS:
2000. GALLON PUMP CHAMBER H 20 1000 GALLON PUMP CHA BER (H-20) . A. NO USE OFUSGS ADJUSTMENT (NEXT TO MARSH), NOTES.
11.Ox6.Ox(7.33)x64.0 30.962 LBS.. 9.Ox5.25x(6.0)x64.0 18,144 LBS. B: NO RESERVE AREA.. 1. ALL WORKMANSHIP AND. MATERIALS SHALL CONFORM TO D.E.P.
WEIGHT OF TANK PER MANUFACTURER WEIGHT OF TANK PER MANUFALTURER C. SOIL ABSORPTION SYSTEM LESS THAN,.10' FROM LOT LINES. '
28.080 195. 14.500 LBS. TITLE 5 AND THE TOWNS RULES AND:. REGULATIONS FOR ,
WEIGHT OF 6" CONCRETE WEIGHT OF WATER IN SUMP D. DISTRIBUTION BOX AND VENT. LESS THAN 10' FROM LOT LINE.
\7.8 10x5x0.50x135 3.375 LBS. 1 THE SUBSURFACE DISPOSAL OF SEWAGE.
8.17x4.42x0.83x625 1873 LBS. 2: ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
EXCESS. WEIGHT TO OFFSET FLOTATION . WEIGHT OF CONCRETE I WITHIN 6" OF FINISHED GRADE.,
30962-(28080+3375) -- 493 LBS. 8.17x4.42xO.5Ox135 2.437 LBS.
( ) 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
EXCESS WEIGHT TO OFFSET FLOTATION WITHSTANDING H-20 LOADING.
tNl. 18144-(14500+1873+2437 - 666 LBS. 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
8.0 VINYL BE MORTARED IN PLACE.
0 ,9>>. LINER { 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
!
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
T UM1T OF 5'
TERMINATION FROM APPROPRIATE AUTHORITY.
- L�tF E
6. OUBTILI ES SUCH
ARE APPROXIMATE ONLY, EXCAVATION CON1TRACTOR
nti F, : IS fO CALL "DIG-SArE" AT 1-888-344-7233 AT LEAST 72 HOURS
F _.
PR'OR .TO. COI.-0!-,4ENCING WORK ON SIVE.
PPRQXIMA 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
LE CHiNG SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF .THE DESIGN ENGINEER
Jv
CO
00�SO}t
j IMMEDIATELY.
0Q Off. 7.9 00. TT �V� /
8. PARCEL IS IN FLOOD ZONE A1�EL 10,0)
'� / 0 / / 9. LOT IS SHOWN ON ASSESSORS MAPr17 AS PARCEL
! ! 10. PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS.
+c� 7.5 / / ';! PUMP ; 1. ALARM- IS TO' BE BOTH AUDIO AND VISUAL
/ 10" SPIKES
CHAMBER
�! 2. A ZABEL A1800 FILTER IS TO BE INSTALLED.
79
.24" O.C. ALL .
i I '" 13. AN ELECTRIC PERMIT IS REQUIRED TOWIRE P PUMAND-ALARM.-
;•9 " // ) / 6.3 COURSES 14. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
ELEV: - 8_90 FOR A MINIMUM OF 5' AROUND SOIL A13SORP11ON SYSTEM AND BE
LEGEND:
.EXISTING SPOT ELEVATION x0.0
EXISTING CONTOUR --0O-_-__
FINAL SPOT ELEVATION 00.0
FINAL CONTOUR 00 ,p
SOIL TEST LOCATION
UTILITY POLE 71)
TOWN. WATER -WWF
CATCH BASIN (0'%
GAS LINE G
CESSPOOL �P
CLEANOUT -ems C.O.
w 7.47.2 JQ�O��
7 /
/
6.1
t'6J
v GO Q9�
» 7.0
1000 GALLON
SEPTIC. TANK
7. ��
LOC. 18..20 GULLS COVE RD.
WEST YAR OU I.L2, S.
235 GREAT WESTERN ROAD
508-- P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
7.1 /
O�G� / /
6.7
/ .
Eow J
scALE 1't = 20' i
Q5.0
JOB No. 6108-00
LOCATION MAP
REV.
SHEET i OF 1
\
/ / .
/
\\ 6.7
\
mph•
/
dOW--4
\\\/�(6)//�\
4.3
/
R+
`
0
- Q� /
4.7
mG
�OW-5
4.2
/
/EOW-6
n/
6" X 8" REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3).
LANDSCAPE 15. PUMP CHAMBER AND SEPTIC TANK ARE TO BE WATERPROOFED AT THE
TIMBERS MANUFACTURER AND HAVE ELASTOMERIC SEALS.
7.4f 16. ALL NEW COMPONENTS ARE TO HAVE WATERTIGHT COVERS.
ELEV. _ 17: EXISTING LEACHING FACILITIES ARE TO BE PUMPED AND REMOVED.
1.8. ALL DISTURBED AREAS ARE TO BE STABLIZED AND REVEGETATED.
a o d c o MALL SCHEMATIC APPROVED: BOARD OF HEALTH
MAR 2 5 2005
HEALTH DEPT. DATE. AGENT
Fil
iANYA `t ,
DAIGi.j rI i
Na.
I
C.• \ S8 �PROJ J 6108-00
6108-SAS.DWG 02004 SWEETSER ENGINEERING I I
ANo�
ACE'
Locvs
1
n
,q of
.S'yO�jP
F,Q 1&
SEA GULL
PROPOSED SEPTIC. DESIGN
FOR
CANDACE DINES
LOC. 18..20 GULLS COVE RD.
WEST YAR OU I.L2, S.
235 GREAT WESTERN ROAD
508-- P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
DATE DEC. 30, 2004
scALE 1't = 20' i
REV. FEB. 7, 2005
JOB No. 6108-00
LOCATION MAP
REV.
SHEET i OF 1
C.• \ S8 �PROJ J 6108-00
6108-SAS.DWG 02004 SWEETSER ENGINEERING I I