HomeMy WebLinkAboutEngineered Plan - Rev. 2016INSPECTION PORT
FROM CELLAR OR CRAWL SPACE 4" SCHEDULE
1/8 PER PIPE CLEAN SAND 2„ � W'L TESD'
TOP. OF FOUNDATION 20 FT. MINIMUM
" LAYER OF PUMP S 6 TCI- ES DETAIL DATE OF SOIL TEST MAY 181999
100.00 10 FT. MINIMUM 10 . FT. MINIMUM FROM SLAB 1 /8" TO 1/2" SOIL TEST DONE BY D.B_MASON
ELEV. _ _- " WASHED STONE
2 PRESSURE PIPE ---
MT.NESSED BY �LAR�QTT�Qjj�2PF� ,
(ASSUMED) 150 PS! MINIMUM ELEV. = 1Qi.83 �9 OR FILTER FABRIC VENT
CONCRETE ES.50_ " p�
COVERS MANHOLE QUICK OSS'RVA i yg ION HOLE 1 ELEV.=_ 98.2
COVER UNION
TEE FLOW ;7 ��'
UNION LEVELERS l Y; �� PERCOLATION RATE _<2 MIN./INCH 1N Cl HORIZON
4" CAST IRON PIPE " AXMAX. + °' ALARM ON
2.59
(OR EQUAL) MINIMUM 11o 0 o G" �1
PITCH 1/4" PER FT. LEVEL 10» ° 7 PUMP ONRL
ABEL A1800 FILTE ELEV. = 6" SUMP ELEV. = 95.33 ° - - -- - - _ = ° ELEV. _ _ PUMP OFF z
FLOW LINE __98.5 t11 tv,
c
DEPTH
HORIZ
TEXTURE
COLOR
MOTT..
OTHER
A
LOAMY SAND
10YR5/3
NO
IDT. 35 J1120. S CS'
�' UT� '
LOC: aS .mst� 10 �� <". .5.
5-26'
B
LOAMY SAND
10YR6/8
203 SETUCKET ROAD
508- P. 0. BOX 713
385-6900 SOUTH DENNIS, MASS. 02660
26-81"
Cl
FINE SAND
2.5Y7/3
SCALE 1:" = 20'
_
81-108".
C2
MED:/COAR. SAND
2.5Y6/3
98.2
97.78
96.03
91.45
892
BOTTOM OF TEST HOLE ELEV. _ _.�2. _ _MP -3-- = ELEV. BOTTOM OF TEST HOLE Ds 'SIM GALCUa. ,TIO S
t� if
ELEV. AT INVERT INLET- 940- PUMP CHAMBER CALCULA11ONSNUMBER OF BEDROOMS �
ELEV. AT ALARM ON 94_0 : _ GARBAGE DISPOSAL UNIT
SEWAGE DISPOSAL SYSTEM PROFILE ELEV. AT PUMP ON _93.7g_ TOTAL ESTIMATED FLOW
NOT TO SCALE ELEV. AT PUMP OFF 93_33_ -
REQUIRED FLOW PER CYCLE 25 X = �1A GAL. AY X MI. _ _ GAL./DAY
4-0- -- (/CYCLE 110 GAL�' •� )
BOTTOM OF INSIDE PUMP CHAMBER _k2.50 VOLUME PER CYCLE 110 _ GAL/CYCLE /7.48 GAL /CU. FT. = 14_71_ CU. FT./CYCLE REQUIRED SEPTIC TANK CAPACITY _ GAL:
BOTTOM OF OUTSIDE PUMP CHAMBER 92.25_ VOLUME OF WATER IN PIPE 3.14 X 0.00694 X 14 FT. = 0_31_ CU. FT. ACTUAL SIZE OF SEPTIC TANK OCL GAL.
TOTAL MINIMUM VOLUME PER CYCLE __=,Q.2 CU. FT. - SOIL CLASSIFICATION
DISCHARGE 15.02 CU. FT. / 34.67 CU.FT./FT. _ __Q•' . FT. (1090 G.S.T.) DESIGN PERCOLATION RATE <_a MIN./IN.
STORAGE CAPACITY (4-4,0GAL /DAY /7.48 GAL./CU.FT./34.67 CU.FT./FT. _ _'1.70 FT, EFFLUENT LOADING RATE _DJ-4 GAL,/DAY/S.F.
-119_ REQUIRED _:2Q_ PROVIDED LEACHING AREA _615.0 SQ. FT.
(11x47)+(58X2X10/12)
BUOYANCY CALCULATIONS: LEACHING CAPACITY (AREA X RATE) _"J1 GAL./DAY
613.66 X 0.74
1000 GALLON PUMP CHAMBER, RESERVE LEACHING CAPACITY _45.4J1 GAL./DAY
WEIGHT OF WATER DISPLACED. NOTES:
8.5x4.83x(92.50-92.25)x62IB
5 642 S.
WEIGHT OF TANK PER MANUFACTURER 8240 LEIS. 1. ALL WORKMANSHIP AND MATERIALS .SHALL CONFORM TO D.E.P.
WEIGHT OF WATER IN SUMP , TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
SvL BX4.33Xi012X52.5 1804 LBS.
% THE SUBSURFACE DISPOSAL OF SEWAGE.
,TEST / WEIGHT OF CONCRETE
� 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
D� &X / WITHIN 6 OF FINISHED GRADE.
/ ; . 1 EXCESS WEIGHT TO OFFSET FLOTATION 3. ALL COMPONENTS OF, THE SANITARY SYSTEM SHALL BE CAPABLE OF
/ 8240+1804-642 9.402 LBS. 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 MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
g �{� BE MORTARED IN PLACE.
�` i �• . 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
_ _DEEDED OR ZONING_ REGULATIONS. OWNER / APPLICANT IS TO DETERMINATION FROM APPROPRIATE AU; 10R TY.
OBTAIN SUCH DETER (NATIO
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CCNTRAC I
IS TO CALL "DIG -SAFE" AT 1-868-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS: AS WELL AS
77
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
3
%" 8. PARCEL IS IN FLOOD ZONE _
\\ 0� 9. LOT IS SHOWN ON ASSESSORS MAP .r.2� � AS PARCEL
10. PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS.
'IS TO BE BOTH AUDIO AND VISUAL
w,y.3-'�
11. ALARM
12. A ZABEL A1800 FILTER IS TO BE INSTALLED.
13. AN ELECTRIC PERMIT IS REQUIRED TO WIRE PUMP AND ALARM.
14. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE
µ Lor 36
�o /
15, 407 S F. o�����o� so1L
_ N TEST 2Ak
/
REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3).
15. PUMP CHAN48ER IS TO 'BE WATERPROOFED AT THE MANUFACTURER.
16. EXISTING LEACHING FIELD IS TO BE PUMPED AND REMOVED ALONG
WITH ANY POLLUTED SOILS ENCOUNTERED.
APPROVE- D: BOARD OF HEA'LT1-1
DATE AGENT
PUMP
CHAMBER
�\ 98.1
OX. /
v '
0
y
SOIL `
�o TEST 1
VENT 98.1
LEGEND.
EXISTING SPOT ELEVATION 0010
EXISTING CONTOUR ----00--- - �., t t.0 vi
FINAL SPOT ELEVATION 00.0 l
FINAL CONTOUR CUD
G�
SOIL -TEST LOCATION � � ��� /S 7C , J
UTILITY POLE -O-
TOWN WATER W W ► a�-.._� r r =y
CATCH BASIN `f®,�
GAS LINE G
CLEAN OUT C.O.
CESSPOOL C.P. Q
ELEV. _ �9T.41
10
�MIN .
r v '1 S 8' �O , '� 1,ss.
ROUTEQfl28
Z,
a
v� Q
m ^
US
SILVERLEAF
�.+1m0 0.71 t C 5
- FOR
.ts lmm r.
IDT. 35 J1120. S CS'
�' UT� '
LOC: aS .mst� 10 �� <". .5.
D1STR1DUTIOI.
3/8" DRILL SO�
ELEV-
6 HIGH CAPACITY INFILTRATORS.-
203 SETUCKET ROAD
508- P. 0. BOX 713
385-6900 SOUTH DENNIS, MASS. 02660
101" 89.78 .
WATER ENCO UNTERED AT _-__ ELEV. _ __ -
DATEJAN. 18, : 2016
SCALE 1:" = 20'
REv, JUNE 6, 2016-
GAS
BAFFLE
HOLE
!!
y�r1TH STONE IN
_
5.� -
:::[SHEET
�
SOIL : TEST
'
ELEV. = 8,.93_
TO BE WATER
TESTED
11� X 47' X 10M TRENCH FORMATION
WELL TSW 89
WELL MIVI 29
ELEV. _ &3_6_
(TO BE PLACED ON
FIRM BASE)
A
SOIL ADSORPTION
`�'
ZONE A
12.5
ZONE L3
7.37
DATE OF SOIL TEST MARCH 31,_2016
SWEETSER ENGINEERING
3
CHECK
3/4" TO 1 1/2"
INDEX
INDEX / r
J /
SOIL TEST DONE BY .
LIQUID
DEETH
OUTLET
TEE,4
_ _ 3
.
VALVE
WASHED STONE
SYSTEM C
ADJt�5/1€a ��_
t
ADJUST- 157
WITNESSED BY _ YQN HANE
(EXISTING)
FEET
5 FEET
14 INCHES
2 INCHES
/�
1 500 GALLON
PUMP
MYERS SRM 4
0.4 HP (MAX.)
d
+
� VATION HOLE 2 ELEV =_ 98.75
O OBSERVATION
6 FEET
7 FEET
24 INCHES
29 INCHES
(OR EQUAL)
u_
SEPTIC ����CH /�
S
USGS PROBABLE WATER TABLE ELEV. =z.�i_
= ELEV.
USGS PROBABLE WATER TABLE
WATER ENCOUNTERED AT __95= ELEV.. _ : 90.83_
_
-
8 FEET -
34 INCHES
v
BER
A ®
OBSERVED
WATER TABLE (5/18/1999) ELEV, _
ELEV.
OBSERVED WATER TABLE (3/31/2016)
BOTTOM OF TEST HOLE ELEV. _ _.�2. _ _MP -3-- = ELEV. BOTTOM OF TEST HOLE Ds 'SIM GALCUa. ,TIO S
t� if
ELEV. AT INVERT INLET- 940- PUMP CHAMBER CALCULA11ONSNUMBER OF BEDROOMS �
ELEV. AT ALARM ON 94_0 : _ GARBAGE DISPOSAL UNIT
SEWAGE DISPOSAL SYSTEM PROFILE ELEV. AT PUMP ON _93.7g_ TOTAL ESTIMATED FLOW
NOT TO SCALE ELEV. AT PUMP OFF 93_33_ -
REQUIRED FLOW PER CYCLE 25 X = �1A GAL. AY X MI. _ _ GAL./DAY
4-0- -- (/CYCLE 110 GAL�' •� )
BOTTOM OF INSIDE PUMP CHAMBER _k2.50 VOLUME PER CYCLE 110 _ GAL/CYCLE /7.48 GAL /CU. FT. = 14_71_ CU. FT./CYCLE REQUIRED SEPTIC TANK CAPACITY _ GAL:
BOTTOM OF OUTSIDE PUMP CHAMBER 92.25_ VOLUME OF WATER IN PIPE 3.14 X 0.00694 X 14 FT. = 0_31_ CU. FT. ACTUAL SIZE OF SEPTIC TANK OCL GAL.
TOTAL MINIMUM VOLUME PER CYCLE __=,Q.2 CU. FT. - SOIL CLASSIFICATION
DISCHARGE 15.02 CU. FT. / 34.67 CU.FT./FT. _ __Q•' . FT. (1090 G.S.T.) DESIGN PERCOLATION RATE <_a MIN./IN.
STORAGE CAPACITY (4-4,0GAL /DAY /7.48 GAL./CU.FT./34.67 CU.FT./FT. _ _'1.70 FT, EFFLUENT LOADING RATE _DJ-4 GAL,/DAY/S.F.
-119_ REQUIRED _:2Q_ PROVIDED LEACHING AREA _615.0 SQ. FT.
(11x47)+(58X2X10/12)
BUOYANCY CALCULATIONS: LEACHING CAPACITY (AREA X RATE) _"J1 GAL./DAY
613.66 X 0.74
1000 GALLON PUMP CHAMBER, RESERVE LEACHING CAPACITY _45.4J1 GAL./DAY
WEIGHT OF WATER DISPLACED. NOTES:
8.5x4.83x(92.50-92.25)x62IB
5 642 S.
WEIGHT OF TANK PER MANUFACTURER 8240 LEIS. 1. ALL WORKMANSHIP AND MATERIALS .SHALL CONFORM TO D.E.P.
WEIGHT OF WATER IN SUMP , TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
SvL BX4.33Xi012X52.5 1804 LBS.
% THE SUBSURFACE DISPOSAL OF SEWAGE.
,TEST / WEIGHT OF CONCRETE
� 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
D� &X / WITHIN 6 OF FINISHED GRADE.
/ ; . 1 EXCESS WEIGHT TO OFFSET FLOTATION 3. ALL COMPONENTS OF, THE SANITARY SYSTEM SHALL BE CAPABLE OF
/ 8240+1804-642 9.402 LBS. 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 MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
g �{� BE MORTARED IN PLACE.
�` i �• . 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
_ _DEEDED OR ZONING_ REGULATIONS. OWNER / APPLICANT IS TO DETERMINATION FROM APPROPRIATE AU; 10R TY.
OBTAIN SUCH DETER (NATIO
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CCNTRAC I
IS TO CALL "DIG -SAFE" AT 1-868-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS: AS WELL AS
77
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
3
%" 8. PARCEL IS IN FLOOD ZONE _
\\ 0� 9. LOT IS SHOWN ON ASSESSORS MAP .r.2� � AS PARCEL
10. PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS.
'IS TO BE BOTH AUDIO AND VISUAL
w,y.3-'�
11. ALARM
12. A ZABEL A1800 FILTER IS TO BE INSTALLED.
13. AN ELECTRIC PERMIT IS REQUIRED TO WIRE PUMP AND ALARM.
14. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE
µ Lor 36
�o /
15, 407 S F. o�����o� so1L
_ N TEST 2Ak
/
REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3).
15. PUMP CHAN48ER IS TO 'BE WATERPROOFED AT THE MANUFACTURER.
16. EXISTING LEACHING FIELD IS TO BE PUMPED AND REMOVED ALONG
WITH ANY POLLUTED SOILS ENCOUNTERED.
APPROVE- D: BOARD OF HEA'LT1-1
DATE AGENT
PUMP
CHAMBER
�\ 98.1
OX. /
v '
0
y
SOIL `
�o TEST 1
VENT 98.1
LEGEND.
EXISTING SPOT ELEVATION 0010
EXISTING CONTOUR ----00--- - �., t t.0 vi
FINAL SPOT ELEVATION 00.0 l
FINAL CONTOUR CUD
G�
SOIL -TEST LOCATION � � ��� /S 7C , J
UTILITY POLE -O-
TOWN WATER W W ► a�-.._� r r =y
CATCH BASIN `f®,�
GAS LINE G
CLEAN OUT C.O.
CESSPOOL C.P. Q
- 1 ETSER ENGINEERING.
. C.• SB PRO✓ 7683 00 d:v 7663-SAS.OWG ®2016 SYS
r v '1 S 8' �O , '� 1,ss.
ROUTEQfl28
Z,
a
v� Q
m ^
US
SILVERLEAF
�.+1m0 0.71 t C 5
- FOR
.ts lmm r.
IDT. 35 J1120. S CS'
�' UT� '
LOC: aS .mst� 10 �� <". .5.
203 SETUCKET ROAD
508- P. 0. BOX 713
385-6900 SOUTH DENNIS, MASS. 02660
DATEJAN. 18, : 2016
SCALE 1:" = 20'
REv, JUNE 6, 2016-
SOB No. % : •
-LOCATION
' MAP
:::[SHEET
REV.' .
1 OF 1
- 1 ETSER ENGINEERING.
. C.• SB PRO✓ 7683 00 d:v 7663-SAS.OWG ®2016 SYS