HomeMy WebLinkAboutSD-438-11if
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PLAN VIEW
I
SECTION A -A VIEW
/,-12'DIA PIPE (OUTLET)
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M
3'J
4' MIN
SECTION A -A VIEW
/,-12'DIA PIPE (OUTLET)
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4' MIN
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COMPACT { A MIN, OF OF
SEE NOTE 3-'
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3'-0'
31-01
SECTION A -A VIEW
/,-12'DIA PIPE (OUTLET)
SECTION SIDE VIEW SECTION B -B VIEW
-
BAFFLEWALL DETAIL
ITEM NO. TK- I500CSEP
NOTES:
1. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS.
2. DESIGNED FOR H -20 LOADING. TYPICAL
ALSO AVAILABLE IN H -10 LOADING WITH 3" WALL.
3. TONGUE & GROOVE JOINT SEALED WITH BUTYL RESIN. SEDIMENT & OIL SEPARATOR
1500 GALLON TANK
OIL SEPARATOR /SEDIMENT TANK DETAIL
.. N.T.S.
COMPACTED, WELL GRADED GRANULAR BACKFILL (PER INFILTRATOR
..SYSTEMS' REQUIREMENTS) WHICH CONTAIN AN EVEN DISTRIBUTION OF
PARTICLE SIZES WITH NO MORE THAN 102 FINES (PARTICLES PASSING
4" OBSERVATION WELL THE #;200 SIEVE) RANGING FROM SILT THROUGH SAND TO GRAVEL
<MIN. OF 952 OF THE MODIFIED PROCTOR DENSITY)
4 OZ. FILTER FABRIC
L5----j
SECTION SIDE VIEW SECTION B -B VIEW
-
BAFFLEWALL DETAIL
ITEM NO. TK- I500CSEP
NOTES:
1. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS.
2. DESIGNED FOR H -20 LOADING. TYPICAL
ALSO AVAILABLE IN H -10 LOADING WITH 3" WALL.
3. TONGUE & GROOVE JOINT SEALED WITH BUTYL RESIN. SEDIMENT & OIL SEPARATOR
1500 GALLON TANK
OIL SEPARATOR /SEDIMENT TANK DETAIL
.. N.T.S.
COMPACTED, WELL GRADED GRANULAR BACKFILL (PER INFILTRATOR
..SYSTEMS' REQUIREMENTS) WHICH CONTAIN AN EVEN DISTRIBUTION OF
PARTICLE SIZES WITH NO MORE THAN 102 FINES (PARTICLES PASSING
4" OBSERVATION WELL THE #;200 SIEVE) RANGING FROM SILT THROUGH SAND TO GRAVEL
<MIN. OF 952 OF THE MODIFIED PROCTOR DENSITY)
4 OZ. FILTER FABRIC
—115'
' 24" MIN. L_ -
s "} (TYP.) 34" 6 "MIN E'S .wTB'° 1 112" TO 2" DIAN1 WASHED STONE
SURROUND ENTIRE UNIT WITH FILTER FABRIC-
NOTE:
ALL FILL TO BE IN CONFORMANCE' WITH 310 CMR 15.255(3).
CROSS SECTION
PROPOSED INFILTRATION AREA "1 Pa"
(17' X 115')
MT.S
COMPACTED, WELL GRADED GRANULAR. BACKFILL (PER INFILTRATOR
SYSTEMS' REQUIREMENTS) W141CH'CONTAIN AN EVEN DISTRIBUTION OF
PARTICLE SIZES WITH NO MORE THAN 102 FINES (PARTICLES PASSING
4" OBSERVATION WELL THE # 200 SIEVE) RANGING FROM SILT THROUGH SAND TO GRAVEL
(MIN, OF 95% OF THE MODIFIED PROCTOR DENSITY)
4 OZ. FILTER FABRIC 1 4 a
7 "TYP.
�mm
WASHED,. CRUSHED 2-
TONE
4" MIN
1 ELEV.-275.0
FE 27.7 COMPACT BASE TO A MIN,
HE MODIFIED PROCTORFDEN ITOYF % j\ \� � \.� c �,�i� �24" MIN.
34" 6 "MIN -270.7
ES.H.W.T.
NOTE: 1>U/ \1\LI<.!lVu LIV 111 \L (-// V1 f W1 /1-1 r 1L l Lf\ F H1?7\1L.
ALL FILL TO BE IN CONFORMANCE WITH 310 CMR 15.255(3).
CROSS SECTION
PROPOSED INFILTRATION AREA "1 Pe"
(20' X 115')
N.T.S
NOTE•
REFER TO SITE CONSTRUCTION PLAN FOR FINAL GRADING
OVER PROPOSED INFILTRATION SYSTEMS.
REVISIONS
NO. DATE DESCRIPTION
115'
BY I CHK'D
4' MIN
I
J 1 f
I
ib
i
WASHED, 1 STONE
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{: fit;
t @O qat 4fMtg'f4.90
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� J
f
COMPACT { A MIN, OF OF
—115'
' 24" MIN. L_ -
s "} (TYP.) 34" 6 "MIN E'S .wTB'° 1 112" TO 2" DIAN1 WASHED STONE
SURROUND ENTIRE UNIT WITH FILTER FABRIC-
NOTE:
ALL FILL TO BE IN CONFORMANCE' WITH 310 CMR 15.255(3).
CROSS SECTION
PROPOSED INFILTRATION AREA "1 Pa"
(17' X 115')
MT.S
COMPACTED, WELL GRADED GRANULAR. BACKFILL (PER INFILTRATOR
SYSTEMS' REQUIREMENTS) W141CH'CONTAIN AN EVEN DISTRIBUTION OF
PARTICLE SIZES WITH NO MORE THAN 102 FINES (PARTICLES PASSING
4" OBSERVATION WELL THE # 200 SIEVE) RANGING FROM SILT THROUGH SAND TO GRAVEL
(MIN, OF 95% OF THE MODIFIED PROCTOR DENSITY)
4 OZ. FILTER FABRIC 1 4 a
7 "TYP.
�mm
WASHED,. CRUSHED 2-
TONE
4" MIN
1 ELEV.-275.0
FE 27.7 COMPACT BASE TO A MIN,
HE MODIFIED PROCTORFDEN ITOYF % j\ \� � \.� c �,�i� �24" MIN.
34" 6 "MIN -270.7
ES.H.W.T.
NOTE: 1>U/ \1\LI<.!lVu LIV 111 \L (-// V1 f W1 /1-1 r 1L l Lf\ F H1?7\1L.
ALL FILL TO BE IN CONFORMANCE WITH 310 CMR 15.255(3).
CROSS SECTION
PROPOSED INFILTRATION AREA "1 Pe"
(20' X 115')
N.T.S
NOTE•
REFER TO SITE CONSTRUCTION PLAN FOR FINAL GRADING
OVER PROPOSED INFILTRATION SYSTEMS.
REVISIONS
NO. DATE DESCRIPTION
115'
BY I CHK'D