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HOLE CASTING SCHEDULE
MANUFA TURER
1 SELF SEALING WATERTIGHT
NEENAH
R -1772
EAST JORDAN
I 1022Z1 GS 1_1022ZlPT
CASTING SHALL BE EITHER SELF - SEALING OR WATERTIGHT,
(SEE PLAN & PROFILE SHEETS FOR CASTING TYPE). LIDS
SHALL BE STAMPED "SANITARY SEWER" AND HAVE CLOSED
PICKHOLES. FRAME SHALL BE SET ON DOUBLE ROW OF 1/2
KENT SEAL, OR SINGLE ROW OF 1" KENT SEAL (SEE
MANHOLE CASTING SCHEDULE).
FLEXRIB INTERNAL CHIMNEY
SEAL OR APPROVED EQUAL /SLOPE AWAY\
F BACK PLASTER
FINISH GRADE
PRECAST CONCRETE ADJUSTING RING
N X¢ 24
DOUBLE ROW OF KENT SEAL
MANHOLE STEPS PER SPECS
4" MINIMUM FLAT SURFACE INTERIOR JOINTS AND LIFT HOLES
* SHALL BE SEALED WITH NON- SHRINK
BUTYL RUBBER WITH GROUT PER SPECS,
PLASTIC WRAP COVER
SET BARREL JOINTS WITH RUBBER TYPE GASKET
EQUAL TO ASTM C -443 AND ON DOUBLE ROW OF
Y2" KENT SEAL OR SINGLE ROW OF 1" KENT SEAL
MANHOLE REINF. PER ASTM SPECS
a
PIPE DIA. PER PLAN & PROFILE
BENCHWALL SHALL BE CLASS "B" CONC.
SPRAYED BENCHWALL HEIGHT SHALL BE 80% OF PIPE DIA.
BITUMINOUS
COATING OVER
ENTIRE EXTERIOR MANHOLE TO PIPE CONNECTION BOOTS,
SURFACE INCLUDING LATERALS, SHALL BE PRESS -SEAL,
} KOR -N -SEAL WITH STAINLESS STEEL WEDGE,
r A -LOK CAST IN PLACE OR APPROVED EQUAL
M
4' -0" 6" MIN. COMPACTED #8 STONE
............. LD.
SANITARY MANHOLE DETAIL
19300219
STATE OF 4i
> . a.
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
MANHOLE DETAIL
Sdiieklw
Date 12/06/06 File T: \6K\6366 \001 \DWGS\DET1
Date 12/06/06
File T: \6K\6366 \001 \DWGS\DKTAUS \IN- UrLS.DWG
NOTE: ALL SLAB AND CRAWL SPACE
CONNECTIONS MUST BE A MINIMUM
OF 3" BELOW THE FOOTER AND EXIT
THE BUILDING AT THE FRONT OF
THE STRUCTURE TO PROVIDE THE
SHORTEST, MOST DIRECT ROUTE " PVC CAP
FROM THE BUILDING TO THE 3' MAXIMUM 6
EXISTING LATERAL STUB. —
,LIH, r/-(6" FINAL GRADE
TEMPORARY GLUED CAP FOUNDATION
(FOOTER) C PIPE
3' MINIMUM R WIRE
3" MINIMUMI I X 6 ") TEE -WYE
FLOW
4" SEWER
\ n F 6° MINIMUM. SEE SANITARY RIGID 6" SEWER LATERAL
SEWER TRENCHING, BEDDING
AND BACKFILL DETAIL
A CRF "''(''Z*
� ; om
� No. �
19300219
STATE OF acv`
SO
CLEANOUT TYPE 1
(ONLY LANDSCAPED SURFACES WITHIN
THREE FEET OF BUILDING)
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
Schneider TYPE I CLEANOUT DETAIL
Date 12/06/06 File T: \6K\6366 \OOJ
CTRWD'
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CLAY TOWNSHIP REGIONAL WASTE DISTRICT . CTRWD SELF SEALING CASTING DETAIL y
Schneider 2 OF 2 R �
Date 12/06/06 File T: \6K\ 6366\001 \DWGS\DETAIIS\]N- DTIS.M
NOTE:
SEPARATION BETWEEN WYE FITRNG:
I A. OPPOSITE SIDE LATERALS
1 1' MINIMUM BELL TO BELL
TRACER WIRE J 2) BELL TO SPIGOT MAY BE ADJACENT
- - -- 1' (TYPICAL ALL
PROPERTY, RIGHT- OF-WAY - - -- LATERALS)
OR EASEMENT LINE �I FOR SEPARATION SEE NOTE
ONE PIECE TEE -WYE 1
RE(XNRED
I RIGHT -OF -WAY. PROPERTY
/ OR EASEMENT LIE
SDR 35 PPE TRACER WE
MAIN SEWER LINE
BEDDING TO BE RACED ON UIDISRIRBED
I l i EARTH. COMPACTION OF f8 STONE
I IS CRITICAL UNDER ALL JOINTS AND FITTINGS.
IF PROPER COMPACTION CANNOT BE ACHIEVED,
I THEN PLACE A MINIMUM OF 6' OF 35DO PSI,
NOTE: 28 DAY COMPRESSIVE STRENGTH CONCRETE
ALL nTTINGS SHALL BE SDR 26. PLAN VIEW AROUND THE PIPE TO BEAR ON STABLE
GROUND (PER ENGINEER). PAINTED GREEN 2' X 4' WITH
ROD OR T POST (DETECTABLE
BY METAL DETECTOR, 3' ABOVE
GRADE) DEPTH To LATERAL To
A MINIMUM OF 8. OF #8 STOW OVER BE SHOWN ON MAWR
THE CONCRETE CAPPED WYE SNNL BE (TYPICAL ALL LATERALS)
PLACED PRIOR TO BACITIIJUNG. 12f RWHT-OF -WAY
22.5' OR W FISHED GRADE OR EASEMENT LINE
r - - - - - - TRACER 'WIRE
\ (TYPICAL ALL LATERALS)
\ 225' OR 45• 5' MNNUM - If MAXIMUM
(TYPICAL I ALL LATERALS)
r= 41111 1 1
ANGLE MUST BE BETWEEN \ i �` - - - GAP FOR
15' AND 45'. \ ANGLE MUST BE BETWEEN FUTURE CONNECTION
15' AND 45. (TYPICAL ALL LATERALS)
MINIMUM 4" CONCRETE CAP REWIRED,
NOT TO EXCEED BYOND FIRST PPE 8• MINIMUM 1;!JOINT OF WYE. IF A WYE IS 20' DEEP, MAY NEED ro BE ATERAL FOR
110 CONCRETE CAP IS REQUIRED AT PICAL ALL LATERALS) LONG BIXLDNG LITERALS OR
THE ENGINEERS DISCRETION. MINIMUM FISHED GRADES SLOPING AWAY
CONCRETE STRENGTH OF 3500 PSI. 28 FROM SEWER.
DAY COMPRESSIVE STRENTH. NOT
RE=n FOR DUCTILE IRON TEE. SECTION
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NOTE: DEPTH OF SERVICE LATERAL SHALL BE MEASURED FROM
FINISHED GRADE TO THE TOP OF MAIN SEWER LYE
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PIPE REQUIREMENTS PER DEPTH ARE AS FOLLOWS
S -19' = SDR-35 20' -25' = SDR -26
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CLAY TOWNSHIP REGIONAL
WASTE DISTRICT
CTRWD -
SELF SEALING CASTING
DETAIL
Schneider
I OF 2
RE�,IONM.
Date 12/06/06
File T: \6K\6366 \001 \DWGS\DKTAUS \IN- UrLS.DWG
NOTE: ALL SLAB AND CRAWL SPACE
CONNECTIONS MUST BE A MINIMUM
OF 3" BELOW THE FOOTER AND EXIT
THE BUILDING AT THE FRONT OF
THE STRUCTURE TO PROVIDE THE
SHORTEST, MOST DIRECT ROUTE " PVC CAP
FROM THE BUILDING TO THE 3' MAXIMUM 6
EXISTING LATERAL STUB. —
,LIH, r/-(6" FINAL GRADE
TEMPORARY GLUED CAP FOUNDATION
(FOOTER) C PIPE
3' MINIMUM R WIRE
3" MINIMUMI I X 6 ") TEE -WYE
FLOW
4" SEWER
\ n F 6° MINIMUM. SEE SANITARY RIGID 6" SEWER LATERAL
SEWER TRENCHING, BEDDING
AND BACKFILL DETAIL
A CRF "''(''Z*
� ; om
� No. �
19300219
STATE OF acv`
SO
CLEANOUT TYPE 1
(ONLY LANDSCAPED SURFACES WITHIN
THREE FEET OF BUILDING)
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
Schneider TYPE I CLEANOUT DETAIL
Date 12/06/06 File T: \6K\6366 \OOJ
CTRWD'
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CLAY TOWNSHIP REGIONAL WASTE DISTRICT . CTRWD SELF SEALING CASTING DETAIL y
Schneider 2 OF 2 R �
Date 12/06/06 File T: \6K\ 6366\001 \DWGS\DETAIIS\]N- DTIS.M
NOTE:
SEPARATION BETWEEN WYE FITRNG:
I A. OPPOSITE SIDE LATERALS
1 1' MINIMUM BELL TO BELL
TRACER WIRE J 2) BELL TO SPIGOT MAY BE ADJACENT
- - -- 1' (TYPICAL ALL
PROPERTY, RIGHT- OF-WAY - - -- LATERALS)
OR EASEMENT LINE �I FOR SEPARATION SEE NOTE
ONE PIECE TEE -WYE 1
RE(XNRED
I RIGHT -OF -WAY. PROPERTY
/ OR EASEMENT LIE
SDR 35 PPE TRACER WE
MAIN SEWER LINE
BEDDING TO BE RACED ON UIDISRIRBED
I l i EARTH. COMPACTION OF f8 STONE
I IS CRITICAL UNDER ALL JOINTS AND FITTINGS.
IF PROPER COMPACTION CANNOT BE ACHIEVED,
I THEN PLACE A MINIMUM OF 6' OF 35DO PSI,
NOTE: 28 DAY COMPRESSIVE STRENGTH CONCRETE
ALL nTTINGS SHALL BE SDR 26. PLAN VIEW AROUND THE PIPE TO BEAR ON STABLE
GROUND (PER ENGINEER). PAINTED GREEN 2' X 4' WITH
ROD OR T POST (DETECTABLE
BY METAL DETECTOR, 3' ABOVE
GRADE) DEPTH To LATERAL To
A MINIMUM OF 8. OF #8 STOW OVER BE SHOWN ON MAWR
THE CONCRETE CAPPED WYE SNNL BE (TYPICAL ALL LATERALS)
PLACED PRIOR TO BACITIIJUNG. 12f RWHT-OF -WAY
22.5' OR W FISHED GRADE OR EASEMENT LINE
r - - - - - - TRACER 'WIRE
\ (TYPICAL ALL LATERALS)
\ 225' OR 45• 5' MNNUM - If MAXIMUM
(TYPICAL I ALL LATERALS)
r= 41111 1 1
ANGLE MUST BE BETWEEN \ i �` - - - GAP FOR
15' AND 45'. \ ANGLE MUST BE BETWEEN FUTURE CONNECTION
15' AND 45. (TYPICAL ALL LATERALS)
MINIMUM 4" CONCRETE CAP REWIRED,
NOT TO EXCEED BYOND FIRST PPE 8• MINIMUM 1;!JOINT OF WYE. IF A WYE IS 20' DEEP, MAY NEED ro BE ATERAL FOR
110 CONCRETE CAP IS REQUIRED AT PICAL ALL LATERALS) LONG BIXLDNG LITERALS OR
THE ENGINEERS DISCRETION. MINIMUM FISHED GRADES SLOPING AWAY
CONCRETE STRENGTH OF 3500 PSI. 28 FROM SEWER.
DAY COMPRESSIVE STRENTH. NOT
RE=n FOR DUCTILE IRON TEE. SECTION
nma NOTE:
A ^/ ��,,,,,,� /
O Stec-
A'tLL GAIUNSTLNDITGH�
W
MORE
THAN 20' DEEP LESS THAN 20' DEEP
RLN
N0. =
- 19300219 =
NOTE: DEPTH OF SERVICE LATERAL SHALL BE MEASURED FROM
FINISHED GRADE TO THE TOP OF MAIN SEWER LYE
`. STATE OF X41
Oil`
PIPE REQUIREMENTS PER DEPTH ARE AS FOLLOWS
S -19' = SDR-35 20' -25' = SDR -26
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S ND I AN
26' OR GREATER = SDR -23.5
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Schneider
Date 12/06/06
CLAY TOWNSHIP REGIONAL WASTE DISTRICT Q .CTRWD
SELF SEALING CASTING DETAIL
I OF 2
File T: \BK\6366 \001 \DWGS\DETAUS\1N- D71S.DW(
SUMMARY OF LATERAL INSTALLATION REQUIREMENTS
1. All houses, buildings, etc., shall connect to the District's sanitary sewer system within 90 days of notice providing a
sewer is within 300 feet for Hamilton County or 100 feet for Boone County of the property line as defined through
Indiana Code (IC 13- 26 -5 -2). Only one building may connect to the sewer main per lateral unless otherwise
approved by the District.
2. No foundation, Sump, Downspouts or other storm water drains shall be interconnected to District's sanitary sewer
as addressed through our 1/1 Ordinance 12.08.08 and 1/1 Policy found on Our website at www,ctrwd.org.
3. The existing sewer line from the building to the septic tank may only be used if it is located under a building
addition, patio, porch or paved driveway. Air test is required to show if acceptable for re -use. The property owner
shall bear the cost of all testing. The District inspector must be onsite for the duration of the air test.
4. The owner or contractor shall notify the District prior to covering the installed lateral so that the District can make an
inspection to determine compliance with the District's sewer use ordinance. Lateral stubs shall remain capped until
an inspector is on site. Final connection shalt only be made under direct supervision of a CTRWD inspector. Such
notification shall be made 24 hours prior to the need for the inspection. Cancellations must be made at least four (4)
hours prior to the scheduled inspection time. If the inspection fails and a second inspection is required, or
contractor is not on site for scheduled inspection, or tails to cancel inspection, an additional fee of $100.00 will be
due. This must be paid prior to the time of the follow up inspection.
5. Property owners are hereby advised that the County Board of Health regulates the operation and maintenance of
private sewage disposal (septic) systems_ The County Ordinance provides in part that, upon connection to a public
sewer, a septic tank "...shall be abandoned (pumped clean) and filled completely with earthen material or stone in a
sate and sanitary manner." Please contact the appropriate County Board of Health for further information and to
notify the department of the abandonment.
6. Acceptable Pipe Materials:
PVC PIPE: SDR 35 or SDR 26, ASTM D3034, SIX INCH PIPE
PVC PRESSURE RATED PIPE: SDR 21, ASTM D2241, SIX INCH PIPE
RESTRAINED JOINT PVC PIPE (DIRECTIONAL DRILL): Yelomine SDR 21,
ASTM D2241, SIX INCH PIPE (use only per approval of the District Engineer)
GASKETED JOINTS: ASTM D3212
GASKETS: ASTM F477
FITTINGS: SDR 26 or better (NO fernco's allowed)
DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS
PRIVATE GRINDER PUMPS ACCEPTABLE PIPE MATERIAL:
IF CONNECTING INTO A LOW PRESSURE FORCE MAIN-
CTRWD must be contacted for explanation of allowable pumps and pump requirements
1.25" HDPE DR11 IPS (TYP.) connections are to be made with
(Polypropylene or Stainless Steel), Compression Fittings or Electrofusion
ALL PUMP CONNECTIONS
-Pumps located more than 3' perpendicular to or run longitudinally along the building for more than
3' shall have a cleanout installed and the pipe shall be transitioned to 6" SDR 35 pipe for
connection into the pump station.
CLEAN OUTS ARE TO BE LOCATED NO MORE THAN THREE FEET FROM THE FOUNDATION AND
FOR GRAVITY LATERALS NO MORE THAN 100 FEET APART (please see Clean Out Details Type 2
and Type 3 for multiple cleanout installation requirements).
CLEAN OUT CAP REQUIREMENTS: 6" PVC Threaded Caps
7. BEDDING - Use Number 8 crushed stone or Number 8 fractured face aggregate Number 8 stone backfill material
is to be placed from 6 inches below to 12 inches above the pipe The trench should be a minimum of 18 inches wide
(six inches on both sides of the pipe)
8. Laterals shall be installed no closer than 20 feet from water wells unless PVC pressure grade pipe is used meeting
SDR 21 and ASTM D2241. Any proposed installation requiring pressure pipe shall be reviewed and accepted by
the District and the District's engineer prior to installation.
9. Where a transition is made between SDR 35 pipe and pressure grade SDR 21 pipe, a ductile iron gasketed
mechanical coupling shall be used.
10. Laterals shall terminate within 3 feet of the building unless the conditions in item #3 above are met. No glued pipe
shall be installed outside three feet of building foundation walls.
11. Additional information on District standards and specifications may be obtained from the D'istrict's office during
business hours of 8:00a.m. to 4:30 p.m. Monday through Friday: All District standards can be located on our web
site at htip: / /www.cirwd.org.
Clay Township Regional Waste District 10701 College Avenue - Suite A
'10701 North College Avenue Suite A
Indianapolis, Indiana 46280
Phone (317)-844-9200 Fax (317)-844-9203
12. Septic effluent shall not be pumped out into the sanitary sewer system.
13. The District shall inspect ALL laterals- Please call the District office at 844 -9200 24 hours prior to time of
inspection.
14. Contractors shall lay 14 gauge -solid wire the entire length of the lateral. Wire is to be placed on top of the lateral.
The District inspector will verify placement of the wire. After inspection, bedding is to be placed on top.
15. All exteriors structures and piping are subject to be tested and/or televised upon the Districts discretion. Examples
of structures that may be included are manholes, grit interceptors, pump pits, grease interceptors, etc. Testing
requirements are to verify that all structures are watertight and that they conform to the Districts 1/1 Policy.
16. Call before you dig. 1UPPS 1- 800 -382 -5544, 48 hours prior to digging.
Revised 09126/2012 by CF
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CLAY TOWNSHIP REGIONAL WASTE DISTRICT Q .CTRWD
SELF SEALING CASTING DETAIL
I OF 2
File T: \BK\6366 \001 \DWGS\DETAUS\1N- D71S.DW(
SUMMARY OF LATERAL INSTALLATION REQUIREMENTS
1. All houses, buildings, etc., shall connect to the District's sanitary sewer system within 90 days of notice providing a
sewer is within 300 feet for Hamilton County or 100 feet for Boone County of the property line as defined through
Indiana Code (IC 13- 26 -5 -2). Only one building may connect to the sewer main per lateral unless otherwise
approved by the District.
2. No foundation, Sump, Downspouts or other storm water drains shall be interconnected to District's sanitary sewer
as addressed through our 1/1 Ordinance 12.08.08 and 1/1 Policy found on Our website at www,ctrwd.org.
3. The existing sewer line from the building to the septic tank may only be used if it is located under a building
addition, patio, porch or paved driveway. Air test is required to show if acceptable for re -use. The property owner
shall bear the cost of all testing. The District inspector must be onsite for the duration of the air test.
4. The owner or contractor shall notify the District prior to covering the installed lateral so that the District can make an
inspection to determine compliance with the District's sewer use ordinance. Lateral stubs shall remain capped until
an inspector is on site. Final connection shalt only be made under direct supervision of a CTRWD inspector. Such
notification shall be made 24 hours prior to the need for the inspection. Cancellations must be made at least four (4)
hours prior to the scheduled inspection time. If the inspection fails and a second inspection is required, or
contractor is not on site for scheduled inspection, or tails to cancel inspection, an additional fee of $100.00 will be
due. This must be paid prior to the time of the follow up inspection.
5. Property owners are hereby advised that the County Board of Health regulates the operation and maintenance of
private sewage disposal (septic) systems_ The County Ordinance provides in part that, upon connection to a public
sewer, a septic tank "...shall be abandoned (pumped clean) and filled completely with earthen material or stone in a
sate and sanitary manner." Please contact the appropriate County Board of Health for further information and to
notify the department of the abandonment.
6. Acceptable Pipe Materials:
PVC PIPE: SDR 35 or SDR 26, ASTM D3034, SIX INCH PIPE
PVC PRESSURE RATED PIPE: SDR 21, ASTM D2241, SIX INCH PIPE
RESTRAINED JOINT PVC PIPE (DIRECTIONAL DRILL): Yelomine SDR 21,
ASTM D2241, SIX INCH PIPE (use only per approval of the District Engineer)
GASKETED JOINTS: ASTM D3212
GASKETS: ASTM F477
FITTINGS: SDR 26 or better (NO fernco's allowed)
DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS
PRIVATE GRINDER PUMPS ACCEPTABLE PIPE MATERIAL:
IF CONNECTING INTO A LOW PRESSURE FORCE MAIN-
CTRWD must be contacted for explanation of allowable pumps and pump requirements
1.25" HDPE DR11 IPS (TYP.) connections are to be made with
(Polypropylene or Stainless Steel), Compression Fittings or Electrofusion
ALL PUMP CONNECTIONS
-Pumps located more than 3' perpendicular to or run longitudinally along the building for more than
3' shall have a cleanout installed and the pipe shall be transitioned to 6" SDR 35 pipe for
connection into the pump station.
CLEAN OUTS ARE TO BE LOCATED NO MORE THAN THREE FEET FROM THE FOUNDATION AND
FOR GRAVITY LATERALS NO MORE THAN 100 FEET APART (please see Clean Out Details Type 2
and Type 3 for multiple cleanout installation requirements).
CLEAN OUT CAP REQUIREMENTS: 6" PVC Threaded Caps
7. BEDDING - Use Number 8 crushed stone or Number 8 fractured face aggregate Number 8 stone backfill material
is to be placed from 6 inches below to 12 inches above the pipe The trench should be a minimum of 18 inches wide
(six inches on both sides of the pipe)
8. Laterals shall be installed no closer than 20 feet from water wells unless PVC pressure grade pipe is used meeting
SDR 21 and ASTM D2241. Any proposed installation requiring pressure pipe shall be reviewed and accepted by
the District and the District's engineer prior to installation.
9. Where a transition is made between SDR 35 pipe and pressure grade SDR 21 pipe, a ductile iron gasketed
mechanical coupling shall be used.
10. Laterals shall terminate within 3 feet of the building unless the conditions in item #3 above are met. No glued pipe
shall be installed outside three feet of building foundation walls.
11. Additional information on District standards and specifications may be obtained from the D'istrict's office during
business hours of 8:00a.m. to 4:30 p.m. Monday through Friday: All District standards can be located on our web
site at htip: / /www.cirwd.org.
Clay Township Regional Waste District 10701 College Avenue - Suite A
'10701 North College Avenue Suite A
Indianapolis, Indiana 46280
Phone (317)-844-9200 Fax (317)-844-9203
12. Septic effluent shall not be pumped out into the sanitary sewer system.
13. The District shall inspect ALL laterals- Please call the District office at 844 -9200 24 hours prior to time of
inspection.
14. Contractors shall lay 14 gauge -solid wire the entire length of the lateral. Wire is to be placed on top of the lateral.
The District inspector will verify placement of the wire. After inspection, bedding is to be placed on top.
15. All exteriors structures and piping are subject to be tested and/or televised upon the Districts discretion. Examples
of structures that may be included are manholes, grit interceptors, pump pits, grease interceptors, etc. Testing
requirements are to verify that all structures are watertight and that they conform to the Districts 1/1 Policy.
16. Call before you dig. 1UPPS 1- 800 -382 -5544, 48 hours prior to digging.
Revised 09126/2012 by CF
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