HomeMy WebLinkAboutC15 DETAILINITIAL DATE DPOR PM DES DRW
Engineering Associates, Inc.
CEI PROJECT NO.
NO. DATE
REVISIONS
10/10/14
10/17/14
DESCRIPTION
BZA SUBMITTAL
ADLS/ DP SUBMITTAL
2/26/15 SUBMITTAL REVISED PER COMMENTS
4/30/15 SUBMITTAL REVISED PER COMMENTS
6/4/15 PERMIT / BID SET
Z
73J
76H
76G
CLAY TOWNSHIP REGIONAL WASTE DISTRICT 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 I/I ORDINANCE 12.08.08 AND I/I 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 SHALL ONLY BE MADE UNDER DIRECT SUPERVISION OF A CTRWD INSPECTOR. SUCH NOTIFICATION SHALL BE MADE 24
HOURS PRIOR TO THE NEED FOR THE INSPECTION. IF THE INSPECTION FAILS AND A SECOND INSPECTION IS REQUIRED, OR CONTRACTOR IS NOT ON
SITE FOR SCHEDULED INSPECTION, OR FAILS 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 SAFE 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 DISTRICT’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 HTTP://WWW.CTRWD.ORG.
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
10701 NORTH COLLEGE SUITE A.
INDIANAPOLIS, INDIANA 46280
PHONE: 844-9200 FAX: 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 I/I POLICY.
16. CALL BEFORE YOU DIG! IUPPS- INDIANA 811, 48 HOURS PRIOR TO DIGGING.
6/2/15