HomeMy WebLinkAbout05040015.9GENERAL NOTES
1. REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION ( INDOT) STANDARD
SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS.
THE SECTIONS BELOW FOR VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE
REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER SECTIONS OF THE INDOT
STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE.
2. CONTRACTORS SHALL CHECK WITH ENGINEER PRIOR TO START OF CONSTRUCTION TO
VERIFY DATE OF PLANS. MINOR CHANGES MAY BE MADE IF ALL REVIEWING AGENCY
APPROVALS ARE NOT GRANTED BEFORE BIDDING. CHANGES IN COST SHALL BE
NEGOTIATED PRIOR TO PHYSICAL CONSTRUCTION AND BASED ON UNIT PRICES
SUBMITTED ON THE CONTRACT.
3. CONTRACTORS SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE ALL MAINS,
CONDUITS, SERVICE LINES, ETC. IN THE AFFECTED CONSTRUCTION AREA. EXISTING
UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION.
THE LOCATION AND PROTECTION OF UTILITY STRUCTURES AND FACILITIES, THEIR
SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE
UTILITY), IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR IN THE PERFORMANCE
OF THE CONTRACT AND IN PREPARATION OF THE BID.
4. BACKFILL AROUND ALL STRUCTURES AND IN ALL TRENCHES BENEATH PAVED AREAS
SHALL BE COMPACTED GRANULAR MATERIAL IN ACCORDANCE WITH INDOT SECTION 211.
5. FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS, BORROW PITS OR
OTHER APPROVED SOURCES. EARTH SHALL BE FREE FROM ORGANIC MATTER AND
OTHER DELETERIOUS SUBSTANCES AND LARGE ROCKS. THE FILL MATERIAL SHALL BE
PLACED IN LAYERS NOT TO EXCEED SIX INCHES FOLLOWING COMPACTION, PROPER
MOISTURE CONTENT OF FILL MATERIAL WILL BE SUCH TO ACHIEVE SPECIFIED COMPACTION
DENSITY. ALL FILL BENEATH PAVED AREAS, FLOOR SLABS AND FUTURE BUILDINGS
SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM
D -1557.
FIELD COMPACTION TEST SHALL BE RUN ON EACH LIFT, IN FILL SECTIONS, AND THE
REQUIRED COMPACTION ON EACH LIFT SHALL BE ATTAINED PRIOR TO PLACING THE NEXT
LIFT. COMPACTION TESTS SHALL BE IN ACCORDANCE WITH INDOT SECTION 211.
CLEARING AND GRUBBING
1. CLEARING AND GRUBBING SHALL CONSIST OF CUTTING, REMOVING AND SATISFACTORY
DISPOSING OF ALL TREES, DOWNED TIMBER, BRUSH, PROJECTING ROOTS, STUMPS,
RUBBISH, BOULDERS, BROKEN CONCRETE, FENCING (AS DESIGNATED), AND OTHER
MATERIAL ON THE PROJECT SITE AND WITHIN THE BOUNDARY AS SHOWN ON THE
CONSTRUCTION DOCUMENTS AND /OR AS DESIGNATED BY "CONSTRUCTION LIMITS ".
2. ALL "UNSUITABLE MATERIAL" FROM CLEARING OPERATIONS SHALL BE REMOVED TO
DISPOSAL AREA(S) OFF OF THE PROJECT SITE; NO "BURY PITS" SHALL BE USED FOR
ONSITE DISPOSAL.
3. MATERIALS SHALL NOT BE DISPOSED OF BY BURNING UNLESS APPROVED BY THE LOCAL
FIRE MARSHAL.
TREE REMOVAL AND PROTECTION
1. TREES SHALL BE REMOVED FROM THE PROJECT ONLY WHERE THE AREA IS TO BE
OCCUPIED BY ROAD AND SURFACED AREAS.
2. TREES SHALL BE REMOVED FROM THE PROJECT SITE AS DIRECTED BY THE OWNER.
3. TREES SHALL BE REMOVED FROM THE PROJECT SITE WHERE THEY INTERFERE DIRECTLY
WITH THE PLACEMENT OF STORM OR SANITARY SEWERS, AND THAT SUCH EXCAVATION
IS OR WILL BE FATAL TO SUCH ADJACENT TREES.
4. THE CONTRACTOR SHALL ENDEAVOR TO SAVE AND PROTECT TREES OF VALUE AND
WORTH WHICH DO NOT IMPAIR CONSTRUCTION OF IMPROVEMENTS AS DESIGNATED. IN THE
EVENT CUT OR FILL EXCEEDS 0.5 FEET OVER THE ROOT AREA, THE DEVELOPER SHALL BE
CONSULTED WITH RESPECT TO PROTECTIVE MEASURES TO BE TAKEN, IF ANY, TO PRESERVE
SUCH TREES.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE METHOD FOR
PROTECTION OF TOPS, TRUNKS AND ROOTS OF EXISTING TREES ON THE PROJECT SITE
TO DAMAGE SHALL
THAT ARE TO REMAIN
EXISTING TREES SUBJECT CONSTRUCTION
OR
AND E L NOT BE STOCKPILED
BE BOXED, FENCED OR OTHER MATERIAL A EQUIPMENT Q EN SHALL L
STORED WITHIN THE SPREAD OF BRANCHES. BRANCHES WHI CH NEED TO BE REMO VED OR
ARE BROKEN SHALL BE NEATLY TRIMMED AND SCARS SHALL BE COVERED WITH TREE
PAINT.
STRIPPING OF TOPSOIL
1. THE CONTRACTOR SHALL VERIFY THAT ALL TOPSOIL HAS BEEN REMOVED IN THE AREAS
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TO BE OCCUPIED BY ROAD, WALKS AND DESIGNATED BUILDING AREAS. TOPSOIL SHALL BE
REMOVED TO A DEPTH OF SIX (6) INCHES OR DEEPER, IF NECESSARY, TO REMOVE
ORGANIC MATTER WHERE REQUIRED.
2. TOPSOIL SHALL BE KEPT SEPARATED FROM SUITABLE FILL MATERIALS AND SHALL NOT
BE USED AS FILL UNDER PAVEMENT, BUILDING AREAS AND /OR FUTURE STRUCTURAL
AREAS.
I INTERFERE WITH
WHERE T SNOT INTE
3. TOPSOIL SHALL BE STORED
AT A LOCATION DOE
CONSTRUCTION OPERATIONS. EXCESS TOPSOIL SHALL BE REMOVED FROM THE SITE.
4. TOPSOIL SHALL BE REASONABLY FREE FROM SUBSOIL DEBRIS AND STONES.
PAVEMENT CONSTRUCTION
1. THE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST
EDITION SHALL APPLY TO WORKMANSHIP AND MATERIALS IN CONSTRUCTION OF
SUBGRADE, PAVEMENT, CURBS AND WALKS.
a. PREPARE THE SUBGRADE IN ACCORDANCE WITH INDOT SECTION 207. NO
TRAFFIC WILL BE PERMITTED ON THE PREPARED SUBGRADE PRIOR TO PAVING.
b. BITUMINOUS PAVEMENT IN ACCORDANCE WITH INDOT SECTION 402.
c. FINISHING EARTH GRADED SHOULDERS, DITCHES AND SLOPES IN ACCORDANCE
WITH INDOT SECTION 208.
CONCRETE CURB AND WALKS
1. SEE DETAIL SHEET FOR TYPE AND DETAILS.
2. CONCRETE SHALL BE READY MIXED PORTLAND CEMENT AND WATER CONFORMING TO
A.S.T.M C -150. AGGREGATES SHALL CONFORM TO A.S.T.M. C -33. COMPRESSIVE
STRENGTH OF CONCRETE AT 28 DAYS SHALL BE 4000 P.S.I. WHERE REQUIRED,
REINFORCEMENT SHALL BE WELDED STEEL WIRE FABRIC CONFORMING TO A.S.T.M.
A -185.
3. ALL EXTERIOR CONCRETE SHALL CONTAIN 3% TO 6% AIR ENTRAINMENT.
4. APPLICATION
a. PLACE CONCRETE ONLY ON A MOIST, COMPACT SUBGRADE OR BASE FREE FROM
LOOSE MATERIAL. PLACE NO CONCRETE ON MUDDY OR FROZEN SUBGRADE IN
ACCORDANCE WITH INDOT SECTION 604 AND 605.
b. CONCRETE SHALL BE DEPOSITED SO AS TO REQUIRE AS LITTLE REHANDLING AS
PRACTICAL. WHEN CONCRETE IS TO BE PLACED AT AN ATMOSPHERIC
TEMPERATURE OF 35 DEGREES F OR LESS, PARAGRAPH 702.11 OF THE INDOT
SPECIFICATIONS SHALL APPLY.
c. EXCEPT AS OTHERWISE SPECIFIED, CURE ALL CONCRETE BY ONE OF THE
METHODS DESCRIBED IN INDOT SECTION 501.17,
5. TOP OF CASTING ELEVATIONS REFER TO THE CASTING'S RIM OR TOP OF CURB. THE
CURB CONTRACTOR SHALL INSURE THAT CURB INLET CASTINGS ARE SET AT PROPER
ELEVATION PRIOR TO CONSTRUCTION OF ADJACENT CURB.
STORM SEWER SPECIFICATIONS
1. STANDARD SPECIFICATIONS OF THE CITY OF CARMEL AND INDIANA DEPARTMENT OF
GRINDER LIFT STATION
TRANSPORTATION SHALL APPLY FOR ALL WORK AND MATERIALS. PIPE SHALL BE
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INSTALLED IN ACCORDANCE WITH INDOT SECTION 715.
GENERAL SPECIFICATION GUIDE
2. ALL REINFORCED CONCRETE STORM SEWER PIPE (RCP) SHALL CONFORM TO ASTM
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DESIGNATION C -76 CLASS III. ALL HELICALLY CORRUGATED STEEL PIPE (HCSP) SHALL
A. SCOPE OF WORK:
CONFORM AASHTO M36, 16 GAUGE IN ACCORDANCE WITH INDOT SECTION 908. ALL HIGH
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DENSITY POLEYETHELINE (HDPE) SHALL CONFORM TO AASHTO M294 AND SHALL BE TYPE
1. FURNISH ALL LABOR, EQUIPMENT AND MATERIALS TO CONSTRUCT ONE DUPLEX
S WITH MINIMUM CELL CLASS OF d324420C CONFORMING TO ASTM D 3350, FLEXIBILITY
PUMPING STATION CONSISTING OF PUMPS, MOTORS, WET BASIN VALVES, PIPING, HATCHES, GUIDE
FACTOR NOT TO EXCEED 0.095 AND ALL JOINTS SHALL BE ASTM D3212 & F477. ALL
RAILS, PUMP REMOVAL COMPONENTS, CONTROL CENTER, MERCURY FLOAT SWITCHES,
POLYVINYL CHLORIDE PIPE (PVC) SHALL CONFORM TO AASHTO M304 & MINIMUM CELL
INTERCONNECTING ELECTRICAL WIRING, INCOMING POWER SUPPLY AND ALL OTHER FEATURES
CLASS OF 12454C OR 12364C PER ASTM D1784 AND JOINTS SHALL CONFORM TO ASTM
REGULARLY AND NORMALLY REQUIRED AS A PART OF A COMPLETE AND FUNCTIONAL FACILITY. ALL
D3212 AND F447.
WORK TO BE IN ACCORDANCE WITH SITE REQUIREMENTS, DETAILS IN THE PLANS, THESE
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SPECIFICATIONS AND THE MANUFACTURER RECOMMENDATIONS.
3. BACKFILL AROUND ALL STRUCTURES AND CUTS UNDER PAVED AREAS WITH COMPACTED
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GRANULAR MATERIAL IN ACCORDANCE WITH INDOT SECTION 21.1 AND 715.
2. ALL OF THE MECHANICAL AND ELECTRICAL EQUIPMENT SHALL BE AN INTREGAL
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PACKAGE SUPPLIED BY THE PUMP MANUFACTURER WITH LOCAL REPRESENTATION SO AS TO
4. SEE STANDARD DETAIL SHEET FOR CONSTRUCTION DIMENSIONS OF STORM STRUCTURES.
PROVIDE UNDIVIDED RESPONSIBILITY. THE PACKAGE SHALL BE EQUAL IN CONSTRUCTION AND
MANHOLE, INLETS AND CATCH BASINS SHALL BE IN ACCORDANCE WITH INDOT SECTION
PERFORMANCE TO HYDROMATIC PUMP EQUIPMENT AS REPRESENTED BY BBC PUMP AND EQUIPMENT
720. PRECAST CONCRETE AND STEEL FOR MANHOLES AND INLETS SHALL BE IN
COMPANY AND OTHER SPECIFIC REQUIREMENTS SET FORTH HEREIN AND IN THE PLANS.
ACCORDANCE WITH ASTM C -478.
3. ANY EXCEPTIONS TO THIS SPECIFICATIONS OR ASSOCIATED PLANS MUST BE
5. STORM SEWER DISCHARGE AREAS AND INVERTS ARE TENTATIVE AND ARE SUBJECT TO
SUBMITTED IN WRITING AND CLEARLY STATED. THE EXCEPTIONS WOULD THEN BE CONSIDERED AND
FIELD MODIFICATIONS BY THE ENGINEER OR HIS REPRESENTATIVE.
MUST BE APPROVED BY THE PROJECT ENGINEER PRIOR TO BIDDING BY ADDENDUM.
6. THE CONTRACTOR SHALL PROVIDE AT LEAST 2' OF COVER OVER ALL STORM SEWERS,
B. OPERATING CONDITIONS:
UNLESS OTHERWISE INDICATED BY PLANS.
1. EACH PUMP SHALL HAVE A CAPACITY OF 46 GALLONS PER MINUTE AT A
7. RIP RAP SHALL BE A MINIMUM OF 1/3 CUBIC FOOT IN SIZE AND A MINIMUM 18" IN
TOTAL DYNAMIC HEAD OF 30 FEET WHEN OPERATING AT 3500 RPM. THE PUMP MOTOR SHALL BE
DEPTH. DIMENSIONS FOR RIP RAP IN THESE PLANS ARE FOR ESTIMATING PURPOSES
A MINIMUM 3 HORSEPOWER. PUMP SHALL BE MODEL HPGH300M AS MANUFACTURED BY
ONLY. ACTUAL BEST PLACEMENT OF RIP RAP SHALL BE DETERMINED BY FIELD
HYDROMATIC PUMP.
CONDITIONS AND SHALL BE IN ACCORDANCE WITH INDOT SECTION 616.
** *VOLTAGE AND PHASE MUST BE VERIFIED BY ELECTRICIAN
8. ALL DRAINAGE PIPE AND DITCH OUTFALLS TO RECEIVING STREAMS SHALL BE
C. PUMPING EQUIPMENT:
CONSTRUCTED IN ACCORDANCE WITH DRAWINGS, SUBJECT HOWEVER, TO ANY
MODIFICATION REQUIRED BY THE ENGINEER AT THE TIME INSTALLATION IS COMPLETED AND
1. THE GRINDER PUMP AND MOTOR ARE TO BE SPECIFICALLY DESIGNED AND
TO ANY ADJUSTMENTS NEEDED FOR FIELD CONDITIONS NOT ADEQUATELY ANTICIPATED BY
MANUFACTURED SO THEY CAN OPERATE COMPLETELY SUBMERGED IN THE LIQUID BEING PUMPED.
THE DESIGN DRAWING.
ELECTRICAL POWER CORD IS TO BE SEALED BY USE OF A CORD GRIP, WITH INDIVIDUAL
9. CASTINGS SHALL BE AS SHOWN ON DETAIL SHEET FOR MANUFACTURER, TYPE AND
CONDUCTORS AD THE CORD CAP ASSEMBLY WITH EPDXY SEALING
ADDITIONALLY SEALED INTO E
NUMBER. ALL CASTINGS SHALL BE NEENAH OR EAST JORDAN APPROVED EQUAL.
COMPOUND, THUS ELIMINATING THE LIQUID ENTERING THE MOTOR BY FOLLOWING INDIVIDUAL
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CONDUCTORS INSIDE THE INSULATION. THE CORD GRIP SHALL HAVE A MALE TAPER PIPE THREAD
WELDING PRACTICES. STUB OUTS SHALL BE
THREADED INTO A FEMALE TAPER PIPE THREAD IN A CORD CAP. THE CORD CAP SHALL BE
SEALED INTO THE MOTOR HOUSING WITH A BUNA -N 0 -RING, PROVIDING AN ELECTRICAL
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CONNECTION WHICH IS COMPLETELY WATER- TIGHT, YET MAY BE EASILY REMOVED FOR SERVICE
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SIMPLY BY TAKING OUT TWO CAP SCREWS.
SUPPLIED BY MANUFACTURER AND WELDED ON
2. THE COMBINATION CENTRIFUGAL PUMP IMPELLER AND GRINDER UNIT SHALL
PARKING LOT STRIPING
BE ATTACHED TO A COMMON MOTOR AND PUMP SHAFT MADE OF STAINLESS STEEL. THE GRINDER
W
UNIT SHALL BE ON THE SUCTION SIDE OF THE PUMP IMPELLER, DISCHARGING DIRECTLY INTO THE
1. PAINT MATERIAL SHALL COMPLY WITH FEDERAL SPECIFICATION TT- P -115A FOR
IMPELLER INLET LEAVING NO EXPOSED SHAFT TO PERMIT PACKING OF GROUND SOLIDS. THE
TRAFFIC PAINT WITHOUT GLASS SPHERES. (COLOR BY OWNER SELECTION).
GRINDER SHALL CONSIST OF TWO STAGES. THE CUTTING ACTION OF THE SECOND STAGE SHALL BE
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PERPENDICULAR TO THE PLANE OF THE FIRST CUT FOR BETTER CONTROL OF PARTICLE SIZE. BOTH
2. STRIPE PARKING LINES AS SHOWN ON DRAWINGS WITH STRIPING PAINT.
STATIONARY AND ROTATING CUTTERS SHALL BE MADE OF HARDENED AND GROUND STAINLESS
SUBCONTRACTOR TO PERFORM ALL FIELD LAYOUT WORK NECESSARY TO ACHIEVE
STEEL. THE UPPER (AXIAL) CUTTER AND STATIONARY CUTTER RING SHALL BE REVERSIBLE TO
STRAIGHT AND TRUE LINES. ASPHALT MUST BE CLEANED WITH POWER BROOM AND
PROVIDE NEW CUTTING EDGES FOR LONGER SERVICE LIFE WITHOUT EXCEPTION. PUMP AND MOTOR
HAND BROOM TO REMOVE ALL LOOSE MATERIAL BEFORE STRIPING. THE
HOUSINGS ARE TO BE HIGH QUALITY GRAY IRON CASTINGS. IMPELLER SHALL BE BRONZE. ALL
SUBCONTRACTOR TO PROVIDE BARRIERS TO PREVENT MARRING OF LINES BY VEHICLES
FASTENERS SHALL BE OF 18 -8 STAINLESS STEEL.
UNTIL PAINT HAS DRIED. STRIPING PAINT SHALL BE APPLIED AT THE MINIMUM RATE OF
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ONE GALLON PER 100 SQUARE FEET OF PAINT (BASED ON 39% SOLIDS) AT A WIDTH OF
3. THE PUMP -MOTOR SHAFT SHALL BE SEALED BY TWO MECHANICAL CARBON
FOUR INCHES.
AND CERAMIC FACED SEAL WITHIN AN OIL FILLED CHAMBER TO PROVIDE CLEAN, CONSTANT
LUBRICATION. THE SHAFT SHALL BE SUPPORTED BY AN UPPER BALL RADIAL AND LOWER SLEEVE
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BEARING BETWEEN THE SHAFT SEALS TO MINIMIZE OVERHANG, BOTH RUNNING IN OIL.
WHICH CAN BE FIELD CUT TO MATCH FINISHED)
3. THE MOTOR WINDING AND ROTOR ARE TO BE MOUNTED IN A SEALED
SUBMERSIBLE TYPE HOUSING WHICH IS FILLED WITH CLEAN HIGH DIELECTRIC OIL FOR BEARING
WASTE DISTRICT
LUBRICATION AND TO TRANSMIT HEAT FROM MOTOR WINDING TO OUTER HOUSING. MOTOR WINDING
CLAY TOWNSHIP REGIONAL
SHALL BE SECURELY HELD IN THE HOUSING WITH MACHINE SCREWS SO THAT IT MAY BE REMOVED
GRADE BY CONTRACTOR.
IN THE FIELD WITHOUT THE USE OF HEAT OR A PRESS. THE BALL BEARING IS TO BE SUPPORTED
BY AN 0 -RING SEALED, MOVABLE CAP SO THAT THE GRINDER AND IMPELLER CLEARANCE MAY BE
SUMMARY OF LATERAL INSTALLATION REQUIREMENTS
ADJUSTED EXTERNALLY FOR MOST EFFICIENT OPERATION.
1. ALL HOUSES, BUILDINGS, ETC., SHALL CONNECT TO THE DISTRICT'S SANITARY SEWER
5. THE SEAL CHAMBER SHALL ALSO BE EQUIPPED WITH A SEAL FAILURE SENSOR
SYSTEM WITHIN 90DAYS OF NOTICE PROVIDING A SEWER IS WITHIN 300 FEET FOR
PROBE WHICH WILL SENSE WATER INTRUSION THROUGH THE LOWER SEAL. THIS SENSOR IS TO BE
HAMILTON COUNTY OR 100 FEET FOR BOONE COUNTY OF THE PROPERTY LINE. ONLY
CONNECTED TO AN ALARM IN THE CONTROL PANEL TO INDICATE LOWER SEAL FAILURE.
ONE BUILDING MAY CONNECT TO THE SEWER MAIN PER LATERAL UNLESS OTHERWISE
APPROVED BY THE DISTRICT.
D. BASIN, VALVE PIT AND ACCESSORIES:
2. NO FOUNDATION OR OTHER STORM WATER DRAINS SHALL BE INTERCONNECTED TO THE
1. THE FACTORY FABRICATED FIBERGLASS BASIN SHALL HAVE AN INSIDE
SEWER LATERAL INSTALLED AND CONNECTED TO THE DISTRICT'S SANITARY SEWER.
DIAMETER OF 4 FEET AND 0 INCHES, AND A HEIGHT OF 9 FEET AND 0 INCHES. THE BASIN COVER
K'
SHALL BE 4 INCHES THICK. BASIN C01.�R SHALL BE SANDBLASTED INSIDE
� 8 NC ES O.D. 0 D. AND 1/4 INCH TH
3. THL EXISTING SEWER LINE FROM THE BUILDING TO THE SEPTIC TANK MAY ONLY BE USED
AND OUTSIDE TO REMOVE SCALE, SLAG, RUST, ETC. BEFORE PAINTING.
IF IT IS LOCATED UNDER A BUILDING ADDITION, PATIO, PORCH OR PAVED DRIVEWAY. AIR
AND FROM SWIRL CONCENTRATOR, WHICH SHALL BE
FOR RE -USE. THE ROPE 0 E
TEST PROPERTY OWNER T SHOW IF ACCEPTABLE
TE..T IS REQUIRED 0
2. THE DISCHARGE PIPING SHALL INCLUDE A HYDROMATIC BALL CHECK
SHALL BEAR THE COST OF ALL TESTING. THE DISTRICT INSPECTOR MUST BE ONSITE FOR
VALVE WITH HYDRAULICALLY SEALED DISCHARGE FLANGE WITHOUT EXCEPTION AND A GATE VALVE
THE DURATION OF THE AIR TEST.
FOR EACH PUMP. DISCHARGE FROM STATION SHALL BE FITTED WITH TWO NPT COUPLINGS. ALL
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PIPING EXTERNAL TO THE STATION SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.
4. THE OWNER OR CONTRACTOR SHALL NOTIFY THE DISTRICT PRIOR TO COVERING THE
RAIL SYSTEM COMPONENTS SHALL BE STAINLESS STEEL.
INSTALLED LATERAL SO THAT THE DISTRICT CAN MAKE AN INSPECTION TO DETERMINE
COMPLIANCE WITH THE DISTRICT'S SEWER USE ORDINANCE. SUCH NOTIFICATION SHALL
E. DISCONNECT SWITCH:
BE MADE 24 HOURS PRIOR TO THE NEED FOR THE INSPECTION. IF THE INSPECTION FAILS
STAINLESS STEEL TENSION BANDS AND SHEAR
AND A SECOND INSPECTION IS REQUIRED, OR CONTRACTOR IS NOT ON SITE FOR
1. A SINGLE MAIN DISCONNECT SWITCH OF ADEQUATE SIZE TO PROVIDE POWER
SCHEDULED INSPECTION, OR FAILS TO CANCEL INSPECTION, AN ADDITIONAL FEE OF
FOR THE "CONTROL CENTER" SHALL BE PROVIDED BY THE PUMP SUPPLIER.
$75.00 WILL BE DUE. THIS MUST BE PAID PRIOR TO THE TIME OF THE FOLLOW UP
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INSPECTION.
2. THE DISCONNECT SWITCH SHALL BE HOUSED IN A NEMA 4X ENCLOSURE.
5. PROPERTY OWNERS ARE HEREBY ADVISED THAT THE COUNTY BOARD OF HEALTH
F. CONTROL CENTER:
REGULATES THE OPERATION AND MAINTENANCE OF PRIVATE SEWAGE DISPOSAL (SEPTIC)
SYSTEMS. THE COUNTY ORDINANCE PROVIDES IN PART THAT, UPON CONNECTION TO A
1. THE CONTROL CENTER SHALL BE BUILT IN A NEMA 4X ENCLOSURE AND SHALL
PUBLIC SEWER, A SEPTIC TANK " ?SHALL BE ABANDONED AND FILLED WITH EARTHEN
BE SUITABLE FOR THE SPECIFIED HORSEPOWER AND VOLTAGE FOR THE PUMPING EQUIPMENT. THE
MATERIAL IN A SAFE AND SANITARY MANNER." PLEASE CONTACT THE APPROPRIATE
OUTER DOOR OF THE PANEL SHALL BE HINGED DEAD FRONT WITH PROVISIONS FOR LOCKING WITH A
COUNTY BOARD OF HEALTH FOR FURTHER INFORMATION.
PADLOCK.
6. ACCEPTABLE PIPE MATERIALS:
2. A CIRCUIT BREAKER AND MAGNETIC STARTER WITH 3 LEG OVERLOAD
PVC PIPE: SDR 35, ASTM D -3034, SIX INCH PIPE
PROTECTION (2 LEG OVERLOAD PROTECTION ON SINGLE PHASL APPLICATIONS) AND MANUAL RESET
PVC PIPE: SDR 21, ASTM D -241, SIX INCH PIPE
SHALL BE PROVIDED FOR EACH PUMP. A SEPARATE SWITCH AND FUSED PROTEC11ON SHALL BE
GASKETS JOINTS ASTM D 3212
SUPPLIED FOR POWER TO THE CONTROL CIRCUIT. THE CONTROL CENTER SHALL INCLUDE A CONTROL
GASKETS ASTM F -477
VOLTAGE TRANSFORMER TO REDUCE SUPPLY VOLTAGE TO A SUITABLE CONTROL VOLTAGE SUCH AS
FITTINGS - SDR -26
115 VOLT, 1 PHASE. AN ALTERNATING RELAY SHALL BE PROVIDED TO ALTERNATE PUMPS ON EACH
DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS.
SUCCESSIVE CYCLE OF OPERATION. A RUN LIGHT AND H -O -A SWITCH SHALL BE PROVIDED FOR
CLEAN OUTS TO BE LOCATED THREE FEET WITHIN THE
EACH PUMP. A TERMINAL STRIP SHALL BE PROVIDED TO MAKE FIELD CONNECTIONS OF PUMP
FOUNDATION AND NO MORE THAN 300 FEET APART.
POWER LEADS AND FLOAT SWITCHES.
7, BEDDING:
3. THE CONTROL CENTER SHALL INCLUDE SEAL FAILURE INDICATOR LIGHTS FOR EACH
USE FILL SAND OR NUMBER 8, 9 OR 11 STONE
PUMP TO INDICATE FAILURE OF LOWER MECHANICAL SEAL IN THE PUMP.
FILL MATERIAL IS TO BE PLACED FROM 6 INCHES BELOW TO 6 INCHES ABOVE
THE PIPE
4. THE CONTROL CENTER SHALL HAVE A HIGH WATER ALARM BUILT -IN THE MAIN
THE TRENCH SHOULD BE A MINIMUM OF 18 INCHES WIDE
ENCLOSURE. THE HIGH WATER ALARM SHALL CONSIST OF A FLASHING ALARM LIGHT WITH RED
LEXAN PLASTIC COVER OR RED GLASS GLOBE WITH METAL GUARD MOUNTED ON TOP OF THE
8. LATERALS SHALL BE INSTALLED NO CLOSER THAN 20 FEET FROM WATER WELLS UNLESS
ENCLOSURE SUCH THAT IS VISIBLE FROM ALL DIRECTIONS. AN ALARM HORN SHALL BE MOUNTED
PVC PRESSURE GRADE PIPE IS USED MEETING SDR 21 AND ASTM D -2241. ANY
ON THE SIDE OF THE ENCLOSURE. A PUSH TO TEST HORN AND LIGHT BUTTON AS WELL AS A
PROPOSED INSTALLATION REQUIRING PRESSURE PIPE SHALL BE REVIEWED AND ACCEPTED
PUSH TO SILENCE HORN BUTTON SHALL BE PROVIDED AND MOUNTED INSIDE THE ENCLOSURE.
BY THE DISTRICT AND THE DISTRICT'S ENGINEER PRIOR TO INSTALLATION.
5. ALL COMPONENTS OF THE CONTROL CENTER SHALL BE AMERICAN MADE AND
9. WHERE A TRANSITION IS MADE BETWEEN SDR 35 PIPE AND PRESSURE GRADE SDR 21
AVAILABLE FROM LOCAL SOURCES. IN PARTICULAR, ITEMS SUCH AS CIRCUIT BREAKERS, OVERLOAD
PIPE, A DUCTILE IRON GASKETED MECHANICAL COUPLING SHALL BE USED.
PROTECTION, RELAYS, ETC. SHALL BE AVAILABLE AND IN STOCK BY LOCAL RESOURCES.
10. LATERALS SHALL TERMINATE WITHIN 3 FEET OF THE BUILDING UNLESS THE CONDITIONS IN
6. IN ORDER TO MAINTAIN UNIT RESPONSIBILITY AND WARRANTY ON THE
ITEM #3 ABOVE ARE MET. NO GLUED PIPE SHALL BE INSTALLED OUTSIDE OF BUILDING
PUMPING EQUIPMENT AND CONTROL CENTER, THE CONTROL CENTER MUST BE ACCEPTED IN WRITING
FOUNDATION WALLS.
BY THE PUMP MANUFACTURER AND SUITABLE FOR OPERATION WITH THE PUMPING EQUIPMENT.
11. ADDITIONAL INFORMATION ON DISTRICT STANDARDS AND SPECIFICATIONS MAY BE
G. MERCURY FLOAT SWITCHES:
OBTAINED FROM THE DISTRICT'S OFFICE DURING BUSINESS HOURS OF 8:00 A.M. TO 5:00
P.M. MONDAY THROUGH FRIDAY: ALL DISTRICT STANDARDS CAN BE LOCATED ON OUR
1. SEALED FLOAT TYPE MERCURY SWITCHES SHALL BE SUPPLIED TO CONTROL
WEB SITE AT HTTP: / /WWW.CTRWD.ORG /.
SUMP LEVEL AND ALARM SIGNAL. THE MERCURY TUBE SWITCHES SHALL BE SEALED IN A SOLID
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
POLYURETHANE FLOAT FOR CORROSION AND SHOCK RESISTANCE. THE SUPPORT WIRE SHALL HAVE
10701 NORTH COLLEGE SUITE A.
A HEAVY NEOPRENE JACKET AND A WEIGHT SHALL BE ATTACHED TO THE CORD ABOVE THE FLOAT
INDIANAPOLIS, INDIANA 46280
TO HOLD THE FLOAT IN PLACE IN THE SUMP. THE FLOATS SHALL ALSO BE CAPABLE OF
PHONE: 844 -9200 FAX: 844 -9203
SUPPORTING THEMSELVES FROM A WIRING CHANNEL SUPPORT BAR OR CAPABLE OF BEING
ATTACHED TO A PLASTIC CHAIN WITH A WEIGHT AT THE BOTTOM OF THE CHAIN.
12. SEPTIC EFFLUENT SHALL NOT BE PUMPED OUT INTO THE SANITARY SEWER SYSTEM.
C8.0
H. OPERATION OF SYSTEM:
13. THE DISTRICT SHALL INSPECT ALL LATERALS. PLEASE CALL THE DISTRICT OFFICE AT
1. ON SUMP LEVEL RISE, THE LOWER MERCURY SWITCH SHALL FIRST BE
844 -9200 24 HOURS PRIOR TO TIME OF INSPECTION
ENERGIZED, THEN THE UPPER LEVEL SWITCH SHALL NEXT ENERGIZE AND START THE LEAD PUMP.
WITH THE LEAD PUMP OPERATING, SUMP LEVEL SHALL LOWER TO LOWEST SWITCH AND TURN OFF
14. CONTRACTORS SHALL LAY 14 GAUGE - STRANDED WIRE THE ENTIRE LENGTH OF THE
AL WIRE IS TO BE PLACED ON TOP THE LATERAL. THE DISTRICT INSPECTOR
THE PUMP. THE ALTERNATING RELAY IN THE 'CONTROL CENTER' SHALL INDEX ON STOPPING OF
ER
WILL VERIFY PLACEMENT OF THE WIRE. AFTER INSPECTION, BEDDING IS TO BE PLACED
L VERIFY
THE PUMP SO THAT THE LAG PUMP WILL START ON THE NEXT OPERATION. IF SUMP LEVEL
ON TOP.
CONTINUES TO RISE WHEN LEAD PUMP IS OPERATING, OVERRIDE SWITCH SHALL ENERGIZE AND
START THE LAG PUMP. BOTH LEAD AND LAG PUMPS SHALL OPERATE TOGETHER UNTIL LOW LEVEL
15. CALL BEFORE YOU DIG: IUPPS 1- 800 - 382 -5544, 48 HOURS PRIOR TO DIGGING.
SWITCH TURNS OFF BOTH PUMPS. IF THE LEVEL CONTINUES TO RISE WHEN BOTH PUMPS ARE
OPERATING, ALARM LEVEL SWITCH SHALL ENERGIZE AND SIGNAL THE ALARM. IF ONE PUMP
SHOULD FAIL FOR ANY REASON, THE SECOND PUMP SHALL OPERATE ON THE OVERRIDE SWITCH.
ALL LEVEL SWITCHES SHALL BE ADJUSTABLE FOR LEVEL SETTING FROM THE SURFACE.
1. MANUALS:
1. FOUR (4) MANUALS SHALL BE PRESENTED TO THE OWNER.
2. MANUALS SHALL INCLUDE, AT A MINIMUM:
A. OPERATION INSTRUCTIONS
B. MAINTENANCE INSTRUCTIONS
C. RECOMMENDED SPARE PARTS LIST
D. LUBRICATION SCHEDULES
STORMWATER POLLUTION PREVENTION PLAN
Al PLAN INDEX IS SHOWN BELOW.
A2 11 X 17 INCH PLAT WILL BE PROVIDED SEPARATELY.
A3 THIS PROJECT CONSISTS OF CONSTRUCTION OF A 14,400 SF VETERINARY HOSPITAL.
A4 THE PROJECT LOCATION MAP IS LOCATED ON THE COVER SHEET.
A5 PART OF THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 17 NORTH, RANGE 3
EAST, IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA. LATITUDE: 39' 55' 36 ",
LONGITUDE: -86' 14' 16 ".
A6 LOCATION OF LOT AND PROPOSED SITE IMPROVEMENTS: SEE SHEETS C2.0 -05.0.
A7 HYDROLOGIC UNIT CODE: 05120201090070
A8 N/A
A9 SPECIFIC POINTS WHERE STORMWATER DISCHARGE WILL LEAVE THE SITE: SEE SHEET
C3.0.
A10 THERE ARE NO WETLANDS, LAKES, AND WATER COURSES ON OR ADJACENT TO THIS
SITE.
All THE RECEIVING WATER FOR THIS SITE IS CROOKED CREEK.
Al2 IDENTIFICATION OF POTENTIAL DISCHARGES TO GROUNDWATER: N /A.
A13 THIS SITE DOES NOT LIE IN A FLOOD HAZARD ZONE AREA, ACCORDING TO FLOOD
INSURANCE RATE MAP #18057CO215F.
A14 10 YEAR PRE - CONSTRUCTION ESTIMATE OF PEAK DISCHARGE (1 HR. STORM) =
19.29 CFS
10 YEAR POST CONSTRUCTION ESTIMATE OF PEAK DISCHARGE (1 HR. STORM) =
23.21 CFS
A15 THE ADJACENT LANDUSE IS INDUSTRIAL.
A16 LOCATION AND APPROXIMATE BOUNDARIES OF ALL DISTURBED LAND: SEE SHEETS
C2.0 -C6.0.
A17 IDENTIFICATION OF EXISTING VEGETATIVE COVER: SEE SHEET C1.0.
A18 SOILS MAP INCLUDING DESCRIPTIONS AND LIMITATIONS IS SHOWN ON SHEET C8.0.
A19 LOCATIONS, SIZE AND DIMENSIONS OF PROPOSED STORMWATER SYSTEMS: SEE
SHEET C4.0.
A20 AN OFF -SITE SANITARY SEWER CONNECTIONS AND WATER CONNECTIONS IS PLANNED
FOR THIS SITE. SEE SHEET C4.0.
A21 LOCATIONS OF PROPOSED SOIL STOCKPILES, BORROW AND /OR DISPOSAL AREAS:
SEE SHEET C6.0.
A22 EXISTING SITE TOPOGRAPHY: SEE SHEET C1.0.
A23 PROPOSED FINAL TOPOGRAPHY: SEE SHEET C3.0.
Bl POTENTIAL POLLUTANT SOURCES INCLUDE EXPOSED SOILS, FUELING, LEAKING
VEHICLES AND EQUIPMENT, CONCRETE WASHOUT, PAINTS, SOLID WASTE AND TRASH. THE
MEASURES OR OPERATIONAL ACTIVITIES THAT WILL BE INITIATED TO MINIMIZE THE DANGER
OF POLLUTANTS ENTERING STORMWATER ARE SHOWN ON SHEET C6.0.
B2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION RELATIVE TO
LAND DISTURBING ACTIVITIES.
1. NOTIFY IDEM AND THE HAMILTON COUNTY SOIL AND WATER CONSERVATION WITHIN 48
HOURS OF STARTING CONSTRUCTION.
2. POST THE N01 AND CONTACT INFORMATION FOR THE PERSON ONSITE RESPONSIBLE
FOR STORM WATER POLLUTION PREVENTION.
3. DESIGNATE THE TRAINED INDIVIDUAL THAT WILL COMPLETE THE WEEKLY SITE
EVALUATIONS.
4. CALL THE INDIANA UNDERGROUND PLANT PROTECTION SYSTEMS, INC. ( "HOLEY
MOLEY ") AT 1- 800 - 382 -5544 TO CHECK THE LOCATION OF ANY EXISTING UTILITIES.
THEY SHOULD BE NOTIFIED TWO WORKING DAYS BEFORE CONSTRUCTION TAKES PLACE.
5. BEFORE CONSTRUCTION, EVALUATE, MARK AND PROTECT IMPORTANT TREES AND
ASSOCIATED ROOTING ZONES TO BE PRESERVED.
6. INSTALL CONSTRUCTION ENTRANCE.
7. INSTALL PERIMETER BMP'S.
8. ONCE EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, START MASS
GRADING. DO NOT LEAVE LARGE AREAS UNPROTECTED FOR MORE THAN 15 DAYS.
RULE 5 REQUIRES THAT ALL DISTURBED AREAS THAT WILL POTENTIALLY BE IDLE FOR
15 DAYS OR MORE BE STABILIZED (SEEDED, MULCHED, ETC.) IMMEDIATELY.
9. START BUILDING CONSTRUCTION.
FINAL GRADE AND SEED SWALES.
TEMPORARY SEED ALL DISTURBED AREAS.
10. AFTER COMPLETION OF MASS GRADING, INSTALL SANITARY AND STORM SEWERS AND
AQUA - SWIRL.
11. INSTALL INLET PROTECTION AS STORM INLETS ARE COMPLETED. INSTALL RIPRAP
AFTER END SECTIONS ARE INSTALLED.
12. COMPLETE PARKING LOT, ROADWAY AND CURBS.
13. COMPLETE BUILDING, LANDSCAPE AND FINAL SEEDING.
14. MAINTAIN ALL EROSION AND SEDIMENT CONTROL PRACTICES UNTIL ALL DISTURBED
AREAS ARE PERMANENTLY STABILIZED.
B3 STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONS: THE PROPOSED
LOCATION AS WELL AS MAINTENANCE REQUIREMENTS IS SHOWN ON SHEET C6.0. THE
DETAIL IS LOCATED ON SHEET C7.0.
B4 SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS: SILT FENCE WILL BE
INSTALLED AROUND THE PERIMETER OF THE SITE AND AROUND THE DETENTION POND.
LOCATION AND MAINTENANCE REQUIREMENTS IS SHOWN ON SHEET C6.0. DETAIL IS
SHOWN ON SHEET C7.0.
B5 SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS: SEE SHEET C6.0
FOR LOCATIONS OF RIP RAP AND EROSION CONTROL BLANKET. SEE SHEET C7.0 FOR
DETAILS.
B6 STORM SEWER INLET PROTECTION MEASURE LOCATIONS AND SPECIFICATIONS: SEE
SHEETS C6.0 AND C7.0.
B7 N/A
B8 STORM SEWER OUTLET PROTECTION SPECIFICATIONS: SEE SHEETS C6.0 AND C7.0.
B9 N/A
B10 LOCATION, DIMENSIONS, SPECIFICATIONS AND CONSTRUCTION DETAILS OF EACH
STORMWATER QUALITY MEASURE: SEE SHEETS C6.0 - CB.0.
811 TEMPORARY SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON:
SEE SHEET C6.0 FOR LOCATION OF TEMPORARY SEEDING. SEE SEASONAL SOIL
PROTECTION CHART SHEET C7.0.
B12 PERMANENT SURFACE STABILIZATION SPECIFICATIONS: SEE SHEET C6.0 FOR
LOCATION OF PERMANENT SEEDING. SEE SEASONAL SOIL PROTECTION CHART SHEET C7.0.
613 MATERIAL HANDLING AND SPILL PREVEN11ON PLAN: IN ORDER TO MINIMIZE THE
RELEASE OF POTENTIAL POLLUTANTS DURING CONSTRUCTION THE CONTRACTOR SHALL
IMPLEMENT THIS MATERIAL HANDLING AND SPILL PREVENTION PLAN. THE CONTRACTOR
SHALL REVIEW THIS PLAN WITH ALL SUBCONTRACTORS AND REQUIRE THAT THEY
IMPLEMENT THE PLAN AS WELL. POSSIBLE MATERIALS ON SITE INCLUDE FUELING,
EQUIPMENT REPAIR OR SERVICE, DEWATERING, DUST CONTROL, PAINTS AND SOLVENTS,
SOLID WASTE AND CONCRETE WASHOUT.
1. CONSTRUCTION EQUIPMENT
A. FUELING, LUBRICATION AND FLUIDS: ALL OPERATIONS INVOLVING THE ADD111ON OF
FLUIDS TO EQUIPMENT SHOULD BE DONE IN ONE LOCATION, SO THAT SPILLS ARE LIMITED
TO ONE LOCATION ON THE SITE, WHICH WILL FACILITATE THE CLEANUP OF SPILLS. IF AN
ONSITE FUELING TANK IS PLANNED TO BE ON SITE, IT SHALL BE DOUBLE WALLED AND
STORED IN THIS DESIGNATED AREA. THIS LOCATION IS AN AREA THAT WILL NOT ALLOW
SPILLED FLUIDS TO MIGRATE INTO SUBSURFACE SOILS. IN THE EVENT OF A SPILL, THE
FLUID SHALL IMMEDIATELY BE CLEANED UP BY REMOVING THE CONTAMINATED SOIL OR
STONE WHICH SHALL BE DISPOSED OF IN AN ACCEPTABLE MANNER. SPILLS ON HARD
SURFACES SHALL BE SOAKED UP BY AN ACCEPTABLE MATERIAL SUCH AS OIL DRY AND
THE ABSORBENT MATERIAL DISPOSED OF IN A PROPER MANNER. THE SPILL SHALL ALSO
BE REPORTED IMMEDIATELY TO THE CONTRACTOR'S SUPERINTENDENT.
B. EQUIPMENT REPAIR, ESPECIALLY WHEN FLUIDS MUST BE REMOVED FROM THE
EQUIPMENT OR THE POSSIBILITY OF FLUID SPILLS IS HIGH, SHOULD ALWAYS BE DONE
OFFSITE AT A FACILITY THAT IS MORE SUITABLE THAN A CONSTRUCTION SITE TO HANDLE
SPILLS. WHEN EQUIPMENT MUST BE REPAIRED ONSITE IT SHOULD BE MOVED TO THE
MAINTENANCE AND FUELING AREA IF POSSIBLE. OTHERWISE, SUITABLE ON SITE
CONTAINERS SHOULD BE PLACED UNDER THE EQUIPMENT DURING REPAIR TO CATCH ANY
SPILLED FLUIDS AND THESE FLUIDS SHOULD BE DISPOSED OF IN A PROPER MANNER.
C. ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, SHALL BE INSPECTED
FOR LEAKS EACH TIME THEY ARE USED. IF LEAKS ARE FOUND, THE FLUID SHALL BE
REMOVED FROM THE CONTAINER IN A PROPER MANNER AND THE CONTAINER DISPOSED OF
IN AN ACCEPTABLE MANNER. EMPTY DISPOSABLE CONTAINERS, SUCH AS GREASE TUBES
AND LUBRICATING OIL AND BRAKE FLUID CONTAINERS, AND THEIR PACKAGING, SHALL BE
DISPOSED OF IN A PROPER MANNER AND SHALL NOT BE LEFT ON THE GROUND OR IN
THE OPEN ON THE CONSTRUCTION SITE.
2. CONSTRUCTION MATERIALS AND THEIR PACKAGING
A. EROSION CONTROL MEASURES SHOWN ON THESE PLANS SHALL BE IMPLEMENTED PRIOR
TO AND DURING CONSTRUCTION IN THE PROPER SEQUENCING TO MINIMIZE SOIL EROSION.
EROSION CONTROLS SHALL BE INSPECTED AND MAINTAINED AS DESCRIBED ELSEWHERE IN
THESE PLANS. EXCESSIVE DUSTING OF SOIL ON THE SITE SHALL BE MINIMIZED BY
REDUCING CONSTRUCTION TRAFFIC ACROSS BARE SOIL DURING DRY AND /OR WINDY
WEATHER, AND BY APPLYING WATER OR OTHER ACCEPTABLE DUST CONTROL MEASURES
TO THE SOIL. UPON COMPLETION OF CONSTRUCTION AND SUITABLE ESTABLISHMENT OF
PERMANENT VEGETATION, TEMPORARY EROSION CONTROL MEASURES SUCH AS SILT FENCE,
CHECK DAMS AND INLET PROTECTION DEVICES SHALL BE REMOVED IN A MANNER TO
MINIMIZE ADDITIONAL LAND DISTURBANCE. ANY AREAS DISTURBED BY THESE OPERATIONS
SHALL BE PROPERLY REVEGETATED.
B. LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING, DRILLING, OR OTHER
OPERATIONS SHALL BE PROPERLY DISPOSED OF IN SUITABLE ONSITE WASTE CONTAINERS.
THE SITE SHALL BE CHECKED AT THE END OF THE DAY, AS A MINIMUM, AND ALL WASTE
MATERIALS, INCLUDING THOSE BLOWN ACROSS OR OFF THE SITE BY WIND, SHALL BE
PICKED UP AND DISPOSED OF IN SUITABLE CONTAINERS. WHERE POSSIBLE, OPERATIONS
SUCH AS SAWING THAT CREATE SMALL PARTICLES SHOULD BE PERFORMED IN ONE SPOT
IN AN AREA PROTECTED FROM WIND, AND WASTE PARTICLES COLLECTED AND DISPOSED
OF FREQUENTLY TO MINIMIZE WIND DISPERSAL. PACKAGING USED TO TRANSPORT
MATERIALS TO THE SITE FOR CONSTRUCTION OF THE FACILITY SHALL BE DISPOSED OF
PROPERLY, WHETHER THE MATERIAL IS TAKEN OUT OF ITS PACKAGE AND INCORPORATED
INTO THE PROJECT IMMEDIATELY OR STORED ONSITE FOR FUTURE USE. PACKAGED
MATERIALS STORED ONSITE SHALL BE INSPECTED REGULARLY AND ANY LOOSE PACKAGING
SHALL BE REPAIRED OR DISPOSED OF PROPERLY.
C. ALL DEWATERING OF ACTIVITIES SHALL BE DONE IN ACCORDANCE 10 GOOD EROSION
CONTROL PRACTICES. THESE PRACTICES SHOULD INCLUDE THE USE OF DIRT BAGS SUCH
AS DANDY DIRT BAGS. THE USE OF THESE TYPES OF DEWATERING DEVICES WILL REMOVE
LARGE QUANTITIES OF SILT, SEDIMENT AND DIRT AND PREVENT THESE MATERIALS TO
ENTER THE STORM SEWER SYSTEM.
D. NUTRIENTS AND FERTILIZERS SHALL ONLY BE USED TO ESTABLISH RAPID VEGETATION.
WHEN THESE PRODUCTS ARE UTILIZED, THE USER SHOULD PAY STRICT ATTEN11ON TO THE
PRODUCTS RECOMMENDED USAGE.
3. CONCRETE WASTE WATER
A. ALL CONCRETE WASTE WATER SHALL BE DISPOSED OF IN THE DESIGNATED AREA. THIS
AREA IS A 4' HIGH, 10' DIAMETER DOUGHNUT TYPE MULCH BERM, WHICH SHALL BE
CONSTRUCTED OVER A GEOTEXT1LE FABRIC. THIS AREA SHALL BE INSPECTED ON A DAILY
BASIS AS A MINIMUM. WHEN THIS AREA BECOMES FULL, THE POLLUTANTS SHALL BE
EXCAVATED, PLACED IN AN ACCEPTABLE CONTAINER AND DISPOSED OF IN A PROPER
MANNER.
4. PAINT PRODUCTS
A. ALL EXCESS PAINT AND THEIR RELATED PRODUCTS SHALL BE DISPOSED OF IN THE
MANNER AT WHICH THE MANUFACTURER SUGGESTS. UNDER NO CIRCUMSTANCES WILL
PAINT OR THEIR RELATED PRODUCTS BE CLEANED OR DISPOSED OF IN SOIL, SANITARY
SEWERS, STORM SEWERS, DETENTION BASINS OR BURNED. ANY VIOLATION OF THIS SHALL
BE REPORTED TO THE JOB SUPERINTENDENT.
PROCEDURES FOR SPILLS:
1. BARRICADE THE AREA ALLOWING NO VEHICLES TO ENTER OR LEAVE THE SPILL ZONE.
2. NOTIFY THE CARMEL FIRE DEPARTMENT.
3. NOTIFY THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, OFFICE OF
EMERGENCY RESPONSE BY CALLING (317) 233 -7745 OR (888) 233 -7745.
4. NOTIFY WASTE RECOVERY CONTRACTOR, MAINTENANCE PERSONNEL OR OTHER
PERSONNEL AS NECESSARY FOR CLEANUP.
5. COORDINATE AND MONITOR CLEANUP UNTIL COMPLETE.
6. COOPERATE WITH THE IDEM -OER ON PROCEDURES AND REPORTS INVOLVED WITH THE
EVENT.
614 MONITORING AND MAINTENANCE GUIDELINES FOR EACH PROPOSED POLLUTION
PREVENTION MEASURE: MAINTENANCE REQUIREMENTS ARE SHOWN ON SHEET C6.0. ALL
STORMWATER POLLUTION PREVENTION MEASURES SHOULD BE INSPECTED AT LEAST
WEEKLY AND AGAIN WITHIN 24 HOURS OF EVERY % INCH RAIN EVENT.
815 N/A
Cl DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED
LAND USE: POTENTIAL POLLUTANTS INCLUDE, BUT ARE NOT LIMITED TO: OIL, GREASE,
ANTIFREEZE, BRAKE FLUID, BREAK DUST, RUBBER FRAGMENTS, GASOLINE, DIESEL FUEL
AND OTHER HYDROCARBONS, AND METALS FROM VEHICULAR AND OTHER SOURCES, GRIT
(SEDIMENT) FROM WEARING OF THE ROAD SURFACE AND FALLING OR WASHING OFF OF
VEHICLES, TRASH (INCLUDING BACTERIA AND OTHER BIOLOGICAL AGENTS CONTAINED IN
THE TRASH) FROM LITTERING AND OTHER TYPES OF IMPROPER DISPOSAL OR STORAGE,
AND ELEVATED RECEIVING WATER TEMPERATURES FROM STORMWATER RUNOFF CONTACT
WITH IMPERVIOUS SURFACES.
C2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION: INSPECT
AND MAINTAIN ALL EROSION CONTROL MEASURES AS DETAILED IN THE STORMWATER
POLLUTION PREVENTION MEASURE MAINTENANCE REQUIREMENTS BEGINNING IMMEDIATELY
NG UNTIL VEGETATION HAS BEEN AFTER INSTALLATION AND CONTINUING SUFFICIENTLY
ESTABLISHED AND ALL CONSTRUCTION ACTIVITY IS COMPLETE. REMOVE ALL INDIVIDUAL
INLET PROTECTION AND SILT FENCES, ETC., ONLY AFTER SEEDING AND SUFFICIENT
VEGETATIVE GROWTH HAS BEEN ESTABLISHED IN EACH AREA TO A POINT WHERE
SEDIMENT /POLLUTANTS WILL NOT ENTER THE STORM SEWER SYSTEM.
C3 DESCRIPTION OF PROPOSED POS T CO NSTRUCT10N STORMWATER QUALITY MEASURES:
THE POST CONSTRUCTION MEASURES USED TO MINIMIZE SEDIMENTATION IN WATERWAYS
INCLUDE SWALES, DETENTION POND AND AN AQUA -SWIRL FOR TREATMENT OF THE
STORMWATER PRIOR TO ENTERING THE DETENTION POND.
C4 LOCATION, DIMENSIONS, SPECIFICATIONS AND CONSTRUCTION DETAILS OF EACH
STORMWATER QUALITY MEASURE: SEE SHEETS C6.0 - C8.0.
C5 DESCRIPTION OF MAINTENANCE GUIDELINES FOR PROPOSED POST CONSTRUCTION
WATER QUALITY MEASURES: MAINTENANCE OF ALL STORMWATER POLLUTION PREVENTION
MEASURES WILL BE THE RESPONSIBILITY OF THE PROPERTY OWNER. ANY GRASSED OR
VEGETATED AREAS THAT EXPERIENCE EROSION FROM RAINFALL EVENTS SHOULD BE
REPAIRED AND REVEGETATED AS SOON AS POSSIBLE. TRASH OR LITTER SHOULD BE
PICKED UP AND PROPERLY DISPOSED TO PREVENT IT FROM GETTING INTO THE STORM
DRAINAGE SYSTEM AND DOWNSTREAM WATERWAYS. EROSION OF THE DETENTION POND
BANKS SHOULD BE ADDRESSED AS SOON AS IT BECOMES VISIBLE BY FILLING THE ERODED
AREA WITH SUITABLE SOIL AND ESTABLISHING VEGETATION IMMEDIATELY, PREFERABLY BY
SODDING, OR SEEDING AND MONITORING UNTIL SUITABLE VEGETATION IS ESTABLISHED.
OWNER SHALL MAINTAIN THE AQUA -SWIRL PER MANUFACTURER'S MAINTENANCE
GUIDELINES. AQUASHIELD ?, INC. RECOMMENDS THAT FOR THE FIRST YEAR OF OPERATION,
QUARTERLY INSPECTION OF THE STORMWATER TREATMENT SYSTEMS BE PERFORMED IN
ORDER TO DEVELOP AN APPROPRIATE SCHEDULE OF MAINTENANCE.
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SECTION 5, MATERIALS, AND COMPACTED TO 90%
DATE: 4 -1 -05
RATED H20)
PROCTOR DENSITY. CLASS I MATERIALS ARE
PREFERRED. BACKFILL AND BEDDING MATERIALS
SCALE: NO SCALE
SHALL BE FREE OF DEBRIS. BACKFILLING SHALL
CONFORM TO ASTM F 1759, SECTION 4.2, "DESIGN
PROJECT NO.: 2005 -0014
ASSUMPTIONS ". BACKFILL SHALL EXTEND
AT LEAST 3.5 FEET OUTWARD FROM SWIRL
SHEET NO.
CONCENTRATOR AND FOR THE FULL HEIGHT OF THE
SWIRL CONCENTRATOR (INCLUDING RISER(S))
EXTENDING LATERALLY 10 UNDISTURBED SOILS.
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PLOTTED BY: R.C. BERGER