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© 2020 Microsoft Corporation © 2020 HERE
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PATRICK E. LINDEMANN
INGHAM COUNTY DRAIN COMMISSIONER
MARSHALL TILE DRAIN
SECTIONS 14, 15, 22, AND 23, AURELIUS TOWNSHIP,
INGHAM COUNTY, MICHIGAN
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MARSHALL TILE
DRAIN
DRAINAGE DISTRICT
BOUNDARY
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MARSHALL TILE DRAIN
DRAINAGE DISTRICT
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Seeding
Soil Binding Polymers
Mulch Blankets
Wattles
Reinforced Vegetated Spillway
Perimeter Sediment Control Measures
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Check Dam
Stone Filter Berm
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Storm Drain Inlet Protection
Silt Fence
Stabilized Construction Area
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Seeding
Soil Binding Polymers
Mulch Blankets
Wattles
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Check Dam
Stone Filter Berm
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Storm Drain Inlet Protection
Silt Fence
Stabilized Construction Area
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Mulch
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Seeding
Soil Binding Polymers
Mulch
Reinforced Vegetated Spillway
Perimeter Sediment Control Measures
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Check Dam
Stone Filter Berm
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Storm Drain Inlet Protection
Silt Fence
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FOR IN
FORMATION O
NLY
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Seeding
Soil Binding Polymers
Mulch
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Check Dam
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Storm Drain Inlet Protection
Silt Fence
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Mulch Blankets
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FOR IN
FORMATION O
NLY
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FOR B
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SOIL EROSION AND SEDIMENTATION CONTROL PLAN
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When bare soil is exposed, temporarily or permanently, to erosive forces fromwind and or water on flat areas, mild slopes, grassed waterways and spillways,diversion ditches and dikes, borrow and stockpile areas, and spoil piles.
Along drain banks, shorelines, or where concentrated flows occur. Slowsvelocity, reduces erosion and sediment load.
Riprap and toe of slope protection is used in areas where velocities are causingdrain bank erosion and are too high to stabilize using other methods
In the stream or drain bank usually above the ordinary high water mark where anenclosed drain or tile discharges to an open drain.
In a ditch or drain just upgradient from the discharge into a stream or open drainto prevent erosive velocities.
As a temporary measure to line a channel, cover stockpile areas or to provideimmediate cover on exposed slopes
When a temporary or permanent vegetative cover is necessary or desired toprevent soil erosion and filter sediment in residential, commercial or high trafficareas; or on steep slopes, auxiliary spillways, and grassed swales
Where access to the opposite side of a drain is temporarily required andcrossing the drain by fording will result in less damage than constructing acrossing.
On disturbed slopes and stream or drain banks when site grading or constructionactivities result in grades that may cause increased erosive velocities or off-sitesedimentation.
Where stream banks are eroding or undercutting. The placement of logs alongthe edge of the stream provides a place for sediment to settle out behind the logswhen water levels recede. The sediment remains in place behind the logs andallows a stream to "naturally" rebuild its banks
At culvert ends as a headwall when culvert backfill is eroding or a longer culvertis impractical.
Were piping is causing erosion and unstable drain banks.
Where stream banks are eroding or undercutting. The placement of trees or treetops along the edge of the stream provides a place for sediment to settle outbehind the trees when water levels recede. The sediment remains in placebehind the logs and allows a stream to "naturally" rebuild its banks.
When concentrated flow must be conveyed down a drain bank or slope ordischarge into another drain. Where slope failure or channel scour is observedor is likely to occur, or when runoff must be redirected around work in the drain.When slope failure at eroded outfalls are observed or are likely to occur fromconcentrated runoff on very shallow slopes (where flow velocities will be lowenough not to undermine the reinforced grass root structure).
Where the discharge velocity of concentrated flow exceeds the erosive velocity ofthe receiving area or channel.
On flat areas, mild slopes, grassed waterways and spillways, diversion ditchesand dikes, borrow and stockpile areas, and spoil piles when areas are subject toraindrop impact, and erosive forces from wind or water.
As a permanent measure in locations where a vertical bank is required and othererosion control measures have failed. As a weir. As a temporary cofferdamduring construction.
SLOPE ROUGHENING ANDSCARIFICATION
SOIL BINDING POLYMERS
RIPRAP
RIPRAP TOE OF SLOPE
OUTFALL STABILIZATION
SIDE DITCH OUTLET
TEMP CROSSING - FORD DRAIN
PLASTIC SHEETING ORGEOTEXTILE COVER
Erosion Control
TEMP CROSSING - NATIVE SOIL FORD
TEMP CROSSING - TIMBER FORD
TEMP OR PERMANENTCROSSING - ROCK FORD
TEMP CROSSING - TEMP CULVERT
Where surface runoff accumulates at the top of a slope and must be conveyed,either temporarily or permanently, from a higher to lower elevation within a shorthorizontal distance, down steep slopes, or when soils are highly erodible orexcessively wet. Also used when velocities must be reduced to prevent channelscour or drain bank erosion at the outlet.
Where access to the opposite side of a drain is temporarily required and thecrossing location will be dredged and stabilized the same day.
Where access to the opposite side of a drain is temporarily required and timbersare available for use as a temporary crossing.
Where access to the opposite side of a drain is temporarily or permanentlyrequired and installation will require minimum bank excavation.
Where access to the opposite side of a drain is temporarily required and thechannel is narrow and can accommodate a culvert with minimum backfill.
PIPE DROP SPILLWAY
ARMORED SPILLWAY
REINFORCED VEGETATEDSPILLWAY
TOE DRAIN
TEMPORARY BYPASSCHANNEL
ENERGY DISSIPATORS
CONCRETE BAG RIPRAPHEADWALL
SHEET PILING
SAND OR STONEFILLED BAGS
LOG REVETMENT
In and adjacent to a stream when flow conditions prevent completing workactivity without diverting flow around a work area
TREE REVETMENT
SLOPED PIPE SPILLWAY
Where surface runoff accumulates at the top of a slope and must be conveyed toa lower elevation without causing slope erosion, gully formation, slope failure, orchannel scour.
CHECK DAMIn constructed and existing flow corridors to reduce flow velocities.
Where surface water accumulates and needs an outlet or an open draindischarges to a stream or drain at erosive velocities. Within an enclosed drainsystem to provide an inlet and a sump.
CATCH BASIN
VEGETATED BUFFERSTRIPS
Along stream and drain corridors, sensitive areas, and shorelines when earthchanges will occur during a drain maintenance or improvement project or whenan eroding bank or drain easement area needs to be stabilized.
DIVERSION DIKERunoff needs to be diverted around sensitive areas, unstable or easily erodedsoils, bare soils, away from steep banks, or around earth change activities.
DIVERSION DITCHRunoff needs to be intercepted and or diverted around sensitive areas, unstableor easily eroded soils, bare soils, away from steep banks, or around earth changeactivities.
DIVERSION DITCH ANDDIKE
Within existing flow corridors to divert runoff, temporarily or permanently, aroundsensitive areas, unstable or easily eroded soils, steep banks, along narrow draineasements or around maintenance or improvement activities.
STONE FILTER BERMWhen runoff must be filtered prior to entering a lake, stream, drain or wetland.Never use in place of a check dam in a flowing stream.
SAND FENCEIn areas susceptible to wind erosion, particularly where the soil has not yet beenstabilized by other means. To re-build a slope.
DEWATERINGWhen construction or maintenance activities are limited by the presence of waterand a dry work area is required.
STRAW BALESAs a temporary diversion structure. Occasionally as an alternative to silt fencefor projects that will be completed within a very short time period (less than onemonth).
GRASSED WATERWAYSIn intermittent streams or drains and constructed ditches and drainage swaleswhere flow velocities and channel grades do not warrant armoring the channelwith riprap or cobble
TEMP CROSSING - TEMP BRIDGE
Where access to the opposite side of a drain is temporarily required and thebanks are stable and can support a bridge deck.
SODDING
MULCH
SEEDING
Floodway Shelf
Low Flow Channel
Beaver Dam Removal
Weir Installation
Drain Crossing
Drain Enclosure
Drain Relocation
Stormwater Basin Construction
Riffle Zones
Pools
Meanders
Cross-Vanes
J-Hook Vanes
Debris Removal
Sediment Removal
Stormwater Basin Maintenance
Vegetation Removal Without Grubbing
Vegetation Removal With Selective Grubbing
Slope and Streambank Stabilization
Drain Crossing Maintenance
Enclosed Drain Maintenance
Within or adjacent to a stream to isolate or divert flow during construction. Canalso be used to temporarily impound water for very short time periods.
Over all exposed soil surfaces or prepared seed beds that need protection fromprecipitation impact, sheet flow, rill flow or wind prior to erosive force impact.
At the toe of steep slopes and drain banks within or adjacent to the streamchannel when Flow velocities are resulting in major drain bank or slope failure orinstability and slope and drain bank reshaping with or without riprap is notpractical.
GABION BASKETS
DUST CONTROL
LIVE STAKING
WATTLES
As a temporary measure on exposed and unstabilized areas that must beprotected from wind or water erosion.
Where a slope or streambank requires stabilization and minimal disturbance ispreferred or the site has limited access.
Slopes and drain banks, wetland buffer and reservoir drawdown areas. In areasrequiring stabilization but with limited access for equipment or when little sitedisturbance is required.
CELLULAR CONFINEMENTSYSTEMS
On steep slopes and stream or drain banks and in high velocity vegetatedchannels.
STORM DRAIN INLETPROTECTION
Around the entrance to a newly constructed catch basin or an inlet that willcapture runoff from an earth change activity.
SILT FENCEAs a temporary measure used to capture sediment from sheet flow. May alsodivert small volumes of sheet flow to protected outlets.
SEDIMENT BASINWhen working in the drain, or drain easement. In streams or drains wheresediment sumps are inadequate.
SEDIMENT SUMP (TRAP)When working in the drain, or drain easement and the soil disturbance andanticipated sediment is limited.
POLYMER FLOCCULANTSWhere turbid water can be collected and suspended sediments removed prior todischarging runoff to a lake, stream, drain, or a wetland or runoff leaves the draineasement.Within a stream or drain parallel to flow when a slack water area is necessary toisolate earth change activities from a lake or channel.
At locations where construction equipment will enter and exit the drain easementand tracking of soil is anticipated.STABILIZED
CONSTRUCTION ACCESS
TURBIDITY CURTAIN
SedimentControl
T - DENOTES TEMPORARY SESC MEASURES
P - DENOTES PERMANENT SESC MEASURES
MULCH BLANKETSOn exposed slopes, newly seeded areas, new ditch bottoms, or areas subject toerosion.* The MDMB keying system was used for this erosion control measure.
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CONTINUED MAINTENANCE PROGRAMFOR PERMANENT SESC MEASURES
PERSON RESPONSIBLE:
GENERAL MAINTENANCE:
PERMANENT SESCCONTROL MEASURESEEDING
PATRICK E. LINDEMANNINGHAM COUNTY DRAIN COMMISSIONERINSPECT PERMANENT SESC MEASURES MONTHLY DURING THE FIRST GROWINGSEASON, AFTER COMPLETION OF CONSTRUCTION OR AS NEEDED AFTERSIGNIFICANT STORM EVENT
REPAIR BARE AREAS, APPLYING SUPPLEMENTAL SEED, MULCH AND WATER ASNEEDED. MOWING CAN BE USED PERIODICALLY TO DISCOURAGE WEEDS.
PERMANENT MEASURES SHALL BE MAINTAINED BY THE CONTRACTOR FOR 1YEAR AFTER THE COMPLETION OF CONSTRUCTION.
1. TEMPORARY SESC MEASURES TO BE MAINTAINED BY THE CONTRACTORUNLESS OTHERWISE INDICATED.
2. TEMPORARY MEASURES MUST BE MAINTAINED AND IN PLACE UNTILAREAS ARE PERMANENTLY STABILIZED.
3. THE CONTRACTOR IS RESPONSIBLE FOR DAILY MAINTENANCETHROUGHOUT THE COURSE OF CONSTRUCTION.
CONTRACTOR
GENERAL MAINTENANCE:
PERSON RESPONSIBLE:
MAINTENANCE PROGRAMFOR TEMPORARY SESC MEASURES
SILT FENCE 1. SILT FENCE IS TO BE TRENCHED IN NO LESS THAN 6 INCHES BELOW THEGROUND SURFACE.
2. INSPECT SILT FENCE DAILY AND IMMEDIATELY FOLLOWING EACHRAINFALL.
3. REPAIR SILT FENCE WHEN SAGGING OR WHEN SILT FENCE HAS BEENREMOVED/TORN DOWN.
4. WHEN SILT COLLECTS TO HALF THE HEIGHT OF THE SILT FENCE ALL SILT ISTO BE REMOVE AND SILT FENCE REPAIRED.
5. REMOVE SILT FENCE WHEN PERMANENT SESC MEASURES ARE IN PLACEAND VEGETATION IS ESTABLISHED.
SEEDING AND MULCHING 1. SEEDING PRACTICES INCLUDE TOPSOIL (AS DIRECTED BY ENGINEER),SEED, SOIL BINDING POLYMERS, AND TACKIFIED MULCH OR MULCHMATTING (AS DIRECTED BY ENGINEER OR SHOWN ON PLANS).
2. DORMANT FALL SEEDING. IN LATE FALL AFTER THE SOIL TEMPERATUREREMAINS CONSISTENTLY BELOW 50°F PRIOR TO THE GROUND FREEZING.NO SEED GERMINATION WILL TAKE PLACE UNTIL SPRING THEREFOREMULCH OR ANOTHER STABILIZATION TECHNIQUE MAY BE REQUIRED TOPREVENT EROSION AND OFF-SITE SEDIMENTATION. A COOL SEASONANNUAL GRASS MAY BE ADDED IN AN ATTEMPT TO HAVE SOME FALLGROWTH.
3. DORMANT WINTER SEEDING. APPLY SEED DAILY TO DISTURBED AREASAND DREDGED SPOIL PILES BEFORE THEY FREEZE. SEED WILL GERMINATEIN THE EARLY SPRING.
4. WHERE NECESSARY, APPROPRIATE MULCH MATTING MUST BE APPLIEDBASED ON SLOPE AND GROWING CONDITIONS AS APPROVED BY THEPROJECT ENGINEER.
5. ALL SLOPES AND HIGHLY EROSIVE AREAS WILL BE TEMPORARILY SEEDED,APPLY SOIL BINDING POLYMERS AND MULCH WHEN CONSTRUCTIONACTIVITY IS NOT TAKING PLACE.
6. SEED AND MULCH IS TO BE INSPECTED FOLLOWING EACH RAIN EVENT TODETERMINE IF CONCENTRATED FLOWS ARE PRESENT.
7. IN THE EVENT THAT SEED AND MULCH ARE REMOVED BY EROSIVE RUNOFF,REPAIRS ARE TO BE MADE IMMEDIATELY.
8. ALL AREAS DURING CONSTRUCTION WILL BE PERMANENTLY STABILIZEDWITHIN 24 HOURS OF FINAL GRADE.
COMPLIANCE WITH PART91 OF PA 451
1. RESPOND IMMEDIATELY TO STORMWATER OPERATOR AND/OR SOILEROSION AND SEDIMENTATION CONTROL INSPECTOR CONCERNS. MAKECORRECTIVE MEASURES AS REQUIRED IMMEDIATELY.
SOIL EROSION AND SEDIMENTATION CONTROL NOTES:
1. TO COMPLY WITH THE PROVISIONS OF PART 91 OF ACT 451 AS AMENDED, THOSE UNDERTAKING EARTH DISTURBING PROJECTS ARE REQUIRED TO MAINTAIN APPROVEDSOIL EROSION CONTROL MEASURES AND TO PERMANENTLY STABILIZE THE DISTURBED SOIL WITHIN FIVE (5) CALENDAR DAYS OF ACHIEVING FINAL GRADE OR FINALACTIVITY IN AN AREA (R323.1709)(5)).
2. CONTRACTOR TO INSTALL AND MAINTAIN SOIL EROSION AND SEDIMENTATION CONTROL MEASURES IN ACCORDANCE WITH THE APPROVED PLAN PRIOR TOCOMMENCEMENT OF EARTH CHANGE ACTIVITY. ALL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE PROJECT PLANS ANDSPECIFICATIONS, EXCEPT THOSE DESIGNATED AS "BY OTHERS" IN THE PLANS AND SPECIFICATIONS.
3. SOIL EROSION CONTROL MEASURES MUST BE INSPECTED BY A STATE CERTIFIED INSPECTOR AFFILIATED WITH THE INGHAM COUNTY DRAIN COMMISSIONER'S OFFICEPRIOR TO COMMENCEMENT OF EARTH CHANGE ACTIVITY.
4. THE NOTICE OF COVERAGE (IF REQUIRED), SOIL EROSION AND SEDIMENTATION CONTROL PLAN, AND STORMWATER OPERATOR LOGS ARE TO BE LOCATED ON SITE ATALL TIMES.
5. DAILY INSPECTIONS SHALL BE MADE BY THE CONTRACTOR TO ENSURE ALL EROSION CONTROL MEASURES ARE FUNCTIONING PROPERLY AND INTACT. NECESSARYREPAIRS SHALL BE PERFORMED WITHIN 24 HOURS.
6. ADDITIONAL SOIL EROSION CONTROL MEASURES SHALL BE PROVIDED THROUGHOUT CONSTRUCTION ACTIVITY AS NEEDED AND DETERMINED BY THE ICDC/ENGINEER.THE SOIL EROSION AND SEDIMENTATION CONTROL PLAN IS TO BE AMENDED TO INCLUDE ADDITIONAL EROSION CONTROL MEASURES IMPLEMENTED ON-SITE.
7. WORK AREAS SHALL BE STABILIZED ("STABILIZED" MEANS THE ESTABLISHMENT OF VEGETATION OR THE PROPER PLACEMENT, GRADING, OR COVERING OF SOIL TOENSURE ITS RESISTANCE TO SOIL EROSION, SLIDING OR OTHER EARTH MOVEMENT) WITH POLYMER AND MULCH WHERE SHOWN ON PLANS DAILY. IF TEMPERATURE ISBELOW 40 DEGREES FAHRENHEIT, SOIL BINDING POLYMER SHALL BE PLACED WITHIN 2 HOURS OF EARTH DISTURBANCE. VEGETATIVE STABILIZATION WILL BE ONGOINGTHROUGHOUT THE PROJECT.
8. EARTH DISTURBANCE SHALL BE LIMITED TO THE DRAIN RIGHT-OF-WAY OR EASEMENT, AND LIMITED TO ONLY THAT WHICH IS NECESSARY FOR CONSTRUCTION AS SHOWNON THE PLAN AND PROFILE DRAWING UNLESS THE CONTRACTOR HAS OBTAINED WRITTEN LANDOWNER PERMISSION AND EMPLOYED APPROPRIATE SESC MEASURES ASAPPROVED BY ICDC/ENGINEER FOR THE ADDITIONAL EARTH DISTURBANCE AREA.
9. CONTRACTOR MUST MINIMIZE ANY DISTURBANCE NEAR ANY WETLAND AREAS AND INSTALL WATTLES ALONG THE CONSTRUCTION LIMITS ADJACENT TO OR WITHINWETLAND AREAS PRIOR TO START OF EARTH CHANGE ACTIVITY AS SHOWN ON THE PLANS.
10. DESIGN, CONSTRUCT AND COMPLETE THE EARTH CHANGE IN A MANNER THAT LIMITS THE EXPOSED AREA OF DISTURBED LAND FOR THE SHORTEST PERIOD OF TIME.
11. SEDIMENT FROM WORK ON THIS SITE SHALL BE CONTAINED WITHIN THE LIMITS NOTED ON THE PLANS UNLESS OTHER, ICDC/ENGINEER APPROVED, AREAS AREDESIGNATED.
12. IF NECESSARY, DEWATERING MEASURES WILL USE BEST MANAGEMENT PRACTICES TO REDUCE THE DISCHARGE OF SEDIMENT INTO THE SYSTEM. DEWATER PUMPINGSHALL NOT BE DISCHARGED TO DOWNSTREAM STORM SEWERS OR DRAINS WITHOUT PRE-TREATMENT. CONTRACTOR SHALL USE POLYMERS TO ENHANCE SEDIMENTSETTLING AND DIRECT PUMP DISCHARGE TO FILTER BAG ON JUTE MAT OR OTHER METHOD APPROVED BY ICDC/ENGINEER. NO DEWATERING INTO WETLANDS OR OTHERSENSITIVE AREAS.
13. ALL MUD, DIRT AND DEBRIS TRACKED ONTO EXISTING ROADWAYS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR NO LESS THAN BY THE END OF WORKING DAY,BY SCRAPING AND SWEEPING.
14. DUST CONTROL SHALL BE EXERCISED AT ALL TIMES DURING THE PROJECT. USE OF WATER OR WATER/ CHLORIDE MIX WILL BE AS DETERMINED BY ICDC/ENGINEER FORPROPER SESC.
15. CONTRACTOR SHALL REMOVE TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROL MEASURES AFTER PERMANENT SOIL EROSION MEASURES ARE IN PLACE ANDTHE AREA IS STABILIZED AS DETERMINED BY THE ICDC/ENGINEER.
16. ICDC/ENGINEER HAS THE RIGHT TO STOP WORK AS DEEMED NECESSARY TO PREVENT EROSION DUE TO RAIN, WIND OR SNOW MELT EVENTS.
17. IF THE CONTRACTOR PROPOSES TO USE A STABILIZED CONSTRUCTION ACCESS OUTSIDE THE DRAIN EASEMENT, THE CONTRACTOR SHALL FIRST OBTAIN A SIGNEDLANDOWNER AGREEMENT FROM THE LANDOWNER AND SHALL PROVIDE A COPY TO THE ICDC.
1. FREQUENT, EVEN DAILY APPLICATION OF WATER OR CHLORIDE MAY BEREQUIRED TO INCREASE EFFECTIVENESS.
2. DO NOT OVER WATER, AS OVER WATERING MAY CAUSE EROSION.
DUST CONTROL
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APA INSPECTION
ROUTINE INSPECTIONS ARE REQUIRED UNTIL THE SITE IS STABILIZED WITH PERMANENT SESC MEASURES.REQUIRED INSPECTIONS WILL BE CONDUCTED BY THE DRAIN COMMISSIONER'S PERSONNEL, OR THEIRCONTRACTED INSPECTOR, AT AN ADEQUATE FREQUENCY TO ASSURE MINIMIZATION OF SOIL EROSION ANDOFFSITE SEDIMENTATION AND WILL BE COORDINATED WITH THE CONTRACTOR'S WORK SCHEDULE TO ASSURETIMELINESS AND TO OBTAIN MAXIMUM INSPECTION BENEFITS. ALL INSPECTIONS WILL BE CONDUCTED ANDDOCUMENTED BY A PERSON WITH A VALID SESC CERTIFICATE OF TRAINING FROM THE MDEQ.
APA INSPECTION AND WRITTEN DOCUMENTATION
IF NO DEFICIENCIES ARE FOUND, A REPORT IS STILL REQUIRED TO BE COMPLETED AND PLACED ON FILE. IFDEFICIENCIES ARE FOUND, THE INSPECTOR WILL INITIATE THE FOLLOWING ACTIONS TO CORRECT THEDEFICIENCIES.
1. NOTE THE DEFICIENCIES, INCLUDING MAINTENANCE REQUIREMENTS AND CORRECTIVE ACTIONS, ON THEINSPECTION FORM BEING SPECIFIC ABOUT THE TYPE AND LOCATION OF THE DEFICIENCIES.
2. ADVISE THE CONTRACTOR OR RESPONSIBLE DRAIN COMMISSIONER PERSONNEL OF THE DEFICIENCIESAND PROVIDE SUFFICIENT VERBAL OR WRITTEN INSTRUCTIONS TO ENSURE A COMPLETEUNDERSTANDING OF THE DEFICIENCIES AND THE NECESSARY CORRECTIVE ACTIONS. THESEINSTRUCTIONS MAY INCLUDE A WORK ORDER, A REVISED SESC PLAN, OR REFERENCE TO SPECIFIC SESCMEASURES.
3. SPECIFY AN APPROPRIATE TIME FRAME WITH WHICH TO COMPLETE THE CORRECTIVE ACTIONS.DEFICIENCIES WHICH ARE DETERMINED TO BE OF AN EMERGENCY NATURE MUST BE CORRECTED WITHIN24 HOURS. EXAMPLES OF DEFICIENCIES DEEMED AN EMERGENCY ARE SEDIMENTATION OF THE WATERSOF THE STATE AND EROSION OF OR SEDIMENTATION A ROADWAY WHICH COULD JEOPARDIZE PUBLICSAFETY. DEFICIENCIES WHICH ARE NOT CONSIDERED AN EMERGENCY SHOULD BE CORRECTED WITHIN 5DAYS.
APA CORRECTIVE ACTIONS
CONTRACTED PROJECTS
IN THE EVENT THAT THE DRAIN COMMISSIONER PERSONNEL, OR THEIR CONTRACTED INSPECTOR, ISUNSUCCESSFUL IN GETTING A CONTRACTOR TO PERFORM CORRECTIVE ACTIONS, THE DRAIN COMMISSIONERWILL ASSUME RESPONSIBILITY FOR ENSURING THAT SESC CORRECTIVE ACTIONS ARE IMPLEMENTED. THEFOLLOWING PROGRESSIVE STEPS SHALL BE TAKEN IF A CONTRACTOR FAILS TO COMPLY WITH THEIRCONTRACT OR PART 91 REGULATIONS.
1. ISSUE OR REISSUE A WORK ORDER DESCRIBING THE WORK TO BE COMPLETED BY THE CONTRACTORSPECIFYING A COMPLETION DATE.
2. ISSUE A NOTICE OF NON-COMPLIANCE WITH CONTRACT REQUIREMENTS FOR FAILURE TO RESPOND TOSESC CORRECTIVE ACTIONS IN A TIMELY MANNER.
3. CONTRACT WITH ANOTHER SPECIALTY CONTRACTOR TO COMPLETE THE REQUIRED CORRECTIVEACTIONS TO ENSURE COMPLIANCE WITH REGULATIONS.
4. PREPARE AND PLACE ON FILE A CONTRACTOR EVALUATION TO DOCUMENT THE CONTRACTOR'SINABILITY TO MEET CONTRACT OBLIGATIONS AND IMPLEMENTATION OF REQUIRED SESC MEASURES.
COMPLIANCE WITH 91 OF PA 451
1. THE CONTRACTOR IS RESPONSIBLE TO INSTALL AND MAINTAIN APPLICABLE SOIL EROSION ANDSEDIMENTATION CONTROL MEASURES IN ACCORDANCE WITH THE APPROVED PLANS PRIOR TOCOMMENCEMENT OF CONSTRUCTION, MASS GRADING, OR STAGING WORK. THE CONTRACTOR SHALLCONFORM TO SOIL EROSION AND SEDIMENTATION CONTROL ACT, PART 91 OF ACT 451 OF 1994.
2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH EARTH CHANGE ACTIVITY SHALL BEPROVIDED A COPY OF THIS SOIL EROSION CONTROL PLAN AND STRICTLY ADHERE TO ITS REQUIREMENTS.
3. INSPECTION BY A CERTIFIED STORM WATER OPERATOR FOR CONSTRUCTION SITES WILL TAKE PLACEWEEKLY AND AFTER EACH RAINFALL EVENT THAT PRODUCES RUNOFF FROM THE SITE. PROPERDOCUMENTATION OF THE INSPECTIONS WILL BE MAINTAINED AS PER PART 91 OF PA 451 OF 1994.
4. RESPOND IMMEDIATELY TO STORMWATER OPERATOR AND/OR SOIL EROSION AND SEDIMENTATIONCONTROL INSPECTOR CONCERNS. MAKE CORRECTIVE MEASURES AS REQUIRED IMMEDIATELY ASDETAILS BY THE APPROVED APA MANUAL THAT APPLIES.
5. IF FOR ANY REASON THE OWNER IS FOUND TO BE IN VIOLATION OF PART 91 DUE TO CONTRACTOR'SNONCOMPLIANCE, THE CONTRACTOR AGREES TO PAY ALL FINES AND COSTS INCURRED BY THE OWNERINCLUDING ALL LEGAL COSTS IN THE DEFENSE OF THE OWNER. F
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DETAIL No.STANDARD CONSTRUCTION ENTRANCE
EFFECTIVE: 12/10/09
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