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SOILS MAP
NO SCALE
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SILT FENCE X
STONE REINFORCED BANK
CONSTRUCTION LIMITS
TEMPORARY SEEDING 0
PERMANENT SEEDING
ULTRA- DRAINGUARD CATCH BASIN INSERT
E.L.S. PRODUCTS CORPORATION OR EQUAL
STORM SEWER INLET PROTECTION
(TEMPORARY)
10
ALT &WITZIG
ENGINEERING
3
ALL AREAS THAT ARE LEFT
UNDISTURBED FOR 15 DAYS SHALL
RECEIVE SEED AND MULCH.
NORTH NN, I k
0 30 60 90
GRAPHIC SCALE IN FEET
EROSION CONTROL NOTES
Al P
PLAN INDEX ITEMS RELATING TO THE SW PPP ARE INCLUDED AS B
B12 SEE EROSION CONTROL INSTALLATION AND SEEDING SCHEDULE I
IN THE EVENT OF ACCIDENTAL CONTAMINATION ALL EFFORTS
NOTES ON THIS SHEET D
DETAILS. S
SHOULD BE MADE TO REMOVE CONTAMINANTS IN AN
APPROPRIATE MANNER. THE CARMEL FIRE DEPARTMENT
A2 1
1 1 x17 INCH PLAT IS INCLUDED WITH THE SUBMITTAL. 8
813 MATERIAL HANDLING AND SPILL PREVENTION PLAN: IN ORDER TO (
(317 -571 -2600) SHOULD BE CONTACTED IMMEDIATELY TO
MINIMIZE THE RELEASE OF POTENTIAL POLLUTANTS DURING D
DETERMINE IF FURTHER MEASURES ARE NEEDED.
A3 T
THIS PROJECT INVOLVES THE CONSTRUCTION OF A 15,000 C
CONSTRUCTION THE CONTRACTOR SHALL IMPLEMENT THIS
SQUARE FOOT BUILDING, PARKING LOT, ENTRANCE DRIVE, M
MATERIAL HANDLING AND SPILL PREVENTION PLAN, THE B
B14 S
SEE EROSION CONTROL INSTALLATION DETAIL,
SIDEWALK, STORM AND SANITARY SEWER, AND OTHER C
CONTRACTOR SHALL REVIEW THIS PLAN WITH ALL
SITE - RELATED UTILITIES. S
SUBCONTRACTORS AND REQUIRE THAT THEY IMPLEMENT THE PLAN B
B15 N
NOT APPLICABLE.
AS WELL. IF A SPILL SHOULD OCCUR PLEASE CONTACT THE
A4 T
THE VICINITY MAP IS LOCATED ON THE COVER SHEET, A
APPROPRIATE AUTHORITIES BELOW: C
Cl E
EXPECTED POLLUTANTS WILL BE MINIMAL IN NATURE,
POST - DEVELOPMENT. OIL, GREASE, ANTIFREEZE, GASOLINE, ETC.
A5 L
LEGAL DESCRIPTION: 39.55'56" N, 8613'48" W (NAD83) E
EMERGENCY RESPONSE 911 M
MAY OCCUR IN LIMITED AMOUNTS AS A RESULT OF THE MAJORITY
A PART OF SECTION 7, TOWNSHIP 17 NORTH, RANGE 3 EAST, C
CARMEL FIRE DEPARTMENT (317)571 -2600 O
OF THIS PROJECT SITE BEING USED FOR TEMPORARY CUSTOMER
HAMILTON COUNTY, INDIANA. C
CARMEL POLICE DEPARTMENT (317)571 -2545 P
PARKING. THE ONLY OTHER REASONABLY FORESEEN POLLUTION
INDIANA DEPARTMENT OF NATURAL RESOURCES (812)477 -8773 F
FROM THIS SITE WILL BE LITTER AND TRASH DUMPED BY
A6 L
LOT BOUNDARIES ARE SHOWN ON THE PLAN I
INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT V
VISITORS TO THE COMMERCIAL BUSINESS.
(317)233 -7745
A7 H
HYDROLOGIC UNIT CODE: 05120201090070 H
HAMILTON COUNTY SOIL AND WATER (317)773 -2181 C
C2 A
ALL EROSION CONTROL MEASURES AS SHOWN ON THE PLAN VIEW
BROWNING INVESTMENTS (317)635 -5030 W
WILL BE INSTALLED BEFORE ANY DISTURBANCE OF THE PROJECT
A8 T
THERE ARE NO STATE PERMITS REQUIRED NEEDED FOR THIS O
OCCURS. FINAL STABILIZATION OF THE SITE WILL BE
DEVELOPMENT, 1
1. CONSTRUCTION EQUIPMENT A
ACCOMPLISHED USING PERMANENT SEEDING OF ALL OPEN AREAS,
LANDSCAPING WITH MULCH ON PARKING ISLANDS, AND
A9 S
STORM WATER WILL DISCHARGE INTO AN EXISTING STORM SEWER A
A. FUELING, LUBRICATION, AND FLUIDS: ALL OPERATIONS P
PLACEMENT OF ASPHALT PAVEMENT.
THAT FLOWS TO CROOKED CREEK. I
INVOLVING THE ADDITION OF FLUIDS TO EQUIPMENT SHOULD
BE DONE IN ONE LOCATION, AS DESIGNATED ON SHEET C
C3 B
BROWNING INVESTMENTS HAS A PRACTICE OF MAINTAINING ALL
A10 A
ALL WETLANDS, LAKES, AND WATER COURSES ON AND ADJACENT C
C301, SO THAT SPILLS ARE LIMITED TO THAT SPECIFIC P
PARKING AREAS ON A WEEKLY BASIS. THIS MAINTENANCE
TO THE SITE ARE SHOWN AND LABELED ON THE PLAN, L
LOCATION WHICH WILL FACILITATE THE CLEANUP OF SPILLS. I
INCLUDES FREQUENT SWEEPING OF ALL PAVED SURFACES AS
IF AN OUTSIDE FUELING TANK IS PLANNED TO BE ON SITE, W
WELL AS COLLECTION OF ANY UTTER. ALL GREEN SPACES WILL
All T
THE ULTIMATE RECEIVING WATER IS CROOKED CREEK. I
IT SHALL BE DOUBLE WALLED AND STORED IN THIS B
BE MAINTAINED WITH REGULAR MOWING DURING GROWING
DESIGNATED AREA. THIS LOCATION IS AN AREA THAT WILL S
SEASONS. MINIMAL FERTILIZER APPLICATIONS WILL OCCUR TO
Al2 T
THERE ARE NO AREAS ON SITE WHERE STORM WATER MAY N
NOT ALLOW SPILLED FLUIDS TO MIGRATE INTO SUBSURFACE T
THE GREEN SPACES.
POTENTIALLY ENTER GROUNDWATER, S
SOILS, IN THE EVENT OF A SPILL, THE FLUID SHALL
IMMEDIATELY BE CLEANED UP BY REMOVING THE I
IN ADDITION, DUE TO REDUCED CAPACITIES OF THE DOWNSTREAM
A13 T
THERE ARE NO FLOODPLAINS, FLOODWAY FRINGES OR FLOODWAYS C
CONTAMINATED SOIL OR STONE WHICH SHALL BE DISPOSED S
SYSTEM, THE DETENTION POND SYSTEM HAS BEEN DESIGNED TO
ON THE SITE, O
OF IN AN ACCEPTABLE MANNER. SPILLS ON HARD R
RELEASE NO MORE THAN 0.25 CFS /AC. OF PROJECT AREA,
SURFACES SHALL BE SOAKED UP BY AN ACCEPTABLE W
WHICH IS GREATER THAN WHAT IS TYPICALLY REQUIRED IN
A14 P
PRE- CONSTRUCTION PEAK DISCHARGE: 5 CFS (10 -YEAR) M
MATERIAL, SUCH AS OIL DRY AND THE ABSORBENT MATERIAL H
HAMILTON COUNTY. THIS WILL PROVIDE EXTENDED DETENTION
POST - CONSTRUCTION PEAK DISCHARGE: 0.67 CFS (10 -YEAR) D
DISPOSED OF IN A PROPER MANNER. THE SPILL SHALL T
TIMES, INCREASING THE POTENTIAL FOR SEDIMENTS TO FILTER
DETENTION IS PROVIDED ON -SITE THROUGH 2 INTERCONNECTING A
ALSO BE REPORTED IMMEDIATELY TO THE CONTRACTOR'S O
OUT WITHIN THE PONDS. POST CONSTRUCTION STORMWATER
PONDS.. S
SUPERINTENDENT. Q
QUALITY MEASURES WILL INCLUDE A GRASS FILTER STRIP ALONG
ALONG THE SOUTH SIDE OF THE POND AND CATCH BASIN
A15 A
ADJACENT LAND USES: B
B. EQUIPMENT REPAIR, ESPECIALLY WHEN FLUIDS MUST BE I
INSERTS WITHIN ALL NEW STORM INLETS. A SUMP WILL BE
REMOVED FROM THE EQUIPMENT OR THE POSSIBILITY OF I
INSTALLED WITHIN THE SLOTTED DRAIN TO CATCH GRIT AND
NORTH: INDUSTRIAL F
FLUID SPILLS IS HIGH, SHOULD ALWAYS BE DONE OFFSITE O
OTHER SOLIDS.
SOUTH: INDUSTRIAL A
AT A FACILITY THAT IS MORE SUITABLE THAN A
EAST: INDUSTRIAL C
CONSTRUCTION SITE TO HANDLE SPILLS. WHEN EQUIPMENT C
C4 T
THE POST CONSTRUCTION BMP FOR OVERALL STORM WATER WILL
WEST: INDUSTRIAL M
MUST BE REPAIRED ON SITE, IT SHOULD BE MOVED TO THE C
CONSIST OF EXTENDED DETENTION WITHIN THE PONDS. IN
MAINTENANCE AND FUELING AREA IF POSSIBLE. OTHERWISE, A
ADDITION A VEGETATIVE FILTER STRIP WILL BE CONSTRUCTED
A16 C
CONSTRUCTION LIMITS ARE SHOWN IN THE PLAN VIEW. S
SUITABLE ON SITE CONTAINERS SHOULD BE PLACED UNDER A
ALONG THE SOUTH BANK OF THE POND. FINALLY, CATCH BASIN
THE EQUIPMENT DURING REPAIR TO CATCH ANY SPILLED I
INSERTS WILL BE PROVIDED.
A17 V
VEGETATIVE COVER IS SHOWN IN THE PLAN VIEW. AREAS NOT F
FLUIDS AND THESE FLUIDS SHOULD BE DISPOSED OF IN A
PAVED ARE GRASS, WEEDS AND BRUSH. P
PROPER MANNER. C
C5 M
MAINTENANCE OF ALL STORM WATER POLLUTION PREVENTION
MEASURES WILL BE THE RESPONSIBILITY OF THE PROJECT
A18 S
SOILS INFORMATION: C
C. ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE O
OWNER, BROWNING INVESTMENTS, UTILIZING PROCEDURES
CANS, SHALL BE INSPECTED FOR LEAKS EACH TIME THEY O
OUTLINED ON THESE PLANS. THE MAINTENANCE GUIDELINES
Br - BROOKSTON SILTY LOAM A
ARE USED. IF LEAKS ARE FOUND, THE FLUID SHALL BF C
CONSIST MOSTLY OF GOOD HOUSEKEEPING MEASURES. ANY
REMOVED FROM THE CONTAINER IN A PROPER MANNER AND G
GRASSED OR VEGETATED AREAS THAT EXPERIENCE EROSION FROM
THIS SOIL IS DARK COLORED, SILTY IN TEXTURE AND ON T
THE CONTAINER DISPOSED OF IN AN ACCEPTABLE MANNER. R
RAINFALL EVENTS SHOULD BE REPAIRED AND REVEGETATED AS
DEPRESSIONAL UPLANDS. IT IS DEEP AND VERY POORLY E
EMPTY DISPOSABLE CONTAINERS, SUCH AS GREASE TUBES S
SOON AS POSSIBLE, TRASH OR UTTER SHOULD BE PICKED UP
DRAINED WITH MODERATE PERMEABILITY, IT HAS HIGH AVAILABLE A
AND LUBRICATING OIL AND BRAKE FLUID CONTAINERS, AND A
AND PROPERLY DISPOSED TO PREVENT IT FROM GETTING INTO
WATER FOR PLANT GROWTH AND HIGH ORGANIC MATTER CONTENT. T
THEIR PACKAGING, SHALL BE DISPOSED OF IN A PROPER T
THE STORM DRAINAGE SYSTEM AND DOWNSTREAM WATERWAYS,
IT HAS COMPACT TILL STARTING AT A DEPTH OF 40 TO 60 M
MANNER AND SHALL NOT BE LEFT ON THE GROUND OR IN
INCHES. THE MAIN SOIL FEATURES THAT AFFECT THE URBAN T
THE OPEN ON THE CONSTRUCTION SITE. E
EROSION OF THE DETENTION POND BANKS SHOULD BE
DEVELOPMENT USES ARE SEASONAL HIGH WATER TABLE, HIGH A
ADDRESSED AS SOON AS IT BECOMES VISIBLE BY FILLING THE
POTENTIAL FROST ACTION, MODERATE SHRINK -SWELL POTENTIAL, 2
2. CONSTRUCTION MATERIALS AND THEIR PACKAGING E
ERODED AREA WITH SUITABLE SOIL AND ESTABLISHING VEGETATION
MODERATE PERMEABILITY AND PONDED SURFACE WATER. I
IMMEDIATELY, PREFERABLY BY SODDING. THE SAME MEASURE
A. EROSION CONTROL MEASURES SHOWN ON THESE PLANS S
SHOULD BE USED FOR STEEP BANKS OF ANY BERMS OR
BECAUSE OF THESE ENGINEERING LIMITATIONS THIS SITE WILL BE S
SHALL BE IMPLEMENTED PRIOR TO AND DURING S
SWALES. THE PONDS SHOULD ALSO BE MONITORED FOR
CONSTRUCTED AS FOLLOWS: FULLER ENGINEERING, BEING A C
CONSTRUCTION IN THE PROPER SEQUENCING TO MINIMIZE S
SEDIMENT. IF THE BOTTOM OF THE PONDS RECEIVE SIGNIFICANT
COMMERCIAL DEVELOPMENT WITHIN THE JURISDICTION OF THE S
SOIL EROSION. EROSION CONTROLS SHALL BE INSPECTED S
SEDIMENT (LESS THAN 4 FEET DEEP), THE SEDIMENT SHOULD BE
CITY OF CARMEL AND HAMILTON COUNTY WILL HAVE TO ABIDE BY A
AND MAINTAINED AS DESCRIBED ELSEWHERE IN THESE R
REMOVED AND REPLACED ON SITE, AN ENGINEER SHOULD BE
THE CURRENT SUBDIVISION CONTROL ORDINANCE. THIS P
PLANS, EXCESSIVE DUSTING OF SOIL ON THE SITE SHALL C
CONTACTED TO IDENTIFY THE SOURCE AND RECOMMEND REPAIRS.
ORDINANCE REQUIRES THAT WE HAVE AN ARTIFICIALLY DRAINED B
BE MINIMIZED BY REDUCING CONSTRUCTION TRAFFIC ACROSS
SITE AND THAT THE BUILDING WITHIN THIS DEVELOPMENT BE B
BARE SOIL DURING DRY AND /OR WINDY WEATHER, AND BY P
PAVEMENT AREAS SHOULD BE MONITORED FOR POLLUTANTS.
WELL ABOVE THE 100 YR. ELEVATION OF THE PROPOSED A
APPLYING WATER OR OTHER ACCEPTABLE DUST CONTROL A
ANY LARGE QUANTITIES OF FLUIDS SUCH AS OIL, ANTIFREEZE,
DETENTION BASINS AND THEREFORE BE PROTECTED FROM M
MEASURES TO THE SOIL. UPON COMPLETION OF B
BRAKE FLUID, ETC. FOUND ON THE PAVEMENT SHOULD BE
FLOODING. THE BUILDING WILL BE OF LARGE SLAB TYPE C
CONSTRUCTION AND SUITABLE ESTABLISHMENT OF R
REPORTED TO THE OWNER. THE OWNER SHOULD CLEAN THE
CONSTRUCTION. IN CASES WHERE A HIGH WATER TABLE IS P
PERMANENT VEGETATION, TEMPORARY EROSION CONTROL P
POLLUTANTS AND PREVENT THE SOURCE FROM ENTERING THE
PRESENT SPECIAL FOOTINGS SHALL BE CONSTRUCTED. ALL M
MEASURES SUCH AS SILT FENCE, CHECK DAMS, AND INLET S
SITE IN THE FUTURE. FINALLY, PAVEMENTS SHOULD ALSO BE
ROADS WILL HAVE ADEQUATE SUB -BASE. ALL SANITARY SEWERS P
PROTECTION DEVICES SHALL BE REMOVED IN A MANNER TO M
MONITORED FOR SEDIMENT COMING FROM VEGETATIVE AREAS. IF
SHALL BE PUBLIC AND THEREFORE NO SEPTIC SYSTEMS SHALL M
MINIMIZE ADDITIONAL LAND DISTURBANCE. ANY AREAS P
POST- CONSTRUCTION EROSION IS OCCURRING, THE SOURCE
BE ALLOWED. D
DISTURBED BY THESE OPERATIONS SHALL BE PROPERLY S
SHOULD BE RE- STABILIZED AS SOON AS POSSIBLE BY SEEDING,
REVEGETATED. S
SODDING OR MULCHING.
CrA - CROSBY SILT LOAM, 0 TO 3 PERCENT SLOPES
B. LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING, C
CONSTRUCTION SEQUENCE
THIS SOIL IS LIGHT COLORED, SILTY IN TEXTURE AND ON D
DRILLING, OR OTHER OPERATIONS SHALL BE PROPERLY
SLOPING UPLANDS. IT IS DEEP AND SOMEWHAT POORLY DRAINED D
DISPOSED OF IN SUITABLE ON SITE WASTE CONTAINERS. 1
1, S
SCHEDULE PRE - CONSTRUCTION MEETING WITH HAMILTON COUNTY
WITH SLOW PERMEABILITY. IT HAS HIGH AVAILABLE WATER FOR T
THE SITE SHALL BE CHECKED AT THE END OF THE DAY, AT
SOIL AND WATER CONSERVATION DISTRICT (317) 773 -2181.
PLANT GROWTH AND MEDIUM ORGANIC MATTER CONTENT, THE A
A MINIMUM, AND ALL WASTE MATERIALS, INCLUDING THOSE S
SOIL HAS COMPACT TILL STARTING AT A DEPTH BETWEEN 20 -40 B
BLOWN ACROSS OR OFF THE SITE BY WIND, SHALL BE
2. I
INSTALL SILT FENCE AROUND PERIMETER.
INCHES. THE MAIN SOIL FEATURES THAT AFFECT URBAN P
PICKED UP AND DISPOSED OF IN SUITABLE CONTAINERS. 2
DEVELOPMENT USES ARE SEASONAL HIGH WATER TABLE, W
WHERE POSSIBLE, OPERATIONS SUCH AS SAWING THAT 3
3. I
INSTALL MAINTENANCE, REFUELING AND CONCRETE WASH -OUT
ACTION AND SLOW PERMEABILITY. S
SPOT IN AN AREA PROTECTED FROM WIND, AND WASTE F
FACILITIES AS SHOWN,
PARTICLES COLLECTED AND DISPOSED OF FREQUENTLY TO 4
4. C
CLEAR AND EXCAVATE DETENTION POND.
BECAUSE OF THERE ENGINEERING LIMITATIONS THIS SITE WILL BE M
MINIMIZE WIND DISPERSAL.
CONSTRUCTED AS FOLLOWS: FULLER ENGINEERING, BEING A 5
PACKAGING USED TO TRANSPORT MATERIALS TO THE SITE P
5. I
INSTALL NO -MOW BLUEGRASS AND STONE REINFORCEMENT ON
CITY OF CARMEL AND HAMILTON COUNTY WILL HAVE TO ABIDE BY F
FOR CONSTRUCTION OF THE FACILITY SHALL BE DISPOSED
POND BANKS.
THE CURRENT SUBDMSION CONTROL ORDINANCE, THIS O
OF PROPERLY, WHETHER THE MATERIAL IS TAKEN OUT OF
6. S
STRIP AND ROUGH GRADE ENTIRE SITE. DISTURBED AREAS ARE
SITE AND THAT THE BUILDING WITHIN THIS DEVELOPMENT BE I
IMMEDIATELY OR STORED ON SITE FOR FUTURE USE. T
TO BE KEPT TO A MINIMUM. CONTRACTOR SHALL CONTROL MUD
WELL ABOVE THE 100 YR. ELEVATION OF THE PROPOSED P
PACKAGED MATERIALS STORED ON SITE SHALL BE INSPECTED A
ACCUMULATION ON ALL STREETS SURROUNDING PROJECT BY
DETENTION BASINS AND THEREFORE BE PROTECTED FROM R
REGULARLY AND ANY LOOSE PACKAGING SHALL BE REPAIRED I
INSTALLING STONE SURFACE AT ALL LOCATIONS WHERE
FLOODING. THE BUILDING WILL BE OF LARGE SLAB TYPE O
OR DISPOSED OF PROPERLY. C
TO A MINIMUM BY UTILIZING SPRINKLING, CALCIUM CHLORIDE,
CONSTRUCTION. IN CASES WHERE A HIGH WATER TABLE IS T
C. ALL DEWATERING ACTIVITIES SHALL BE DONE IN ACCORDANCE V
VEGETATIVE COVER, SPRAY ON ADHESIVES OR OTHER APPROVED
ROADS WILL HAVE ADEQUATE SUB -BASE. ALL SANITARY SEWERS T
TO GOOD EROSION CONTROL PRACTICES. THESE PRACTICES M
METHODS.
SHALL BE PUBLIC AND THEREFORE NO SEPTIC SYSTEMS SHALL S
SHOULD INCLUDE THE USE OF DIRT BAGS SUCH AS DANDY
7. I
INSTALL STORM SEWERS, INLETS AND INLET PROTECTION. FINE
BE ALLOWED. D
DIRT BAGS. THE USE OF THESE TYPES OF DEWATERING 7
GRADE BUILDING PAD AND BEGIN FOUNDATION.
A19 A
ALL PROPOSED STORM WATER SYSTEMS ARE SHOWN IN THE PLAN A
AND DIRT AND PREVENT THESE MATERIALS FROM ENTERING 8
8 A
ADD STONE TO BUILDING PAD.
VIEW. DETAILED INFORMATION CAN BE FOUND ON THE UTILITY T
THE STORM SEWER SYSTEM.
PLAN.
D. IF THE USE OF LIME IS USED TO STABILIZE THE SOIL OF 9
9, I
INSTALL UNDERGROUND UTILITIES.
A20 T
THERE IS NO OFF -SITE CONSTRUCTION ACTIVITY PLANNED WITH T
THE SITE THEN ALL CONSTRUCTION EQUIPMENT USED SHALL
10. I
INSTALL CURBS AND FINE GRADE PARKING AREA.
THIS PROJECT. B
BE CLEANED OF ALL EXCESS MATERIAL WITH WATER IN THE 1
CONSTRUCTION STAGING AREA AS SHOWN WITHIN THESE 1
A21 T
THERE ARE NO SOIL STOCKPILES PLANNED FOR THIS PROJECT, P
PLANS.
11, S
STONE PARKING AREA.
A22 E
EXISTING TOPOGRAPHY IS SHOWN IN THE PLAN VIEW. E
E. NUTRIENTS AND FERTILIZERS SHALL ONLY BE USED TO 1
12. C
CONTINUE BUILDING CONSTRUCTION; APPLY PERMANENT SEEDING.
ESTABLISH RAPID VEGETATION. WHEN THESE PRODUCTS ARE
A23 P
PROPOSED CONTOURS ARE PROVIDED IN THE PLAN VIEW TO U
UTILIZED, THE USER SHOULD PAY STRICT ATTENTION TO THE 1
13. A
ADD BINDER COURSE ON PARKING AREA.
INDICATE DRAINAGE PATTERNS. ADDITIONAL SPOT SHOT P
PRODUCTS RECOMMENDED USAGE.
14. I
INSTALL LANDSCAPING.
INFORMATION CAN BE FOUND ON THE GRADING PLAN, 1
3. CONCRETE WASTE WATER T
B1 P
POTENTIAL POLLUTANT SOURCES DURING CONSTRUCTION ACTIVITIES 3
15. C
COMPLETE BUILDING CONSTRUCTION.
INCLUDE CONCRETE WASTEWATER, TRASH, FOSSIL FUELS, OIL, A
A. ALL CONCRETE WASTE WATER SHALL BE DISPOSED OF IN
GREASE AND PAINT. EXPOSURE OF THESE POLLUTANTS TO T
THE DESIGNATED AREA AS SHOWN ON SHEET C301. THIS 1
16. A
ADD SURFACE COURSE OF ASPHALT.
STORM WATER RUNOFF SHOULD BE MINIMIZED BY PERFORMING A
AREA IS A 4' HIGH, 10' DIAMETER DOUGHNUT TYPE MULCH
ACTIVITIES SUCH AS EQUIPMENT STORAGE, REFUELING, B
BERM WHICH SHALL BE CONSTRUCTION OVER A GEOTEXTILE 1
17. T
TEMPORARY INLET PROTECTION SHALL REMAIN IN PLACE UNTIL ALL
MAINTENANCE AND PORT -A -LET PLACEMENT IN DESIGNED AREAS F
FABRIC. THIS AREA SHALL BE INSPECTED ON A DAILY A
AREAS ARE STABILIZED.
AS SHOWN ON THIS SHEET. B
BASIS AT A MINIMUM, WHEN THIS AREA BECOMES FULL, THE
POLLUTANTS SHALL BE EXCAVATED, PLACED IN AN
B2 C
CONSTRUCTION SEQUENCE: SEE EROSION CONTROL PLAN. A
ACCEPTABLE CONTAINER AND DISPOSED OF IN A PROPER
MANNER.
B3- T
THE APPROPRIATE EROSION CONTROL MEASURES ARE SHOWN IN
B9 T
THE PLAN VIEW. SEE THE DETAIL SHEETS FOR THE 4
4. PAINT PRODUCTS
CONSTRUCTION SPECIFICATIONS OF EACH MEASURE.
A. ALL EXCESS PAINT AND THEIR RELATED PRODUCTS SHALL
B10 T
THE PROPOSED PONDS ARE ANTICIPATED TO IMPROVE WATER B
BE DISPOSED OF IN THE MANNER BY WHICH THE MANUFACTURER
QUALITY BY ALLOWING SEDIMENTS TO SETTLE AND FLOATABLES TO S
SUGGESTS. UNDER NO CIRCUMSTANCES SHALL PAINT OR THEIR
BE IDENTIFIED AND SKIMMED. R
RELATED PRODUCTS BE CLEANED OR DISPOSED OF IN SOIL,
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