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Home My WebLink About06080002.6ROSION CONTROL MONITORING & MAINTENANCE GUIDELINE EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE 15" and smaller INSPECT WEEKLY AFTER STORM EVENTS, AND AFTER HEAVY USE; 9.5 CONSTRUCTION ENTRANCE RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL; TOP DRESS WITH CLEAN STONE AS NEEDED; REMOVE ALL MUD AND PRIOR TO CLEARING AND GRADING 16 SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS IMMEDIATELY 21" to 30" EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENIS, AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY AFTER STORM EVENTS, AND AS NEEDED PRIOR M CLEARING AND GRADING 11x17 INCH PLAT IS AVAILABLE IF REQUESTED. INSPECT WEEKLY AND AFTER EACH STORM EVENT; REMOVE SEDIMENT MATERIAL HANDLING AND SPILL PREVENTION PLAN: IN ORDER DONE, CONSIDER APPLYING 400 -600 LBS. /ACRE OF 12 -0 -12 FROM CHANNEL AND REINFORCE RIDGE AS NEEDED; REPAIR OUTLET M(31 »663-3206 A Fax 017) 663 -3208 P TEMPORARY DIVERSIONS DAMAGE IMMEDIATELY; REMOVE SEDIMENT FROM TRAPS WHEN 5071 FULL; ALONG WITH ROUGH GRADING TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED, WORKING THE WHEN WORK AREA IS STABILIZED, REMOVE RIDGE, FILL CHANNEL, REMOVE A3 THIS PROJECT INVOLVES THE CONSTRUCTION OF TWO PARKING TEMPORARY SLOPE DROA AND STABILIZE ALL DISTURBED AREAS CONSTRUCTION THE CONTRACTOR SHALL IMPLEMENT THIS RAKE OPERATED ACROSS THE SLOPE. INSPECT AFTER STORM EVENTS; REMOVE SEDIMENT AT ONE HALF DESIGN DATE / ISSUE / INITIALS: TEMPORARY SEDIMENT TRAP DEPTH; REPLACE SPILLWAY GRAVEL FACING IF CLOGGED; REPAIR EROSION DURING CLEARING AND PRIOR M GRADING 814 SEE EROSION CONTROL INSTALLATION DETAIL AND HOLES AS NEEDED; REPLACE DISPLACED RIPRAP AND A DRY DETENTION BASIN. INSPECT PERIODICALLY TO VERIFY ADEQUATE ESTABLISHMENT OF VEGETATIVE STANDS; RESEED AND MULCH AS NEEDED; INSPECT AFTER TEMPORARY SEEDING STORM EVENTS AND REPAIR EROSION DAMAGE; TOP DOSS FALL SEEDED AFTER ROUGH GRADING A4 WHEAT OR RYE SEFDINGS WITH 50 LBS /AC OF NITROGEN IN FEBRUARY SQUARE FOOTAGE: PLAN AS WELL. IF A SPILL SHOULD OCCUR PLEASE CONTACT OR MARCH IF NITROGEN DEFICIENCY IS APPARENT; WATER AS NEEDED STORMWATER INSPECT PERIODICALLY AND AFTER STORM EVENTS UNTIL VEGETATIVE POLLUTION THE APPROPRIATE AUTHORITIES BELOW: STAND IS ESTABLISHED; ADD FERTILIZER AFTER GROWING SEASON PER EXPECTED POLLUTANTS WILL BE MINIMAL IN NATURE, PERMANENT SEEDING SOIL TEST RECOMMENDATIONS; REPAIR DAMAGED, BARE. OR SPARSE AFTER FINISH GRADING OF EACH AREA AREAS BY FILLING, REPREPARING THE SEED BED, FERWWZ K AND /OR POST- DEVELOPMENT. OIL, GREASE, ANTIFREEZE, GASOLINE, ETC. SEEDING AND MULCHING EMERGENCY RESPONSE 911 INSPECT FOR AREAS OF EROSION BELOW THE BLANKET AFTER EACH MAY OCCUR IN LIMITED AMOUNTS AS A RESULT OF THE EROSION CONTROL BLANKET STORY EVENT; REPAIR AREAS OF EROSION BY REMOVING AFFECTED STORM OF BLANKET, ADD SOIL, RESETD, RELAY AND STAPLE BLANKET: AFTER FINISH GRADING CARMEL FIRE DEPARTMENT (317)571 -2600 INSPECT PERIODICALLY AFTER VEGETATION 5 ESTABLISHED MAJORITY OF THIS PROJECT SITE BEING USED FOR TEMPORARY INSPECT FABRIC BARRIER AFIER STORM EVENTS AND MAKE NEEDED INLET PROTECTION REPAIRS IMMEDIATELY; REMOVE SEDIMENT FROM THE POOL AREA WHILE AFTER EACH INLET IS PLACED A6 AVOIDING DAMAGING OR UNDERCUTTING THE FABRIC SEED, SOD & LANDSCAPE AROUND UNITS FINISHED KEEP SOD MOIST UNTIL FULLY ROOTED; WATER AS NEEDED AFTER FLASHED GRADING AROUND FINISHED UNITS REMOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED IDEM (317)233 -7745 THE POND SHALL BE MAINTAINED TO PREVENT LOSS OF AREA OF A7 PONDER WATER AVAILABLE FOR EMIERGENT VEGETATION DUE TO ALONG WITH ROUGH GRADING PERMANENT WET POND SEDIMENTATION AND /OR ACCUMULATION OF PLANT MATERIAL THE ALL EROSION CONTROL MEASURES AS SHOWN ON THE PLAN VIEW PONDER WATER SHALL BE MAINTAINED BY REMOVING ACCUMULATED SOLIDS BY EXCAVATION. WATER LEVELS MAY NEED TO BE WILL BE INSTALLED BEFORE ANY DISTURBANCE OF THE PROJECT A8 SUPPLEMENTED OR DRAINED PERIODXALLY UNTIL VEGETATION IS FULLY 1. CONSTRUCTION EQUIPMENT ESTABLISHED. OCCURS, UNLESS OTHERWISE NOTED. THE WETLANDS PLANTINGS 325 3DO 275 250 225 200 175 1p5�0 SLOPE 100 75 50 25 FT. GENERAL STAPLE RECOMMENDATIONS 3 3 6' x 6 A x 1 STAPLE PER SQ. YD. 1 1/2 STAPLE PER SO. YD. 2' 2'+ 4' 4' x 4' _lx x x 20"�- x x x x 4' x x x x x C D x x x x 4:1 3:1 2:1 1:1 LOW FLOW MED /HIGH FLOW CHANNEL CHANNEL AND SHORELINE 2 STAPLE PER SO. YD. 3 1/2 STAPLE PER SO. YD. SLOPE GRADIENT NOTE: 1. CHANNEL LINING UTILIZE STAPLE PATTERN "C" NTH ADDITIONAL STAPLES ON SIDE SLOPES AT PROJECTED WATER LINE. 2. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VERY DEPENDING UPON SOIL TYPE AND AVERAGE RAINFALL 3. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED. EROSION CONTROL MAT INSTALLATION GUIDE DETAIL NO SCALE SLOPE CHECK BACKFILL GROUND LINE SOIL NON —WOVEN FILTER FABRIC " X 6" TRENCH EXTENDS INTO TRENCH C M APRON AT DITCH CHECK JOINING FENCES DITCH- - SILT FENCE DETAIL NO SCALE PIPE SIZE "L" 'W' I d5o 15" and smaller 8' 9.5 6 1 to 21 14 16 6 to 9 21" to 30" 20' 2,V 9" to 12" i,t WHEN JOINING TWO OR MORE SILT FENCES TIE THE TWO END POSTS TOGETHER WITH EXISTING NYLON CORDS. F_1 FABRIC `-12' (MIN) OR 2 X d50, l -FILTER WHICHEVER IS GREATER FABRIC ROCK CHUTE NO SCALE STABIUZATION PRACTICE_ JAN. FEB. MAR. APR. MAY JUNE JULY AUG_ SEPT. OCT. NOV. DEC. PERMANENT A • / / //I / /// • •/I / ► SEEDING TEMPORARY B p • / //I / / /• —► — SEEDING E MULCHING A — KENTUCKY BLUEGRASS 407L, TURF TYPE TALL FESCUE 4074 ANNUAL RYE GRASS 207E PLUS 2 TONS OF STRAW MULCH/ ACRE APPLY MIXTURE AT A RATE OF 2 LBS. PER 1000 SQ.FT. B — SPRING OATS 3 BUSHEL PER ACRE C - WHEAT OR RYE 2 BUSHEL PER ACRE D = ANNUAL RYE GRASS (1 LB. PER 1000 SQ. FT.) E — STRAW MULCH (90 LBS. PER 1000 SQ.FT.) */1 / • IRRIGATION NEEDED DURING JUNE, JULY, AND / OR SEPTEMBER. • • IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD NOTE: ALL SEEDING SHALL HAVE 12 -0-12 (UNLESS SOILS TESTS SHOW PHOSPOROUS DEFICIENCY) FERTILIZER APPLIED AT 400 -600 LBS. PER ACRE OR AS SPECIFIED. A SEEDING SCHEDULE NO SCALE SOILS MAP NO SCALE DANDY BAG ®II ". I Ilk ". m.: Installation and Maintenance Guidelines Installation: Remove the grate from catch basin. If using optional oil absorbents; place absorbent pillow in unit. Stand the grate on end. Move the top lifting straps out of the way and place the grate into the Dandy Bag ®11 so that the grate is below the top straps and above the lower straps. Holding the lifting devices, insert the grate into the inlet. Maintenance: Remove all accumulated sediment and debris from vicinity of unit after each storm event. After each storm event and at regular intervals, look into the Dandy Bag ®II. If the containment area is more than 1/3 full of sediment, the unit must be emptied. To empty unit, lift the unit out of the inlet using the lifting straps and remove the grate. If using optional oil absorbents; replace absorbent when near saturation. DANDY BAG ®II STRAPS DANDY BAG '61I STANDARD FABRIC Is AN ORANGE WOVEN MONOFILAMENT DUMPING STRAP ALLOWS FOR EASY REMOVAL OF CONTENTS EROSION CONTROL NOTES Al PLAN INDEX ITEMS RELATING TO THE SW PPP ARE INCLUDED AS B12 SEE EROSION CONTROL INSTALLATION AND SEEDING SCHEDULE TEST SOIL TO IN THE EVENT OF ACCIDENTAL CONTAMINATION ALL EFFORTS N E L L I N G NOTES ON THIS SHEET D I G DIG DETAILS. ISTANCE AND ADDITIONAL SOILS INFORMATION) SHOULD BE MADE TO REMOVE CONTAMINANTS IN AN 13295 Meridian ConwsBlvd. IF SOIL pH IS UNSUITABLE FOR THE SPECIES TO BE SEEDED, BLIND Suile 142 LY LIME ACCORDING TO TEST RECOMMENDATIONS. APPROPRIATE MANNER. THE CARMEL FIRE DEPARTMENT A2 11x17 INCH PLAT IS AVAILABLE IF REQUESTED. B13 MATERIAL HANDLING AND SPILL PREVENTION PLAN: IN ORDER DONE, CONSIDER APPLYING 400 -600 LBS. /ACRE OF 12 -0 -12 (317- 571 -2600) SHOULD BE CONTACTED IMMEDIATELY TO M(31 »663-3206 A Fax 017) 663 -3208 P LYSIS OR EQUIVALENT FERTIUZER (UNLESS SOILS TESTS SHOW SPHOkOUS DEFICIENCY. U r TO MINIMIZE THE RELEASE OF POTENTIAL POLLUTANTS DURING TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED, WORKING THE DETERMINE IF FURTHER MEASURES ARE NEEDED. A3 THIS PROJECT INVOLVES THE CONSTRUCTION OF TWO PARKING CONSTRUCTION THE CONTRACTOR SHALL IMPLEMENT THIS RAKE OPERATED ACROSS THE SLOPE. DATE / ISSUE / INITIALS: LOTS, STORM SEWERS, A SITE AMENITIES AREAS, SIDEWALKS, 9- 6- 06/TAC REVISIONS /GSS MATERIAL HANDLING AND SPILL PREVENTION PLAN. THE 814 SEE EROSION CONTROL INSTALLATION DETAIL AND A DRY DETENTION BASIN. CONTRACTOR SHALL REVIEW THIS PLAN WITH ALL SUBCONTRACTORS AND REQUIRE THAT THEY IMPLEMENT THE B15 NOT APPLICABLE. A4 THE VICINITY MAP IS LOCATED ON THE COVER SHEET. SQUARE FOOTAGE: PLAN AS WELL. IF A SPILL SHOULD OCCUR PLEASE CONTACT DRAWING TITLE: STORMWATER POLLUTION THE APPROPRIATE AUTHORITIES BELOW: Cl EXPECTED POLLUTANTS WILL BE MINIMAL IN NATURE, A5 LEGAL DESCRIPTION: 39'55'57" N. 86'14'19" W (NAD83) PART POST- DEVELOPMENT. OIL, GREASE, ANTIFREEZE, GASOLINE, ETC. A OF SECTION 7, TOWNSHIP 17 NORTH, RANGE 3 EAST, EMERGENCY RESPONSE 911 MAY OCCUR IN LIMITED AMOUNTS AS A RESULT OF THE HAMILTON COUNTY, INDIANA. CARMEL FIRE DEPARTMENT (317)571 -2600 MAJORITY OF THIS PROJECT SITE BEING USED FOR TEMPORARY CARMEL POUCE DEPARTMENT (317)571 -2545 CUSTOMER PARKING. THE ONLY OTHER REASONABLY FORESEEN A6 LOT BOUNDARIES ARE SHOWN ON THE PLAN INDIANA DEPARTMENT OF NATURAL RESOURCES (812)477 -8773 POLLUTION FROM THIS SITE WILL BE UTTER AND TRASH. IDEM (317)233 -7745 A7 HYDROLOGIC UNIT CODE: 05120201120080 HAMILTON CO. SURVEYOR (317)776 -8495 C2 ALL EROSION CONTROL MEASURES AS SHOWN ON THE PLAN VIEW WILL BE INSTALLED BEFORE ANY DISTURBANCE OF THE PROJECT A8 THERE ARE NO STATE PERMITS REQUIRED NEEDED FOR THIS 1. CONSTRUCTION EQUIPMENT OCCURS, UNLESS OTHERWISE NOTED. THE WETLANDS PLANTINGS DEVELOPMENT. SHALL BE INSTALLED AFTER THE SITE IS STABILIZED. FINAL A. FUEUNG, LUBRICATION, AND FLUIDS: ALL OPERATIONS INVOLVING STABIUZATION OF THE SITE WILL BE ACCOMPUSHED USING A9 STORM WATER WILL DISCHARGE INTO AN EXISTING SIDE DITCH THE ADDITION OF FLUIDS TO EQUIPMENT SHOULD BE DONE PERMANENT SEEDING OF ALL OPEN AREAS, LANDSCAPING WITH THAT EVENTUALLY FLOWS TO THE CROOKED CREEK REGULATED IN ONE LOCATION, AS DESIGNATED ON SHEET C301, SO MULCH ON PARKING ISLANDS, AND PLACEMENT OF ASPHALT DRAIN. THAT SPILLS ARE LIMITED TO THAT SPECIFIC LOCATION PAVEMENT. WHICH WILL FACIUTATE THE CLEANUP OF SPILLS. IF AN A10 ALL WETLANDS, LAKES, AND WATER COURSES ON AND ADJACENT OUTSIDE FUEUNG TANK IS PLANNED TO BE ON SITE, IT C3 THE PRIMARY POST - CONSTRUCTION BMP FOR THE SITE WILL BE TO THE SITE ARE SHOWN AND LABELED ON THE PLAN. SHALL BE DOUBLE WALLED AND STORED IN THIS THE DRY EXTENDED DETENTION BASIN. IN ADDITION, THE DESIGNATED AREA. THIS LOCATION IS AN AREA THAT WILL OWNERS OF THE PARKING LOTS SHALL MAINTAIN ALL PAVEMENT All THE ULTIMATE RECEIVING WATER IS CROOKED CREEK. NOT ALLOW SPILLED FLUIDS TO MIGRATE INTO SUBSURFACE AREAS ON A WEEKLY BASIS. THIS MAINTENANCE INCLUDES SOILS. IN THE EVENT OF A SPILL, THE FLUID SHALL FREQUENT SWEEPING OF ALL PAVED SURFACES AS WELL AS Al2 STORM WATER MAY POTENTIALLY ENTER GROUNDWATER WITHIN IMMEDIATELY BE CLEANED UP BY REMOVING THE COLLECTION OF ANY LITTER. ALL GREEN SPACES WILL BE THE DETENTION POND AREA. CONTAMINATED SOIL OR STONE WHICH SHALL BE DISPOSED MAINTAINED WITH REGULAR MOWING DURING GROWING SEASONS. OF IN AN ACCEPTABLE MANNER. SPILLS ON HARD MINIMAL FERTIUZER APPUCATIONS WILL OCCUR TO THE GREEN A13 THERE ARE NO FLOODPLAINS, FLOODWAY FRINGES OR FLOODWAYS SURFACES SHALL BE SOAKED UP BY AN ACCEPTABLE SPACES. ON THE SITE. MATERIAL, SUCH AS OIL DRY AND THE ABSORBENT MATERIAL DISPOSED OF IN A PROPER MANNER. THE SPILL C4 THE POST CONSTRUCTION BMP FOR OVERALL STORM WATER WILL A14 PRE- CONSTRUCTION PEAK DISCHARGE: 10 CFS 10 -YEAR) (100 SHALL ALSO BE REPORTED IMMEDIATELY TO THE CONSIST OF A DRY EXTENDED DETENTION BASIN. POST - CONSTRUCTION PEAK DISCHARGE: 1 CFS -YEAR) CONTRACTOR'S SUPERINTENDENT. DETENTION IS PROVIDED ON -SITE BY VIRTUE OF A DRY C5 MAINTENANCE OF ALL STORM WATER POLLUTION PREVENTION DETENTION BASIN. B. EQUIPMENT REPAIR, ESPECIALLY WHEN FLUIDS MUST BE REMOVED MEASURES WILL BE THE RESPONSIBIUTY OF THE OWNERS, FROM THE EQUIPMENT OR THE POSSIBIUTY OF FLUID SPILLS UTIUZING PROCEDURES OUTUNED ON THESE PLANS. THE A15 ADJACENT LAND USES: IS HIGH, SHOULD ALWAYS BE DONE OFFSITE AT A FACIUTY MAINTENANCE GUIDEUNES CONSIST MOSTLY OF GOOD THAT IS MORE SUITABLE THAN A CONSTRUCTION SITE TO HOUSEKEEPING MEASURES. ANY GRASSED OR VEGETATED AREAS NORTH: INDUSTRIAL (UNDER CONSTRUCTION) HANDLE SPILLS. WHEN EQUIPMENT MUST BE REPAIRED ON THAT EXPERIENCE EROSION FROM RAINFALL EVENTS SHOULD BE SOUTH: INDUSTRIAL /OFFICE SITE, IT SHOULD BE MOVED TO THE MAINTENANCE AND REPAIRED AND REVEGETATED AS SOON AS POSSIBLE. TRASH OR EAST: OFFICE FUELING AREA IF POSSIBLE. OTHERWISE, SUITABLE ON SITE UTTER SHOULD BE PICKED UP AND PROPERLY DISPOSED TO WEST: INDUSTRIAL /OFFICE CONTAINERS SHOULD BE PLACED UNDER THE EQUIPMENT PREVENT IT FROM GETTING INTO THE STORM DRAINAGE SYSTEM DURING REPAIR TO CATCH ANY SPILLED FLUIDS AND THESE AND DOWNSTREAM WATERWAYS. A16 CONSTRUCTION LIMITS ARE SHOWN IN THE PLAN VIEW. FLUIDS SHOULD BE DISPOSED OF IN A PROPER MANNER. EROSION OF THE DETENTION BASIN BANKS SHOULD BE A17 VEGETATIVE COVER IS SHOWN IN THE PLAN VIEW. THE SITE IF C. ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, ADDRESSED AS SOON AS IT BECOMES VISIBLE BY FIWNG THE PREDOMINANTLY GRASS, WEEDS AND GRAVEL CURRENTLY. SHALL BE INSPECTED FOR LEAKS EACH TIME THEY ARE ERODED AREA WITH SUITABLE SOIL AND ESTABLISHING USED. IF LEAKS ARE FOUND, THE FLUID SHALL BE VEGETATION IMMEDIATELY, PREFERABLY BY SODDING. THE SAME A18 SOILS INFORMATION: REMOVED FROM THE CONTAINER IN A PROPER MANNER AND MEASURE SHOULD BE USED FOR STEEP BANKS OF ANY BERMS THE CONTAINER DISPOSED OF IN AN ACCEPTABLE MANNER. OR SWALES. THE PONDS SHOULD ALSO BE MONITORED FOR Br - BROOKSTON SILTY LOAM EMPTY DISPOSABLE CONTAINERS, SUCH AS GREASE TUBES SEDIMENT. IF THE BOTTOM OF THE BASIN RECEIVES SIGNIFICANT AND LUBRICATING OIL AND BRAKE FLUID CONTAINERS, AND SEDIMENT (6 -12 INCHES), THE SEDIMENT SHOULD BE REMOVED THIS SOIL IS DARK COLORED, SILTY IN TEXTURE AND ON THEIR PACKAGING, SHALL BE DISPOSED OF IN A PROPER AND REPLACED ON SITE. AN ENGINEER SHOULD BE CONTACTED DEPRESSIONAL UPLANDS. IT IS DEEP AND VERY POORLY MANNER AND SHALL NOT BE LEFT ON THE GROUND OR IN TO IDENTIFY THE SOURCE AND RECOMMEND REPAIRS. DRAINED WITH MODERATE PERMEABILITY. IT HAS HIGH THE OPEN ON THE CONSTRUCTION SITE. AVAILABLE WATER FOR PLANT GROWTH AND HIGH ORGANIC THE DETENTTN BASIN SHALL ALSO BE MAINTAINED BY REMOVING MATTER CONTENT. IT HAS COMPACT TILL STARTING AT A DEPTH 2. CONSTRUCTION MATERIALS AND THEIR PACKAGING UNWANTED PLANTS, TRASH AND EXCESS VEGETATION. OF 40 TO 60 INCHES. THE MAIN SOIL FEATURES THAT AFFECT THE URBAN DEVELOPMENT USES ARE SEASONAL HIGH WATER A. EROSION CONTROL MEASURES SHOWN ON THESE PLANS SHALL PAVEMENT AREAS SHOULD BE MONITORED FOR POLLUTANTS. TABLE, HIGH POTENTIAL FROST ACTION, MODERATE BE IMPLEMENTED PRIOR TO AND DURING CONSTRUCTION IN ANY LARGE QUANTITIES OF FLUIDS SUCH AS OIL, ANTIFREEZE, SHRINK -SWELL POTENTIAL, MODERATE PERMEABIUTY AND THE PROPER SEQUENCING TO MINIMIZE SOIL EROSION. BRAKE FLUID, ETC. FOUND ON THE PAVEMENT SHOULD BE PONDED SURFACE WATER. EROSION CONTROLS SHALL BE INSPECTED AND MAINTAINED REPORTED TO THE OWNER. THE OWNER SHOULD CLEAN THE AS DESCRIBED ELSEWHERE IN THESE PLANS. EXCESSIVE POLLUTANTS AND PREVENT THE SOURCE FROM ENTERING THE BECAUSE OF THESE ENGINEERING UMITATIONS THIS SITE WILL BE DUSTING OF SOIL ON THE SITE SHALL BE MINIMIZED BY SITE IN THE FUTURE. FINALLY, PAVEMENTS SHOULD ALSO BE CONSTRUCTED AS FOLLOWS: ACES POWER MARKETING, BEING A REDUCING CONSTRUCTION TRAFFIC ACROSS BARE SOIL MONITORED FOR SEDIMENT COMING FROM VEGETATIVE AREAS. IF COMMERCIAL DEVELOPMENT WITHIN THE JURISDIC11ON OF THE DURING DRY AND /OR WINDY WEATHER, AND BY APPLYING POST - CONSTRUCTION EROSION IS OCCURRING, THE SOURCE CITY OF CARMEL AND HAMILTON COUNTY WILL HAVE TO ABIDE WATER OR OTHER ACCEPTABLE DUST CONTROL MEASURES SHOULD BE RE- STABIUZED AS SOON AS POSSIBLE BY SEEDING, BY THE CURRENT SUBDIVISION CONTROL ORDINANCE. THIS TO THE SOIL. UPON COMPLETION OF CONSTRUCTION AND SODDING OR MULCHING. ORDINANCE REQUIRES THAT WE HAVE AN ARTIFICIALLY DRAINED SUITABLE ESTABUSHMENT OF PERMANENT VEGETATION, SITt AND THAT THE CONSTRUCTION WITHIN THIS DEVELOPMENT TEMPORARY EROSION CONTROL MEASURES SUCH AS SILT E WELL ABOVE THE 100 YR. ELEVATION OF THE PROPOSED FENCE, CHECK DAMS, AND INLET PROTECTION DEVICES OETENTION BASIN AND THEREFORE BE PROTECTED FROM SHALL BE REMOVED IN A MANNER TO MINIMIZE ADDITIONAL FLU )DING. IN CASES WHERE A HIGH WATER TABLE IS PRESENT LAND DISTURBANCE. ANY AREAS DISTURBED BY THESE SPECIAL FOOTINGS SHALL BE CONSTRUCTED. ALL PAVEMENT OPERATIONS SHALL BE PROPERLY REVEGETATED. AREAS WILL HAVE ADEQUATE SUB -BASE. B. LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING, CrA - CROSBY SILT LOAM, 0 TO 3 PERCENT SLOPES DRILUNG, OR OTHER OPERATIONS SHALL BE PROPERLY DISPOSED OF IN SUITABLE ON SITE WASTE CONTAINERS. THII� SOIL IS UGHT COLORED, SILTY IN TEXTURE AND ON SLOPING THE SITE SHALL BE CHECKED AT THE END OF THE DAY, AT L!;= .ANDS. IT IS DEEP AND SOMEWHAT POORLY DRAINED WITH A MINIMUM, AND ALL WASTE MATERIALS, INCLUDING THOSE SLOW PERMEABILITY. IT HAS HIGH AVAILABLE WATER FOR PLANT BLOWN ACROSS OR OFF THE SITE BY WIND, SHALL BE CONSTRUCTION SEQUENCE GROWTH AND MEDIUM ORGANIC MATTER CONTENT. THE SOIL PICKED UP AND DISPOSED OF IN SUITABLE CONTAINERS. HAS COMPACT TILL STARTING AT A DEPTH BETWEEN 20 -40 WHERE POSSIBLE, OPERATIONS SUCH AS SAWING THAT PRE - CONSTRUCTION INCHES. THE MAIN SOIL FEATURES THAT AFFECT URBAN CREATE SMALL PARTICLES SHOULD BE PERFORMED IN ONE DEVELOPMENT USES ARE SEASONAL HIGH WATER TABLE, MODERATE SHRINK -SWELL POTENTIAL, HIGH POTENTIAL FROST SPOT IN AN AREA PROTECTED FROM WIND, AND WASTE PARTICLES COLLECTED AND DISPOSED OF FREQUENTLY TO 1. SCHEDULE PRE - CONSTRUCTION MEETING WITH HAMILTON COUNTY ACTION AND SLOW PERMEABILITY. MINIMIZE WIND DISPERSAL. SURVEYOR (317) 776 -8495. BECAUSE OF THERE ENGINEERING UMITATIONS THIS SITE WILL BE PACKAGING USED TO TRANSPORT MATERIALS TO THE SITE 2• POST N01 W /LOCAL CONTACT INFORMATION AT JOB TRAILER AND CONSTRUCTED AS FOLLOWS: FULLER ENGINEERING, BEING A FOR CONSTRUCTION OF THE FACILITY SHALL BE DISPOSED DESIGNATE PERSON RESPONSIBLE FOR COMPLETING SITE REVIEW COMMERCIAL DEVELOPMENT WITHIN THE JURISDICTION OF THE OF PROPERLY, WHETHER THE MATERIAL IS TAKEN OUT OF AFTER EACH V RAIN (OR GREATER) OR A MINIMUM OF ONCE PER CITY OF CARMEL AND HAMILTON COUNTY WILL HAVE TO ABIDE ITS PACKAGE AND INCORPORATED INTO THE PROJECT WEEK. BY THE CURRENT SUBDIVISION CONTROL ORDINANCE. THIS IMMEDIATELY OR STORED ON SITE FOR FUTURE USE. ORDINANCE REQUIRES THAT WE HAVE AN ARTIFICIALLY DRAINED PACKAGED MATERIALS STORED ON SITE SHALL BE 3. PROTECT EXISTING INLETS AS SHOWN. SITE AND THAT THE BUILDING WITHIN THIS DEVELOPMENT BE INSPECTED REGULARLY AND ANY LOOSE PACKAGING SHALL WELL ABOVE THE 100 YR. ELEVATION OF THE PROPOSED BE REPAIRED OR DISPOSED OF PROPERLY. 4. INSTALL CONSTRUCTION ENTRANCE, MAINTENANCE, REFUEUNG AND - DETENTION BASINS AND THEREFORE BE PROTECTED FROM CONCRETE WASH -OUT FACIU11ES AS SHOWN. FLOODING. THE BUILDING WILL BE OF LARGE SLAB TYPE C. ALL DEWATERING ACTIVITIES SHALL BE DONE IN ACCORDANCE TO LONSTRUCTION. IN CASES WHERE A HIGH WATER TABLE IS GOOD EROSION CONTROL PRACTICES. THESE PRACTICES PENT SPECIAL FOOTINGS SHALL BE CONSTRUCTED. ALL SHOULD INCLUDE THE USE OF DIRT BAGS SUCH AS DANDY CONSTRUCTION RS WILL HAVE ADEQUATE SUB -BASE. ALL SANITARY DIRT BAGS. THE USE OF THESE TYPES OF DEWATERING SRS SHALL BE PUBUC AND THEREFORE NO SEPTIC SYSTEMS DEVICES WILL REMOVE LARGE QUANTITIES OF SILT, 5. SITE DEMOLITION SL BE ALLOWED. SEDIMENT, AND DIRT AND PREVENT THESE MATERIALS FROM ENTERING THE STORM SEWER SYSTEM. 6. CLEAR AND EXCAVATE DETENTION BASIN AND OUTLET PIPE. A19 Al PROPOSED STORM WATER SYSTEMS ARE SHOWN IN THE INSTALL TEMPORARY SLOTTED RISER. OLAN VIEW. DETAILED INFORMATION CAN BE FOUND ON THE D. IF THE USE OF UME IS USED TO STABILIZE THE SOIL OF THE UTT TY PLAN. SITE THEN ALL CONSTRUCTION EQUIPMENT USED SHALL BE 7• INSTALL EROSION CONTROL BLANKETS. CLEANED ALL EXCESS MATERIAL WITH WATER IN THE A20 RE IS NO OFF -SITE CONSTRUCTION ACTIVITY PLANNED WITH CONSTRUCTION STAGING AREA AS SHOWN WITHIN THESE 8. REMOVE EXISTING PAVEMENTS AND ROUGH GRADE ENTIRE SITE. PROJECT. PLANS. DISTURBED AREAS ARE TO BE KEPT TO A MINIMUM. CONTRACTOR SHALL CONTROL MUD ACCUMULATION ON ALL STREETS A21 t SOIL STOCKPILES ARE ANTICIPATED. E. NUTRIENTS AND FERTILIZERS SHALL ONLY BE USED TO ESTABUSH SURROUNDING PROJECT BY INSTAWNG STONE SURFACE AT ALL RAPID VEGETATION. WHEN THESE PRODUCTS ARE UTIUZED, LOCATIONS WHERE CONSTRUCTION TRAFFIC LEAVES THE SITE. A22 I; T1NG TOPOGRAPHY IS SHOWN IN THE PLAN VIEW. THE USER SHOULD PAY STRICT ATTENTION TO THE DUST SHALL BE KEPT TO A MINIMUM BY UTTUZING SPRINKLING, PRODUCTS RECOMMENDED USAGE. CALCIUM CHLORIDE, VEGETATIVE COVER, SPRAY ON ADHESIVES OR A23 POSED SPOT ELEVATIONS ARE PROVIDED ON THE GRADING OTHER APPROVED METHODS. N VIEW TO INDICATE DRAINAGE PATTERNS. 3. CONCRETE WASTE WATER 9. INSTALL STORM SEWERS, INLETS AND INLET PROTECTION. B1 NTIAL POLLUTANT SOURCES DURING CONSTRUCTION A. ALL CONCRETE WASTE WATER SHALL BE DISPOSED OF IN THE VITTES INCLUDE CONCRETE WASTEWATER, TRASH, FOSSIL DESIGNATED AREA AS SHOWN ON SHEET C301. THIS AREA 10. INSTALL CONCRETE AND FINE GRADE PAVEMENT AREAS. F LS, OIL, GREASE AND PAINT. EXPOSURE OF THESE IS A 4' HIGH, 10' DIAMETER DOUGHNUT TYPE MULCH BERM P UTANTS TO STORM WATER RUNOFF SHOULD BE MINIMIZED WHICH SHALL BE CONSTRUCTION OVER A GEOTEXTTLE 11. STONE PAVEMENT AREAS. E, PERFORMING ACTIVITIES SUCH AS EQUIPMENT STORAGE, FABRIC. THIS AREA SHALL BE INSPECTED ON A DAILY ELING, MAINTENANCE AND PORT -A -LET PLACEMENT IN BASIS AT A MINIMUM, WHEN THIS AREA BECOMES FULL, THE 12• APPLY TEMPORARY SEEDING TO DISTURBED AREAS TO REMAIN IGNED AREAS AS SHOWN ON THIS SHEET. POLLUTANTS SHALL BE EXCAVATED, PLACED IN AN EXPOSED FOR 15 DAYS OR LONGER.. ACCEPTABLE CONTAINER AND DISPOSED OF IN A PROPER B2 STRUCTTON SEQUENCE: SEE TABLE ON THIS SHEET. MANNER. 13. ADD BINDER COURSE ON PAVEMENT AREAS. B3- I APPROPRIATE EROSION CONTROL MEASURES ARE SHOWN IN 4. PAINT PRODUCTS 14. INSTALL LANDSCAPING. B9 PLAN VIEW. SEE DETAILS SHEETS FOR THE CONSTRUCTION CIFICATIONS OF EACH MEASURE. A. ALL EXCESS PAINT AND THEIR RELATED PRODUCTS SHALL BE 15. PERMANENT SEEDING AREAS TO HAVE LAWN. DISPOSED OF IN THE MANNER BY WHICH THE 810 PROPOSED EXTENDED DRY DETENTION BASIN IS ANTICIPATED MANUFACTURER SUGGESTS. UNDER NO CIRCUMSTANCES 16. ADD SURFACE COURSE OF ASPHALT. IMPROVE WATER QUALITY BY ALLOWING SEDIMENTS TO SHALL PAINT OR THEIR RELATED PRODUCTS BE CLEANED OR E. DISPOSED OF IN SOIL, SANITARY SEWERS, STORM SEWERS OR DETENTION BASINS. ANY VIOLATIONS OF THIS SHALL BE POST - CONSTRUCTION Bll SEEDING SCHEDULE DETAIL REPORTED TO THE JOB SUPERINTENDENT. "HOLEY MOLEY" 1- 800 - 382 -5544 CALL TOLL FREE 17. REMOVE ANY SEDIMENT FROM DETENTION BASIN. 18. STABIUZE ANY BARE AREAS OF SITE. 19. TEMPORARY INLET PROTECTION SHALL REMAIN IN PLACE UNTIL ALL AREAS ARE STABIUZED. 20. SUBMIT NOTICE OF TERMINATION TO INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT. Lq- " CARSON DESIGN ASSOCIATES TEL 317.843.5979 FAX 317.843.5975 2325 POINTE PARKWAY SUITE 200 CARMEL INDIANA 46032 TEL 512.977.0520 FAX 512.977.0384 12301 RESEARCH BLVD. BUILDING IV, SUITE 104 AUSTIN TEXAS 78759 www.carsondesign.com THIS DRAWING AND THE IDEAS, CONCEPTS AND DESIGNS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF CARSON DESIGN ASSOCIATES, AND ARE NOT TO BE USED OR REPRODUCED, WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF CARSON DESIGN ASSOCIATES. ® COPYRIGHT 2003 CARSON DESIGN ASSOCIATES STAMP DBED PREPARATION REQUIREMENTS: D 0 N ' T S ' TEST SOIL TO N E L L I N G R COUNTY SWCD ORMCOOPERATIVE EXTENSION OFFICE( FOR D I G DIG ENGINEERING, LLC ISTANCE AND ADDITIONAL SOILS INFORMATION) Q 13295 Meridian ConwsBlvd. IF SOIL pH IS UNSUITABLE FOR THE SPECIES TO BE SEEDED, BLIND Suile 142 LY LIME ACCORDING TO TEST RECOMMENDATIONS. 3 FERTIUZE AS RECOMMENDED BY THE SOIL TEST. IF TESTING WAS O C. IZ R�: Camlel, IN 46032 N DONE, CONSIDER APPLYING 400 -600 LBS. /ACRE OF 12 -0 -12 M(31 »663-3206 A Fax 017) 663 -3208 P LYSIS OR EQUIVALENT FERTIUZER (UNLESS SOILS TESTS SHOW SPHOkOUS DEFICIENCY. U r www.stnellin®ergxwn 4 TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED, WORKING THE W 1ILIZER AND UME INTO THE SOIL 2 -4 INCHES DEEP WITH A DISC 0 RAKE OPERATED ACROSS THE SLOPE. "HOLEY MOLEY" 1- 800 - 382 -5544 CALL TOLL FREE 17. REMOVE ANY SEDIMENT FROM DETENTION BASIN. 18. STABIUZE ANY BARE AREAS OF SITE. 19. TEMPORARY INLET PROTECTION SHALL REMAIN IN PLACE UNTIL ALL AREAS ARE STABIUZED. 20. SUBMIT NOTICE OF TERMINATION TO INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT. Lq- " CARSON DESIGN ASSOCIATES TEL 317.843.5979 FAX 317.843.5975 2325 POINTE PARKWAY SUITE 200 CARMEL INDIANA 46032 TEL 512.977.0520 FAX 512.977.0384 12301 RESEARCH BLVD. BUILDING IV, SUITE 104 AUSTIN TEXAS 78759 www.carsondesign.com THIS DRAWING AND THE IDEAS, CONCEPTS AND DESIGNS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF CARSON DESIGN ASSOCIATES, AND ARE NOT TO BE USED OR REPRODUCED, WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF CARSON DESIGN ASSOCIATES. ® COPYRIGHT 2003 CARSON DESIGN ASSOCIATES STAMP SHEET NUMBER: C303 SHEET OF W C= N W C/) Q CIO i an ^ O C. IZ R�: E C/) U U r Q � W y DATE / ISSUE / INITIALS: 9- 6- 06/TAC REVISIONS /GSS SQUARE FOOTAGE: DRAWING TITLE: STORMWATER POLLUTION PREVENTION DETAI JOB NO. 10670002 August 1, 2006 SHEET NUMBER: C303 SHEET OF