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HomeMy WebLinkAbout05040026-28.10.r 0 v I 0 m 0 0 r 0 i E 0 0 N rn c d 0 1 0 0 0 0 O �1: 0 o N -o •- C, I . a =o } Z M m O o1.� -w '-'5 oa 0 r.� IN m -NOTE - THIS PLAN INDICATES EROSION CONTROL MEASURES REQUIRED AFTER SOIL STRIPPING AND PAD BUILDING HAS TAKEN PLACE. COORDINATE WITH DEVELOPER FOR MEASURES REQUIRED UNTIL PROPERTY TURNED OVER FOR DEVELOPMENT. COORDINATE WITH SOIL CONSERVATION DISTRICT REPRESENTATIVE FOR ANY OTHER MEASURES REQUIRED DUE TO SITE CONDITIONS. VICINITY MAP TO BE A TEMPORARY ACCESS PATH (NO SCALE) 1. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER EACH STORM EVENT OR HEAVY USE 2, RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL 3. TOPDRFSS WITH CLEAT STONE AS NEEDED. 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDNENT TRAP OR BASIN. 5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. CONSTRUCTION ENTRANCE 3' 3/8' TREATED PLYWOOD 48'x24' PAINTED WHITE CONCRETE BLACK LETTER 6' HEIGHT WASHOUT ,0.5' LAG SCREWS WOOD POST 3'x3'x8' 3' CONCRETE WASHOUT SIGN 12' FlLTREXX FILTER SOCK (WWW.nLTREXX.COM) BERM STAKE (TYP.) CTION UNE D ` -WARNING - THIS PLAN TO BE USED FOR EROSION CONTROL PURPOSES ONLY. SOILS MAP IECT LOCATION 10 MIL PLASTIC LINING TO EXTEND TO FILTREXX FILTER SOCK LATH & FLAGGING ON PLAN ALL SIDES 10 MIL PLASTIC LINING STAKE (TYP.) 12' FlLTREXX FILTER SOCK 3 SECTION a BERM NOTES: 1. WASHOUT LOCATION SHOWN ON EROSION CONTROL PLAN. 2. DRY CONCRETE TO BE REMOVED FROM SITE PERIODICALLY AND DISPOSED OF BY APPROVED METHODS. 3. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 3OFT. OF THE TEMP. CONCRETE WASHOUT FACILITY. CONCRETE WASHOUT NUI 10-sow TYPE BELOW GWE_ sm 9.DPF3 AT FIDE 30C 27'_ 25C 4 22. Z 20L = 17: G 151 J 12. W 10 0 75 N 5C 2° TEMP ROCK CHECK DAM (NO SCALE) NOTE LEXTEND ROCK AT LEAST 18 BEYOND THE CHANNEL BANKS. 2.SPACE CHECK DAMS So THAT THE TOE OF UPSTREAM DAM 6 THE SAME ELEVATION AS TOP OF THE DOWN5REAM DIM. 3.STABLQE CHANNEL ABOVE THE UPPERMOST DAM AND BELOW THE LOWERMOST DAM FOR A DISTANCE OF 6'. 7 SOILS TYPE LEGEND Br BROOKSTON SILTY CLAY LOAM THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THIS SOIL ARE A SEASONAL HIGH WATER TABLE, HIGH POTENTIAL FROST ACTION, MODERATE SHRINK -SWELL POTENTIAL, AND MODERATE PERMEABILITY. THIS SOIL HAS SEVERE LIMITATIONS FOR BUILDING SITES. THE SITES NEED TO BE ARTIFICIALLY DRAINED AND PROTECTED FROM FLOODING. DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED ON THIS SOIL USING PROPERLY AND FOOTINGS DESIGNED FOUNDATIONS HELPS TO PREVENT STRUCTURAL DAMAGE FROM FROST ACTION AND SHRINKING AND SWELLING OF THE SOIL. THIS SOIL HAS SEVERE LIMITATIONS FOR LOCAL ROADS AND STREETS BECAUSE OF SEASONAL HIGH WATER TABLE AND HIGH POTENTIAL FROST ACTION. INSTALLATION OF DRAINAGE DITCHES ALONG ROADS HELPS TO LOWER THE WATER TABLE AND PREVENT DAMAGE FROM FROST ACTION. THE BASE MATERIAL FOR ROADS AND STREETS SHOULD BE REPLACED OR STRENGTHENED WITH SUITABLE MATERIAL. CAA CROSBY SILT LOAM 0 TO 2 PERCENT SLOPES. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT THE ENGINEERING USES OF THIS SOIL ARE A SEASONAL HIGH WATER TABLE, MODERATE SHRINK -SWELL POTENTIAL, HIGH POTENTIAL FROST ACTION, AND SLOW PERMEABILITY. THIS SOIL HAS SOME SEVERE LIMITATIONS FOR BUILDING SITES. THE SITES NEED TO BE ARTIFICIALLY DRAINED TO PREVENT WETNESS FROM BECOMING A PROBLEM. DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED ON THIS SOIL. USING PROPERLY DRAINED FOUNDATIONS AND FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROM LOW STRENGTH AND SHRINKING AND SWELLING OF THE SOIL. THIS SOIL HAS SEVER LIMITATIONS FOR LOCAL ROADS AND STREETS. THE BASE MATERIAL FOR ROADS NEEDS TO BE STRENGTHENED OR REPLACED WITH SUITABLE MATERIAL. 4:1 J:1 SLOPE GRADIENT LINING r 4, ADDITIONAL STAPLES AS REQUIRED X » u ® X ® " ® X ® 8 X x CHANNEL LININGS UTILIZE STAPLE PATTERN 1 1/ 2 STAPLE PER SQ. YD. 'C' WITH ADDITIONAL STAPLES ON SIDE SLOPES. EROSION CONTROL BLANKET STAPLE PATTERN (NO SCALE) 10 9 CATCH BASIN/ DRAINAGE STRUCTURE 1'X2' HARDWOOD CROSSBRACING 2'X2'X36' HARDWOOD STAKES WITH POINTED END - AT5'O.C. 1/2' X 2' X 24' WOOD LATH AT EACH STAKE OVER FABRIC 36' WIDE NONWOVEN POLYPROPYLENE FABRIC REFER TO SILT FENCE SECTION FOR EMBEDMENT DETAIL 6 I 5 SECTION A - CONSTRUCTION PLAN ELEMENTS Al PLAN INDEX - SEE BELOW A2 11 "x17' PLAT - (REDUCTION OF EROSION CONTROL PLAN TO BE SUBMITTED WITH FULL SIZE PLAN) A3 PROJECT NARRATIVE - THIS IS A PROPOSED COMMERCIAL DEVELOPMENT ON APPROXIMATELY 0.23 ACRES. THE CONSTRUCTION SHALL CONSIST OF 1 BUILDING, ASPHALT PARKING AND SIDEWALKS. A4 VICINITY MAP - SEE UPPER LEFT CORNER OF THIS SHEET. A5 LEGAL DESCRIPTION - SEE UPPER RIGHT OF EROSION CONTROL PLAN; LAT: 39'56'16'N LONG: 86'09'15'W A6 LOCATION OF ALL LOTS AND PROPOSED SITE IMPROVEMENTS - SEE EROSION CONTROL PLAN A7 HYDROLOGIC UNIT CODE (14 DIGIT) - 05120201090060 A8 NOTATION OF ANY STATE OR FEDERAL WATER QUALITY PERMITS - NOT APPLICABLE A9 SPECIFIC POINTS WHERE STORMWATER DISCHARGE LEAVES SITE - SEE EROSION CONTROL PLAN AID LOCATION AND NAME OF WETLANDS, LAKES AND WATER COURSES ON AND ADJACENT TO SITE - SEE EROSION CONTROL PLAN All IDENTIFICATION OF ALL RECEIVING WATERS - WILLIAMS CREEK Al2 IDENTIFICATION OF POTENTIAL DISCHARGE TO GROUND WATER - NOT APPLICABLE A13 100 YEAR FLOODPLAINS, FLOODWAYS, AND FLOODWAY FRINGES - NOT APPLICABLE A14 PRE - CONSTRUCTION AND POST - CONSTRUCTION ESTIMATE OF PEAK DISCHARGE (10 YEAR) - Q10pre = 1.74 cfs Q10post = 2.43 cfs A15 ADJACENT LANDUSE INCLUDING UPSTREAM WATERSHED - SEE EROSION CONTROL PLAN A16 CONSTRUCTION LIMITS EROSIO N CONTROL SEE PLAN A17 IDENTIFICATION OF EXISTING VEGETATIVE COVER - GRASS, TREES AND LANDSCAPE BEDS A18 SOILS MAP W/ SOIL DESCRIPTIONS AND LIMITATIONS - SEE UPPER LEFT OF THIS SHEET A19 LOCATIONS, SIZE df: DIMENSIONS OF PROPOSED STORMWATER SYSTEMS - SEE EROSION CONTROL PLAN A20 PLANS FOR OFF -SITE CONSTRUCTION ACTIVITIES - NOT APPLICABLE A21 LOCATIONS OF PROPOSED SOIL STOCKPILES AND /OR BORROW/DISPOSAL AREAS - SEE EROSION CONTROL PLAN A22 EXISTING SITE TOPOGRAPHY - SEE EROSION CONTROL PLAN A23 PROPOSED FINAL TOPOGRAPHY - SEE EROSION CONTROL PLAN SECTION B - STORMWATER POLLUTION PREVENTION PLAN - CONSTRUCTION PHASE B1 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES - POTENTIAL POLLUTANTS FROM CONSTRUCTION PAVING; FROM CURBING SIDEWALKS OIL GREASE ASPHALT FROM G CONCRETE 0 ACTIVITY SUCH AS , ANTIFREEZE, GASOLINE AND DIESEL FUEL FROM CONSTRUCTION EQUIPMENT; SOIL EROSION; FERTILIZER AND PESTICIDES FROM LANDSCAPING AND TRASH SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AND /OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM. B2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION RELATIVE TO LAND DISTURBING ACTIVITIES - 1. CONSTRUCTION ENTRANCE - STRIP TOPSOIL AND PLACE STONE AT ACCESS POINT INTO SITE. 2. INSTALL SILT FENCING 3. EARTHWORK - STRIP TOPSOIL, BEGIN ROUGH GRADING AND PREPARE BUILDING PAD AND ROUGH GRADE. 4. SANITARY SEWER - INSTALL SANITARY SEWER SYSTEM 5. STORM SEWER - INSTALL STORM SEWERS SYSTEM AND INLET PROTECTION. 6. FINISH GRADING AND PERMANENT EROSION CONTROL - FINISH GRADE AND PERMANENTLY SEED ALL PROPERTY PERIMETER AREAS. 7. UTILITIES - COORDINATE INSTALLATION OF ALL UTILITIES. B. PAVEMENT - INSTALL STONE, BASE COURSES AND FINISHED GRADES FOR ENTRY DRIVE. 9. CLEANUP - CONTRACTOR SHALL SPOIL ALL EXCESS MATERIALS, REGRADE AND STABILIZE ALL AREAS DISTURBED BY UTILITY INSTALLATIONS AND RESEED. 10. FINAL LANDSCAPING - INSTALL FINAL LANDSCAPING AND WILDFLOWERS. 83 CONSTRUCTION ENTRANCE - SEE EROSION CONTROL PLAN AND SEE DETAIL IN LOWER LEFT CORNER OF THIS SHEET. 84 SEDIMENT CONTROL PLAN FOR SHEET FLOW AREAS -SEE EROSION CONTROL PLAN 85 SEDIMENT CONTROL PLAN FOR CONCENTRATED FLOW AREAS - N/A 86 STORM SEWER INLET PROTECTION MEASURE LOCATIONS AND SPECS - SEE EROSION CONTROL PLAN B7 RUNOFF CONTROL MEASURES - NOT APPLICABLE B8 STORM WATER OUTLET PROTECTION SPECS - RIP RAP CHECK DAM TO BE PLACED AT OUTLET LOCATION TO REDUCE VELOCITY AND EROSION. B9 GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECS - SEE EROSION CONTROL PLAN 910 STORMWATER QUALITY CONSTRU"ON DETAILS - SEE EROSION CONTROL PLAN B11 TEMPORARY SURFACE STABILIZATION METHOD FOR EACH SEASON - SEE SEASONAL SOIL PROTECTION CHART 812 PERMANENT SURFACE STABILIZATIONS - SEE SEASONAL SOIL PROTECTION CHART 813 MATERIAL HANDLING AND SPILL PREVENTION PLAN - POTENTIAL POLLUTANTS FROM CONSTRUCTION ACTIVITY SUCH AS ASPHALT FROM PAVING; CONCRETE FROM CURBING, SIDEWALKS. A CONCRETE WASHOUT AREA HAS BEEN DESIGNATED OIL, GREASE, ANTIFREEZE, GASOLINE AND DIESEL FUEL FROM CONSTRUCTION EQUIPMENT. IF THERE IS A SPILL FROM ONE OF THESE, IMMEDIATE CLEANUP SHOULD OCCURE.; SOIL ERO."!ON; FERTILIZER AND PESTICIDES FROM LANDSCAPING AND TRASH SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AND /OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM. SHALL MEET THE REQUIREMENTS OF IAC 2 -6.1. FOLLOW MATERIAL SAFETY DATA SHEET (MSDS) GUIDELINES FOR CONTAMINANTS PRESENT ON SITE. EX. FIRE DEPARTMENT: (317) 896 -5236, POLICE DEPARTMENT: (317) 896 -5236 B14 MONITORING AND MAINTENANCE GUIDELINES FOR EACH STORMWATER QUALITY MEASURE - SEE STORMWATER QUALITY CONSTRUCTION DETAILS 815 EROSION do SEDIMENT CONTROL SPECS - N/A 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. 2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY. 3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE HEIGHT OF THE FENCE OR 15 CAUSING FABRIC TO BULGE. 4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC. 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BRINGING DISTURBED AREA TO GRADE AND \ STABILIZE ff. 7 SILT FENCE INLET PROTECTION DETAIL (NO 1 POST 2' DIA. WOOD OR 1.33 LBS /FOOT STEEL 10' MAX. SPACING WIRE FENCE 14 GAGE - (MIN) -6' MESH SPACING (MAX) FASTENED BY 1- WIRE STAPLES, TIE WIRES, OR HOG RINGS FILTER FABRIC ALONG LENGTH - (NO JOINTS) STAPLE OR WIRE TO FENCE 4'X4' TRENCH TO BE-, BACKFILLED AND COMPACTED 4 3 SECTION 1- EMERGENCY RESPONSE NUMBERS EMERGENCY RESPONSE TO ANY LIFE THREATENING PROBLEM 911 CARMEL FIRE DEPARTMENT 911 CARMEL POLICE DEPARTMENT 911 INDIANA DEPARTMENT OF NATURAL RESOURCES 812- 477 -8773 INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT 317 - 233 -7745 HAMILTON COUNTY SOIL AND WATER 317- 776 -8495 SECTION 2 - MATERIAL HANDLING AND SPILL PREVENTION PLAN SECTION 2 Material Handling and Spill Prevention Plan: a ng D In order to minimize the release of potential pollutants during construction the Contractors 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. 1. Construction Equipment a. Fueling, lubrication and fluids: All operations involving the addition of fluids to equipment should be done in one location, as designated by the Construction Manager, 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 designed 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 socked 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 Construction Manager'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 container, 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 measure shown on the subject project 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 on the plans. Excessive dusting of sail 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 revegatated. b. Large waste materials created by cutting, sawing, drilling, or other operations shall be properly disposed of in suitable 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 to 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. If the use of lime is used to stabilize the soil of the site then all construction equipment used sholl be cleaned of all excess material with water in the maintenance and refueling area as shown within these plans. e. Nutrients and fertilizers shall only be used to establish rapid vegetation. When these products ore utilized, the user should pay strict attention to the products recommended usage. 3. Concrete Waste Water a. All concrete wastewater shall be disposed of in the designed area as directed by the Construction Manager. This area is to be a 3' deep, 10' square pit as detailed on the Erosion Control Plan. This area shall be inspected on a daily basis at a minimum. When this area becomes full, the pollutants shall be excavated, placed in an acceptable container and disposed of in proper manner, by the Excavation Contractor. 4. Point Products a. All excess point and their related products shall be disposed of in the manner at which the manufacturer suggests. Under NO circumstances will point or their related products be cleaned or disposed of in soil, sanitary sewers, storm sewers or detention basins. Any violation of this shall be reported to the job superintendent. In the event of accidentally contamination all efforts should be made to remove contaminants in an appropriate manner. The Carmel Fire Department should be contacted immediately to determine if further measures are needed. `- 2 -WOOD POSTS /STAKES WRAPPED WITH M v SILT FENCE AND ROTATED AT LEAST ONE Tn FULL TURN TO SECURE SILT FENCE END IN PLACE. DOWN - SLOPE F SILT FENCE SILT FENCE SECTION 5 (NO SCAW SILT FENCE ENDS (NO 4 I 3 2 I 1 312 IAC 16 -5-23 Spill reporting Authority: IC 14 -37 -3 Affected: IC 14-37 Section 23 (a) An owner or operator shall report all spills of oil or saltwater as required by Table No. 1 below: TABLE 1 SPILL REPORTING REQUIREMENTS IN Dept. of IN Dept. of Size and Location of the Spill Natural Reseurces Env. Man2gement More than 2000 gallons of oil or salt- Not more than 48 hrs water that is contained in a secondary after discovery of spill containment structure approved by the Dept. of Natural Resources More than 1000 gallons of oil or salt- Not more than 2 hours water that is not contained in a secondary after discovery of spill containment structure approved by the Dept. of Natural Resources Less than 1000 gallons but more than 42 Not more than 48 hours gallons of oil or saltwater that is not after the spill contained in a secondary containment structure approved by the Dept. of Natural Resources but is contained within the boundary of the facility. More than 55 gallons of oil that is not Not more than 2 hours contained within the boundary of the after discovery of spill facility. Less than 55 gallons of oil or salt- Not more than 48 hours water that is not contained within after the discovery of the boundary of a facility the spill Any spill of oil or saltwater that Not more than 2 hours enters waters of the State. after discovery of spill. Any spill of oil or saltwater: Not more than 2 hours (1) that has not been cleaned up after discovery of spill. in accordance with section 24 of this rule; or (2) for which cleanup has not been started in accordance with Section 24 of this rule. Any spill of less than 42 gallons of No report required. oil or saltwater that does not enter waters of the State. (b) Spills required by Table 1 to be reported to the Indiana Department of Natural Resources must be reported to the Evansville Field Office by telephone at (812)- 477 -8773, or by facsimile at (812)- 477 -8952. (c) Spills required by Table 1 to be reported to the Indiana Department of Environmental Management must be reported to the Office of Environmental Response of (317)- 233 -7745 or (888)- 233 -7745 (toll free in Indiana). (d) Each report of a spill must include all of the following information. 1. The name, address, and telephone number of the person making the report. 2. The name, address, and telephone number of a contact person, if different than the person making the report. 3. The location of the spill, including lease name, township, range and section. 4. The time of the spill. 5. The identification of the substance spilled. 6. The approximate quantity of the substance that has been spilled or may be spilled. 7. The duration of the spill. 8. The source of the spill. 9. The name and location of waters damaged. 10. The identity of any response organization responding to the spill. 11. What measures have been or will be undertaken to perform a spill response. 12. Any other information that may be significant to the response action. (Noturol Resources Commission; 312 1AC 15 -5 -2'• fired Sept. 11, 2000, 3:31 PV: 24: 1R 279) 312 IAC 16 -5-24 Spill Cleanup Authonty: IC 14 -37 -3 Affected: IC 14-37 Section 24 (a) An owner or operator shall clean up soils of oil, fluids contaminated with oil, or saltwater as required by this section. (b) Oil or fluid contaminated with oil that is confined within a secondary containment structure or collected as required by Section 22 of this rule must be: 1. remove within seventy -two (72) hours; 2. placed in a non - leaking storage tank; and 3. managed or disposed of in accordance with Section 27(a) of this rule. (c) Saltwater that is confined within a secondary containment structure or collected as required by Section 22 of this rule must be: 1. removed within seventy -two (72) hours; 2. placed in a non - leaking storage tank; and 3. disposed of in accordance with Section 27(b) of this rule. (d) Fluid placed in anon- leaking storage tank under subsection (b) or subsection (c) must be disposed of in accordance with Section 27 or this rule with in thirty (30) days after discovery of the spill unless additional time is approved by the division. (e) Soils contaminated with more than one (1) gallon of oil must be cleaned up as follows: 1. Soils that meet the conditions for remediation in Section 25(c) of this rule may be: a. remediate at the facility as required by Section 25 of this rule b. applied to lease roads in accordance with Section 27(o)(1) of this rule; or c. excavated and disposed of as required by Section 27(d) of this rule. 2. Soils that do not meet the conditions for remediation in Section 25(c) of this rule must be excavated and disposed of as required by Section 27(e) of this rule. (f) Soils contaminated with saltwater must be cleaned up as required by Section 26 of this rule. (g) Soils contaminated with oil that will be remediate under Section 25 of this rule must be managed to prevent discharge of oil to unaffected soil or waters of the State. (Noturol Resources Commission; 312 /AC 15 -5 -24; filed Sept. 17, 2000, 3:31 PV: 24 1R 2 80) 2 Call 1- 800 - 382 -5544 2 WORKING DAYS BEFORE YOU DIG. "1 T'S THE LA W51 INDIANA UNDERGROUND PROTECTION SERVICE, INC. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND ARE SPECULATIVE IN NATURE THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION Pwx � MaLW TOLL ,-> E • -.4%0 00 *- + IT O Fi in IT W CV►N [� 00 00 0 q M M 0 0 00 ia4 w� w U o� E �z �a A4 C/1 � Z ao H wW T� a> v O 14 00 N WD un W�z xxj1.4 rA Z U R Wz � w 5 r, U .. 0 G v 0 Z00 CJ ra 0 0 r4 CD E-°. I° �°,�Q, AE al 0 qq U 6i 4 CC3 ao �� W o x C U a A3 w A U a w c ra ° Z 0 in a ,,\\\ �S YC. S HINNY %,,���i �.\STfR�;.. �9 6 y N0. _ 10200392' STATE OF sS/ONAI. o _ �tftL D JAMES K. SHINNEMAN P.E. 10200392 C B W C ^ o C d B Q C z U A � ti Z B � B 7 SOILS TYPE LEGEND Br BROOKSTON SILTY CLAY LOAM THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THIS SOIL ARE A SEASONAL HIGH WATER TABLE, HIGH POTENTIAL FROST ACTION, MODERATE SHRINK -SWELL POTENTIAL, AND MODERATE PERMEABILITY. THIS SOIL HAS SEVERE LIMITATIONS FOR BUILDING SITES. THE SITES NEED TO BE ARTIFICIALLY DRAINED AND PROTECTED FROM FLOODING. DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED ON THIS SOIL USING PROPERLY AND FOOTINGS DESIGNED FOUNDATIONS HELPS TO PREVENT STRUCTURAL DAMAGE FROM FROST ACTION AND SHRINKING AND SWELLING OF THE SOIL. THIS SOIL HAS SEVERE LIMITATIONS FOR LOCAL ROADS AND STREETS BECAUSE OF SEASONAL HIGH WATER TABLE AND HIGH POTENTIAL FROST ACTION. INSTALLATION OF DRAINAGE DITCHES ALONG ROADS HELPS TO LOWER THE WATER TABLE AND PREVENT DAMAGE FROM FROST ACTION. THE BASE MATERIAL FOR ROADS AND STREETS SHOULD BE REPLACED OR STRENGTHENED WITH SUITABLE MATERIAL. CAA CROSBY SILT LOAM 0 TO 2 PERCENT SLOPES. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT THE ENGINEERING USES OF THIS SOIL ARE A SEASONAL HIGH WATER TABLE, MODERATE SHRINK -SWELL POTENTIAL, HIGH POTENTIAL FROST ACTION, AND SLOW PERMEABILITY. THIS SOIL HAS SOME SEVERE LIMITATIONS FOR BUILDING SITES. THE SITES NEED TO BE ARTIFICIALLY DRAINED TO PREVENT WETNESS FROM BECOMING A PROBLEM. DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED ON THIS SOIL. USING PROPERLY DRAINED FOUNDATIONS AND FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROM LOW STRENGTH AND SHRINKING AND SWELLING OF THE SOIL. THIS SOIL HAS SEVER LIMITATIONS FOR LOCAL ROADS AND STREETS. THE BASE MATERIAL FOR ROADS NEEDS TO BE STRENGTHENED OR REPLACED WITH SUITABLE MATERIAL. 4:1 J:1 SLOPE GRADIENT LINING r 4, ADDITIONAL STAPLES AS REQUIRED X » u ® X ® " ® X ® 8 X x CHANNEL LININGS UTILIZE STAPLE PATTERN 1 1/ 2 STAPLE PER SQ. YD. 'C' WITH ADDITIONAL STAPLES ON SIDE SLOPES. EROSION CONTROL BLANKET STAPLE PATTERN (NO SCALE) 10 9 CATCH BASIN/ DRAINAGE STRUCTURE 1'X2' HARDWOOD CROSSBRACING 2'X2'X36' HARDWOOD STAKES WITH POINTED END - AT5'O.C. 1/2' X 2' X 24' WOOD LATH AT EACH STAKE OVER FABRIC 36' WIDE NONWOVEN POLYPROPYLENE FABRIC REFER TO SILT FENCE SECTION FOR EMBEDMENT DETAIL 6 I 5 SECTION A - CONSTRUCTION PLAN ELEMENTS Al PLAN INDEX - SEE BELOW A2 11 "x17' PLAT - (REDUCTION OF EROSION CONTROL PLAN TO BE SUBMITTED WITH FULL SIZE PLAN) A3 PROJECT NARRATIVE - THIS IS A PROPOSED COMMERCIAL DEVELOPMENT ON APPROXIMATELY 0.23 ACRES. THE CONSTRUCTION SHALL CONSIST OF 1 BUILDING, ASPHALT PARKING AND SIDEWALKS. A4 VICINITY MAP - SEE UPPER LEFT CORNER OF THIS SHEET. A5 LEGAL DESCRIPTION - SEE UPPER RIGHT OF EROSION CONTROL PLAN; LAT: 39'56'16'N LONG: 86'09'15'W A6 LOCATION OF ALL LOTS AND PROPOSED SITE IMPROVEMENTS - SEE EROSION CONTROL PLAN A7 HYDROLOGIC UNIT CODE (14 DIGIT) - 05120201090060 A8 NOTATION OF ANY STATE OR FEDERAL WATER QUALITY PERMITS - NOT APPLICABLE A9 SPECIFIC POINTS WHERE STORMWATER DISCHARGE LEAVES SITE - SEE EROSION CONTROL PLAN AID LOCATION AND NAME OF WETLANDS, LAKES AND WATER COURSES ON AND ADJACENT TO SITE - SEE EROSION CONTROL PLAN All IDENTIFICATION OF ALL RECEIVING WATERS - WILLIAMS CREEK Al2 IDENTIFICATION OF POTENTIAL DISCHARGE TO GROUND WATER - NOT APPLICABLE A13 100 YEAR FLOODPLAINS, FLOODWAYS, AND FLOODWAY FRINGES - NOT APPLICABLE A14 PRE - CONSTRUCTION AND POST - CONSTRUCTION ESTIMATE OF PEAK DISCHARGE (10 YEAR) - Q10pre = 1.74 cfs Q10post = 2.43 cfs A15 ADJACENT LANDUSE INCLUDING UPSTREAM WATERSHED - SEE EROSION CONTROL PLAN A16 CONSTRUCTION LIMITS EROSIO N CONTROL SEE PLAN A17 IDENTIFICATION OF EXISTING VEGETATIVE COVER - GRASS, TREES AND LANDSCAPE BEDS A18 SOILS MAP W/ SOIL DESCRIPTIONS AND LIMITATIONS - SEE UPPER LEFT OF THIS SHEET A19 LOCATIONS, SIZE df: DIMENSIONS OF PROPOSED STORMWATER SYSTEMS - SEE EROSION CONTROL PLAN A20 PLANS FOR OFF -SITE CONSTRUCTION ACTIVITIES - NOT APPLICABLE A21 LOCATIONS OF PROPOSED SOIL STOCKPILES AND /OR BORROW/DISPOSAL AREAS - SEE EROSION CONTROL PLAN A22 EXISTING SITE TOPOGRAPHY - SEE EROSION CONTROL PLAN A23 PROPOSED FINAL TOPOGRAPHY - SEE EROSION CONTROL PLAN SECTION B - STORMWATER POLLUTION PREVENTION PLAN - CONSTRUCTION PHASE B1 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES - POTENTIAL POLLUTANTS FROM CONSTRUCTION PAVING; FROM CURBING SIDEWALKS OIL GREASE ASPHALT FROM G CONCRETE 0 ACTIVITY SUCH AS , ANTIFREEZE, GASOLINE AND DIESEL FUEL FROM CONSTRUCTION EQUIPMENT; SOIL EROSION; FERTILIZER AND PESTICIDES FROM LANDSCAPING AND TRASH SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AND /OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM. B2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION RELATIVE TO LAND DISTURBING ACTIVITIES - 1. CONSTRUCTION ENTRANCE - STRIP TOPSOIL AND PLACE STONE AT ACCESS POINT INTO SITE. 2. INSTALL SILT FENCING 3. EARTHWORK - STRIP TOPSOIL, BEGIN ROUGH GRADING AND PREPARE BUILDING PAD AND ROUGH GRADE. 4. SANITARY SEWER - INSTALL SANITARY SEWER SYSTEM 5. STORM SEWER - INSTALL STORM SEWERS SYSTEM AND INLET PROTECTION. 6. FINISH GRADING AND PERMANENT EROSION CONTROL - FINISH GRADE AND PERMANENTLY SEED ALL PROPERTY PERIMETER AREAS. 7. UTILITIES - COORDINATE INSTALLATION OF ALL UTILITIES. B. PAVEMENT - INSTALL STONE, BASE COURSES AND FINISHED GRADES FOR ENTRY DRIVE. 9. CLEANUP - CONTRACTOR SHALL SPOIL ALL EXCESS MATERIALS, REGRADE AND STABILIZE ALL AREAS DISTURBED BY UTILITY INSTALLATIONS AND RESEED. 10. FINAL LANDSCAPING - INSTALL FINAL LANDSCAPING AND WILDFLOWERS. 83 CONSTRUCTION ENTRANCE - SEE EROSION CONTROL PLAN AND SEE DETAIL IN LOWER LEFT CORNER OF THIS SHEET. 84 SEDIMENT CONTROL PLAN FOR SHEET FLOW AREAS -SEE EROSION CONTROL PLAN 85 SEDIMENT CONTROL PLAN FOR CONCENTRATED FLOW AREAS - N/A 86 STORM SEWER INLET PROTECTION MEASURE LOCATIONS AND SPECS - SEE EROSION CONTROL PLAN B7 RUNOFF CONTROL MEASURES - NOT APPLICABLE B8 STORM WATER OUTLET PROTECTION SPECS - RIP RAP CHECK DAM TO BE PLACED AT OUTLET LOCATION TO REDUCE VELOCITY AND EROSION. B9 GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECS - SEE EROSION CONTROL PLAN 910 STORMWATER QUALITY CONSTRU"ON DETAILS - SEE EROSION CONTROL PLAN B11 TEMPORARY SURFACE STABILIZATION METHOD FOR EACH SEASON - SEE SEASONAL SOIL PROTECTION CHART 812 PERMANENT SURFACE STABILIZATIONS - SEE SEASONAL SOIL PROTECTION CHART 813 MATERIAL HANDLING AND SPILL PREVENTION PLAN - POTENTIAL POLLUTANTS FROM CONSTRUCTION ACTIVITY SUCH AS ASPHALT FROM PAVING; CONCRETE FROM CURBING, SIDEWALKS. A CONCRETE WASHOUT AREA HAS BEEN DESIGNATED OIL, GREASE, ANTIFREEZE, GASOLINE AND DIESEL FUEL FROM CONSTRUCTION EQUIPMENT. IF THERE IS A SPILL FROM ONE OF THESE, IMMEDIATE CLEANUP SHOULD OCCURE.; SOIL ERO."!ON; FERTILIZER AND PESTICIDES FROM LANDSCAPING AND TRASH SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AND /OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM. SHALL MEET THE REQUIREMENTS OF IAC 2 -6.1. FOLLOW MATERIAL SAFETY DATA SHEET (MSDS) GUIDELINES FOR CONTAMINANTS PRESENT ON SITE. EX. FIRE DEPARTMENT: (317) 896 -5236, POLICE DEPARTMENT: (317) 896 -5236 B14 MONITORING AND MAINTENANCE GUIDELINES FOR EACH STORMWATER QUALITY MEASURE - SEE STORMWATER QUALITY CONSTRUCTION DETAILS 815 EROSION do SEDIMENT CONTROL SPECS - N/A 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. 2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY. 3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE HEIGHT OF THE FENCE OR 15 CAUSING FABRIC TO BULGE. 4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC. 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BRINGING DISTURBED AREA TO GRADE AND \ STABILIZE ff. 7 SILT FENCE INLET PROTECTION DETAIL (NO 1 POST 2' DIA. WOOD OR 1.33 LBS /FOOT STEEL 10' MAX. SPACING WIRE FENCE 14 GAGE - (MIN) -6' MESH SPACING (MAX) FASTENED BY 1- WIRE STAPLES, TIE WIRES, OR HOG RINGS FILTER FABRIC ALONG LENGTH - (NO JOINTS) STAPLE OR WIRE TO FENCE 4'X4' TRENCH TO BE-, BACKFILLED AND COMPACTED 4 3 SECTION 1- EMERGENCY RESPONSE NUMBERS EMERGENCY RESPONSE TO ANY LIFE THREATENING PROBLEM 911 CARMEL FIRE DEPARTMENT 911 CARMEL POLICE DEPARTMENT 911 INDIANA DEPARTMENT OF NATURAL RESOURCES 812- 477 -8773 INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT 317 - 233 -7745 HAMILTON COUNTY SOIL AND WATER 317- 776 -8495 SECTION 2 - MATERIAL HANDLING AND SPILL PREVENTION PLAN SECTION 2 Material Handling and Spill Prevention Plan: a ng D In order to minimize the release of potential pollutants during construction the Contractors 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. 1. Construction Equipment a. Fueling, lubrication and fluids: All operations involving the addition of fluids to equipment should be done in one location, as designated by the Construction Manager, 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 designed 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 socked 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 Construction Manager'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 container, 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 measure shown on the subject project 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 on the plans. Excessive dusting of sail 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 revegatated. b. Large waste materials created by cutting, sawing, drilling, or other operations shall be properly disposed of in suitable 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 to 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. If the use of lime is used to stabilize the soil of the site then all construction equipment used sholl be cleaned of all excess material with water in the maintenance and refueling area as shown within these plans. e. Nutrients and fertilizers shall only be used to establish rapid vegetation. When these products ore utilized, the user should pay strict attention to the products recommended usage. 3. Concrete Waste Water a. All concrete wastewater shall be disposed of in the designed area as directed by the Construction Manager. This area is to be a 3' deep, 10' square pit as detailed on the Erosion Control Plan. This area shall be inspected on a daily basis at a minimum. When this area becomes full, the pollutants shall be excavated, placed in an acceptable container and disposed of in proper manner, by the Excavation Contractor. 4. Point Products a. All excess point and their related products shall be disposed of in the manner at which the manufacturer suggests. Under NO circumstances will point or their related products be cleaned or disposed of in soil, sanitary sewers, storm sewers or detention basins. Any violation of this shall be reported to the job superintendent. In the event of accidentally contamination all efforts should be made to remove contaminants in an appropriate manner. The Carmel Fire Department should be contacted immediately to determine if further measures are needed. `- 2 -WOOD POSTS /STAKES WRAPPED WITH M v SILT FENCE AND ROTATED AT LEAST ONE Tn FULL TURN TO SECURE SILT FENCE END IN PLACE. DOWN - SLOPE F SILT FENCE SILT FENCE SECTION 5 (NO SCAW SILT FENCE ENDS (NO 4 I 3 2 I 1 312 IAC 16 -5-23 Spill reporting Authority: IC 14 -37 -3 Affected: IC 14-37 Section 23 (a) An owner or operator shall report all spills of oil or saltwater as required by Table No. 1 below: TABLE 1 SPILL REPORTING REQUIREMENTS IN Dept. of IN Dept. of Size and Location of the Spill Natural Reseurces Env. Man2gement More than 2000 gallons of oil or salt- Not more than 48 hrs water that is contained in a secondary after discovery of spill containment structure approved by the Dept. of Natural Resources More than 1000 gallons of oil or salt- Not more than 2 hours water that is not contained in a secondary after discovery of spill containment structure approved by the Dept. of Natural Resources Less than 1000 gallons but more than 42 Not more than 48 hours gallons of oil or saltwater that is not after the spill contained in a secondary containment structure approved by the Dept. of Natural Resources but is contained within the boundary of the facility. More than 55 gallons of oil that is not Not more than 2 hours contained within the boundary of the after discovery of spill facility. Less than 55 gallons of oil or salt- Not more than 48 hours water that is not contained within after the discovery of the boundary of a facility the spill Any spill of oil or saltwater that Not more than 2 hours enters waters of the State. after discovery of spill. Any spill of oil or saltwater: Not more than 2 hours (1) that has not been cleaned up after discovery of spill. in accordance with section 24 of this rule; or (2) for which cleanup has not been started in accordance with Section 24 of this rule. Any spill of less than 42 gallons of No report required. oil or saltwater that does not enter waters of the State. (b) Spills required by Table 1 to be reported to the Indiana Department of Natural Resources must be reported to the Evansville Field Office by telephone at (812)- 477 -8773, or by facsimile at (812)- 477 -8952. (c) Spills required by Table 1 to be reported to the Indiana Department of Environmental Management must be reported to the Office of Environmental Response of (317)- 233 -7745 or (888)- 233 -7745 (toll free in Indiana). (d) Each report of a spill must include all of the following information. 1. The name, address, and telephone number of the person making the report. 2. The name, address, and telephone number of a contact person, if different than the person making the report. 3. The location of the spill, including lease name, township, range and section. 4. The time of the spill. 5. The identification of the substance spilled. 6. The approximate quantity of the substance that has been spilled or may be spilled. 7. The duration of the spill. 8. The source of the spill. 9. The name and location of waters damaged. 10. The identity of any response organization responding to the spill. 11. What measures have been or will be undertaken to perform a spill response. 12. Any other information that may be significant to the response action. (Noturol Resources Commission; 312 1AC 15 -5 -2'• fired Sept. 11, 2000, 3:31 PV: 24: 1R 279) 312 IAC 16 -5-24 Spill Cleanup Authonty: IC 14 -37 -3 Affected: IC 14-37 Section 24 (a) An owner or operator shall clean up soils of oil, fluids contaminated with oil, or saltwater as required by this section. (b) Oil or fluid contaminated with oil that is confined within a secondary containment structure or collected as required by Section 22 of this rule must be: 1. remove within seventy -two (72) hours; 2. placed in a non - leaking storage tank; and 3. managed or disposed of in accordance with Section 27(a) of this rule. (c) Saltwater that is confined within a secondary containment structure or collected as required by Section 22 of this rule must be: 1. removed within seventy -two (72) hours; 2. placed in a non - leaking storage tank; and 3. disposed of in accordance with Section 27(b) of this rule. (d) Fluid placed in anon- leaking storage tank under subsection (b) or subsection (c) must be disposed of in accordance with Section 27 or this rule with in thirty (30) days after discovery of the spill unless additional time is approved by the division. (e) Soils contaminated with more than one (1) gallon of oil must be cleaned up as follows: 1. Soils that meet the conditions for remediation in Section 25(c) of this rule may be: a. remediate at the facility as required by Section 25 of this rule b. applied to lease roads in accordance with Section 27(o)(1) of this rule; or c. excavated and disposed of as required by Section 27(d) of this rule. 2. Soils that do not meet the conditions for remediation in Section 25(c) of this rule must be excavated and disposed of as required by Section 27(e) of this rule. (f) Soils contaminated with saltwater must be cleaned up as required by Section 26 of this rule. (g) Soils contaminated with oil that will be remediate under Section 25 of this rule must be managed to prevent discharge of oil to unaffected soil or waters of the State. (Noturol Resources Commission; 312 /AC 15 -5 -24; filed Sept. 17, 2000, 3:31 PV: 24 1R 2 80) 2 Call 1- 800 - 382 -5544 2 WORKING DAYS BEFORE YOU DIG. "1 T'S THE LA W51 INDIANA UNDERGROUND PROTECTION SERVICE, INC. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND ARE SPECULATIVE IN NATURE THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION Pwx � MaLW TOLL ,-> E • -.4%0 00 *- + IT O Fi in IT W CV►N [� 00 00 0 q M M 0 0 00 ia4 w� w U o� E �z �a A4 C/1 � Z ao H wW T� a> v O 14 00 N WD un W�z xxj1.4 rA Z U R Wz � w 5 r, U .. 0 G v 0 Z00 CJ ra 0 0 r4 CD E-°. I° �°,�Q, AE al 0 qq U 6i 4 CC3 ao �� W o x C U a A3 w A U a w c ra ° Z 0 in a ,,\\\ �S YC. S HINNY %,,���i �.\STfR�;.. �9 6 y N0. _ 10200392' STATE OF sS/ONAI. o _ �tftL D JAMES K. SHINNEMAN P.E. 10200392 PROJECT NO. w07.0080 a W ^ o ^^ 0 d C Q W � z U � ti Z � a ~ Z ~ 0 O W E-4 ts m E 1.4 ~ c a U3 � � o 0 W � N F�+/1 CO o ° SHEET NO. C104a PROJECT NO. w07.0080