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Home My WebLink About007_C500_Erosion and Water Quality.PDF� �;n I i "_ ,k �o I I j� �o�e� �b ��,� ��o� x$�`O°j x�,y� x0,yti i � � x� x�� x0 X �30'RCP � � � i � � i r.. � � � i ry 1 : I I �g�ry � x o �j I �`�' °jy ,y� � � � i i � �e �o• ,�,'�a� �,y°' ��° �a, (C�Pnc.) I , ��CURB INLET �"s�� X� x x x� x� � � URB INLET TOR = 931.10 x �- � to = aa,.o, I iNv. = ss�.so �'� iu� = ez�.st i DRAINAGE MANHOLE � � +� 12"RCP . TOR = 831.91��-�..�j�` � � , �� ; p � + � , INV. N= 825.&R I� f� �:. ". 'I! .. �,h : = j I INV. S 826.01 i � I f1 �� „ W x�� INV. E = 826.86 � - �. , I � �� i INV. SE = 8�.6.01 ,) 1 � G�� I � � � � I I � �- �� m� �� m � ; � �' � i 4� � `� �j(Aaphalt) 4d o � 1 ; ; �, , . ' � � � � � � 6� i � i ��• � � �� W ��'� �; ; � � �.� , � , � , , � � ; � � ' � ' `; , , �� „�-- �---- � �� ' I ., ° � `t � �� ; � , � { � � �`,'�`. (Asa t) r l �, I , ". �-_ � Brick : � ;I �1 ` �� '� i - •� _ _....,'._ �_ _ .._ �_ _ _ ,_. �_ ,...,�.�- ...�.._ �- - - - - - - . = � , � , >� ; � � �i i � k�` � Y �� II -+n'x -`-' -- � �` � �, , (J i � � �� r � i x o j �} � � �, � DRAINAOE NANHOLE� � �� '� ' � � 'I � � TOR = 832.90 � � ' �� SANITARY MANHOLr � INV. N = 82B.BQ �' �� ' �TOR = 83Y.21 INV. S = 82B.73 '�� j� � � �i � INV. N= ec4.�1 INV. E= 827.b0 � i 1 2;-�, �, , iNv. s= a2a.,, �4 � � � f 1,� I INV. W= 825.1 i �; � x I � �� , , � , � w � W I � , � ; , ,.._ , .: ,,_ ,.� ,:_ � _ . ,..r � �_ _ _ � _ _ ._ _ � ._ _ � , _ ._ � r � � � / � � II �___� z= .. ;-____ -____ �; ; W +�W i , � � i i I I� '; � I EXISTING T�IP4I�RY GI�4VEl} I I` � � I : � ' I -.� � I � � I I� ., , � ,�4• W � �� ,� � j , � �. . -� o ��o��} 4, � � �` �-�, �� b`�'� �I �� Asphalt) � �I a rn � , ,�Y DRAINAGE IdANMOLE r� r, �i(� �� + I / > I II i' TOR = 831.87 'v' � ; `',` �„ , r 5 � , I ' iNv. N= azg.a�� i j� ��1 i � S ��" _ � ; ,I L �Nv. s azs.s� �" i > f � As Y'alf � �1 _ � I . �.F )� I INv. E- 827.92 , i,� , URe� IN � I� P�SEL7 `�FFICE BUILDING CURB INLET� i � � oR F a . CEL 7-C-2 .(BY OTHEf�S) - II TOR = 830J3 i ;° � d • W N ER CONSTRUCTION • �I '+ I I iNv. = sze.a; i� � , _ Ai R ,__ a N - � I 1 � � ; , PROP06ED '�J►►1ER � i � I I ' f ! � PARCEL ?-C-1 I I ' � �� ' _ I I. � � , '; ' � � � ; '; � � �., - � � i „, i ` _ ,�, i , „ � � , „ � , � � �, � � , - - � , � ; � �� I � mporary � � 'n link fanca i I � I ' � i � '3 i � � , � � � � ' ' 1 � ao'rc�R i , / 0 , , ; i � , ; � I . : � �' i ,, '', 'I a ,� / , , � � - � i 1 � ' � �i i � � o � � ' i �r-�, � � �� (Asqhalt) � � � �� ,:� � ' � � � � , r , � � € � � � j � - � � � k� (� � pv I �' TS � � � PROPOSED PARI{ING GARAGE � � I I � �+�` ' „ _ . � DRAINAGE MANHOLE � ' � � ' � � : � PARCEL 7-C-3 {BY OTHERS) � � � roa = a;o.eo � i �_1 ��-------�" �' UNDER CONSTRUCTION � a ' _ i ., -t'URB INLF7 � f ; a INV. N - 827.15 ,' _ � i� I .. ' �S T�R 829.94 �. _ , 'L _ �, . INV. E 827.20 � _ � C _ 'L � IKN. 82. .S , ��. � ; � CURB IN�+ � i �` � � r� _ 8�.o�a PR��OSED BASS PAY�MEN�� ; INV. � 827.37 i � ' I I I I • � � � Nc � � � 1 � � � ;I , s �----�----� >1� � � � � r"�, �� ° � � , I � ;�� ;, 30'RCP � I �INV. = 826.53 j I � � �OLE .NHOLE iB 24.81 ., � �COryC.� � ----- ---- -___� � I I� ,I � 'i � � � � � I ' J ; � �:� F URE �T9CE B LDING I;, � ' P RCEL �-4 I � I � 1--i � I ' ; � i >I � �;' '� I I I i 6p � . I� ��.. ❑ � I � I � ' tq po I � choir� Ilnk fence � �-_-_-�fl. I JG EN�R CEN DRA4NAGE 1 1 3rd Av . SW TOR � " INV. NE _ iHv s -------�---.---�� N = 82�,15 E = 82�4 fN = 82b 98 PROPOSED UN�ERGRflUN`� DE""1`E1�71C�N � ""` ""°�'"" INV. = 824.7 PARCEL 7-C-11 (BY OTHERS) --� . UNC3ER CONSTRUCTION e' tem chain �- - -1�-1�-1�-1�-1�- � :;� � �� ' � � � �� . � , � �� k ��Iv s2�'t, �,�� ;-,I�� ,�-----.uw��--- -«�-"� .�-�4,�i�r -----��....� --�*- � .. 8"CMP ` Yr W �„� - ..�.. y 6�� ? 6"s g�, �.,,_ �`�6 �� °� �` ' �� ' PROPOSED AQUA-SWIFtL BMP s �SANITARY MANHOLE ; � ; ' TOR = 830.32 �I �p INV. N= 823.60 . .�,yJ INV. S = 823.60 69 t is�� '� INV. W= 824.27 �0�' �0�1 �j (Asphalf) ' �8"CMP St'::;� �ra I O• s.� i :>�� ' � � ..,--a►------�f^_,..r _ _...,,ar�.,,. _�,..,__p�+r.,.... �„ ..-.- � , �� 1� x� EROSION AND WATER QUALITY PLAN SCALE: 1�= 6 0 � DANDY BA(��II Installatioa and Maiatenance Guidelines Inatallation: Remove the grate from catch basin. If uaing optional oil absorbents; placs abaorbent pillow in unit. Stand the grate on end. Move the top lifting atrapa out of tF� way and place the grote into the Dandy Bag II ao that the grate is below the top straps and above the lower straps. Holding the lifting devices, inaert the grate into the inle� Maintenance: Remove all accumulated sediment and debria from vicinit� of unit afte� each atomi event. Afte� each atornn event and at rogular intervals. look into the Dandy Bag II. If the containment aroa is moro than 1/3 full of sediment, the unit must be emptied. To empty unit, Iift the unft out of the inlet uaing the Iifting straps and remove the grota. If uaing optional oil abaorbenta; roplace abaorbent when nea� � saturotion. G� DANDY BAG II 0 o��o��o��o �rL�T 81R�P8 D�IiDY B1G�II s�rapna� �a�c rs �x oa�s �rovnr �� nv,�n�a ar� �.Lows Fox s�s�r REI[OVAL OF CONTZNTB OPEN TOP DUMPSTER SUMP DISCHARGE HOSE SEWN IN SPOUT DIRTBAGD (10'x15') Pvc QUA ' DR _ ry � fenc �� X. � 4 6 � m � I I �y� 6" DIA. CORRUGATED PERFORATED PLASTIC PIPE SLOPED TO TOP OF DANDY BAG II CURB AT EXISTING CURB INLET INLET PROTECTION o, PUMPED SEDIMENT REMOVAL o3 C500 NTS C200 SEEDING PREPARATION: 1 1/2"X 1 1/2"X 24" LONG � Y 0� N H��I� Y F I�P N IZER 50�0 E LATH TO SECURE TO F• p� N� 0 LIIY LL W4NC �10 GRO � � POLYPROPYLENEW EOTEX FABRIC �� S��JZ�RH�I��$S��C� OR RAKE �OPERATED ACROSS o (4.5 OZ/S.Q YARD) N SEEDING: W MAINTAIN BY REMOVING FlEL�E�CRTE A5 S2�DyyM� �XTURCD �BgASEDINGN BEST�S EE DING DA� THE ACRES � ACCUMULATED SILT SEE FlGURE 5-3, �IS SH�. DOWN SLOPE � FIGURE 5-2 PERMANENT SEED MIXTURE CUT CONTINUOUS TRENCH� 6" * - TO 8° DEEP & INSERT LOOSE �, o� � � W/ EXCAVATERD �MATERIAL & � ��" � � J��J � _� COMPACT = \� \'�� `' oJ�' � SPECIES �� J� �i� O� � � 2"X 2"X 36" LONG HARDWOOD LEVEL AND SLOPING, OPEN AREAS STAKES W/ ONE END 1,TALL FESCUE 35 .8 5.5-8.3 2 1 SHARPENED & SPACED 5'-0" O.C. Z (WHEN SHOWN AT CHAIN LINK SECURITY 2�RED CLOVER #* 25 .6 5.5-8.3 1 FENCE, OMIT STAKES & SECURE FABRIC 3.KENTUCKY BLUEGRASS 15 .4 5.5-7.5 2 1 TO FENCE IN AN APPROVED MANNER). CREEPING RED FUSCUE 15 .4 MAINTENANCE INSTRUCTIONS: STEEP BANKS AND CUTS 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH 4.TALL FESCUE 15 .4 5.8-7.5 2 1 2 STORM EVENT. KENTUCKY BLUEGRASS 25 .6 5.TALL FESCUE 35 8 5.5-8.3 2 1 2. IF FENCE FABRIC TEARS� STARTS TO DECOMPOSE, OR IN ANY EMERALD CROWNVEfCH�* 10 25 WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION WWNS AND HIGH MAINTENANCE AREAS IMMEDIATELY. 6.KENTUCKY BLUEGRASS 40 .9 5.8-7.5 2 1 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE CREEPING RED FUSCUE 40 .9 HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE 7.PERENNIAL RYEGRASS 170 4.0 5.0-7.5 1 FABRIC TO BULGE. RED CLOVER ** 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN g,TALL FESCUE 170 4.0 5.5-8.3 2 1 2 OUT. RE�RRE2 LLT��q� 5. AFTER THE CONTRIBUTING AREA HAS BEEN STABILIZED, REMOVE +* INOCU ATE WITH�SPECIFlC �INOCULANTSE 6' temporary chaln Ifnk fence 30'R f INV. �femporary ha1n Ilnk fencs �RAINAGE MANHOLE TOR = 832.69 INV. = 823.14 DRAINAGE IAANHOLE �70R = 832.36 If1Y. NE = 824.81 �29' INLET GRATE CONSTRUCTION SEQUENCE 1. NOTIFY IDEM AND HAMILTON COUNTY SWCD WITHIN 48 HOURS OF COMMENCING WORK. 2. POST THE N01 AND CONTACT INFORMATION OF THE PERSON ONSITE RESPONSIBLE FOR RULE 5. 3. APPOINT A PERSON TO BE RESPONSIBLE FOR THE WEEKLY AND AFTER EACH 1/2" RAINFALL SITE EVALUATIONS. 4. INSTALL TEMPORARY CONSTRUCTION ENTRANCE, SILT FENCE. 5. INSTALL INLET PROTECTION. 6. INSTALL WHEEL WASH AND CONCRETE WASHOUT. 7. INSTALL SHORING & EXCAVATE FOR LOWER LEVEL THEATER. 8. INSTALL UTILITIES AND STORM SEWERS. 9. BUILDING CONSTRUCTION AND BACKFILL EXCAVATION. 10. TEMPORARY SEED ROUGH GRADE BACKFILL. 11. FINAL GRADING AND PAVING. 12. REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER EXPOSED SOIL IS STABILIZED BY SODDING MULCHING. PLAN REQUIREMENT INDEX: DESCRIPTION OF MAINTENANCE GUIDELINES FOR POST CONSTRUCTION STORM WATER QUALITY MEASURE. (SEE ATTACHMENT) FOR STORMWATER QUALITY A VARIETY OF PROVEN BEST MANAGEMENT PRACTICES (BMP'S) ARE PROPOSED. STORM DRAINAGE FOR THE ENTIRE PARCEL 7 PROJECT AND PART OF PARCEL 5, THE PEDCOR CITY CENTER PROJECT, WAS DESIGNED AND INSTALLED SEVERAL YEARS AGO. PRIOR TO ENTERING THE UNDERGROUND DETENTION IT IS TREATED WITH A NOW EXISTING AQUA-SWIRL MANHOLE. AS PART OF THE PARCEL 7-C-3, PARKING GARAGE DESIGN, THE MULTIPLE HDPE PIPED DETENTION WILL BE REPLACED WITH A CONCRETE CHAMBER UNDER THE SOUTH END OF THE GARAGE. THE PARKING GARAGE PROJECT INCLUDED AN ACCESS DRIVE FROM 3rd AVE SW UTILIZING A BIO-AQUIFER STORM SYSTEM (BASS) PAVEMENT. STORM DRAINAGE FROM THIS THEATER PROJECT AND ADJACENT PAVEMENTS WILL BE ROUTED SOUTH ALONG THE WEST EDGE OF THE EXISTING ENERCY CENTER AND THEN EAST TO THE DETENTION CHAMBER OF THE PARKING GARAGE. IN THE SOUTH LEG STORM DRAINAGE WILL BE TREATED WITH AN AQUA-SWIRL STRUCTURAL BMP. THE OWNER AND MAINTAINENCE SERVICE WILL DEVELOPMENT A COMPREHENSIVE PLAN TO HELP REDUCE THE AMOUNT POLLUTANTS THAT RUN OFF THE SITE; THRU THE REDUCTION OF FERTILIZERS USE. CUTTING DOWN ON THE AMOUNT MOWING PER YEAR. � 0' 30' 60' 120' SCALE: ��= s o' NORTH NORTH INLET REMOVE ACCUMULATED SILT FILTER FABRIC BETWEEN FRAME AND GRATE � PVMT. 3271AC 15-5 PROJECT NOTES: A. CONSTRUCTION PLAN ELEMENTS 1. INDD( PER EROSION KEY & LEGEND THE CONTRACTOR SHALL PROVIDE A CONCRETE WASH-OUT AREA ROUGHLY 10X10 OR 15 X15 AND 2 FEET DEEP. THE CONTRACTOR SHALL DISPOSAL OF THE CONCRETE WASHOUT MATERIAL 2. SEE ATTACHED 11 �X17" PLAT. IN A APPOPRIATE MANNER ACCORDING STATE LAWS THAT GOVERN INDIANA. 3. THE PROJECT IS FOR THE CONSTRUCTION OF A PARKING GARAGE. THE FUELING AND TOP OFF OF VECHILES AND EQUIPMENT SHALL BE DONE IN A 4. FOR VICININ MAP SEE "COVER SHEET° DESIGNATED AREA WHERE THE FUEL THAT IS SPILL IS COLLECTED AND DISPOSED OF 5. SEE SURVEY FOR LEGAL DESCRIPTION OF PROJECT SITE IN AN APPROPRIATE MANNER ACCORDING TO STATE LAWS THAT GOVERN INDIANA. INCLUDING LATITUDE AND LONGITUDE. THE CONTRACTOR CAN PREVENT SOLID WASTE BY DAILY LITTER CONTROL AND HAVING A 6. SEE SITE PLANS AND DETAILS DUMPSTER ONSITE FOR COLLECTION. 7. HYDROLOGIC UNIT CODE IS (14 DIGIT) 05120201090030 8. NO STATE OR FEDERAL WATER QUALITY PERMITS ARE REQUIRED. THE CONTRACTOR WILL PROVIDE SUMP PUMPS TO HANDLE DEWATERING ACTIVITIES ASSOCIATED WITH THE BOTTOM OF THE FOUNDATION. ONCE THE HOLE IS DUG. THE CONTRACTOR 9. SEE SITE PLANS FOR STORMWATER DISCHARGE POINTS. WILL SLOPE THE BOTTOM OF THE FOUNDATION AND PROVIDE A SUMP PUMP TO 10. NO WEfLANDS, LAKES, OR WATER COURSES ARE ON OR ADJACENT KEEP THE FOUNDATION AS DRY AS POSSIBLE. TO THE SITE. 11. ULTIMATE RECEIVING WATER IS WHITE RIVER VIA CARMEL MUNICIPAL WASTE MATERIALS FROM VEHICLE MAINTENANCE ACTIVITIES ALSO DESERVE SPECIAL ATTENTION. PROPER STORM SEWERS. STORAGE OF MATERIALS AND PROPER DISPOSAL OF WASTE PRODUCTS IS IMPERATIVE. FOR EXAMPLE, WASTE OIL ANTIFREEZE SPENT SOLVENTS AND SOME OTHER LI UIDS CAN BE RECYCLED. SPENT 12. THERE IS NO VISIBLE POTENTIAL FOR GROUNDWATER RECHARGE. Q BATTERIES,� HOWEVER, SHOULD NOT BE DISCHARGED WITH TRASH, BUT MUST EITHER BE DISPOSED OF AS 13. THE ENTIRE SITE IS ABOVE THE 100 YEAR FLOOD ELEVATION. A HAZARDOUS WASTE OR RETURNED TO THE DEALER FROM WHOM THEY WERE PURCHASED. IN ADDITION, 14. 10 YEAR PREDEVELOPED RUNOFF = 2.24 CFS (ciA =(0.25) 6.98) 1.28) WHEN PERFORMING MAINTENANCE ON A VEHICLE, IT SHOULD BE DONE IN AN INDOOR GARAGE, NOT IN 10 YEAR POST DEVELOPED RUNOFF = 8.05 CFS (ciA =(0.9�(6.98�(1.28�) AN OUTDOOR PARKING AREA 15. THE ADJACENT LAND IS A MIX OF COMMERCIAL AND RESIDENTIAL. B14. SPILL RESPONSE PLAN 16. SEE SITE PLANS FOR CONSTRUCTION LIMITS. 17. D(ISTING VEGETATIVE COVER IS LAWN. ONCE A SPILL HAS OCCURRED THE PERSON OR PERSONS INVOLVED MUST IMMEDIATELY DO TWO THINGS. 18. SEE SOILS MAP ON COVER SHEEf. FIRST CONTACT THE GENERAL CONTRACTOR OR CONSTRUCTION MANAGER TO LEf THEM KNOW THAT THERE HAS BEEN A SPILL, AND WHAT WAS SPILLED. THE GENERAL CONTRACTOR OR 19. FOR STORMWATER SYSTEM SEE GRADING AND STORM DRAINAGE PLAN. CONSTRUCTION MANAGER WILL CONTACT THE OWNER OF THE PROPERTY IF THE SPILL REQUIRES THE 20. SEE SITE PLANS HAZARDOUS WASTE DEPARTMENT TO COME AND REMOVE THE SPILL. SECONDLY CLEAN UP THE SPILL USING THE APPROPRIATE METHODS APPROVED BY THE LOCAL HAZARDOUS WASTE DEPARTMENT. IF THERE 21. LACKING ADEQUATE UNPAVED AREAS FOR THE NEW PROJECT NO ROOM IS A SPILL THE CONTRACTOR DOES NOT KNOW HOW TO CLEAN UP OR IF THE MATERIAL SPILLED NEEDS IS AVAILABLE FOR THE STOCKPILING OF TOPSOIL AND IT WILL THEREFORE PROFESSIONAL REMOVAL THEN THE LOCAL HAZARDOUS WASTE DEPARTMENT MUST BE NOTIFlED OF THE BE REMOVED FROM THE SITE. OTHER SITE DEMOUTION MATERIALS SPILL, AND THE CONTRACTOR MUST HAVE A COMPANY ALREADY ON CALL TO CLEAN THE SPILL. IE. UNCONTAMINATED ROCKS, BRICKS, CONCRETE, ROAD DEMOLITION DEBRIS INCLUDING ASPHALT, MAY BE USED OFF-SITE AS FILL AS LONG AS IT LOCAL SPILL RESPONSE NUMBER 1 888-233-7745 (24 HOURS) IS NOT PLACED IN A WETLAND OR FLOODWAY, AND THE RECEIVING FACILITY HAS AN APPROVED WATER QUALITY PLAN IN PLACE. SELF - MONITORING PROGRAM DURING CONSTRUCTION 22. FOR D(ISTING TOPOGRAPHY SEE GRADING AND STORM DRAINAGE PLAN. A TRAINED INDNIDUAL SHALL PERFORM A WRITTEN EVALUATION OF THE PROJECT SITE BY THE END OF 23. FOR PROPOSED TOPOGRAPHY SEE GRADING AND STORM DRAINAGE PLAN. THE NEXT BUSINESS DAY FOLLOWING EACH STORM EVENT THAT EXCEEDS 0.5" AND 2. AT A MINIMUM OF B. STORMWATER POLLUTION PREVENTION PLAN ONE (1) TIME PER WEEK. THE EVALUATION MUST ADDRESS 1. POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES 1.) THE MAINTENANCE OF EXISTING STORM WATER QUALITY MEASURES TO ENSURE THEY ARE FUNCTIONING INCLUDE SEDIMENT, DUST, FUEL FROM FUELING OPERATIONS OR LEAKING PROPERLY; AND VEHICLES, TRACKED MUD, SOLID WASTES, HUMAN WASTES, AND CONCRETE 2,) IDENTIFY ADDITIONAL MEASURE NECESSARY TO REMAIN IN COMPLIANCE WITH ALL APPLICABLE WASHOUT WATER. THE SEDIMENT AND EROSION CONTROL PLANS IDENTIFY STATUTES AND RULES. MEASURES TO BE INCORPORATED AND THE CONTRACTOR WILL BE EXPECTED 3. WRITTEN EVALUATION REPORTS MUST INCLUDE: TO PROVIDE A PERSON RESPONSIBLE FOR AND TRAINED IN THESE � REQUIREMENTS. ' A. THE NAME OF THE INDIVIDUAL PERFORMING THE EVALUATION. ) 2. SEE EROSION CONTROL SEQUENCING AND MAINTENANCE SCHEDULE. THE B.) THE DATE OF THE EVALUATION. INITIAL INSPECTION WILL BE MADE PRIOR TO CLEARING AND EARTHWORK TO VERIFY EROSION CONTROL IS IN PLACE. C.) PROBLEMS IDENTIFIED AT THE PROJECT SITE. 3. THE SITE HAS AN EXISTING PAVED AREA THAT WILL BE MAINTAINED FOR D.) DETAILS OF CORRECTNE ACTIONS RECOMMEND AND COMPLETED. E. ALL EVALUATION REPORTS FOR THE PROJECT SITE MUST BE MADE AVAILABLE TO A CESS D P ROM �1 st AVE. LSW VIA A EW GRAVELECONSTR CITION ENTRANCE. THE INSPECTING AUTHORIN WITHIN FORTY-EIGHT (48) HOURS OF A REQUEST. ADJACENT WHEEL WASH AND CONCRETE WASHOUT AREAS WILL BE PROVIDED. C. POST CONSTRUCTION PHASE 4-12. SEE SEDIMENT AND EROSION CONTROL PLAN. 1. THE PROPOSED PROJECT WILL BE BUILT CONCURRENTLY WITH A PARKING 13. THE CONTRACTOR SHALL PROVIDE A LIST OF POSSIBLE POLLUTANTS GARAGE THAT SERVES BOTH THIS THEATER PROJECT AND THE CARMEL PAC. ALONG WITH MATERIAL SAFETY DATA SHEETS �MSDS_) ANTICIPATED GNEN THE SITES PROXIMITY TO THE PAC AND GARAGE WE CAN EXPECT FOR CONSTRUCTION ALONG WITH HANDLING P OCEDURES FOR HIGH PRIORITY MAINTENANCE. EVEN THOUGH THE PARKING AREAS CAN FOR EACH MATERIAL. THIS LIST SHALL DESCRIBE THE RESPONSE CONTRIBUTE THE TYPICAL POLLUTANTS ASSOCIATED WITH VEHICLES: REQUIRED IN CASE OF SPILLS. CONCRETE SPOILS FROM EQUIPMENT I.E. OIL, ANTIFREEZE, BRAKE FLUID AND DUST, TRANSMISSION FLUID, CLEANING WILL BE ALLOWED TO HARDEN AND REMOVED FROM THE RUBBER FRAGMENTS, FUELS, ROAD SURFACE GRIT, SEDIMENT WASHED SITE. OFF VEHICLES, DEICING CHEMICALS, AND ELEVATED RECEIVING WATER 14. SEE SEDIMENT AND EROSION CONTROL PLAN. TEMPERATURES. LANDSCAPE MAINTENANCE CAN GENERATE GRASS 15. NOT APPLICABLE. CLIPPINGS, AND FERTILIZER/PESTICIDE RUNOFF. 2. THE EROSION CONTROL PLAN NOTES BOTH PRE AND POST CONSTRUCTION B13.) SPILL PREVENTION PLANS SEQUENCING FOR STORMWATER QUALITY MEASURES. THE SITE ACREAGE IS 2.95 ACRES AND WITH R/W WORK DISTURBED ACREAGE IS 3.01 ACRES. USE CARE WHEN PERFORMING CONSTRUCTION, REPAIRS OR REMODEUNG 3. THE PROJECT PROVIDES THE ALL OF ITS PARKING IN THE PARKING GARAGE WHEN REPAIRING, REMODELING OR CONSTRUCTING BUILDINGS, THERE ARE SEVERAL KEY WHICH REDUCES THE AMOUNT OF PAVEMENT RUNOFF WITH ITS POLLUTION PREVENTION TECHNIQUES THAT CAN PREVENT ADVERSE EFFECTS ON NATURAL ASSOCIATED POLLUTANTS. SYSTEMS. PAINTS SHOULD BE MIXED WHERE SPILLS CAN BE RECOVERED OR CLEANED EASILY AND AN IMPERMEABLE GROUND CLOTH SHOULD BE USED WHILE PAINTING. PAINT THE LAWN ON THIS PROJECT HAS A SHALLOW SLOPE WHICH BUCKETS AND BARRELS OF MATERIALS SHOULD BE STORED AWAY FROM CONTACT WITH REDUCES THE AMOUNT OF HERBICIDES AND PESTICIDES THAT RUNOFF. FLOW INTO THE STORM SEWER. SIMILARLY THIS MINIMALLY SLOPED DURING PAINTING CLEANUP, IF A WATER-BASED PAINT WAS USED, BRUSHES AND EQUIPMENT �►WN WILL LET SOME POLLUTANTS SETTLE OUT BEFORE THEY REACH SHOULD BE CLEANED IN A SINK CONNECTED TO THE SANITARY SEWER; IF OIL-BASED PAINTS THE INLEf AND WILL INCREASE INFlLTRATION AND EVAPORATION OF WERE USED, THEY SHOULD BE STORED OR RECYCLED AND NOT BE DISPOSED OF IN THE STORMWATER RUNOFF. SINK OR STORM DRAIN. SPRAY PAINTING REQUIRES A FEW EXTRA PRECAUTIONS. TEMPORARY SCAFFOLDING SHOULD BE USED TO HANG DROP CLOTHES OR DRAPERIES TO THE STORM DRAINAGE SYSTEM IS A BMP SYSTEM LOCATED IN THE SHIELD THE USER FROM THE WIND, TO COLLECT OVERSPRAY AND TO MINIMIZE THE SOUTH BASEMENT LEVEL OF THE PARKING GARAGE. THIS SYSTEM WILL SPREADING OF WINDBLOWN MATERIALS. USERS SHOULD BE AWARE OF AIR QUALIIY ROUTED ALL SURFACE AND ROOF LINE WATER THROUGH THE BMP SYSTEM RESTRICTIONS ON SPRAY PAINTS THAT USE VOLATILE CHEMICALS AND CONSIDER WATER-BASED PROVEN EFFECTIVENESS IN REMOVING SEDIMENT AND FREE FLOATING OIL SPRAY PAINTS TO MINIMIZE ADVERSE EFFECTS ON AIR QUALITY. AND DEBRIS, PRIOR TO ENTERING THE LEGAL DRAIN SYSTEM. SAND BLASTING CAN BE CONTROLLED TO KEEP PARTICLES OFF OF PAVED SURFACES AND THE OWNER AND MAINTAINENCE SERVICE WILL DEVELOPMENT A OUT OF STORM DRAINS BY PLACING A TARP OR GROUND CLOTH BENEATH THE WORK TO COMPREHENSIVE PLAN TO HELP REDUCE THE AMOUNT POLLUTANTS CAPTURE THE BLASTING MEDIUM, PROTECT THE WORK AREA FROM WIND AND CAPTURE THAT RUN OFF THE SITE; THRU THE REDUCTION OF FERTILIZERS AIRBORNE PARTICLES USE. CUTTING DOWN ON THE AMOUNT MOWING PER YEAR. THE BEST WAY TO AVOID RUNOFF CONTAMINATION FROM SPILLED MATERIALS IS TO PREVENT 4. OUR PLANS DEfAIL A BMP CHOSEN FOR THEIR PROVEN ABILITY THE SPILL FROM OCCURRING. CAREFUL STORAGE OF MATERIALS IN SOUND, CLEARLY LABELED TO REMOVE DEBRIS AND OILS FROM THE STORMWATER RUNOFF. CONTAINERS AND REGULAR INSPECTION AND MAINTENANCE OF EQUIPMENT ARE KEY PRACTICES 5. THE PEDCOR DEVELOPERS HAVE DEMONSTRATED THEIR DESIRE TO MAINTAIN TO PREVENT SPILLS. MATERIALS STORED OUTSIDE SHOULD BE COVERED AND KEPT ON A THEIR DEVELOPMENT IN A MANNER CONSISTENT WITH THEIR IMAGE AND SERVICE PAVED AREA TO PROTECT THEM FROM BEING MOBILIZED BY WIND AND RUNOFF. IF NOT TO THE COMMUNITY. PAVED AREAS ARE KEPT SWEPT, LAWN TRIMMINGS ROOFED, THE STORAGE AREA SHOULD BE DESIGNED TO DRAIN WITH A SLIGHT SLOPE AND FALLEN LEAVES ARE PROMPTLY REMOVED FROM THE SITE. THE (APPROXIMATELY 1.5 PERCENT) TO AN AREA THAT WILL PROVIDE TREATMENT PRIOR TO STAFF WILL BE MADE AWARE THAT THE SEPARATORS NEED TO BE DISPOSAL RUNOFF FROM OTHER AREAS SHOULD BE EXCLUDED TO REDUCE THE VOLUME OF INSPECTED, WITH THE ACCUMULATED DEBRIS REMOVED WHEN NECESSARY. RUNOFF REQUIRING TREATMENT BY INSTALLING BERMS, CURBS OR DNERSIONS ON THE PERIMETER OF THE STORAGE AREA. SECONDARY CONTAINMENT SHOULD BE USED WHEN LIQUIDS ARE STORED AND RUNOFF OR SPILLS FROM THE CONTAINMENT AREA SHOULD BE DIRECTED TO THE SANITARY SEWER WHERE PERMISSIBLE OR TO AN APPROPRIATE STORAGE OR TREATMENT FACILITY FOR REUSE OR DISPOSAL. PROCEDURES SHOULD COVER SMALL, EASY TO HANDLE SPILLS AS WELL AS LARGE SPILLS THAT REQUIRE EMPLOYEES TO CONTACT EMERGENCY PERSONNEL THE PROCEDURES SHOULD EMPHASIZE THAT SPILLS MUST BE CLEANED UP PROMPTLY AND SHOULD SPECIFY HOW EACH TYPE OF MATERIAL SHOULD BE HANDLED. THE USE OF WATER FOR CLEANUP SHOULD BE STRONGLY DISCOURAGED. SHOP RAGS SHOULD BE USED FOR SMALL SPILLS OF NONVOLATILE CHEMICALS AND USED RAGS SHOULD BE SENT TO A PROFESSIONAL CLEANING SERVICE TO PREVENT THEM FROM CAUSING A POLLUTION PROBLEM IN A LANDFlLL OR OTHER DISPOSAL AREA. LARGER SPILLS SHOULD BE ABSORBED WITH VERMICULITE, SAWDUST, KITTY LITTER OR ABSORBENT "SNAKES.� DISPOSAL METHODS DEPEND ON THE HAZARD LEVEL OF THE SPILLED MATERIAL. NONVOLATILE LIQUIDS CAN BE CLEANED UP WITH A WET/DRY SHOP VACUUM AND DISPOSED OF WITH THE REST OF THE FACILITY'S WASTE. DRAINS OR INLETS TO STORM SEWERS SHOULD BE PLUGGED DURING SPILL REMEDIATION TO PREVENT OFF SITE EXPORT OF POLLUTANTS. TEMPORARY SEmING DATES: IN ORDER TO PREVENT SOILD WASTE BUILD UP CAN BE PREVENTED BY DAILY UTTER CONTROL AND HAVING DUMSTER ON SITE FOR COLLECTION JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC IT IS IMPORTANT WHEN WASHING AND MAINTAINING EQUIPMENT TO ADHERE TO CERTAIN WHEAT OR RYE POLLUTION PREVENTION MEASURES. WHEN CLEANING INDUSTRIAL EQUIPMENT, IN MOST CASES oArs THE RESULTING FLOW MUST BE DISCHARGED AS PROCESS WASTEWATER TO THE SANITARY ANNUAL RYEGRASS SEWER AND IS NOT ALLOWED IN STORM DRAINS. WHEN CLEANING GREASY EQUIPMENT OR TRUCKS, A SPECIAL CLEANING AREA SHOULD BE DESIGNATED AND EQUIPMENT INSTALLED TO MULCHING CAPTURE, PREfREAT AND DISCHARGE THE WASH WATER TO THE SANITARY SEWER. IN PERMANENT SEEDING DATES ADDITION, INSTRUCTIONAL SIGNS THAT PROHIBIT CHANGING VEHICLE OIL, WASHING WITH SOLVENTS AND OTHER ACTMTIES SHOULD BE POSTED IN NON-WASH AREAS. FlNALLY, SUMPS OR DRAIN LINES SHOULD BE INSTALLED TO COLLECT WASH WATER FOR TREATMENT AND NON-IRRIGATED* DISCHARGE TO THE SANITARY SEWER. IRRIGATED EROSION CONTROL SEQUENCING & MAINTENANCE SCHEDULE EROSION CONTROL MEASURE INSPECTION AND MAINTENANCE INSTALLATION/REMOVAL SEQUENCE EXISTING STONE ENTRANCE/LAYDOWN AREA * AS REQUIRED PRIOR TO CLEARING & EARTHWORK CONTINUOUS STRAW BALE FILTER. WEEKLY OR AFTER STORM EVENTS AS NEEDED PRIOR TO EARTHWORK STRAW BALE INLET SEDIMENT FILTER WEEKLY OR AFTER STORM EVENTS AS NEEDED AFTER ROUGH GRADING EXISTING INLET PROTECTION WEEKLY OR AFTER STORM EVENTS AS NEEDED PRIOR TO CLEARING & EARTHWORK FABRIC DROP INLET PROTECTION WEEKLY OR AFTER STORM EVENTS AS NEEDED AFTER STONE PAVEMENT BASE STONE WHEEL WASH AREA * WEEKLY OR AFTER STORM EVENTS AS NEEDED PRIOR TO CLEARING & EARTHWORK REMOVAL OF STRAW BALE INLET PROTECTION VERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED REMOVAL OF EXISTING INLET PROTECTION VERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED REMOVAL OF FABRIC DROP INLET PROTECTION VERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED REMOVAL OF STRAW BALE FILTER. VERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. PERMANENT * EXISTING STONE ENTRANCE/LAYDOWN AREA TO REMAIN AT THE COMPLEfION OF THIS WORK. SILT FENCE DETAIL o2 SURFACE STABILIZATION o4 FABRIC INLET PROTECTION o5 NTS C500 NTS C500 C500 DORMAT SEEDING** IRRIGATION NEEDED DURING THIS PERIOD. TO CONTROL EROSION AT TIMES OTHER THAN IN THE SHADED AREAS, USE MULCH. s LATE SUMMER SEEDING DATES MAY BE IXfENDED 5 DAYS IF MULCH IS APPLJED. ** INCREASE SEEDING APPUCATION BY 50X. FIGURE 5-3 TEMPORAR1f SEEDING: KIND OF SEED 1000 SQ.Ff. ACRE REMARKS WHEAT OR RYE 3.5 LBS. 2 BU. COVER SEED 1" TO 1-1/2" DEEP SPRING OATS 2.3 LBS. 3 BU. COVER SEED TO 1 DEEP ANNUAL RYEGRASS 1 LB. 40 LBS. COVER SEED TO 1 4 DEEP MULCH 1.5-2 TON ACRES * NOT NECESSARY WHERE MULCH IS APPUED. IF A SITE IS GOING TO BE UNDISTURBED FOR 15 DAYS OR MORE THEN TEMPORARY SEED WILL NEED TO BE INSTALLED. IF AT ANYTIME THE SEEDING CANNOT BE ESTABLISHED. THEN A MULCH OR SOME OTHER APPROVED GROUND STABILIZER WILL HAVE TO BE INSTALLED, PER APPROVAL OF THE STORM WATER CONSERVATION DEPARTMENT. TEMPORARY SURFACE STABILIZATION os NTS C500 EROSION CONTROL NOTES: 1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM TO THE STANDARDS, SPECIFICATIONS AND PROCEDURES OF THE CITY, COUNTY, OR OTHER GOVERNING AGENCIES, WHICHEVER HAS JURISDICTION. 2. SOIL EROSION CONTROL DEVICES AND PRACTICES WILL BE ESTABLISHED IMMEDIATELY BEFORE ANY CLEARING GRADING EXCAVATING, FILLING OR OTHER DISTURBANCE OF� NATURAL � TERRAIN. THE SITE WAS JUST RECENTLY CLEARED AND NO NATURAL VEGETATION REMAINS. 3. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL REMAIN IN PLACE DURING THE ENTIRE CONSTRUCTION PHASE. ONLY THOSE CONTROLS AND DEVICES THAT ARE TEMPORARY IN NATURE SHALL BE REMOVED OR MODIFlED TO ALLOW PROGRESS OF CONSTRUCTION. DAILY INSPECTIONS MUST BE MADE BY THE CONTRACTOR FOR EFFECTIVENESS OF THE EROSION AND SEDIMENT CONTROL DEVICES. NECESSARY REPAIRS OR REPLACEMENT MUST BE MADE WITHOUT DELAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CARE, MAINTENANCE REPAIR AND RECONSTRUCTION OF ALL DEVICES, CONTROLS AND ERODED AREAS. IF THE CONTRACT IS GIVEN TO THE EXCAVATING CONTRACTOR OR A SUBCONTRACTOR AND THEY FAIL TO MAINTAIN AND REPAIR ALL DAMAGE TO THE EROSION CONTROL DEVICES, THEN THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR THIS WORK AND ANY DAMAGE THAT MAY HAVE OCCURRED. 5. STRAW BALES, SILT FENCING AND OR GRAVEL PROTECTION SHALL BE USED AS INDICATED ON PLANS. IF LOCAL ORDINANCES DICTATE ALTERNATE EROSION CONTROL DEVICES AND DETAILS, IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO USE THE REQUIRED LOCAL DEVICES. 6. ALL MUD, DIRT OR GRAVEL SPILLED, TRACKED OR DUMPED ON PUBLIC OR PRIVATE STREETS, ROADS, DRIVEWAYS OR SIDEWALKS, MUST BE REMOVED PROMPTLY BY THE CONTRACTOR. 7. NO 100-YEAR FLOODPLAINS FLOODWAY FRINGES OR FLOODWAYS EXIST ON THE SITE. 8. IT IS NOT ANTICIPATED THAT STORM WATER WILL ENTER GROUND WATER ON THE SITE. THE CONTRACTOR SHALL HAVE THE TRASH PICKED UP 9. ON A DAILY ROUTINE DURING CONSTRUCTION. 10. THE CONTRACTOR SHALL PROVIDE A CONCRETE WASH-OUT AREA ROUGHLY 10X10 OR 15 X15 AND 2 FEET DEEP. THE CONTRACTOR SHALL DISPOSE OF THE CONCRETE WASHOUT MATERIAL IN A MANNER APPROPRIATE TO STATE LAWS THAT GOVERN INDIANA. 11. THE FUELING AND TOP OFF OF VEHICLES AND E UIPMENT SHALL Q BE DONE IN A DESIGNATED AREA WHERE THE FUEL THAT MAY SPILL IS COLLECTED AND DISPOSED OF IN A APPROPRIATE MANNER ACCORDING TO STATE LAWS THAT GOVERN INDIANA. LEGEND - PROPOSED PROPOSED STORM SEWER - - - - - CONSTRUCTION LIMITS TEMPORARY SECURITY FENCE S� SILT FENCE, SEE DETAIL 02/C500 � � D(ISTING TEMPORARY GRAVEL G W TEMPORARY GRAVEL WHEEL WASH AREA DB DANDY BAG INL PROTECTION, SEE DETAIL 01 C500 F FABRIC INLET P OTECTION, SEE DETAIL 05 C500 T S TEMPORARY SEED �', W CONCRETE WASH-OUT LOCATION PUMPED SEDIMENT REMOVAL SEE DETAIL 03/C500 LEGEND - PROPOSED PROPOSED STORM SEWER �� JERSEY BARRIER W/ SECURIN FENCE - � - � - � - CONSTRUCTION LIMITS TEMPORARY SECURIIY FENCE S F SILT FENCE, SEE DETAIL 04/C500 � � EXISTING TEMPORARY GRAVEL G W TEMPORARY GRAVEL WHEEL WASH AREA pB DANDY BAG INL PROTECTION, SEE DEfAIL 02 C500 T S TEMPORARY SEED C W CONCRETE WASH-OUT LOCATION STRAW BALE IN ET PROTECTION, SEE DETAIL 01 C500 HOLEY MOLEY SAYS, "DON'T DIG BLIND" 6 � 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA Owner: CARMEL THEATER DEVELOPMENT COMPANY 11711 North Pennsylvania Street, Suite 200 Carmel, Indiana 46032 317.573-6050 Architect: � �. �� ; . .� � PEDGOR DESIGN GROUP Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) En ineer: 9 CS� Architects ARCHITECTURE • INTERIOR DESIGN 280 East 96th Street, Suite 100 • Indianapolis, Indiana 46240 Main 317.848.7800 • Fax 317.574.0957 • csoinc.net OFFICE BLDG.7-C-2 PARKING 7- -9 GARAGE 7-C-3 7-C-4 E.C. 7-C-11 KEY PLAN SCALE� NTS PLAN I�tTH Project: � 1 � V � 1 � � � �..� � � � � �--� � � � U � � � � � Q C� N � � v M 1 U � � � � � � � � � � � � w '_ � z � � � � O ^ � � �--� J � � W W�� '_ � � � � O Q � � z � U � ^ o�� .� w � � � � - �--� � � Q J � J �' � � � COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTIDN TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATIDN IN DER�GATI�N OF COMMON LAW COPYRIGHT,INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS, ALL INFORMATIDN CONTAINED HEREIN CONSTITUTES THE �RIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. ND PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING �R BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED,COPIED, EXHIBITED,PHOTOGRAPHED,PUBLISHED,MODIFIED OR OTHERWISE DISTRIBUTEDIN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GRDUP, LLC, c COPYRIGHT 2006, 2007, 2008, 2009 JAMES R. STUTZMAN, AIA, INDIANAPOLIS. BID SET rin a e Sheet Issue Date 12/22/09 Drawn By Checked By KIRT GSS Last Revision Date: � � � � � � Project Number: Parcel 7C-1 Sheet Title: EROSION & WATER QUALITY PLAN Sheet Number: