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Home My WebLink About08120009 REMCO Addition Large Plan Pg. GI 1. Is the site information posted at the entrance? 23. Is a designated equipment washout area astablished, Hearty marked and being utihizod? Are all necessary permits attained and Specie provisions being implemented? i 24. is solid waste property contained a stable access provided to the Storage Pickup area? 3 is a construction entrance insulted and functioning properly? i 4 Are construction staging parking areas restricted to areas designated on tho plans? 5. Are public and private streets clean of sediment, debris and mud? 26. Is spill response equp ent on -site and easily acces'Ws? 6. Are appropriate practicea instated where etormwater Leaves the site? 27. Are temporary soil stockpiles in approved areas properly protected? T. Are all dischargepoints (oUtfals) free of erosion or sediment tran2port? 8. Has an silt fence been Installed property and being maintained? (entrenched upright fabric not tom terminated to tithergrorrnd Pvrrvtiy Armed et ond# I 9 Are sediment basins traps installed according to plan pipe or rock spillways functionail? 10 Are other sediment control barriers in place and functioning properly? 11. la the earthwork for erosion control practices properly graded, seeded andlor mulched? 12. Are diversion swift r?crfrt rherrs installed to plan protected? 13 Do perimeter practices have adequate capacity do they need to be doelned out'7 1 4 Is inlet protection installed properly on ell functioning Inlets being maintained? 15 Is catch basin insert protection installed where required being maintained? is. Have mates and ditches been stabilized or protected? j 17. Are stomrwater outlets adequately stabilized? 18 Hay temporary stabilization of disturbed ground been addressed? (dormant for 15 days 19 is permanent stabiiitatbn of disturbed ground progressing on all Completed areas? 20. Has herd or soft armoring been installed where natural vegetation will erode? 21 Do water pumping operations have a protected outlet and disci clear water? 22 Are all dewetedng structures functioning proper? CrA HOLEY MOLEY SAYS "DON'T DIG BLIND' BIT'S THE LAW' CALL 2 WCAKING DAYS BEFORE YOU DiG 1 -800- 382 -5544 CALL TOiL FREE PER INDIANA STATE LAW IS -69 -1991. IT iS AGAINST TIC LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. M B SOILS MAP SCALE: 1' 200' 11_waso :1111. CONSTRUCTION 't STAGING AREA Br n (7,1 1111.-•- r`y 1111 4 :4 4• 4 t 4 4 4 4 4. 4 •4 .4 •I. 4. 4.i 4. 4 4 4 444 4• 4- .4.4.4 4 44:4. 4. 4.. 4 4 f t• 4 4 4 4 4. •.W 4. T ��4 r.• i 6_0 4. 4 4. 4 4 4 4 4 4 4 •f 4 4 4 4 4 •44'•'44•'4'•'4'•'•44'4 4 4 4 ••4. /•4•••••••• 4 4 4• .4 4 4 4 4 4 ••4 4. ••t .t•4• •••0 4 4•; 4• 4,4 4-,4 4 4. 4 4.4 4 4 4 4 4 4 4 4 4 4 11.11••• t•- ♦t r N+ +ls 4 +4 +4 M• J4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4. 4 4 4 0. 4 4 4 4 4 1 444 4 4 4 4 4.4 4. 4 4 44 4. 4. 4 4 4 4. 4 4.4 4 44' 4 4 4 4 4 4 4 4 4 4 4e► 4 4 x4 4 •4 4 4 4 ••4 4. 4 4 4 i 4 4 4 4 tu t` t i 4 4 *4 4 4 4 4 4 4 PS Is EROSION CONTROL NOTE EROSION CONTROL NOTE THERE SHALL BE NO DiRT, DEBRIS, OR STORAGE OF MATERIALS IN THE STREET. i ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. r I GENERAL NOTES 12. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. MINIM SAN CL CD CD v_I cD a ar C) z ei L LJ 1. CONTRACTOR SHALL SCHEDULE A PRECON MEETING WITH HCSO PRIOR TO ANY DEMOUTION/EARTH DISTURBING ACTIVITY. CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES, SILT TRAPS, TREE PROTECTION AND INLET PROTECTION FOR EXISTING INLETS PRIOR TO THE START OF ANY EARTH MOVING OR STRIPPING. 2. CONTRACTOR SHALL INSTALL A STONE CONSTRUCTION ENTRANCE OR SOME OTHER DEVISE PRIOR TO THE START OF EARTHWORK AS NECESSARY TO PREVENT SOIL FROM BEING TRACKED OR WASHED INTO EXISTING ROADWAYS. 3. LAND ALTERATIONS WHICH STRIP THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. WHENEVER FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED. AS GRADING IS DONE, INSTALL SILT TRAPS, SILT FENCES, SLOPE DRAINS, TEMPORARY DIVERSIONS AND OTHER RUNOFF CONTROL MEASURES AT APPROPRIATE LOCATIONS TO KEEP SEDIMENT CONTAINED ON SITE. 4. ALL DISTURBED AREAS SHALL BE SEEDED AND STRAW MULCHED AS SHOWN ON THE PLANS IMMEDIATELY AFTER COMPLETION OF GROUND ACTIVITY. FOR LARGE PROJECTS, THIS SEEDING SHOULD BE COMPLETED iN PHASES AS THE DIFFERENT AREAS OF The SITE ARE COMPLETED. 5. PERMANENT AND FINAL VEGETATION OR STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL UNDER THE CIRCUMSTANCES. 6. THE DURATION OF TiME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM DEPENDING UPON THE WEATHER. IF CONSTRUCTION ACTIVITY iS TO CEASE FOR MORE THAN TWO WEEKS, THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDED. 7. ALL STORM SEWER INLET PROTECTION DEVICES SHALL BE PUT IN PLACE AT THE TIME EACH INLET IS CONSTRUCTED. 8. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES AND DEVICES DURING CONSTRUCTION AND UNTIL SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR. 9. ONCE ONSITE EROSION AND SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE TEMPORARY EROSION CONTROL DEVICES. 10. THESE GENERAL PROCEDURES MAY NOT COVER ALL SITUATIONS. REFER TO EROSION CONTROL PLANS FOR SPECIFIC NOTES AND ADDITIONAL DETAILS 11. EROSION CONTROL TO COMPLY WITH INDIANA 327 IAC AND RULE #5, AND INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS M.E. Yoe No NM EROSION CONTROL NOTE THE USE OF TEMPORARY SILTATION TRAPS AND INLET SEDIMENT BARRIERS WILL BE IMPLEMENTED. SEE DETAILS ON SHEET C105. '5 AN Date Inspected br Type et inspection 17 Scheduled Weekly II Rain Event UT) Co it LU Li Is rt'ttnl>rit fo -2: Casstrectbr Slte Inspection Arid Maraseiiace Lee (Peet I) SA N CONSTRUCTION SITE INSPECTION AND MAINTENANCE LOG (To be Completed by Property Owner or Agent) As stormwater pollution prevention et/Ps shall be Inspected and maintained as needed to ensure continued performance of the Intended function during construction and shall oontirnie until the entire site has been stabilized and a Notice of Termination has been issued An Inspection of the protect site must be completed by the end of the next business day following each measurable stone event. if there Ens no measurable afore events within a given week, the see should be monitored at least once in that week. Maintenance and repair shall be conducted in accordance with the acne d site is. This tog shat' be kept as a permanent record and must be made ava to i€01. ti 'tom in an organized fashion, within forty -eight (48) hours upon request. r. CC) W r N} .10.. 1111115 ewers ..NW M NM= gala ..O. S.M., Mgf MM. lliN; 1'� Arotid avticuxoeicidv pr) CD 91 Date PrOtect by Type of Inspectkm. ..J Scheduled Wieldy J Rein PWem 0 3- W N. LU Cx z -891- Sa 0 1111.. NOI POSTING, CONCRETE WASHOUT SOIL STOCKPILE AREA •-.;3 11 11 894.6 1.IIIj11r 1r lli..�wl BUG G 894.70 894.13 893.41 891.90 89100 888.00 892.59 891.84 869,56 1••/ watr�re s /CM, 1 840151111111=1,14110 892.20 887.48 41;14•110 mum. 4immo Vowirem -•_1111. If you enewered 'sr to m y of the above questions, des siho any corrective acke which must be taken to remedy the problem and when the cartective whorls are to be Computed. Lshiiblt 4a2-2: Construction Site Inspection And Sistriterrintert I.si (Pep 2) 0 ELI I-- LU z C) C.1 �c- SF rsa•.• eus.•f 1111.. 10111110 I- LU 0 z EL1 z 0 I-- t,) F- C`J CD cn D 0 0 CT) 887 ,9 01..Z f i l n 9) '00 SAN (5) MAIO M.11111• SF /4//.re//a ,.e...... ..11..01.. 1111.... tp� i 411.91.161 LEGEND 0 0 Ii 0 3 L (N 0) C.O. li T.C. 891.50 Le.3 INV. 887.80u- I SILT FENCE S 4 sus 1111 r-- EXISTING CONTOUR LINE PROPOSED CONTOUR LINE EASEMENT BOUNDARY EXISTING RIGHT-OF-WAY PERMANENT SEEDING EROSION CONTROL BLANKET LIMITS OF CONSTRUCTION SILT FENCE INLET PROTECTION PAVED AREA INLET PROTECTION EXISTING SANITARY SEWER MANHOLE EXISTING STORM SEWER INLET MANHOLE PROPOSED STORM SEWER, INLET, BEE HIVE INLET END SECTION W/ RIP-RAP L 30 0 30 10 1 Lit 1 CO N. ASSUMED NORTH SCALE: 1"= 30 60 MIMIC EROSION CONTROL IMPLEMENTATION MAINTENANCE CONTACT T& W Corporation 3841 W. Morris Street Indianapolis, IN 46241 (317) 244-7637 Fx: (317) 244-6348 Contact: Gary Dunbar Co It I 90 DOCKET NO. 08120009 TAO co 0 F- 0 0 0 o t.0 c Nit o f.st IAJ Till c.i pd cc (.5 F- ChP% W CD Ci) ce Z E2 Z a. 0 mps w ---(c)0 F- ZOO'L ujO z 243/4 0 >0 1 0 w (1) ce PE10809477 E.- STATE OF /////0 /9/15%%" BY: DATE: SHEET C104 OF 12 23. Is a designated equipment washout area astablished, Hearty marked and being utihizod? 24. is solid waste property contained a stable access provided to the Storage Pickup area? r 25. Are fuel tanks and v oter zatefexts tirraterlata sr>rFe,y Stilted a laded? pro 26. Is spill response equp ent on -site and easily acces'Ws? 27. Are temporary soil stockpiles in approved areas properly protected? CrA HOLEY MOLEY SAYS "DON'T DIG BLIND' BIT'S THE LAW' CALL 2 WCAKING DAYS BEFORE YOU DiG 1 -800- 382 -5544 CALL TOiL FREE PER INDIANA STATE LAW IS -69 -1991. IT iS AGAINST TIC LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. M B SOILS MAP SCALE: 1' 200' 11_waso :1111. CONSTRUCTION 't STAGING AREA Br n (7,1 1111.-•- r`y 1111 4 :4 4• 4 t 4 4 4 4 4. 4 •4 .4 •I. 4. 4.i 4. 4 4 4 444 4• 4- .4.4.4 4 44:4. 4. 4.. 4 4 f t• 4 4 4 4 4. •.W 4. T ��4 r.• i 6_0 4. 4 4. 4 4 4 4 4 4 4 •f 4 4 4 4 4 •44'•'44•'4'•'4'•'•44'4 4 4 4 ••4. /•4•••••••• 4 4 4• .4 4 4 4 4 4 ••4 4. ••t .t•4• •••0 4 4•; 4• 4,4 4-,4 4 4. 4 4.4 4 4 4 4 4 4 4 4 4 4 11.11••• t•- ♦t r N+ +ls 4 +4 +4 M• J4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4. 4 4 4 0. 4 4 4 4 4 1 444 4 4 4 4 4.4 4. 4 4 44 4. 4. 4 4 4 4. 4 4.4 4 44' 4 4 4 4 4 4 4 4 4 4 4e► 4 4 x4 4 •4 4 4 4 ••4 4. 4 4 4 i 4 4 4 4 tu t` t i 4 4 *4 4 4 4 4 4 4 PS Is EROSION CONTROL NOTE EROSION CONTROL NOTE THERE SHALL BE NO DiRT, DEBRIS, OR STORAGE OF MATERIALS IN THE STREET. i ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. r I GENERAL NOTES 12. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. MINIM SAN CL CD CD v_I cD a ar C) z ei L LJ 1. CONTRACTOR SHALL SCHEDULE A PRECON MEETING WITH HCSO PRIOR TO ANY DEMOUTION/EARTH DISTURBING ACTIVITY. CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES, SILT TRAPS, TREE PROTECTION AND INLET PROTECTION FOR EXISTING INLETS PRIOR TO THE START OF ANY EARTH MOVING OR STRIPPING. 2. CONTRACTOR SHALL INSTALL A STONE CONSTRUCTION ENTRANCE OR SOME OTHER DEVISE PRIOR TO THE START OF EARTHWORK AS NECESSARY TO PREVENT SOIL FROM BEING TRACKED OR WASHED INTO EXISTING ROADWAYS. 3. LAND ALTERATIONS WHICH STRIP THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. WHENEVER FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED. AS GRADING IS DONE, INSTALL SILT TRAPS, SILT FENCES, SLOPE DRAINS, TEMPORARY DIVERSIONS AND OTHER RUNOFF CONTROL MEASURES AT APPROPRIATE LOCATIONS TO KEEP SEDIMENT CONTAINED ON SITE. 4. ALL DISTURBED AREAS SHALL BE SEEDED AND STRAW MULCHED AS SHOWN ON THE PLANS IMMEDIATELY AFTER COMPLETION OF GROUND ACTIVITY. FOR LARGE PROJECTS, THIS SEEDING SHOULD BE COMPLETED iN PHASES AS THE DIFFERENT AREAS OF The SITE ARE COMPLETED. 5. PERMANENT AND FINAL VEGETATION OR STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL UNDER THE CIRCUMSTANCES. 6. THE DURATION OF TiME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM DEPENDING UPON THE WEATHER. IF CONSTRUCTION ACTIVITY iS TO CEASE FOR MORE THAN TWO WEEKS, THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDED. 7. ALL STORM SEWER INLET PROTECTION DEVICES SHALL BE PUT IN PLACE AT THE TIME EACH INLET IS CONSTRUCTED. 8. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES AND DEVICES DURING CONSTRUCTION AND UNTIL SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR. 9. ONCE ONSITE EROSION AND SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE TEMPORARY EROSION CONTROL DEVICES. 10. THESE GENERAL PROCEDURES MAY NOT COVER ALL SITUATIONS. REFER TO EROSION CONTROL PLANS FOR SPECIFIC NOTES AND ADDITIONAL DETAILS 11. EROSION CONTROL TO COMPLY WITH INDIANA 327 IAC AND RULE #5, AND INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS M.E. Yoe No NM EROSION CONTROL NOTE THE USE OF TEMPORARY SILTATION TRAPS AND INLET SEDIMENT BARRIERS WILL BE IMPLEMENTED. SEE DETAILS ON SHEET C105. '5 AN Date Inspected br Type et inspection 17 Scheduled Weekly II Rain Event UT) Co it LU Li Is rt'ttnl>rit fo -2: Casstrectbr Slte Inspection Arid Maraseiiace Lee (Peet I) SA N CONSTRUCTION SITE INSPECTION AND MAINTENANCE LOG (To be Completed by Property Owner or Agent) As stormwater pollution prevention et/Ps shall be Inspected and maintained as needed to ensure continued performance of the Intended function during construction and shall oontirnie until the entire site has been stabilized and a Notice of Termination has been issued An Inspection of the protect site must be completed by the end of the next business day following each measurable stone event. if there Ens no measurable afore events within a given week, the see should be monitored at least once in that week. Maintenance and repair shall be conducted in accordance with the acne d site is. This tog shat' be kept as a permanent record and must be made ava to i€01. ti 'tom in an organized fashion, within forty -eight (48) hours upon request. r. CC) W r N} .10.. 1111115 ewers ..NW M NM= gala ..O. S.M., Mgf MM. lliN; 1'� Arotid avticuxoeicidv pr) CD 91 Date PrOtect by Type of Inspectkm. ..J Scheduled Wieldy J Rein PWem 0 3- W N. LU Cx z -891- Sa 0 1111.. NOI POSTING, CONCRETE WASHOUT SOIL STOCKPILE AREA •-.;3 11 11 894.6 1.IIIj11r 1r lli..�wl BUG G 894.70 894.13 893.41 891.90 89100 888.00 892.59 891.84 869,56 1••/ watr�re s /CM, 1 840151111111=1,14110 892.20 887.48 41;14•110 mum. 4immo Vowirem -•_1111. If you enewered 'sr to m y of the above questions, des siho any corrective acke which must be taken to remedy the problem and when the cartective whorls are to be Computed. Lshiiblt 4a2-2: Construction Site Inspection And Sistriterrintert I.si (Pep 2) 0 ELI I-- LU z C) C.1 �c- SF rsa•.• eus.•f 1111.. 10111110 I- LU 0 z EL1 z 0 I-- t,) F- C`J CD cn D 0 0 CT) 887 ,9 01..Z f i l n 9) '00 SAN (5) MAIO M.11111• SF /4//.re//a ,.e...... ..11..01.. 1111.... tp� i 411.91.161 LEGEND 0 0 Ii 0 3 L (N 0) C.O. li T.C. 891.50 Le.3 INV. 887.80u- I SILT FENCE S 4 sus 1111 r-- EXISTING CONTOUR LINE PROPOSED CONTOUR LINE EASEMENT BOUNDARY EXISTING RIGHT-OF-WAY PERMANENT SEEDING EROSION CONTROL BLANKET LIMITS OF CONSTRUCTION SILT FENCE INLET PROTECTION PAVED AREA INLET PROTECTION EXISTING SANITARY SEWER MANHOLE EXISTING STORM SEWER INLET MANHOLE PROPOSED STORM SEWER, INLET, BEE HIVE INLET END SECTION W/ RIP-RAP L 30 0 30 10 1 Lit 1 CO N. ASSUMED NORTH SCALE: 1"= 30 60 MIMIC EROSION CONTROL IMPLEMENTATION MAINTENANCE CONTACT T& W Corporation 3841 W. Morris Street Indianapolis, IN 46241 (317) 244-7637 Fx: (317) 244-6348 Contact: Gary Dunbar Co It I 90 DOCKET NO. 08120009 TAO co 0 F- 0 0 0 o t.0 c Nit o f.st IAJ Till c.i pd cc (.5 F- ChP% W CD Ci) ce Z E2 Z a. 0 mps w ---(c)0 F- ZOO'L ujO z 243/4 0 >0 1 0 w (1) ce PE10809477 E.- STATE OF /////0 /9/15%%" BY: DATE: SHEET C104 OF 12