Midwestern Engineers, Inc. Plan Preview

EROSION CONTROL NOTES: 1. THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY OF EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING PLACE, THE CONTRACTOR SHALL TAKE PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE CONSULTED !N THE EVENT THIS HAPPENS. 2 TEMPORARY SEEDING IS TO BE APPLJEO TO ANY GRADED AREA WITHIN SEVEN (7) DAYS OF THE MOST RECENT DISTURBANCE FOR ANY DISTURBED AREAS THAT WILL BE DORMANT FOR MORE THAN 21 DAYS BUT LESS THAN ONE (1) YEAR AND NOT WITHIN 50' OF A STREAM. AREAS THAT WILL BE DORMANT FOR PERIODS OF LONGER THAN ONE YEAR MUST HAVE PERMANENT SOIL STABILIZATION. 3. PERMANENT SEEDING IS TO BE APPLIED WITHIN SEVEN (7) DAYS TO AREAS THAT HAVE ACHIEVED FINAL AND FINISHED GRADE. 4. PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION 5. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM (70% VEGETATIVE COVER MINIMUM). MATURE ENOUGH TO SURVIVE AND WJLL INHIBIT EROSION. 6. ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY ARE INTENDED TO SERV!CE. ALL EROSION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR EFFECTIVENESS. EROSION CONTROL MEASURES FOUND TO BE IN DISREPAlR OR NOT FUNCTIONING SHALL BE REPAIRED IMMEDIATELY AND RETURNED TO PROPER WORKING ORDER. 7 CONTRACTOR SHALL FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION AND MAINTENANCE OF EROSION CONTROLS. 8. lF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED. 9 DURING DRY WEATHER. KEEP LAWNS WATERED WITH SPRINKLERS OR OTHER APPROVED METHODS. RESEED ANY AREAS NOT GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED ACCORDING TO SEASONAL CONDITION ANO/OR CONSTRUCTION ACTIVITY. WATER GRASS ANO EXECUTE NECESSARY WEEDING UNT!L FULL STAND OF GRASS HAS BEEN OBTAINED. WATER CONSUMPTION COSTS FOR SPRINKLING SHALL BE AT NO ADDITIONAL COST TO THE OWNER 10. THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MINIMIZE SEDIMENTATION (FROM ON-SITE CONSTRUCT/ON ACTIV(TIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING STREAMS/DITCHES IN STRICT COMPLIANCE WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT (CSGP). 12. FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION CHART ON TH!S SHEET. 13. ALL DISTRlBUTEO AREAS SHALL BE SODDED OR SEEDED, EXCEPT BUILDING PAD AND LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR LOCATION OF LANDSCAPE BEDS. 14. INSTALL SILT FENCE ALONG ALL PROPERTY BOUNDARIES AS INDICATED ON PLANS. 15. THERE SHALL BE NO SOIL OR DEBRIS IN THE STREET. 16. CONTRACTOR RESPONSIBLE FOR REGULAR STREET CLEARING AS NECESSARY TO REMOVE ANY CONSTRUCTION DEBRIS FROM THE ROADWAY. 17. CUT AND FILL SLOPES MUST BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE (1) YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS REMEDIED. 18_ CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS ADEQUATE EROSION CONTROL DEVICES ARE IN PLACE. 19. PR!OR TO NEWLY CONSTRUCTED STORM WATER CONVEYANCE SYSTEMS BEING PLACED IN SERVICE AND MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED CHANNEL LINING MUST BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL 20. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITIONS TO OTHER APPLICABLE CRITERIA: 20.A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. 20.8. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. 20.C. EFFLUENT FROM OEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED SO THAT IT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY. 20.D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED !N ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. 20.E. RE-STABILIZATION SHALL BE ACCOMPLISHED !N ACCORDANCE WITH THESE REGULATIONS. CONTACT PERSON FOR EROSION CONTROL & SEDIMENT PRACTICES: MIDWESTERN ENGINEERS, INC 6809 CORPORATE DRIVE INOIANAPOLIS, INDIANA 46278 TELEPHONE· 317-334-0262 CONTACT PERSON: SCOTT M. SIPLE, P.E. SEASONAL SOIL PROTECTION CHART: STABILIZATION PRACTICE JAN. FEB. MAR: APR: MAY JUN. JUL AUG. SEPT. OCT. NOV. DEC. PERMANENT SEEDING DORMANT SEEDING TEMPORARY SEEDING SODDING 8---- A ----------- ---- */111 Ill I Ill I fl/If/!I I I fl/II!/ 11 //*--------- C---- - - -- ----- - - E - --·- -·----- - * /11/ llll/llllllfllI I Illlllllllllr -- F**------------··"//l//lll//l/////1///1////f///l//"-- - ---·- 0--- -- -- - --- --- 8----- MULCHING G-------------·-----·-·--···-----·--·--··--·---··-----··--·----·--··-·--··-----·---------·---------·---- A kE.NIWCKY BLlJ�GRASS 105 TO 140 LBS/ACR:ti, �LUS '.1: iONS STRAW MULCH/ACRE, OR ADO ANNUAL RYEGRASS 2Q LBS/ACRI= B. KENTUCKY llLUcGRASS 1b Tel io LBslAGRla, PLUS� TONS STRAW MULCH/AGRE, OR AOD ANNUAL RYEGRASS 45 Tel 50 LBS/ACRE t.SPR!NG OATS 10D bBStACRE il. WHEAT OR �YE 150 Lss1Ac1<• • ANNUAL RYSGRASS j M Lsa,AGRe l<i Ul/looo SQ i"i'.) ,. sOcl G.SfRAW Mu,cH 2 ftlNSIACR• "/II' IRRIGATION NE.EO �g •• iRRIGATION NEEDED FdR 2 f(J 3 WEEkS AFTER APi'cVING SQQ. SECTION A - CONSTRUCTION PLAN • i:3EN6cRAl: PLAN t6MPONENf§: Al INDEX IS AS FOLLOWS: A2 VICINITYMAP: SEE SHEET 3 A3 PROJECT NARRATIVE: PROJECT INVOLVES EXPANSION AND IMPROVEMENTS TO THE EXISTING TOWN OF WATERLOO SANITARY SYSTEM. INCLUDED IS THE INSTALLATION OF APPROXIMATELY 5,500 LINEAR FEET OF GRAVITY SANITARY SEWER MAIN ALONG CENTER STREET, E WALNUT STREET, S WASHINGTON STREET, E CHESTNUT STREET, E DOUGLAS STREET, AND S BEST ST: APPROXIMATELY 2.000 FEET OF SANITARY FORCE MAIN ALONG S WAYNE STREET, CENTER STREET, N BEST STREET, E VAN VLEEK STREET, AND S BEST STREET: AND THE REHABILITATION OF TWO EXISTING SANITARY LIFT STATIONS LOCATED ON S WAYNE STREET AND ALONG U.S. ROUTE 6. THE ANTICIPATED LANO DISTURBANCE ACTIVITIES INCLUDE EXCAVATION ANO GRADING FOR LIFT STATION REHABILITATION, PIPELINE EXCAVATION ACTIVITIES, ANO CLEARING AND GRUBBING. AS THE PROJECT IS A LINEAR SEWER PROJECT, THE LOCATIONS OF SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW ANO SHEET FLOW WILL BE DETERMINED BY THE CONTRACTOR AT TIME OF CONSTRUCTION. A4 LATITUDE/LONGITUDE: N 41 ° 25'49' / W 85 ° 0'40" AS LEGAL DESCRIPTION: SE 1/4 SEC 3: SW 1/4 SEC. 3; NE 1/4 SEC. 9, T34N R13E. GRANT TOWNSHIP A6 11 X 17 PLAT: NIA. SEE SHEET 3 FOR VICINITY MAP A7 100-YEAR FLOODPLAINS, FLOODWAY FRINGES AND FLOODWAYS: THE SITE IS LOCATED NEAR CEDAR CREEK. THE FLOOOWAY ASSOCIATED WITH CEDAR CREEK IN THIS AREA OVERLAPS WITH THE U.S. ROUTE 6 SANITARY LIFT STATION LOCATION. AB ADJACENT LAND USE: THE ADJACENT LAND USE TO THE PROPOSED PIPELINE SITES IS PRIMARILY RESIDENTIAL. TO THE EAST OF SOUTH BEST ST. IS AGRICULTURAL USAGE AND THE TOWN OF WATERLOO WWTP. THERE ARE COMMERCIAL AND CIVIC SITES TO THE EAST OF SOUTH CENTER ST. CEDAR CREEK IS TO THE NORTHEAST OF THE PROPOSED U.S. 6 LIFT STATION REHABILITATION SITE. A9 U.S. EPA APPROVED OR ESTABLISHED TMOL: NOT APPLICABLE. A10 IDENTIFICATION OF ALL RECEIVING WATERS: CEDAR CREEK A11 IDENTIFICATION OF DISCHARGE TO CURRENT 303(d} LIST OF IMPAIRED WATERS AND POLLUTANTS FOR WHICH IT IS IMPAIRED: CEDAR CREEK: PCBS. A12 SOILS MAP: SEE SHEET 35 A13 LOCATION ANO NAME OF WETLANDS, LAKES AND WATER COURSES ON AND ADJACENT TO SITE: CEDAR CREEK IS LOCATED TO THE EAST OF THE SITE. SEE VICINITY MAP SHEET 3 A14 IOENTlFICATfON OF OTHER STATE OR FEDERAL WATER QUALITY PERMITS OR AUTHORIZATIONS: NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT NO. IN0020711, IC 14-28-1 FLOOD CONTROL ACT GENERAL PERMIT, CWA SECTION 401 WATER QUALITY CERTIFICATION, IDEM CONSTRUCTION PERMIT. A15 IDENTIFICATION ANO DELINEATION OF EXISTING COVER: EXISTING GROUND COVER CONSISTS OF GRASS AREAS, ASPHALT ROADWAYS, AND GRAVEL DRIVES. A16 EXISTING SITE TOPOGRAPHY AND DRAINAGE PATIERNS: THE SITE IS RELATIVELY FLAT AND GENERALLY DRAINS FROM WEST TO EAST. A17 LOCATION($) WHERE RUN-OFF ENTERS THE PROJECT SITE: BASED UPON LOCAL TOPOGRAPHY STORMWATERGENERALLY RUNS FROM WEST TO EAST ACROSS THE SITE. A18 LOCATION(S) WHERE RUN-OFF DISCHARGES FROM THE PROJECT SITE PRIOR TO LAND DISTURBANCE: STORMWATER RUNOFF IS DISCHARGED FROM SITE SURFACES TO CEDAR CREEK TO THE EAST OF THE SITE ANO EXISTING STORM INLETS, SEE SHEETS 4-23 A19 LOCATIONS OF ALL EXISTING STRUCTURES ON SITE: SEE SITE PLAN, SHEETS 3-23 A20 EXISTING PERMANENT RETENTION OR DETENTION FACILITIES: NONE. A21 LOCATIONS WHERE STORMWATER MAY BE DIRECTLY DISCHARGED INTO GROUNDWATER: NONE. A22 SIZE OF PROJECT AREA (ACRES): 7.8 ACRES. A23 TOTAL EXPECTED LAND DISTURBANCE (ACRES): 2.5 ACRES A24 PROPOSED FINAL TOPOGRAPHY: SITE TOPOGRAPHY WILL GENERALLY REMAlN UNCHANGED. STORMWATER RUNOFF WILL REMAIN GENERALLY UNCHANGED. SEE SHEETS 4-23 A25 LOCATIONS AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS: SEE SITE PLAN, SEE SHEETS 3-23 A26 LOCATIONS, SlZE AND DIMENSIONS OF ALL STORMWATER DRAINAGE SYSTEM: SEE SHEETS 4-23. A27 LOCATIONS OF SPECIFIC POINTS WHERE STORMWATER AND NON-STORMWATER DISCHARGES WILL LEAVE THE SITE: STORMWATER ANO NON-STORMWATER DISCHARGES WILL LEAVE THE SITE TO THE EAST TO CEDAR CREEK OR EX!STING STORM SEWER SYSTEM, SEE SHEETS 3-23 A28 LOCATION OF ALL PROPOSED SITE IMPROVEMENTS: SEE SITE PLAN, SEE SHEETS 3-23 A29 LOCATION OF ALL ON-SITE AND OFF-SITE SOIL STOCKPILES AND BORROW AREAS; FINAL SOIL STOCKPILE LOCATIONS WILL BE DETERMINED BY THE CONTRACTOR TO MEET CONSTRUCTION MEANS AND METHODS AT TIME OF CONSTRUCTION. A30 CONSTRUCTION SUPPORT ACTIVITIES THAT ARE EXPECTED TO BE PART OF THE PROJECT: SITE EROSION CONTROLS TO BE INSPECTED AT A MINIMUM 1 TIME PER WEEK AND AFTER EVERY RAlN EVENT. EROSION CONTROLS SHALL BE PROMPTLY REPAIRED WHEN DEFICIENCY IS DISCOVERED. A31 LOCATION OF AN IN-STREAM ACTIVITIES THAT ARE PLANNED FOR THE PROJECT: NO IN-STREAM ACTIVITIES ARE PLANNED WITH THIS PROJECT. SECTION B - STORMWATER POLLUTION PREVENTION - CONSTRUCTION COMPONENT: 61 DESCRIPTION OF THE POTENTIAL POLLUTANT GENERATING SOURCES AND POLLUTANTS. INCLUDING ALL POTENTIAL NON-STORMWATER DISCHARGES· POTENTIAL POLLUTANTS FROM CONSTRUCTION ACTIVITY SUCH AS SPILLS, CONCRETE FROM STRUCTURES: OIL, GREASE. ANTIFREEZE, GASOLINE AND DIESEL FUEL FROM CONSTRUCTION EQUIPMENT; SOIL EROSION; FERTILIZER FROM LANDSCAPING AND TRASH SHALL BE PROPERLY MAINTAINED TO REDUCE THE CONTAMINANTS FROM ENTERING DOWNSTREAM RECEIVING STREAMS OR EXISTING SEWER SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS ANO/OR OTHER BIOLOGICAL AGENTS FROM ENTERING DOWNSTREAM RECEIVING STREAMS OR EXISTING SEWER SYSTEM. 82 STABLE CONSTRUCTION ENTRANCE LOCATIONS ANO SPECIFICATIONS: TO BE DETERMINED BY CONTRACTOR AT TIME OF CONSTRUCTION. SEE SHEET 35. 63 SPECIFICATIONS FOR TEMPORARY AND PERMANENT STABILIZATION: SEE PROJECT SPECIFICATIONS AND THIS SHEET 84 SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS: INLET AND OUTLET PIPE PROTECTIONS, TEMPORARY ROCK CHECK DAMS OR STRAW BALE CHECK DAMS. 85 SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS: SILT FENCE, TEMPORARY AND PERMANENT SEEDING. EROSION CONTROL BLANKETS. 86 RUN-OFF CONTROL MEASURES: CONTRACTOR SHALL INSTALL ADDITIONAL TRAPS, SILT FENCES. SLOPE DRAINS, TEMPORARY DIVERSIONS, ANO OTHER RUN-OFF CONTROL MEASURE AS NEEDED AT APPROPRIATE LOCATIONS TO KEEP SEDIMENT CONTAINED ON-SlTE. 87 STORMWATER OUTLET PROTECTION LOCATION AND SPECIFICATIONS: SEE PROJECT SPECIFICATIONS AND SHEETS 4-23 68 GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS: SEE PROJECT SPECIFICATIONS AND SHEETS 4 -23 89 DEWATERING APPLICATIONS AND MANAGEMENT METHODS: SHOULD DEWATER ACTIVITIES BE REQUIRED, CONTRACTOR SHALL SUBMIT A DEWATERING ANO SEDIMENT CONTROL PLAN AND GAIN APPROVAL FROM OWNER, ENGINEER AND APPROPRIATE REGULATORY AGENCIES PRIOR TO COMMENCING DEWATERING ACTIVITIES. 610 MEASURES UTILIZED FOR WORK WITHIN WATER BODIES: ALL WORK IS ANTICIPATED TO TAKE PLACE OUTSIDE OF WATER BODIES. 811 MAINTENANCE GUIDELINES FOR EACH PROPOSED STORMWATER QUALITY MEASURES: SEE DETAIL AND PROJECT SPECIFICATIONS FOR !NOIVIDUAL STORMWATER QUALITY DEVICE. INSPECTIONS AND REPAIRS SHALL BE PERFORMED IN ACCORDANCE WITH THE IDEM CONSTRUCTION STORMWATER GENERAL PERMIT. 612 PLANNED CONSTRUCTION SEQUENCE THAT DESCRIBES THE IMPLEMENTATION OF STORMWATER QUALITY MEASURES IN RELATION TO LANO DISTURBANCE; STORMWATER QUALITY DEVICES WILL BE PUT IN PLACE PRIOR TO ANY LAND DISTURBANCE ACTIVITIES. 613 PROVISIONS FOR EROSION AND SEDIMENT CONTROL ON RESIDENTIAL BUILDING LOTS REGULATED UNDER THE PROPOSED PROJECT: N/A 814 MATERIAL HANDLING AND SPILL PREVENTION AND SP\LL RESPONSE PLAN MEETING THE REQUIREMENTS IN 327 IAC 2-6.1· SEE MATERIAL HANDLING AND SPILL PREVENTION PLAN ANO SPILL REPORTING SECTIONS; THIS SHEET. 815 MATERIAL HANDLING AND STORAGE PROCEDURES ASSOCIATED WITH CONSTRUCTION ACTIVITY: SEE MATERIAL HANDLING ANO STORAGE SECTIONS; THIS SHEET. SECTION C • STORMWATER POLLUTION PREVENTION · POST-CONSTRUCTION COMPONENT: C1 DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LANO USE: POTENTIAL POLLUTANTS FROM POST-CONSTRUCTION ACTIVITY INCLUDE OIL, GREASE. ETC. FROM ONSITE WASTEWATER EQUIPMENT, OILS, GREASES AND ANTI-FREEZE FROM MAINTENANCE AND PERSONAL VEHICLES, AND SANITARY WASTEWATER SPILLS. C2 DESCRIPTION OF PROPOSED POST-CONSTRUCTION STORMWATER MEASURES: SITE WILL BE PERMANENTLY SEEDED TO CONTROL SEDIMENT AND POLLUTANT TRANSPORT BY FILTRATION THROUGH VEGETATION. C3 PLAN DETAILS FOR EACH STORMWATER MEASURES: SEE SHEETS 4-26 FOR POST CONSTRUCTION SITE PLANS. C4 SEQUENCE DESCRIBING STORMWATER MEASURE IMPLEMENTATION: POST-CONSTRUCTION STORMWATER CONTROL MEASURES ARE lN CURRENTLY IN PLACE. STORMWATER CONTROL MEASURES WILL BE INSPECTED AND REPAIRED, IF NECESSARY, AT THE CONCLUSION OF CONSTRUCTION TO ENSURE PROPER FUNCTION. C5 MAINTENANCE GUIDELINES FOR PROPOSED POST-CONSTRUCTION STORMWATER MEASURES: VEGETATION SHALL BE MAINTAINED THROUGH MOWING AND VEGETATION MAINTENANCE TO ENSURE PROPER FUNCTION OF CONTROLS C6 ENTITY THAT WILL BE RESPONSIBLE FOR OPERATION AND MAINTENANCE OF THE POST CONSTRUCTION STORMWATER MEASURES: POST CONSTRUCTION STORMWATER MEASURES WILL BE MAINTAINED BY THE PROPERTY OWNER. PROPERTY OWNER IS: TOWN OF WATERLOO; 120 S BEST STREET, WATERLOO, INDIANA 46793: CONTACT: WATER POLLUTION CONTROL DEPT., 260·837-3641 SECTION 1 - EMERGENCY RESPONSE NUMBERS· EMERGENCY RESPONSE TO ANY LIFE-THREATENING PROBLEM 911 WATERLOO-GRANT TOWNSHIP FIRE DEPARTMENT 260-837-5461 DEKALB COUNTY SHERIFF'S DEPARTMENT 260-925-3365 INOIANA DEPARTMENT OF NATURAL RESOURCES 317-232-4200 INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT 317-232-8603 DEKALB COUNTY SOIL AND WATER OFFICE 260-925-5620 X 3 SECTION 2 - MATERIAL HANDUNG AND SP\LL PREVENTION PLAN: MATERIAL HANDLING ANO SPILL PREVENTION PLAN: 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 COMPLY WITH iHI: PLAN AS WELL, CONSTRUCilON EQU!PMENI: A.FUELING, LUBRICATION ANO FWIDS: ALL OPERATIONS INVOLVING tHE: ADIJJilON dF FLUIDS TO EQUIPMENT sHOIJLD sr:; DQNt IN ONE LOCATION, AS !SESIGNATEb BY tH6 t;ENERAL QQNtRAGtoF t bR DEVELOPER/OWNER. SO THAT SPILLS ARE LIMITED TO ONE LGlCATliJN ON TH� SITE, WHICH W1L c b FACILITATE THE GLEANUP Oi= SPlbbS, IF AN 6NS1fE-FU6b1NG TANK IS PbANNEO TO BE ON THE SITE, IT SHALL BE bdUBLE WALLED ANO STORE:D IN Tl'!IS QES1GNATED AREA. tHls LGCAf1QN iS AN AREA THAT W!bL NOT Abl.cOW SPILLED Fl.cUIDS to MIGRATE iNTO SUBSURFACE SOlbS, IN fHE !iV6NT QF A SPILL, fHE FL\Jlb SHALL IMMEDIATEbV B6 GLEAN�D \Jp BY RErvioViNG THE GbNfAMINAtED Sd!l GR STONE. WHICH SHALL BE DiSPOSEo IN AN AGCEPTABLE MANNER. sP1Lls ON HARD siJRFACES SHALL BE SOAKED UP BY AN ACGEPTABLE MATERIAL SUCH A§ Oil bRY AND THe: ABSORBENT MATERIAb DISPdsEQ bF IN A PRGPER MANNER. THE f3Pll.cl SHALL Al§G BE REPORTED !MMEDIATELy To THE GClNTRAcTOR'S SUP�RINtENDENT. B. EQUIPMENT REPAIR, 6SPECIALb V WHEN FLUIDS MlJsT B6 R�MdVED Ff{oM tHE EQUIPMENT oR THE POSSIBILITY oF FLLlib SPILLS 1§ H]GH 1 SHALL ALWAYS 8� DONE OFF�siTE Af A FAGILITY THAT IS MORE SUITABLE THAN A CONSTRUCTION SITE TO HANDLE SPILLS. WHEN �QUIPM!iNT MlJSf BE REPAIRED ONSITE IT SHOULD BE MdVED rd THE MAINTENANCE ANO FUELING AREA. IF POSSIBLE, OTHERWISE, SUITABLE dN:::SiTE c6NTAINERS 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 CONTAINERS, SUCH AS GREASE TUBES AND LUBRICATING OIL ANO 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 MEASURES 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 NECESSARY AND AS DESCRIBED ELSEWHERE ON THE PLANS. EXCESSIVE DUSTING OF SOIL 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 OUST 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 LANO DISTURBANCE. ANY AREAS DISTURBED BY THESE OPERATIONS SHALL BE PROPERLY REVEGETATED. B. LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING. DRILLING, OR OTHER OPERATIONS SHALL BE PROPERLY DISPOSED OF IN SUITABLE WASTE CONTAINERS. THE S1TE 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 CREATES 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 ACTIVITIES SHALL BE DONE IN ACCORDANCE WITH 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 ANO PREVENT THESE MATERIALS FROM ENTERING THE STORM SEWER SYSTEM. D.IF LIME lS USED TO STABILIZE THE SOIL OF THE SITE, THEN ALL CONSTRUCTION EQUIPMENT USED SHALL BE CLEANED OF ALL EXCESS MATERIAL WITH WATER IN THE MAINTENANCE AND REFUELING AREA AS SHOWN WITHIN THESE PLANS. E. NUTRIENTS ANO FERTILIZERS SHALL ONLY BE USED TO ESTABLISH RAPID VEGETATION WHEN THESE PRODUCTS ARE UTILIZED. THE USER SHOULD PAY STRICT ATTENTION TO THE PRODUCTS RECOMMENDED USAGE. 3. CONCRETE WASTEWATER' A.ALL CONCRETE WASTEWATER SHALL BE DISPOSED OF IN THE DESIGNATED AREA AS DIRECTED BY THE GENERAL CONTRACTOR OR ENGINEER. THIS AREA IS TO BE CONSTRUCTED PER DETAIL AND SPECIFICATIONS. THIS AREA SHALL BE INSPECTED ON A DAILY BASIS AT A MINIMUM. WHEN THIS AREA BECOMES HALF-FULL, THE POLLUTANTS SHALL BE EXCAVATED, PLACED IN AN ACCEPTABLE CONTAINER AND DISPOSED OF IN A PROPER MANNER. 4. PAINT PRODUCTS: A.ALL EXCESS PAINT AND THEIR RELATED PRODUCTS SHALL BE DISPOSED OF IN THE MANNER AT WHICH THE MANUFACTURER SUGGESTS. UNDER NO CIRCUMSTANCES WILL PAINT 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 ENGINEER. IN THE EVENT OF ACCIDENTAL CONTAMINATION, ALL EFFORTS SHOULD BE MADE TO REMOVE CONTAMINANTS IN AN APPROPRIATE MANNER. THE WATERLOO-GRANT TOWNSHIP FIRE DEPARTMENT SHOULD BE CONTACTED IMMEDIATELY TO DETERMINE IF FURTHER MEASURES ARE NEEDED. 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 SALlWATER AS REQUIRED BY TABLE NO. 1 BELOW SIZE AND LOCATION OF THE SPILL MORE THAN 2000 GALLONS OF OIL OR SALTWATER THAT IS CONTAINED IN A SECONDARY CONTAINMENT STRUCTURE APPROVED BY THE DEPT. OF NATURAL RESOURCES. MORE THAN 1000 GALLONS OF OIL OR SALTWATER THAT lS NOT CONTAINED IN A SECONDARY CONTAINMENT STRUCTURE APPROVED BY THE DEPT. OF NATURAL RESOURCES. LESS THAN 1000 GALLONS BUT MORE THAN 42 GALLONS OF OIL OR SALTWATER THAT IS NOT CONTAINED IN A SECONDARY CONTAINMENT STRUCTURE APPROVED BY THE DEPT. OF NATURAL RESOURCES BUT !S CONTAINED WITHIN THE BOUNDARY OF THE FACILITY. MORE THAN 55 GALLONS OF OIL THAT IS NOT CONTAINED WITHIN THE BOUNDARY OF THE FACILITY. TABLE 1 SPILL REPORTING REQUIREMENTS IN. DEPT. OF NATURAL RESOURCES NOT MORE THAN 48 HRS. AFTER DISCOVERY OF SPILL NOT MORE THAN 48 HRS. AFTER DISCOVERY OF SPILL LESS THAN 55 GALLONS OF OIL OR SALlWATER NOT MORE THAN 48 HRS. AFTER THAT IS NOT CONTAINED WITH THE BOUNDARY DISCOVERY OF SPILL OF THE FACILITY. ANY SPILL OF OIL OR SALTWATER THAT ENTERS THE WATERS OF THE STATE. ANY SPILL OF O!L OR SALTWATER: (1) THAT HAS NOT BEEN CLEANED UP 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 OIL OR SALTWATER THAT DOES NOT ENTER THE WATERS OF THE STATE. ANY WASTEWATER SPILL ONSITE. NO REPORT REQUIRED DO NOT REPORT UNLESS DIRECT TO STREAM IDEM NOT MORE THAN 2 HRS. AFTER DISCOVERY OF SPILL NOT MORE THAN 2 HRS. AFTER DISCOVERY OF SPILL NOT MORE THAN 2 HRS. AFTER DISCOVERY OF SPILL NOT MORE THAN 2 HRS. AFTER DISCOVERY OF SPILL B. SPILLS REQUIRED BY TABLE 1 TO BE REPORTED TO THE INDIANA DEPARTMENT OF NATURAL RESOURCES MUST BE REPORTED TO THE OFFICE BY TELEPHONE AT 317 - 232-4160. C.SPILLS REQUIRED BY TABLE 1 TO BE REPORTED TO THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT (IDEM) MUST BE REPORTED TO THE OFFICE OF ENVIRONMENTAL RESPONSE AT 317-233-7745 OR aaS-233-7745 (TOLL FREE !N INDiANA). D.EACH REPORT OF A SPILL MUST INCLUOE ALL oi: THE FOLLOWINO INFORMAilON, iHE NAME:, ADD�ES5, AND Tl:LEPHONE NUMB�� 0� tHe l't;A.SON MAKINO rH� R�POfff . fHE NAMe, ADDR6SS, ANO TELl'PHONE NUMBER OF A CONfACf PERSON, IF DIFFERENT THAN fH< l'rnaoN MAKIN� fHe REPORT. fHI' LOCATION OF fHE SPILL, INCLUDING LEASS NAME, fOWN!iHIP, RANtll" AND SEGtlbN. THE TIME QF TH� SPIU •. THE IDENTIFICATION OF fHe sUasfANCI' SPILLEO. THE APPROxlMAT� QUANflf\' OF THE SUBSTANCE THAT HAS BOEN SPILLED QR MAY"" sP1LLEll. THE DURATION OF THE SPILL THE SOURCE iJF TH� SPILL THE NAM• AND LOGATIQN OF WATERS DAMAGEiJ 1 fHE IDENTITY CiF ANY RESPONSE OR:GANiZATIGN RESPONDING To THE SPILL. WHAT MEASURES HAVE BEEN OR WILL BE UNDERTAKEN TO PERFORM A SPILL RESPONSE ANY OTHER INFORMATION THAT MAY BE SIGNIFICANT TO THE RESPONSE ACTION. (NATURAL RESOURCES COMMISSION: 312 IAC 16-5-23; FILED SEPT. 11, 2000, 3:31 PM: 24: IR 279) 312 IAC 16-5-24 SPILL CLEANUP AUTHORITY: 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 JS CONFINED WITHIN A SECONDARY CONTAINMENT STRUCTURE OR COLLECTED AS REQUIRED BY SECTION 22 OF THIS RULE MUST BE: REMOVED WITHIN SEVENTY-TWO (72) HOURS. • PLACED !N A NON-LEAKING STORAGE TANK; AND • MANAGED OR DISPOSED OF IN ACCORDANCE WITH SECTION 27(a) OF THIS RULE C.SALTWATER THAT IS CONFINEDWITHIN A SECONDARY CONTAINMENT STRUCTURE OR COLLECTED AS REQUIRED BY SECTION 22 OF THIS RULE MUST BE: REMOVED WITHIN SEVENTY-TWO (72) HOURS. • PLACED IN A NON-LEAKING STORAGE TANK; AND • DISPOSED OF lN ACCORDANCE WITH SECTION 27(b) OF THIS RULE O.FLUIO PLACED IN A NON-LEAKING STORAGE TANK UNDER SUBSECTION (b) OR SUBSECTION (c) MUST BE DISPOSED OF IN ACCORDANCE WITH SECTION 27 OR THIS RULE WITHIN 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: F. SOILS THAT MEET THE CONDITIONS FOR REMEDIATION IN SECTION 25(C) OF THIS RULE MAY BE: REMEOIATED AT THE FACILITY AS REQUIRED BY SECTION 25 OF THIS RULE. • APPLIED TO LEASE ROADS IN ACCORDANCE WITH SECTION 27(a)(1) OF THIS RULE, OR • EXCAVATED AND DISPOSED OF AS REQUIRED BY SECTION 27(d) OF THIS RULE. G.SOILS THAT DO NOT MEET THE CONDITIONS FOR REMEDIATION \N SECTION 25(c) OF THIS RULE MUST BE EXCAVATED AND DISPOSED OF AS REQUIRED BY SECTION 27(e) OF THIS RULE. H.SOJLS CONTAMINATED WITH SALTWATER MUST BE CLEANED UP AS REQUIRED BY SECTION 26 OF THIS RULE I. SOILS CONTAMINATED WITH OIL THAT WILL BE REMEDIATED UNDER SECTION 25 OF THIS RULE MUST BE MANAGED TO PREVENT DISCHARGE OF OIL TO UNAFFECTED SOIL OR WATERS OF THE STATE. (NATURAL RESOURCES COMMISSION; 312 IAC 16-5-24; FILED SEPT. 11, 2000, 3:31 PM: 24: IR 280) Sanitary Sewer Improvements - SWPPP Plan • Rg\11SIQN$ 3/15/24 BID SET C2024 MidwesternEngin,,er,;. Jnc. 802 w�si Broadway S1ree1 P.O. Bo� :!95 l.oof!OO(�C. \ndi"mo 4755. } DATE MARCH 2024 DESIGN S_M_S_ DRAWN M_M_C_ Q.C. CHECK W_A.E_ PROJECT NUMBER 2020073-00 3 1 31 OF 35 FIL£ NUMBER L-/ 0 /0S 1 Do Not Use Plan Previews for Take Off