0 z 0 0" w z " w " 0 � � � :i � I• w Q -o ,., Q -f11 "' > - · w � ........ � g OJI�� ' M oo <O N "' w .o < �-� ,t�w Q-� !al 9w . ,: :t • • �o oo az .- 00 o< >Y • ' 55 , . <• A1. PLAN INDEX A CONSTRUCTION PLAN LOCATION At. PLAN INDEX OF SHEETS:.. _ .... SHEET 02 e· VICINITY MAP SHOWING PROJECT LOCATION: ..................... ,.......... . ...... SHEET 03 f'-3 · NARRATIVE OF THE NATURE AND PURPOSE OF THE PROJECT: . .A4. LATITUDE ANO LONGITUDE TO THE NEAREST FIFTEEN (15) SECONDS: ... AS. LEGAL DESCRIPTION OF THE PROJECT SITE: . ........ THIS SHEET .. . ..... THIS SHEET A6 11 BY 17-INCH PLAT SHOWING BUILDING LOT NUMBERS BOUNDARIES AND ROAD LAYOUT/NAMES . f,.7. BOUNOAR\ES OF THE 100-YR FLOODPLAINS, FLOODWAY FRINGES, ANO FLOODWAYS ........ THIS SHEET .................. ATTACHMENT ..................................... SHEET 13 AB. LAND USE OF ALL ADJACENT PROPERTIES: . ... ....................................... THIS SHEET A9. IDENTIFICATION OF A U.S EPA APPROVED OR ESTABLISHED TMDL ................................................ THIS SHEET A10. NAME(S) OF THE RECEIVING WATER(S): ........................................................... ..... ...... . .......................................................................................................................... . THIS SHEET IA1 1. IDENTIFICATION OF DISCHARGES TO AWATER ON THE CURRENT 303(0) LIST OF IMPAIRED WATERS AND THE POLLUTANT(S) FOR WHICH IT IS IMPAIRED ........ THIS SHEET 1 12. SOIL MAP OF THE PREDOMINATE SOIL TYPES: . .. . .. ... . ..................................................,_.. SHEET 13 r. 13. IDENTIFICATION AND LOCATION OF ALL KNOWN WETLANDS, LAKES, AND WATER COURSES ON OR ADJACENT TO THE PROJECT SITE; .................................................... ........... ... THIS SHEET r. 14. IDENTIFICATION OF ANY OTHER STATE OR FEDERAL WATER QUALITY PERMITS OR AUTHORIZATIONS THAT ARE REQUIRED FOR CONSTRUCTION ACTIVITIES: ..... .. . ..... .... THIS SHEET r. 1s. IDENTIFICATION AND DELINEATION OF EXISTING GROUND COVER, INCLUDING NATURAL BUFFERS: ... .... .. ..... ... .... ......................................................................... SHEET 4-7 t 16. EXISTING SITE TOPOGRAPHY AT AN INTERVAL APPROPRIATE TO INDICATED DRAINAGE PATTERNS: . .............. SHEET 4-7 r. 17. LOCATION(S) WHERE RUN-OFF ENTERS THE PROJECT SITE" .. ....... ......................................................... ........ . . ............................................................................. SHEET 4-7 r, 18. LOCATION(S) WHERE RUN-OFF DISCHARGES FROM THE PROJECT SITE PRIOR TO LAND DISTURBANCE: ... . .. . ...... . ..................................................................... SHEET 4.7 t 19. LOCATION OF ALL EXISTING STRUCTURES ON THE PROJECT SITE: ... ....................................................................... ........... .... .... --- ..... ... .. .............................................. SHEET 4•7 A20. EXISTING PERMANENT RETENTION OR DETENTION FACILITIES INCLUDING MANMADE WETLANDS, DESIGNED FOR THE PURPOSE OF STORMWATER MANAGEMENT .. . . THIS SHEET A21. LOCATIONS WHERE STORMWATER MAY BE DIRECTLY DISCHARGED INTO GROUND WATER SUCH AS ABANDONED WELLS, SINKHOLES, OR KARST FEATURES . ..... . THIS SHEET A22. SIZE OF THE PROJECT AREA EXPRESSED IN ACRES: THIS SHEET E J. TOTAL EXPECTED LAND DISTURBANCE EXPRESSED IN ACRES . THIS SHEET E4. PRPOPOSED FINAL TOPOGRAPHY: ................................................ ... . . THIS SHEET ES. LOCATION AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS: .................................................................................................................................................... ........................... THIS SHEET E6. LOCATIONS , SIZE ANO DIMENSIONS OF ALL STORMWATER DRAINAGE SYSTEMS SUCH AS CULVERTS, STORMWATER SEWER, AND CONVEYANCE CHANNELS ........................... SHEET 4-7 f7. LOCATION OF SPECIFIC POINTS WHERE STORMWATER AND NON-STORMWATER DISCHARGES WILL LEAVE THE PROJECT SITE· ...... .......................................... ........................... SHEET 4-7 1\28. LOCATION OF ALL PROPOSED SITE IMPROVEMENTS INCLUDING ROADS UTILITIES, LOT DELINEATION ANO IDENTIFICATION, PROPOSED STRUCTURES AND COMMON AREAS: . SHEET 4-7 A29. LOCATION OF ALL ON-SITE AND OFF-SITE STOCKPILES ANO BORROW AREAS: .. A30. CONSTRUCTION SUPPORT ACTIVITIES THAT ARE EXPECTED TO BE PART OF THE PROJECT: . .. THIS SHEET THIS SHEET A31. LOCATION OF ANY IN-STREAM ACTIVITIES THAT ARE PLANNED FOR THE PROJECT INCLUDING, BUT NOT LIMITED TO STREAM CROSSINGS ANO PUMP AROUNDS ...................... THIS SHEET B STORMWATER POLLUTION PREVENTION PLAN: B1. DESCRIPTION OF POTENTIAL SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 82. STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONS: . B3. SPECIFICATIONS FOR TEMPORARY AND PERMANENT STABILIZATION B4. SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS: .. BS. SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS: B6. RUNOFF CONTROL MEASURES B7. STORMWATER OUTLETnNLET PROTECTION LOCATIONAND SPECIFICATIONS 88. GRAD STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS BS. DEWATERING APPLICATIONS AND MANAGEMENT METHODS B10. MEASURES UTILIZED FOR WORK WITHIN WATER BODIES: B11. MAINTENANCE GUIDELINES FOR EACH PROPOSED STORMWATER QUALITY MEASURE: 812 PLANNED CONSTRUCTION SEQUENCE THAT DESCRIBES THE IMPLEMENTATION OF STORMWATER QUALITY MEASURES IN RELATION TO LAND DISTURBANCE: . B13. PROVISIONS FOR EROSION ANO SEDIMENT CONTROL ON INDIVIDUAL RESIDENTIAL BUILDING LOTS REGULATED UNDER THE PROPOSED PROJECT: B14. MATERIAL HANDLING ANO SPILL PREVENTION: LOCATION THIS SHEET THIS SHEET THIS SHEET THIS SHEET THIS SHEET THIS SHEET THIS SHEET THIS SHEET THIS SHEET THIS SHEET THIS SHEET THIS SHEET THIS SHEET THIS SHEET B15. MATERIAL HANDLING ANO STORAGE PROCEDURES ASSOCIATED WITH CONSTRUCTION ACTIVITY ......... THIS SHEET C. POST CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN: Cl. DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LANO USE. C2. DESCRIPTION OF PROPOSED POST CONSTRUCTION STORMWATER QUALITY MEASURES: . C3. PLAN DETAILS FOR EACH STORMWATER MEASURE: .. C4. SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION: . C5. DESCRIPTION OF MAINTENANCE GUIDELINES FOR PROPOSED POST CONSTRUCTION WATER QUALITY MEASURES: C6. ENTITY RESPONSIBLE FOR OPERATION ANO MAINTENANCE OF POST-CONSTRUCTION STORMWATER MEASURES MAINTENANCE NOTES: 1) SILT FENCE REQUIREMENTS a. IN SPECT TH E SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. b. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. c. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE H EIGHT OF THE F ENCE AT ITS LOWEST POINT OR CAUSES THE FABRIC TO BULGE. d. TAKE CARE TO AVOID UNDERMINING THE SILT FENCE DURING CLEAN OUT. e. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE AND STABILIZE. 2) TEMPORARY GRAVEL CONSTRUCTION ENTRANCE REQUIREMENTS a. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. b. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. c. TOP DRESS WITH CLEAN STONE AS NEEDED. d. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWE EPING BULK CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING WITH WATER. e. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. c. TEMPORARY ROCK CHECK DAMS d. INSPECT ROCK CHECK DAMS AFTER EACH STORM EVENT AND IMMEDIATELY REPAIR AND EROSION AND PIPING HOLES. e. REMOVE SEDIMENT WHEN IT IS ACCUMULATED AT ONE•HALF THE DESIGN DEPTH. f. INSPECT VEGETATION AND RESEED IF NECESSARY. g. AFTER All DISTURBED AREAS HAVE BEEN STABILIZED, REMOVE THE FAIRCLOTH SKIMMER ANO SEDIMENT. SMOOTH THE SITE TO BLEND WITH ADJOINING AREAS, AND STABILIZE. 4) RIPRAP a. INSPECT PERIODICALLY FOR DISPLACED ROCK MATERIAL, SLUMPING, AND EROSION AT EDGES ESPECIALLY DOWNSTREAM OR DOWNSLOPE. 5) INLET PROTECTION a. INSPECT DAILY. b. REMOVE ACCUMULATED SEDIMENT FROM PAVED AREA (DO NOT FLUSH WITH WATER) AFTER EACH STORM EVENT. DEPOSIT SEDIMENT IN AN AREA WHERE IT WILL NOT REENTER THE PAVED AREA OR STORM DRAINS. c. INSPECT FOR DAMAGE BY VEHICULAR TRAFFIC AND REPAIR IF NEEDED_ d. WHEN THE CONTRJBUTING DRAINAGE AREAS HAVE BEEN STABILIZED, REMOVE INLET PROTECTION. LOCATION THIS SHEET THIS SHEET THIS SHEET THIS SHEET THIS SHEET THIS SHEET CONSTRUCTION/STORMWATER POLLUTION PREVENTION PLAN (SWP3) NARRATIVE A.CONSTRUCTION PLAN ELEMENTS A1 - INDEX OF THE LOCATION OF REQUIRED PLAN ELEMENTS IN THE CONSTRUCTION PLAN: SHEET 2 OF THE PLAN SET Kl. - A VICINITY MAP DEPICTING THE PROJECT SITE LOCATION IN RELATIONSHIP TO RECOGNIZABLE LOCAL LANDMARKS, TOWNS, AND MAJOR ROADS: SHEET 2 OF THE PLAN SET. A3 - NARRATIVE OF THE NATURE AND PURPOSE OF THE PROJECT THE PROJECT CONSISTS OF THE CONSTRUCTION OF A WATER MAIN EXTENSION AND WATER INFRASTRUCTURE TO BETTER SERVE EXISTING CUSTOMERS OF VINCENNES. THE PROJECT WILL BE OWNED BY VINCENNES WATER UTILITIES AND BE CONSTRUCTED ON EASEMENTS TO BE ACQUIRED FROM PRIVATE PROPERTY OWNERS. THE IMPROVEMENTS INCLUDE APPROXIMATELY 9,000 LINEAL FEET OF 12-INCH 0.1. CLASS 350 WATER MAIN WITH 8 MIL 'V-BIO' POLYETHYLENE ENCASEMENT, A CONTROL VALVE PIT, FIRE HYDRANTS, AND RELATED APPURTENANCES. A4 - LATITUDE ANO LONGITUDE TO THE NEAREST FIFTEEN (15) SECONDS: THE APPROXIMATE LATITUDE AND LONGITUDE AT THE APPROXIMATE ENTRANCE TO THE PROJECT SITE IS: LATITUDE 38°37'34.34' N, LONGITUDE 67'31'38.94" W AS - LEGAL DESCRIPTION OF THE PROJECT SITE: A PART OF SECTION COMMON LOTS C, TOWNSHIP 2N, RANGE 10 WEST, IN VINCENNES TOWNSHIP, KNOX COUNTY. INOIANA. A6 - 11 X 17-INCH PLAT SHOWING BUILDING LOT NUMBERS/BOUNDARIES AND ROAD LAYOUT/NAMES: A REDUCED SIZE PLAN OF THE PROJECT IS INCLUDED VIA A SEPARATE ATTACHMENT. A7 - BOUNDARIES OF THE ONE HUNDRED (100) YEAR FLOODPLAINS, FLOODWAY FRINGES, AND FLOODWAYS: THE PROJECT IS PARTIALLY LOCATED IN A FLOODPLAIN, FLOODWAY FRINGE OR FLOODWAY PLEASE REFER TO SHEET 3 OF THE PLAN SET. AB - LAND USE OF ALL ADJACENT PROPERTIES:THE PROPOSED PROJECT IS A LINEAR WATER MAIN EXTENSION LOCATED ON THE SOUTH SIDE OF THE CITY OF VINCENNES. THE WATER MAIN INITIALLY CONNECTS TO AN EXISTING MAIN AT THE INTERSECTION OF INDUSTRIAL PARK BOULEVARD AND KELLER ROAD, THEN EXTENDS GENERALLY SOUTH ANO EAST ACROSS AND ALONG EXISTING COUNTY ROADS KELLER ROAD AND ESSEX ROAD.. THE PROJECT IS ADJACENT TO COMMERCIAL PROPERTY USED FOR FARBEST FOODS INC. AND INDOT. THERE ARE NO EXISTING RESIDENTIAL HOMES ALONG THE PROPOSED ROUTE. OTHER ADJACENT LANO USES INCLUDE ROW CROP FARMLAND ANO OPEN FIELDS. THE PROJECT AREA IS LOCATED OUTSIDE THE URBAN CORE OF VINCENNES AND IS GENERALLY CHARACTERIZED BY AGRICULTURAL, COMMERCIAL, AND UNDEVELOPED LANDS. A9 - IDENTIFICATION OF A U.S. EPA APPROVED OR ESTABLISHED TMDL: THE SITE LIES WITHIN THE RIVER OESHEE-WABASH RIVER WATERSHED. MORE SPECIFICALLY THE SITE DRAINS TO THE SWAN DITCH SUBWATERSHEO WHICH IS NOT LISTED AS IMPAIRED. A10 - NAME(S) OF THE RECEIVING WATER($)· THE ENTIRE SITE LIES WITHIN THE RIVER DESHEE-WABASH RIVER WATERSHED. ALL RUNOFF ONSITE DRAINS TO SWAN POND DITCH (HUC 051201 13020020} VIA SHEET FLOW. A11 - IDENTIFICATION OF DISCHARGES TO A WATER ON THE CURRENT 303(0) LIST OF IMPAIRED WATERS AND THE POLLUTANT(S) FOR WHICH IT IS IMPAIRED: THE SITE ITSELF AND SWAN POND DITCH IS NOT INCLUDED ON THE CURRENT 303(0) LIST OF IMPAIRED WATERS. FURTHER DOWNSTREAM, THE WABASH RIVER IS LISTED AS IMPAIRED. A12 - SOILS MAP OF THE PREDOMINATE SOIL TYPES: THE MOST RECENT USDA SOIL SURVEY FOR KNOX COUNTY INDICATES THE PRESENCE OF THE FOLLOWING SOIL TYPES WITHIN THE SITE BOUNDARY: ALVIN FINE SANDY LOAM, 2 TO S PERCENT SLOPES (ANB}; AYRSHIRE FINE SANDY LOAM (AY); BLOOMFIELD LOAMY FINE SAND, 2 TO 10 PERCENT SLOPES (BLB): LYLES FINE SANDY LOAM (LY); CONOTTON SANDY LOAM, 0 TO 3 PERCENT SLOPES {COA); EDWARDS VARIANT MUCK, DRAINED (ED); SELMA LOAM (SA}. THERE ARE NO CONCERNS ABOUT THE SUITABILITY OF THE SOILS FOR THE PROPOSED SITE WORK. ANY UNSUITABLE MATERIALS ENCOUNTERED DURING CONSTRUCTION WILL BE REMOVED AND PROPERLY DISPOSED OF. THE USDA SOIL MAP IS INCLUOED ON SHEET 13 OF THE PLANS. A13- IDENTIFICATION AND LOCATION OF ALL KNOWN WETLANDS, LAKES, AND WATER COURSES ON OR ADJACENT TO THE PROJECT SITE (CONSTRUCTION PLAN, EXISTING SITE LAYOUT): THE PROJECT SITE WILL NOT IMPACT ANY WETLANDS, LAKES, OR WATER COURSES. THE PROJECTWILL CONSTRUCTAN UNDERGROUND UTILITY CROSSING OF SWAN POND DITCH. NO IMPACT BELOW THE TOP OF BANKWILL OCCUR. THE NATIONAL WETLANDS INVENTORY MAP IS INCLUDED ON SHEET 13 OF THE PLANS. A14 - IDENTIFICAT10N OF ANY OTHER STATE OR FEDERAL WATER QUALITY PERMITS OR AUTHORIZATIONS THAT ARE REQUIRED FOR CONSTRUCTION ACTIVITIES. NO PERMITS OR AUTHORIZATIONS WILL BE REQUIRED. ALL WATERWAY CROSSINGS WILL BE COMPLETED BY UNCASED DIRECTIONAL BORE, A15 - IDENTIFICATION AND DELINEATION OF EXISTING COVER, INCLUDING NATURAL BUFFERS: THE EXISTING PROJECT CORRIDOR CONSISTS OF PAVED AND GRAVEL ROAD ALONG WITH FARM LAND. A16 - EXISTING SITE TOPOGRAPHYAT AN INTERVAL APPROPRIATE TO INDICATE DRAINAGE PATTERNS: THE PROJECT IS LINEAR AND NO CHANGE IN EXISTING TOPOGRAPHY WILL OCCUR. A17- LOCATION($) WHERE RUN-OFF ENTERS THE PROJECT SITE: THE PROJECT IS LINEAR IN NATURE AND DOES NOT CHANGE THE EXISTING TOPOGRAPHY. WATER ENTERS THE LINEAR CORRIDOR VIA SHEET FLOW OR CONCENTRATED FLOW AS IT CURRENTLY EXISTS. NO CHANGE IN THE WAY WATER ENTERS OR LEAVES THE SITE WILL OCCUR BEFORE, DURING OR AFTER THE PROJECT. A18- LOCATION(S) WHERE RUN-OFF DISCHARGES FROM THE PROJECT SITE PRIOR TO LAND DISTURBANCE: THE PROJECT SITE IS A LINEAL PROJECT AND THERE ARE MULTIPLE AREAS THROUGHOUT THE PROJECT WHERE RUNOFF DISCHARGES. EXISTING DISCHARGES WILL BE UNALTERED. NO POST CONSTRUCTION MEASURES WILL BE ADDEO TO REDUCE RUNOFF AS NO CHANGE IN TOPOGRAPHY OR LAND USE WILL OCCUR DUE TO THE PROJECT. All IMPROVEMENTS WILL BE MADE BELOW GRADE AND THE SITE RETURNED TO PREVIOUS CONDITION UPON COMPLETION OF UTILITY LINE INSTALLATION. A19 - LOCATION OF ALL EXISTING STRUCTURES ON THE PROJECT SITE: SEE CONSTRUCTION PLANS FOR LOCATIONS OF EXISTING STRUCTURES ON THE PROJECT SITE. Kl.0 - EXISTING PERMANENT RETENTION OR DETENTION FACILITIES, INCLUDING MANMADE WETLANDS, DESIGNED FOR THE PURPOSE OF STORMWATER MANAGEMENT: THERE ARE NO EXISTING RETENTION OR DETENTION FACILITIES ON THE EXISTING SITE. Kl.1 • LOCATIONS WHERE STORMWATER MAY BE DIRECTLY DISCHARGED INTO GROUND WATER, SUCH AS ABANDONED WELLS, SINKHOLES, OR KARST FEATURES: THERE ARE NO KNOWN LOCATIONS WHERE STORMWATER MAY BE DIRECTLY DISCHARGED INTO GROUNDWATER, SUCH AS ABANDONED WELLS, SINKHOLES, OR KARST FEATURES A22 - SIZE OF THE PROJECT AREA EXPRESSED IN ACRES: THE TOTAL PROJECT CORRIDOR ANO AREA TO BE DISTURBED WITH CONSTRUCTION ACTIVITIES IN 5.02 ACRES. Kl.3 - TOTAL EXPECTED LAND DISTURBANCE EXPRESSED IN ACRES: THE TOTAL EXPECTED AREA TO BE DISTURBED WITH CONSTRUCTION ACTIVITIES IS APPROXIMATELY 5.02 ACRES. Kl.4 - PROPOSED FINAL TOPOGRAPHY: SEE REFERENCED CONSTRUCTION DRAWINGS FOR FINAL TOPOGRAPHY. Kl.5 - LOCATIONS AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS: SEE CONSTRUCTION PLANS FOR ALL LOCATIONS AND BOUNDARIES OF ANTICIPATED DISTURBED AREAS. Kl.6 - NO STORMWATER DRAINAGE SYSTEMS WILL BE USED OR CHANGED FOR THE PROPOSED PROJECT. THE PROJECT IS LINEAL AND UNDERGROUND. THE SITE TOPOGRAPHY WILL NOT CHANGE DUE TO THE PROJECT. A27 - LOCATIONS OF SPECIFIC POINTS WHERE STORMWATERAND NON-STORMWATER DISCHARGES WILL LEAVE THE PROJECT SITE SEE PROJECT PLAN SHEETS FOR THE LOCATIONS OF SPECIFIC POINTS WHERE CONCENTRATED STORMWATER AND NON-STORMWATER DISCHARGES WILL LEAVE THE SITE. A28 - LOCATION OF ALL PROPOSED SITE IMPROVEMENTS, INCLUDING ROADS, UTILITIES, LOT DELINEATION AND IDENTIFICATION, PROPOSED STRUCTURES, AND COMMON AREAS: SEE CONSTRUCTION PLANS FOR LOCATION OF ALL PROPOSED IMPROVEMENTS FOR THE NEW WATER MAINS. A29 - LOCATION OF ALL ON-SITE AND OFF-SITE SOIL STOCKPILESAND BORROWAREAS: SEE PROJECT PLAN SHEETS FOR LOCATIONS OF ALL ONSITE SOIL STOCKPILE AREAS. OFFSITE STOCKPILES AND BORROW AREAS ARE NOT KNOWN AT THIS TIME. A30 - CONSTRUCTION SUPPORT ACTIVITIES THAT ARE EXPECTED TO BE PART OF THE PROJECT: STANDARD CONSTRUCTION SUPPORT ACTIVITIES ARE EXPECTED FOR THIS PROJECT, SUCH AS STAGING AREAS. MATERIAL STORAGE AREAS, AND LOCATIONS FOR CONCRETE WASHOUTS, DUMPSTERS AND PORTABLE LATRINES AS NECESSARY. A31 - LOCATION OF ANY IN-STREAM ACTIVITIES THAT ARE PLANNED FOR THE PROJECT INCLUDING, BUT NOT LIMITED TO, STREAM CROSSINGS AND PUMP AROUNDS. THERE ARE NO IN-STREAM ACTIVITIES THATARE PLANNED FOR THE PROJECT. B STORMWATER POLLUTION PREVENTION PLAN -CONSTRUCTION COMPONENT B1 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES: FUEL AND LUBRICANTS FROM MACHINERY, WASTE FROM CONCRETE TRUCK WASHOUT, SANITARY WASTE FROM LATRINES, CONSTRUCTION WASTE, DOMESTIC GARBAGE, SEDIMENT FROM STORM WATER RUNOFF AND VEHICLE TRACKING, AND WINDBORNE DUST AND FERTILIZERS FROM SEEDING OPERATIONS. B2. STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONS: A TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD ANO EQUIPMENT STAGING AREA SHALL BE INSTALLED AT THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH THE INDIANA STORM WATER QUALITY MANUAL. REFER TO SHEET B FOR THE SUGGESTED LOCATION. B3. SPECIFICATIONS FOR TEMPORARY AND PERMANENT STABILIZATION: TEMPORARY STABILIZATION SPECIFICATIONS: THE CONTRACTOR SHALL INITIATE SEED ANO MULCH ALL DISTURBED AREAS BY THE END OF THE SEVENTH DAY THE AREA IS LEFT IDLE. STABILIZATION MUST BE COMPLETED WITHIN FOURTEEN DAYS AFTER INITIATION. STRAW/HAY MULCH SHALL BE APPLIED AT A RATE OF 2 TONS PER ACRE AND SHALL BE ANCHORED WITH A MULCH ANCHORING TOOL OR FARM DISK. SEEDING REQUIREMENT SHALL BE IN ACCORDANCE WITH TABLE 1, LOCATED IN CHAPTER 7, PAGE 32 OF THE INOIANA STORM WATER QUALITY MANUAL, WHICH IS SUMMARIZED BELOW. Table 1. Temporary Seeding Specifications Seed Species· Rate/acre Planting Depth Optimum dates 0 Wheat or Rye 150 lbs. 1 to 1-1/2 inch 9/15 to 10/30 Spring Oats 100 lbs. 1 inch 3/1 to 4/15 Annual Ryegrass 40 lbs. 1/4 inch 3/1 to 5/1 8/1 to 9/1 German Millet 4D lbs. 1 to2 inch 511 lo 6/1 Sudangrass 35 lbs. 1 to 2 inch 5/1 to7/30 Buckwheat 60 lbs. 1 to 2 inch 4/15 to 6/1 Corn (broadcast) 300 lbs. 1 to 2 inch 5/11 to B/1D Sorghum 35 lbs. 1 to 2 inch 5/1 10 7/1 5 • Perennial species may be used as a temporary co.-er. especially 1flhe areas to be seeded wil remain idle for more than 1 year. •• Seedirlg done outside the optimum seedirlg dates increases lM cllances of seedi�g failure. Dates may be exlsnde-d or shortened based on the location of the proJecl sita with trnl state. THE SEED BED SHALL BE PREPARED BY APPLYING 400-600 LBS PER ACRE OF 12-12-12 FERTILIZER AND WORKING 2-4 INCHES INTO THE SOIL AND MULCHING MATERIAL APPLIED A THE RATE OF 2 TONS PER ACRE. DORMANT & FROST SEEDING SHOULD BE UTILIZED FOR SEEDING WHEN TEMPERATURES ARE TOO LOW FOR GERMINATION TO OCCUR. PERMANENT STABILIZATION SPECIFICATIONS: • THE CONTRACTOR SHALL FERTILIZE, SEED AND MULCH ALL DISTURBED AREAS WHEN FINAL GRADING ANO LANO DISTURBING OPERATIONS ARE COMPLETE. SEEDING REQUIREMENTS SHALL BE IN ACCORDANCE WITH TABLE 1 LOCATED IN CHAPTER 7, PAGES 38-39 OF THE INDIANA STORM WATER QUALITY MANUAL, SHOWN AT THE BOTTOM RIGHT, TABLE 2. • THE SEED BED SHALL BE PREPARED BY APPLYING 400-600 LBS PER ACRE OF 12-12-12 FERTILIZER AND WORKING 2-4 INCHES IN TO THE SOIL AND APPLY STRAW/HAY MULCH AT THE RATE OF 20 TONS PER ACRE. • OPTIMUM DATES FOR PERMANENT SEEDING ARE MARCH 1- MAY 10 AND AUGUST 10-SEPTEMBER 30. • TEMPORARY SEEDING SHOULD BE CONSIDERED BETWEEN MAY 10 AND AUGUST 10. • DORMANT & FROST SEEDING SHOULD BE UTILIZED WHEN TEMPERATURES ARE TOO LOW FOR GERMINATION TO OCCUR, OCTOBER 1 - MAY 9. • FINAL STABILIZATION IS ACHIEVED WHEN CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED AND PERENNIAL VEGETATIVE COVER WITH A DENSITY OF SEVENTY PERCENT HAS BEEN ESTABLISHED. B4. SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOWAREAS: EROSION CONTROL BLANKETS SHALL BE INSTALLED IMMEDIATELY ON SLOPES OF CONCERN AFTER THE AREA HAS BEEN GRADED TO THE DESIGN ELEVATIONS. THE ONLY CONCENTRATED FLOWAREA ON THE SITE IS ACROSS SWAN PONO DITCH UPON CROSSING, SILT FENCE WILL BE ERECTED TO PREVENT SEDIMENT FROM ENTERING ANY CONCENTRATED FLOW AREA BS. SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS: DURING EARTHWORK AND UNDERGROUND UTILITY INSTALLATION, SILT FENCE WILL BE UTILIZED AROUND THE DISTURBED AREA PERIMETER TO SLOW AND FILTER THE STORMWATER RUNOFF GENERATED FROM THIS PROJECT. STEEPER AREAS OF SHEET FLOW WHERE GRADING IS TAKING PLACE WILL NEED EROSION CONTROL BLANKETS REFER TO PROJECT PLAN SHEETS FOR LOCATIONS. B6. RUNOFF CONTROL MEASURES: THIS PROJECT INCLUDES SECURED EROSION CONTROL ELEMENTS SUCH AS SILT FENCING ANO EROSION CONTROL BLANKETS. THESE SHALL BE INSTALLED IN ACCORDANCE WITH THE INDIANA STORM WATER QUALITY MANUAL. 87. STORM WATER OUTLET / INLET PROTECTION LOCATION AND SPECIFICATIONS: NO CULVERTS OR OTHER UNDERGROUND STORMWATER STRUCTURES EXIST WITH THE EXCEPTION OF ONE INLET AT APPROXIMATELY STATION 40+00 ON SHEET 5 AN INLET PROTECTION SOCK WILL BE USED DURING CONSTRUCTION. B8. GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS: THIS SHOULD NOT BE NECESSARY FOR THIS PROJECT BECAUSE LARGE AREAS ARE NOT BEING REGRADED. EROSION CONTROL BLANKETS COULD BE INSTALLED IF AREAS OF CONCERN ARISE. 89. DEWATERING APPLICATIONS AND MANAGEMENT METHODS: IF OEWATERING OCCURS FROM ANY WATER BODY AT ANY TIME DURING CONSTRUCTION, A DEWATERING FILTER BAG SHALL BE USEDTO FilTERTHE WATER PRIOR TO EXITING THE SITE. DEWATERING SHOULD BE USED TO CONTROL THE MOISTURE OF SOILS DURING GRADING OPERATIONS DURING WET WEATHER IF NECESSARY. B10. MEASURES UTILIZED FOR WORK IN WATER BODIES: A TEMPORARY PUMP AROUND WITH SANDBAGS WILL BE UTILIZED FOR THE CROSSING OF SWAN POND DITCH, IF NECESSARY. NO OTHER WORK IN WATER BODIES Will OCCUR. B11. MAINTENANCE GUIDELINES FOR EACH PROPOSED STORM WATER QUALITY MEASURE: MAINTENANCE SHALL OCCUR AS FOLLOWS: 1) ALL STORMWATER QUALITY MEASURES SHALL BE INSPECTED AND MAINTAINED IN ACCORDANCE WITH ITS RESPECTIVE MANUFACTURER'S RECOMMENDATIONS. 2) A SELF-MONITORING PROGRAM THAT INCLUDES THE FOLLOWING MUST BE IMPLEMENTED BY THE PRIME CONTRACTOR: a. A TRAINED INDIVIDUAL SHALL PERFORM A WRITTEN EVALUATION OF THE PROJECT SITE BY THE END OF THE NEXT BUSINESS DAY FOLLOWING EACH ½ INCH STORM EVENT ANO AT A MINIMUM OF ONE TIME PER WEEK. b. THE EVALUATION MUST ADDRESS THE MAINTENANCE OF EXISTING STORMWATER QUALITY MEASURES TO ENSURE THEY ARE FUNCTIONING PROPERLY; ANO IDENTIFY ADDITIONAL MEASURES NECESSARY TO ENSURE COMPLIANCE WITH ALL APPLICABLE STATUTES AND REGULATIONS. c. WRITTEN EVALUATION REPORTS MUST INCLUDE THE NAME OF THE INDIVIDUAL PERFORMING THE EVALUATION; THE DATE OFTHE EVALUATION: PROBLEMS IDENTIFIED AT THE PROJECT SITE; AND DETAILS OF CORRECTIVE ACTIONS RECOMMENDED AND COMPLETED. 3) REFER TO MAINTENANCE NOTES INCLUDED ON THIS SHEET. B12 PLANNED CONSTRUCTION SEQUENCE THAT DESCRIBES THE IMPLEMENTATION OF STORMWATER QUALITY MEASURES IN RELATION TO LANO DISTURBANCE: CONSTRUCTION SEQUENCE FOR EROSION AND SEDIMENT CONTROL CONSTRUCTION PHASE ( SPECIFIC CONSTRUCTlON SCHEDULE CONSIDERATIONS ACTIVITIES OR EROSION CONTROL PRACTICES) PRE-CONSTRUCTION ACTIONS BEFORE CONSTRUCTION, EVALUATE, MARK & PROTECT VEGETATION (EVALUATION/PROTECTION OF IMPORTANT SITE SUITABLE FOR FILTER STRIPS ALONG THE PERIMETER OF THE CONSTRUCTION CHARACTERISTICS) LIMITS. A PRECONSTRUCTION MEETING WILL BE REQUIRED TO BE HELO WITH SWPPP REVIEWER, PLAN DESIGNER AND PROJECT OWNER TO DISCUSS SWPPP SUBMITTAL, PROJECT SCHEDULE AND INSPECTIONS. INSTALL PERIMETER BMPS • INSTALL CONSTRUCTION INGRESS I EGRESS PAD & STAGING AREA; INSTALL (CONSTRUCTION EXITS, FILTER STRIPS, SILT SILT FENCE AROUND THE SPECIFIED AREA TO PREVENT SEDIMENT FROM FENCE, DROP INLET PROTECTION, EQUIPMENT EXITING THE SITE. SEE PROJECT PLAN SHEETS FOR LOCATIONS PARKING AREAS) PREPARE SITE FOR CONSTRUCTION • INFORM ALL CONTRACTORS OF AREAS TO BE PROTECTED. IF STOCKPILING, (SOIL STOCKPILES AND TEMPORARY SEDIMENT IMMEDIATELY AFTER TEMPORARY SEED & INSTALL SEDIMENT BARRIERS BASIN) AROUND THE PERIMETER. RUNOFF CONTROL* INSTALL ENERGY DISSIPATERS AT THE OUTLETS OF ALL FES STRUCTURES (ROCK CHECK DAMS, DIVERSIONS, PERIMETER IMMEDIATELY AFTER INSTALLATION DIKES, OUTLET PROTECTION) RUNOFF CONVEYANCE SYSTEMS• INSTALL INLET AND OUTLET PROTECTION IMMEDIATELY PRIOR TO UTILITY (STABILIZE SWALES, STORM DRAINS, INLET AND INSTALLATION. OUTLET PROTECTION, CHANNELS) LAND CLEARING AND GRADING• BEGIN MAJOR CLEARING AND GRADING AFTER INSTALLING THE KEY (CUTTING/FILLING, GRADING DRAINS, SEDIMENT SEDIMENT ANO RUNOFF CONTROL MEASURES. TRAPS, BARRIERS, DIVERSIONS, SURFACE ROUGHENING) SURFACE STABIL1ZATION APPLY TEMPORARY OR PERMANENT STABILIZATION MEASURES IMMEDIATELY (TEMPORARY AND PERMANENT SEEDING, ON ALL DISTURBED AREAS WHERE WORK IS DELAYED OR COMPLETED. THE MULCHING, SODDING, RIP-RAP) ENTIRE SITE SHALL BE STABILIZED UPON COMPLETION OF CONSTRUCTION. BUILDING CONSTRUCTION * INSTALL NECESSARY EROSION AND SEDIMENT CONTROL PRACTICES AS (BUILDING. UTILITIES, PAVING) WORK TAKES PLACE. LANDSCAPING AND FINAL STABILIZATION • STABILIZE ALL OPEN AREAS INCLUDING BORROW AND SPOIL AREAS. REMOVE (TOPSOIL, TREES, SHRUBS. PERMANENT SEEDING, TEMPORARY CONTROL MEASURES AND STABILIZE. MULCHING, SODDING & RIP-RAP) • MAINTENANCE - (1) INSPECT PRACTICES AT LEAST ONCE A WEEK, & (2) MAKE REPAIRS IMMEDIATELY AFTER PERIODS OF RAINFALL. B13. PROVISIONS FOR EROSION & SEDIMENT CONTROL ON INDIVIDUAL RESIDENTIAL BUILDING LOTS REGULATED UNDER THE PROPOSED PROJECT: NOT APPLICABLE B14. MATERIAL HANDLING AND SPILL PREVENTION: THE CONTRACTOR SHALL NOTIFY THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT (1.800.233.7745) WHEN SPILLS OCCUR AND THREATEN WATER QUALITY DUE TO STORM WATER RUNOFF ALL MATERIAL SHALL BE USED, INSTALLED AND DISPOSED OF IN ACCORDANCE WITH ITS MANUFACTURER'S INSTRUCTIONS AND AS REQUIRED BY GOVERNING AGENCIES. THE CONTRACTOR SHALL KEEP MANUFACTURER'S LABELS AND MATERIAL SAFETY DATA SHEETS (MSDS) ON SITE. • THE CONTRACTOR SHALL MONITOR EQUIPMENT AND THEIR PARKING AREAS FOR LEAKS. B15. MATERIAL HANDLING AND STORAGE PROCEDURES ASSOCIATED WITH CONSTRUCTION ACTIVITY · • ALL MATERIALS USED ON-SITE SHALL BE STORED IN AN ORDERLY MANNER AND IN APPROVED CONTAINERS. MATERIALS SHALL BE KEPT IN THEIR ORIGINAL PACKAGING WITH THE MANUFACTURER'S LABELS UNTIL READY FOR INSTALLATION. ALL PIPES ANO FITTINGS WILL BE DELIVERED TO THE SITE, OFFLOADED, AND THEN INSTALLED BY CONSTRUCTION EQUIPMENT LABORERS • THE CONTRACTOR SHALL UTILIZE RE-SEALABLE CONTAINERS WHEN STORING UNUSED MATERIALS SUSCEPTIBLE TO SPILLAGE. • APPROPRIATE MEASURES MUST BE IMPLEMENTED TO MANAGE WASTES OR UNUSED BUILDING MATERIALS INCLUDING, BUT NOT LIMITED TO GARBAGE, DEBRIS, CLEANING WASTES, WASTEWATER. CONCRETE OR CEMENTITIOUS WASHOUT WATER, MORTAR/MASONRY PRODUCTS, SOIL STABILIZERS, LIME STABILIZATION MATERIALS AND OTHER SUBSTANCES. WASTE AND UNUSED BUILDING MATERIALS MUST BE MANAGED AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE STATUTES AND REGULATIONS. PROPER STORAGE AND HANDLING OF MATERIALS, SUCH AS FUELS OR HAZARDOUS WASTES, ANO SPILL PREVENTION AND CLEAN-UP MEASURES MUST BE IMPLEMENTED TO MINIMIZE THE POTENTIAL FOR POLLUTANTS TO CONTAMINATE THE SURFACE OR GROUNDWATER OR DEGRADE SOIL QUALITY. THE LOCATION OF CONCRETE OR CEMENTITIOUSWASHOUTAREAS MUST BE CLEARLY POSTED SO ALL CONTRACTORS ANO SUB-CONTRACTORS ARE AWARE OF THE LOCATION. WASH WATER MUST BE DIRECTED INTO LEAK-PROOF CONTAINERS OR LEAK-PROOF CONTAINMENT AREAS WHICH ARE LOCATED AND DESIGNED TO DIVERT STORMWATER RUNOFF AWAY FROM THE MEASURE AND SIZED TO PREVENT THE DISCHARGE AND/OR OVERFLOW OF THE WASH WATER. C STORMWATER POLLUTION PREVENTION PLAN - POST CONSTRUCTION COMPONENT C1 DESCRIPTION OF POLLUTANTS ANO THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE OIL, GREASE, ANTIFREEZE, BRAKE FLUID, BRAKE DUST, RUBBER FRAGMENTS, GASOLINE, DIESEL FUEL, OTHER HYDROCARBONS AND METALS FROM VEHICULAR SOURCES. GRIT (SEDIMENT) FROM WEARING OF THE ROAD SURFACE ANO FALLING OFF VEHICULAR SOURCES. TRASH, BACTERIA ANO BIOLOGICAL AGENTS IN TRASH, FROM UTTERING OR IMPROPER DISPOSAL OR STORAGE. PESTICIDES, HERBICIDES ANO FERTILIZERS FROM LAWN / LANDSCAPING MAINTENANCE APPLICATIONS ELEVATED RECEIVING WATER TEMPERATURE FROM STORM WATER RUNOFF CONTACT WITH IMPERVIOUS SURFACES. C2. DESCRIPTION OF PROPOSED POST CONSTRUCTION STORMWATER QUALITY MEASURES: THE OWNER SHALL MONITOR THE PAVEMENT FOR POLLUTANTS DEPOSITED FROM VEHICULAR SOURCES. THE OWNER SHALL USE APPROVED ABSORPTION MATERIALS TO CLEAN UP SUCH HYDROCARBON POLLUTANTS. THE OWNER SHALL PERIODICALLY MONITOR THE SITE FOR TRASH, DEBRIS ANO GRIT DEPOSITED ON SITE. THE OWNERSHALL PICK UP OESRIS AND DISPOSE OF IN ANAPPROVED MANNER. THE OWNER SHALL MINIMIZE LAWN I LANDSCAPING CHEMICAL APPLICATIONS THE OWNER SHALL MAINTAIN THE ROCK CHECK DAMS ANO KEEP THE OUTLET STRUCTURES IN GOOD WORKING ORDER THE OWNER SHALL MAINTAIN THE STORM SEWER NETWORK (STORMWATER INLETS AND PIPE) IN GOOD WORKING ORDER THE STORM SEWER PIPE NETWORK AND ROCK CHECK DAMS WILL HELP LOWER THE TEMPERATURE OF THE STORM WATER RUNOFF BEFORE IT DISCHARGES TO THE RECEIVING WATER. C3 PLAN DETAILS FOR EACH STORMWATER MEASURE: REFERTO PROJECT PLAN SHEETS FOR THE LOCATIONS OF THE RESPECTIVE CONTROL MEASURES. DIMENSIONS, SPECIFICATIONS AND DETAILS OF THE MEASURES ARE DEPICTED FROM THE INDIANA STORM WATER QUALITY MANUAL ON SHEET 11. OTHER PRACTICES WHICH MAY BE IMPLEMENTED SHALL BE UTILIZED AND INSTALLED IN ACCORDANCE WITI-1 THE MANUFACTURER'S INSTRUCTIONS. C4. SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION: SITE MONITORING FOR TRASH, DEBRIS ANO DEPOSITED POLLUTANTS SHALL BE A DAILY ROUTINE. • THE TEMPORARY SEDIMENT TRAP WILL BE CONVERTED TO A ROCK CHECK DAM AFTER ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED AND STORM DRAINS HAVE BEEN FLUSHED. • ONCE CONSTRUCTION IS COMPLETE, PERMANENT SEEDING WILL BE APPLIED TO THE ENTIRE DISTURBED AREA EXCLUDING THE ROAD. • ABSORPTION MATERIALS USED TO CLEAN UP HYDROCARBON PUDDLES SHALL BE APPROVED BY THE EPA. • DISPOSAL OF All TRASH, DEBRIS AND POLLUTANTS SHALL BE IN A MANNER APPROVED BY THEIR RESPECTIVE AGENCIES. C5. DESCRIPTION OF MAINTENANCE GUIDELINES FOR PROPOSED POST CONSTRUCTION WATER QUALITY MEASURES: • SITE MONITORING FOR TRASH, DEBRIS AND DEPOSITED POLLUTANTS SHALL BE A DAILY ROUTINE AND SHALL BE THE RESPONSIBILITY OF THE OWNER. • THE OWNER SHALL MAINTAIN ALL STORM STRUCTURES, PIPES, AND ROCK CHECK DAMS. VISUALLY INSPECT FOR LEAKS OBSTRUCTIONS AT REGULAR INTERVALS. C6. ENTITY RESPONSIBLE FOR OPERATION AND MAINTENANCE OF POST-CONSTRUCTION STORMWATER MEASURES: UPON COMPLETION OF THE PROJECT, THE CITY OF VINCENNES WILL BE RESPONSIBLE FOR OPERATION ANO MAINTENANCE OF POST CONSTRUCTION STORMWATER MEASURES. Table 2. Permanent Seeding Recommendations Onen Low Maintenance A.reas (1emaini.11g idle more than six months) Seed mixtures I Perennial ryegrass white clover• 2. Perennial ryegrass -tall fescue** 3. Tall fescue** -white clover* Rate pe:i Acre Pure Live Seed 70 lbs. 2 lbs. 70 lbs. 50 lbs. 70 lbs. 2 lbs. Steep Banks �nd Cuts Low Mai111euance Areas (not mowed) - ' Seed mixtures Rate per Acre Pure Live Seed I. Smooth b1ome grass 35 lbs. - red clover* 20 lbs. 2. Ta!l fescHe** 50 1bs -while clover* 2 lbs. 3. Tall fescue** 50 lbs. - red clover• 20 lbs. 4. Orchard grass 30 lbs_ - red clover* 20 lbs. - white clover* 2 lbs. 5. Crownvetch* l 2 lbs. -tall fescue..,_ 30 lbs. Lawns and Hicl1 Maintenance !\Teas - Seed mixtures Rate per Acre Pure Live Seed L Blue!>"'rnSS 140 lbs. 2. Perel1llial ryegrass 60 lbs. (turf tvne) 90 lbs. 3_ Tall fescue (turf type)** 170 !bs. - blue11rass 30 lbs. Channels aud Aleas of Coucentrated Flow Seed mixhlres Rate per Acre Pwe Live Seed L Perennial ryegrass 150 lbs. -white• 2 lbs. 2. Kentud-.y blueg1ass 20 lbs. - smooth biomegrass 10 lbs. - swi1chgrass 3 lbs. - timothy 4 lbs. -perennial ryegrass 10 lbs. - white clover.,. 2 lhs. 3.Tall fescue* 150 lbs. -white clover** 2 lbs. 4. Tall fescue..,_ 150 lbs. -peiennial ryegrass 20 lbs. - Kentucky bluegrass 20 lbs. Optimum Soil pH 5.6 to 7.0 5.6 (0 7.0 5.5 to 7.5 Optmmm Soil pH 5 5 to7.0 5.5 to 7.5 5.5 to 7.5 5.6 to 7.0 5 6 to7.0 Opti.trn1m Soil pH 5.S to 7.0 5.6 to 7.0 5.6 to 7.5 Optimum Soi! pH 5.5 to 7.0 .'i.'.' to 7.5 5.5 to 7.5 5.5 to 7.5 • F01 best results. (a) legume seed sl,ould be inoculated. (b) seed,ug 1mX1UJes conrnmmg legumes should p,efembly be spnng seeded, �ltl,o\lgh ,he grass may I.>, fall-seeded and the legume fros1•seeded, (c) 1flegnrnes are fall-seede<l. do so iu e3rly fail. u Tall fescue pr0>·ides little co,·ei for. aud urny be toxic to. some specie� ofwildhfe. STORMWATER POLLUTION PREVENTION PLAN REVISIONS 08/01/2025 BID SET I C 2025 Midwestern Engineers. Inc. S02 We�t Broadway Street P.O. Box 295 Loogootee, lntlian,i 47553 DATE AUGUST 2025 DESIGN LK.P. DRAWN M.M.C. Q.C. CHECK PROJECT NUMBER 2023054-00 10 1 0 OF 1 3 FILE NUMBER 451 01 I Do Not Use Plan Previews for Take Off
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