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C105 SWPPP DETAILSC105 SW P P P D E T A I L S w1 5 0 4 8 3 - C 1 0 4 s w p p p d e t RE V I S I O N S A N D I S S U E S Pa r t o f t h e S E / 4 o f S e c t i o n 2 3 , T o w n s h i p 1 8 N o r t h , R a n g e 3 E a s t , C l a y T o w n s h i p , H a m i l t o n C o u n t y , I n d i a n a W15.0483 PR E P A R E D F O R : 12 4 2 W E S T 1 3 6 T H S T R E E T , C A R M E L , I N 4 6 0 3 2 PROJECT NO. SHEET NO. CH E C K E D B Y : DR A W N B Y : RL W DE S I G N E D B Y : DW G N A M E : PR O J E C T N O . : W1 5 . 0 4 8 3 DA T E BY 05 . 1 9 . 2 0 1 6 SS R DA T E : RL W EN G I N E E R S 31 7 | 8 4 6 - 6 6 1 1 80 0 | 4 5 2 - 6 4 0 8 31 7 | 8 4 3 - 0 5 4 6 fa x W E I H E La n d S u r v e y i n g | C i v i l E n g i n e e r i n g La n d s c a p e A r c h i t e c t u r e AL L A N H . W E I H E , P . E . , L . S . - F O U N D E R 10 5 0 5 N . C o l l e g e A v e n u e In d i a n a p o l i s , I n d i a n a 4 6 2 8 0 we i h e . n e t Know what's below. before you dig.Call R TR A D E R ' S P O I N T C H U R C H O F C A R M E L SU B M I T T E D F O R I N I T I A L R E V I E W 12 . 1 8 . 2 0 1 5 ML T THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD INSURANCE RATE #18057C207G, DATED NOVEMBER 19, 2014 FLOOD STATEMENT STEVEN SCOTT RUCKER P.E. 11300279 SU B M I T T E D F O R T A C R E V I S I O N S 03 . 1 4 . 2 0 1 6 ML T NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT NOTE SU B M I T T E D F O R D R A I N A G E A P P R O V A L 04 . 2 0 . 2 0 1 6 ML T RE V I S E D F O R D R A I N A G E A P P R O V A L 05 . 1 2 . 2 0 1 6 ML T FI N A L C O N S T R U C T I O N P L A N S 05 . 1 9 . 2 0 1 6 ML T OUTLET EROSION CONTROL PROTECTION DRAIN PIPE WITH FLAIRED END SECTION DEPTH OF RIP-RAP AS INDICATED ON PLAN 12" MINIMUM AW = FE E T GEOTEXTILE FABRIC OR WELL GRADED AGGREGATE AT= FEET AL= APRON LENGTH AT= APRON THICKNESS AW= APRON WIDTH STONE PLACED AROUND END OF DRAIN PIPE TO PREVENT SLOPE EROSION AND UNDERCUTTING OF THE PIPE ENERGY DISSIPATER (OUTLET PROTECTION) 1.DIVERT SURFACE WATER RUNOFF AROUND THE STRUCTURE DURING CONSTRUCTION SO THAT THE SITE CAN BE PROPERLY DEWATERED FOR FOUNDATION PREPARATION. 2.EXCAVATE FOUNDATION AND APRON AREA SUBGRADES BELOW DESIGN ELEVATION TO ALLOW FOR THICKNESS OF THE FILTER MEDIUM AND RIPRAP. 3.COMPACT ANY FILL USED IN SUBGRADE PREPARATION TO THE DENSITY OF SURROUNDING UNDISTURBED SOIL MATERIAL. 4.SMOOTH SUBGRADE ENOUGH TO PROTECT GEOTEXTILE FABRIC FROM TEARING. 5.PLACE GEOTEXTILE FABRIC OR AGGREGATE BEDDING MATERIAL (FOR STABILIZATION AND FILTRATION) ON THE COMPACTED AND SMOOTHED FOUNDATION. 6.INSTALL RIPRAP TO THE LINES AND ELEVATIONS SHOWN IN THE CONSTRUCTION PLANS. BLEND RIPRAP SMOOTHLY TO SURROUNDING GRADE. IF THE CHANNEL IS WELL DEFINED, EXTEND THE APRON ACROSS THE CHANNEL BOTTOM AND UP THE CHANNEL BANKS TO AN ELEVATION OF SIX INCHES ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS. 7.IF GEOTEXTILE FABRIC TEARS WHEN PLACING RIPRAP, REPAIR IMMEDIATELY BY LAYING AND STAPLING A PIECE OF FABRIC OVER DAMAGED AREA, OVERLAPPING THE UNDAMAGED AREAS BY AT LEAST 12 INCHES. 8.CONSTRUCT A SMALL PLUNGE POOL WITHIN THE OUTLET APRON. (RIPRAP APRONS MUST BE LEVEL WITH OR SLIGHTLY LOWER THAN THE RECEIVING CHANNEL AND SHOULD NOT PRODUCE AN OVERFALL OR RESTRICT FLOW OF THE WATER CONVEYANCE STRUCTURE.) MAINTENANCE _ INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. _ INSPECT FOR STONE DISPLACEMENT; REPLACE STONES ENSURING PLACEMENT AT FINISHED GRADE. _ CHECK FOR EROSION OR SCOURING AROUND SIDES OF THE APRON; REPAIR IMMEDIATELY. _ CHECK FOR PIPING OR UNDERCUTTING; REPAIR IMMEDIATELY. REFERENCE IN CHAPTER 7 PAGE 121 IN THE INDIANA STORM WATER QUALITY MANUAL AT=1.5' X D50 15" OR LESS, 1.2' X D50 15" OR LARGER STONE. PIPE SIZE (D50) (NO SCALE) AVERAGE RIPRAP DIAMETER APRON WIDTH APRON LENGTH 8 IN. 12 IN. 18 IN. 24 IN. 30 IN. 36 IN.14 IN. 12 IN. 10 IN. 8 IN. 5 IN. 3 IN.2 TO 3 FEET 3 TO 4 FEET 4 TO 6 FEET 6 TO 8 FEET 8 TO 10 FEET 10 TO 12 FEET 16 TO 32 FEET 14 TO 28 FEET 12 TO 22 FEET 8 TO 18 FEET 6 TO 12 FEET 5 TO 7 FEET SIDE AL= FEET DITCH BED PLAN AL= FEET RIP-RAP DI A . DI A . DI A . TABLE 1. SIZING FOR FLOW DISSIPATERS AT CULVERT PIPE OUTLETS TABLE 1. TEMPORARY SEEDING SPECIFICATIONS AUG. 1 - SEPT. 1 GERMAN MILLET SEED SPECIES1 RATE PER ACRE PLANTING DEPTH OPTIMUM DATES2 WHEAT OR RYE 150 LBS. 1 TO 1½ INCHES SEPT. 15 - OCT. 30 SPRING OATS 100 LBS. 1 INCH MARCH 1 - APRIL 15 ANNUAL RYEGRASS 40 LBS.¼ INCH MARCH 1 - MAY 1 40 LBS.1 TO 2 INCHES MAY 1 - JUNE 1 SUDANGRASS 35 LBS.MAY 1 - JULY 30 BUCKWHEAT 60 LBS. APRIL 15 - JUNE 1 CORN (BROADCAST)300 LBS.MAY 11 - AUG. 10 SORGHUM 35 LBS.MAY 1 - JULY 15 1 TO 2 INCHES 1 TO 2 INCHES 1 TO 2 INCHES 1 TO 2 INCHES 1 PERENNIAL SPECIES MAY BE USED AS A TEMPORARY COVER, ESPECIALLY IF THE AREA TO BE SEEDED WILL REMAIN IDLE FOR MORE THAN ONE YEAR. 2 SEEDING DONE OUTSIDE THE OPTIMUM SEEDING DATES INCREASES THE CHANCES OF SEEDING FAILURE. DATES MAY BE EXTENDED OR SHORTENED BASED ON THE LOCATION OF THE PROJECT SITE WITHIN THE STATE. NOTES MULCH ALONE IS AN ACCEPTABLE TEMPORARY COVER AND MAY BE USED IN LIEU OF TEMPORARY SEEDING, PROVIDED THAT IT IS APPROPRIATELY ANCHORED. A HIGH POTENTIAL FOR FERTILIZER, SEED, AND MULCH TO WASH EXISTS ON STEEP BANKS, CUTS, AND IN CHANNELS AND AREAS OF CONCENTRATED FLOW. SEEDBED PREPARATION 1. TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS. 2. APPLY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TEST. IF TESTING IS NOT DONE, APPLY 400 TO 600 POUNDS PER ACRE OF 12-12-12 ANALYSIS FERTILIZER, OR EQUIVALENT. 3. WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF THE SOIL WITH A DISK OR RAKE OPERATED ACROSS THE SLOPE. SEEDING 1. SELECT A SEED SPECIES OR AN APPROPRIATE SEED MIXTURE AND APPLICATION RATE FROM TABLE 2. APPLY SEED UNIFORMLY WITH A DRILL OR CULTIPACKER SEEDER OR BY BROADCASTING. PLANT OR COVER SEED TO THE DEPTH SHOWN IN TABLE 1. NOTES 1. IF DRILLING OR BROADCASTING THE SEED, ENSURE GOOD SEED-TO-SOIL CONTACT BY FIRMING THE SEEDBED WITH A ROLLER OR CULTIPACKER AFTER COMPLETING SEEDING OPERATIONS. 2. DAILY SEEDING WHEN THE SOIL IS MOIST IS USUALLY MOST EFFECTIVE. 3. IF SEEDING IS DONE WITH A HYDROSEEDER, FERTILIZER AND MULCH CAN BE APPLIED WITH THE SEED IN A SLURRY MIXTURE. 3. APPLY MULCH AND ANCHOR IT IN PLACE. MAINTENANCE _ INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. _ CHECK FOR EROSION OR MOVEMENT OF MULCH AND REPAIR IMMEDIATELY. _ MONITOR FOR EROSION DAMAGE AND ADEQUATE COVER (80 PERCENT DENSITY); RESEED, FERTILIZE, AND APPLY MULCH WHERE NECESSARY. _ IF NITROGEN DEFICIENCY IS APPARENT, TOP-DRESS FALL SEEDED WHEAT OR RYE SEEDING WITH 50 POUNDS PER ACRE OF NITROGEN IN FEBRUARY OR MARCH. REFERENCE IN CHAPTER 7 PAGES 31-33 IN THE INDIANA STORM WATER QUALITY MANUAL TEMPORARY SEED TABLE 1. TEMPORARY SEEDING SPECIFICATIONS AUG. 1 - SEPT. 1 GERMAN MILLET SEED SPECIES1 RATE PER ACRE PLANTING DEPTH OPTIMUM DATES2 WHEAT OR RYE 150 LBS. 1 TO 1½ INCHES SEPT. 15 - OCT. 30 SPRING OATS 100 LBS. 1 INCH MARCH 1 - APRIL 15 ANNUAL RYEGRASS 40 LBS.¼ INCH MARCH 1 - MAY 1 40 LBS.1 TO 2 INCHES MAY 1 - JUNE 1 SUDANGRASS 35 LBS.MAY 1 - JULY 30 BUCKWHEAT 60 LBS. APRIL 15 - JUNE 1 CORN (BROADCAST)300 LBS.MAY 11 - AUG. 10 SORGHUM 35 LBS.MAY 1 - JULY 15 1 TO 2 INCHES 1 TO 2 INCHES 1 TO 2 INCHES 1 TO 2 INCHES NOTES 1. AN OAT OR WHEAT COMPANION OR NURSE CROP MAY BE USED WITH ANY OF THE ABOVE PERMANENT SEEDING MIXTURES, AT THE FOLLOWING RATES: (A) SPRING OATS - ONE-FOURTH TO THREE-FOURTHS BUSHEL PER ACRE (B) WHEAT - NO MORE THAN ONE-HALF BUSHEL PER ACRE 2. A HIGH POTENTIAL FOR FERTILIZER, SEED, AND MULCH TO WASH EXISTS ON STEEP BANKS, CUTS, AND IN CHANNELS AND AREAS OF CONCENTRATED INSTALLATION 1. GRADE THE SITE TO ACHIEVE POSITIVE DRAINAGE. 2. ADD TOPSOIL OR COMPOST MULCH TO ACHIEVE NEEDED DEPTH FOR ESTABLISHMENT OF VEGETATION. (COMPOST MATERIAL MAY BE ADDED TO IMPROVE SOIL MOISTURE HOLDING CAPACITY, SOIL FRIABILITY, AND NUTRIENT AVAILABILITY.) SEEDBED PREPARATION 1. TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS. 2. APPLY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TEST AND WORK INTO THE UPPER TWO TO FOUR INCHES OF SOIL. IF TESTING IS NOT DONE, APPLY 400 TO 600 POUNDS PER ACRE OF 12-12-12 ANALYSIS FERTILIZER, OR EQUIVALENT. 3. TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED. USE A DISK OR RAKE, OPERATED ACROSS THE SLOPE, TO WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF THE SOIL. SEEDING OPTIMUM SEEDING DATES ARE MARCH 1 TO MAY 10 AND AUGUST 10 TO SEPTEMBER 30.PERMANENT SEEDING DONE BETWEEN MAY 10 AND AUGUST 10 MAY NEED TO BE IRRIGATED. SEEDING OUTSIDE OR BEYOND OPTIMUM SEEDING DATES IS STILL POSSIBLE WITH THE UNDERSTANDING THAT RESEEDING OR OVERSEEDING MAY BE REQUIRED IF ADEQUATE SURFACE COVER IS NOT ACHIEVED. RESEEDING OR OVERSEEDING CAN BE EASILY ACCOMPLISHED IF THE SOIL SURFACE REMAINS WELL PROTECTED WITH MULCH. 1. SELECT A SEEDING MIXTURE AND RATE FROM TABLE 1. SELECT SEED MIXTURE BASED ON SITE CONDITIONS, SOIL PH, INTENDED LAND USE, AND EXPECTED LEVEL OF MAINTENANCE. 2. APPLY SEED UNIFORMLY WITH A DRILL OR CULTIPACKER SEEDER OR BY BROADCASTING. PLANT OR COVER THE SEED TO A DEPTH OF ONE-FOURTH TO ONE-HALF INCH. IF DRILLING OR BROADCASTING THE SEED, ENSURE GOOD SEED-TO-SOIL CONTACT BY FIRMING THE SEEDBED WITH A ROLLER OR CULTIPACKER AFTER COMPLETING SEEDING OPERATIONS. (IF SEEDING IS DONE WITH A HYDROSEEDER, FERTILIZER AND MULCH CAN BE APPLIED WITH THE SEED IN A SLURRY MIXTURE.) 3. MULCH ALL SEEDED AREAS AND USE APPROPRIATE METHODS TO ANCHOR THE MULCH IN PLACE. CONSIDER USING EROSION CONTROL BLANKETS ON SLOPING AREAS AND CONVEYANCE CHANNELS MAINTENANCE _ INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS UNTIL THE VEGETATION IS SUCCESSFULLY ESTABLISHED. _ CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE VIGOROUS DARK GREEN OR BLUISHGREEN SEEDLINGS WITH A UNIFORM VEGETATIVE COVER DENSITY OF 90 PERCENT OR MORE. _ CHECK FOR EROSION OR MOVEMENT OF MULCH. _ REPAIR DAMAGED, BARE, GULLIED, OR SPARSELY VEGETATED AREAS AND THEN FERTILIZE, RESEED, AND APPLY AND ANCHOR MULCH. _ IF PLANT COVER IS SPARSE OR PATCHY, EVALUATE THE PLANT MATERIALS CHOSEN, SOIL FERTILITY, MOISTURE CONDITION, AND MULCH APPLICATION; REPAIR AFFECTED AREAS EITHER BY OVERSEEDING OR PREPARING A NEW SEEDBED AND RESEEDING. APPLY AND ANCHOR MULCH ON THE NEWLY SEEDED AREAS. _ IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE SOIL PH OR NUTRIENT DEFICIENCY PROBLEMS. (CONTACT YOUR SOIL AND WATER CONSERVATION DISTRICT OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.) _ IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDINGTO SOIL TEST RECOMMENDATIONS. _ ADD FERTILIZER THE FOLLOWING GROWING SEASON. FERTILIZE ACCORDING TO SOIL TEST RECOMMENDATIONS. _ FERTILIZE TURF AREAS ANNUALLY. APPLY FERTILIZER IN A SPLIT APPLICATION. FOR COOL-SEASON GRASSES, APPLY ONE-HALF OF THE FERTILIZER IN LATE SPRING AND ONE HALFIN EARLY FALL. FOR WARM-SEASON GRASSES, APPLY ONE-THIRD IN EARLY SPRING, ONE-THIRD IN LATE SPRING, AND THE REMAINING ONE-THIRD IN MIDDLE SUMMER. TABLE 1. PERMANENT SEEDING RECOMMENDATIONS THIS TABLE PROVIDES SEVERAL SEED MIXTURE OPTIONS. ADDITIONAL SEED MIXTURES ARE AVAILABLE COMMERCIALLY. WHEN SELECTING A MIXTURE, CONSIDER INTENDED LAND USE AND SITE CONDITIONS, INCLUDING SOIL PROPERTIES (E.G., SOIL PH AND DRAINAGE), SLOPE ASPECT, AND THE TOLERANCE OF EACH SPECIES TO SHADE AND DROUGHT. REFERENCE IN CHAPTER 7 PAGES 35-40 IN THE INDIANA STORM WATER QUALITY MANUAL SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PH 1. PERENNIAL RYEGRASS - WHITE CLOVER 70 LBS. 2 LBS.5.6 TO 7.0 2. PERENNIAL RYEGRASS - TALL FESCUE 70 LBS. 50 LBS.5.6 TO 7.0 3. TALL FESCUE - WHITE CLOVER 70 LBS. 2 LBS.5.5 TO 7.5 STEEP BANKS AND CUTS, LOW-MAINTENANCE AREAS (NOT MOWED) 1. SMOOTH BROME GRASS - RED CLOVER 35 LBS. 20 LBS. 2. TALL FESCUE - WHITE CLOVER 50 LBS. 2 LBS. 3. TALL FESCUE - RED CLOVER 50 LBS. 20 LBS. 4. ORCHARD GRASS - RED CLOVER - WHITE CLOVER 30 LBS. 20 LBS. 2 LBS. 5.6 TO 7.0 5. CROWNVETCH - TALL FESCUE 12 LBS. 30 LBS. LAWNS AND HIGH-MAINTENANCE AREAS 1. BLUEGRASS 2. PERENNIAL RYEGRASS (TURF TYPE) 3. TALL FESCUE (TURF TYPE) - BLUEGRASS 170 LBS. 30 LBS. CHANNELS AND AREAS OF CONCENTRATED FLOW 1. PERENNIAL RYEGRASS - WHITE 2. KENTUCKY BLUEGRASS - SMOOTH BROMEGRASS - SWITCHGRASS - TIMOTHY - PERENNIAL RYEGRASS - WHITE CLOVER 20 LBS. 10 LBS. 3 LBS. 4 LBS. 10 LBS. 2 LBS. 3. TALL FESCUE - WHITE CLOVER 150 LBS. 2 LBS. 4. TALL FESCUE - PERENNIAL RYEGRASS - KENTUCKY BLUEGRASS 5.5 TO 7.5 5.5 TO 7.0 5.5 TO 7.5 5.5 TO 7.5 5.6 TO 7.0 140 LBS.5.5 TO 7.0 60 LBS. 90 LBS.5.6 TO 7.0 5.6 TO 7.5 150 LBS. 2 LBS.5.5 TO 7.0 5.5 TO 7.5 5.5 TO 7.5 150 LBS. 20 LBS. 20 LBS. PERMANENT SEED OPEN LOW-MAINTENANCE AREAS (REMAINING IDLE MORE THAN SIX MONTHS) SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PH SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PH SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PH