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Home My WebLink About09040009-10 Glick Indoor Self Storage Large Plan Pg 6SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PH 1. PERENNIAL RYEGRASS 150 LBS. 5.5 TO 7.0 WHITE 2 LBS. 5.5 TO 7.0 2. KENTUCKY BLUEGRASS 20 LBS. 5.5 TO 7.5 SMOOTH BROMEGRASS 10 LBS. 5.6 TO 7.0 SWITCHGRASS 3 LBS. 5.6 TO 7.0 TIMOTHY 4 LBS. 5.5 TO 7.5 PERENNIAL RYEGRASS 10 LBS. WHITE CLOVER 2 LBS. 3. TALL FESCUE 150 LBS. WHITE CLOVER 2 LBS, 5.5 TO 7.5 4. TALL FESCUE 150 LBS. PERENNIAL RYEGRASS 20 LBS. 5.5 TO 7.5 KENTUCKY BLUEGRASS 20 LBS. SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PH 1. SMOOTH BROME GRASS RED CLOVER 35 LBS. 20 LBS. 5.5 TO 7.0 2. TALL FESCUE WHITE CLOVER 50 LBS. 2 LBS. 5.5 TO 7.5 3. TALL FESCUE RED CLOVER 50 LBS. 20 LBS. 5.5 TO 7.5 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. 5.6 TO 7.0 SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PH PERENNIAL RYEGRASS 1. PERE L EG 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 SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PH 1. BLUEGRASS 140 LBS. 5.5 TO 7.0 2. PERENNIAL RYEGRASS (TURF TYPE) 60 LBS. 90 LBS. 5.6 TO 7.0 3. TALL FESCUE (TURF TYPE) BLUEGRASS 170 LBS. 30 LBS. 5.6 TO 7.5 O Ui 0 0 cn E O 6 V N 0 c3, 0 0 0) 0 N 0 CD 7, 0 C z O w T w u._ 0 0Q J 0n- 2' NO PERFORATIONS RIPRAP OR INDOT CA No 2 AGGREGATE FILTER PACK 10 12" OF FILTER AGGREGATE OVER PERFORATIONS HARDWARE CLOTH OR WIRE MESH AGGREGATE FROM PLUGGING PERFORATIONS INDOT CA No. 8 AGGREGATE FILTER STO OVER FILTER PACK SLOPE SLOPE EARTHEN DAM/ EMBANKMENT Z4:114-' CONSTRUCTED IN 8 INCH LIFTS 4 0 10 12" III _III III ANTI- FLOTATION BLOCK PERFORATED RISER PIPE WITH TRASH GUARD EARTH DAM /EMBANKMENT TOP WIDTH ALLOWANCE FOR 10% SETTLEMENT CUT -OFF HAND- COMPACTED FILL AROUND TRENCH BARREL /PIPE AND ANTI -SEED COLLAR APRON AND SUB -BASE PREPARATION 1. CLEAR, GRUB, AND STRIP ALL VEGETATION AND ROOT MAT FROM THE AREA WHERE THE DAM IS TO BE LOCATED AND FROM THE POOL AREA, PROPERLY DISPOSING OF ALL TREES, LOGS, LIMBS, VEGETATIVE MATTER, ROCKS AND OTHER OBJECTIONABLE MATERIALS IN PREDESIGNATED DISPOSAL AREAS. 2. EXCAVATE THE AREA FOR THE OUTLET APRON AND EMBANKMENT, STOCKPILING ANY SURFACE SOIL MATERIAL CONTAINING A HIGH AMOUNT OF ORGANIC MATTER. 3. EXCAVATE A TWO -FOOT WIDE BY TWO -FOOT DEEP, MINIMUM, CUT -OFF TRENCH WITH 1:1 SIDE SLOPES ALONG THE CENTER LINE OF THE EMBANKMENT, EXTENDING IT ALL THE WAY UP THE EMBANKMENT SIDE SLOPES. 4. PLACE HIGHLY IMPERMEABLE SOIL MATERIAL IN THE CUT -OFF TRENCH. PLACE MATERIAL IN SIX TO EIGHT -INCH LIFTS, COMPACTING EACH LIFT AS IT IS PLACED. 5. EXCAVATE THE OUTLET APRON, ALLOWING FOR THE THICKNESS OF THE FILTER MEDIUM AND RIPRAP. 6. LINE THE APRON EXCAVATION WITH THE SPECIFIED FILTER MEDIUM AND PLACE INDOT UNIFORM A OR B RIPRAP WITH A D50 OF NINE INCHES, OR GREATER, TO THE LINES AND GRADE SHOWN IN THE CONSTRUCTION PLANS. PRINCIPAL SPILLWAY 1. INSTALL THE SPILLWAY BARREL (PIPE) AND RISER ON A FIRM, EVEN FOUNDATION. PLACE AT LEAST ONE WATERTIGHT ANTI -SEEP COLLAR (12 FOOT MINIMUM PROJECTION) AROUND THE BARREL IF IT IS EIGHT INCHES OR LARGER IN DIAMETER. 2. PLACE A FOUR -INCH LAYER OF MOIST, CLAYEY, SOIL AROUND THE LOWER PART OF THE BARREL AND COMPACT IT BY HAND TO AT LEAST THE DENSITY OF THE SOIL FOUNDATION, TAKING CARE NOT TO RAISE THE BARREL FROM THE FOUNDATION WHEN COMPACTING UNDER THE BARREL HAUNCHES. {DO NOT USE SOIL MATERIALS SUCH AS SAND, AGGREGATE OR SILT.) 3. PERFORATE THE RISER PIPE WITH ONE -HALF INCH HOLES SPACED THREE INCHES APART OR USE A MANUFACTURED PERFORATED RISER PIPE. 4. CONNECT THE RISER PIPE TO THE BARREL. 5. EMBED THE RISER PIPE IN AT LEAST 12 INCHES OF CONCRETE {THE CONCRETE SERVES AS AN ANTI FLOTATION BLOCK). 6. WRAP THE PERFORATED RISER WITH HARDWARE CLOTH OR WIRE MESH. 7. PLACE AN AGGREGATE FILTER PACK AROUND THE PERFORATED RISER. [THE FILTER PACK SHOULD CONSIST OF 12 INCHES OF INDOT UNIFORM A OR B RIPRAP OR INDOT CA NO. 2 AGGREGATE PLACED AROUND THE RISER AND THEN COVERED WITH A MINIMUM OF 12 INCHES OF INDOT CA NO. 5 AGGREGATE (FOR FILTRATION)]. 8. INSTALL A TRASH GUARD (BARS TWO TO THREE INCHES APART) ON THE TOP OF THE RISER PIPE. EMBANKMENT AND POOL AREA 1. SCARIFY THE SOIL SURFACE IN THE AREA OF THE EMBANKMENT BASE LOCATION. 2. USING CLEAN, STABLE MINERAL SOIL FREE OF ROOTS, WOODY VEGETATION, ROCKS AND OTHER DEBRIS, CONSTRUCT THE EMBANKMENT IN CONTINUOUS SIX TO EIGHT -INCH LIFTS OVER THE ENTIRE LENGTH OF THE EMBANKMENT, COMPACTING EACH LIFT AS IT IS PLACED. (MATERIAL USED TO CONSTRUCT THE EMBANKMENT MUST BE A STABLE MINERAL SOIL THAT IS FREE OF ROCKS, BRUSH, ROOTS, AND OTHER DEBRIS. THE SOIL MATERIAL MUST BE WET ENOUGH TO FORM A BALL WITHOUT CRUMBLING, YET NOT SO WET THAT WATER CAN BE SQUEEZED OUT OF IT. PLACE THE MOST PERMEABLE SOIL MATERIAL IN THE DOWNSTREAM TOE OF THE EMBANKMENT AND THE LEAST PERMEABLE MATERIAL IN THE CENTER AND ON THE UPSLOPE SIDE OF THE EMBANKMENT. ROUTE CONSTRUCTION EQUIPMENT OVER THE LENGTH OF THE DAM SO THAT ALL PARTS OF EACH SOIL LIFT ARE TRAVERSED BY AT LEAST ONE WHEEL OF THE EQUIPMENT. NOTE: PROTECT THE SPILLWAY BARREL WITH TWO FEET OF HAND COMPACTED FILL BEFORE CROSSING IT WITH EQUIPMENT.) 3. CONSTRUCT AND COMPACT THE EMBANKMENT UNTIL IT IS 10 PERCENT ABOVE DESIGN ELEVATION TO ALLOW FOR SETTLING. 4. STABILIZE THE EMBANKMENT WITH SEED AND MULCH (ANCHORED IN PLACE) OR ANOTHER SUITABLE EROSION RESISTANT COVER. 5. PLACE A SEDIMENT CLEANOUT REFERENCE STAKE AT THE 50 PERCENT DESIGN VOLUME ELEVATION OF THE SEDIMENT BASIN. EMERGENCY SPILLWAY 1. SITE THE EMERGENCY SPILLWAY AT ONE END OF THE EMBANKMENT. LOCATE IT IN UNDISTURBED SOIL OUTSIDE THE CONSTRUCTION LIMITS OF THE EMBANKMENT. 2. LOCATE THE EMERGENCY SPILLWAY SO THAT ANY FLOW WILL RETURN TO THE RECEIVING CHANNEL WITHOUT DAMAGING THE EMBANKMENT. 3. EXCAVATE A TRAPEZOIDAL CHANNEL WITH 3:1 OR FLATTER SIDE SLOPES AS SPECIFIED IN THE CONSTRUCTION PLANS. MAINTAIN A STRAIGHT, LEVEL, 20 -FOOT LONG, MINIMUM, CHANNEL THROUGH THE CONTROL SECTION. 4. PERMANENT SEED (SEE PERMANENT SEEDING ON PAGE 35) AND PROTECT WITH EROSION CONTROL BLANKETS (SEE EROSION CONTROL BLANKET ON PAGE 63) AS SOON AS GRADING IS COMPLEIE OR, IF VEGETATION IS NOT USED OR SUITABLE FOR THE SOIL CONDITIONS AND SLOPE, INSTALL A NONEROSIVE LINER TO FINISHED GRADE. SAFETY 1. DO NOT LOCATE IN AREAS WHERE SLOPES ARE GREATER THAN 2:1. 2. INSTALL A FENCE AROUND THE AREA AND ERECT WARNING SIGNS IF TRESPASSING IS LIKELY. 3. DEWATER THE BASIN BETWEEN STORM EVENTS. 4. FOLLOW ALL STATE AND LOCAL REQUIREMENTS FOR IMPOUNDMENT SITES. MAINTENANCE INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. REMOVE AND PROPERLY DISPOSE OF SEDIMENT WHEN IT ACCUMULATES TO ONE -HALF THE DESIGN VOLUME. PERIODICALLY CHECK EMBANKMENT, EMERGENCY SPILLWAY, AND OUTLET FOR EROSION DAMAGE, PIPING, SETTLING, SEEPAGE, OR SLUMPING ALONG THE TOE OR AROUND THE BARREL; REPAIR IMMEDIATELY. REMOVE TRASH AND OTHER DEBRIS FROM RISER, EMERGENCY SPILLWAY, AND POOL AREA. CLEAN OR REPLACE AGGREGATE AROUND THE RISER IF THE SEDIMENT POOL DOES NOT DEWATER (DRAIN) WITHIN 48 TO 72 HOURS FOLLOWING A STORM WATER RUNOFF EVENT. REMOVE BASIN AFTER DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED, INSPECTED, AND APPROVED. DO SO BY DRAINING ANY WATER, REMOVING SEDIMENT TO A DESIGNATED DISPOSAL AREA, SMOOTHING THE SITE TO BLEND WITH THE SURROUNDING AREA, AND THEN STABILIZING WITH SEED AND MULCH OR ANOTHER APPROPRIATE NONEROSIVE COVER. REFERENCE IN CHAPTER 7 PAGES 191 -203 IN THE INDIANA STORM WATER QUALITY MANUAL 9 8 NATIVE MATERIAL (OPTIONAL) OPEN LOW- MAINTENANCE AREAS (REMAINING IDLE MORE THAN SIX MONTHS) STEEP BANKS AND CUTS, LOW MAINTENANCE AREAS (NOT MOWED) LAWNS AND HIGH MAINTENANCE AREAS CHANNELS AND AREAS OF CONCENTRATED FLOW 7 WOOD OR METAL STAKES TO SECURE THE STRAW BALES (TWO PER BALE) 1_111 1 1_ 1�1 =1 1 -11 I- 17 PERMANENT SEED 2. THE CONCRETE WASHOUT SIGN SHALL E:E INSTALLED WITHIN 3OFT. OF THE TEMP. CONCRETE WASHOUT FACILITY POLYETHYLENE LINING 10 MIL. EXTENDING OVER BALES II III -II SECTION 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 ACCORDING TO 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 HALF IN 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 6 BINDING WIRE METAL PINS OR STAPLES TO SECURE THE POLYETHYLENE LINING TO THE STRAW BALES STRAW BALE (TYP) WOOD OR METAL STAKES (TYP) 2 PER BALE NORTH AMERICAN GREEN EROSION CONTROL Products Guaranteed SOLUTIONS 14649 HIGHWAY 41 NORTH EVANSVILLE, IN 47725 800 772 -2040 www.nagreen.com 5 VARIES 10 MIL. PLASTIC LINING 10' MIN. SECTION LINE .N PLAN INSTALLATION 1. UTILIZE AND FOLLOW THE DESIGN IN THE STORM WATER POLLUTION PREVENTION PLAN TO INSTALL THE SYSTEM. 2. DEPENDENT UPON THE TYPE OF SYSTEM, EITHER EXCAVATE THE PIT OR INSTALL THE CONTAINMENT SYSTEM. 3. A BASE SHALL BE CONSTRUCTED AND PREPARED THAT IS FREE OF ROCKS AND OTHER DEBRIS THAT MAY CAUSE TEARS OR PUNCTURES IN THE POLYETHYLENE LINING. 4. INSTALL THE POLYETHYLENE LINING. FOR EXCAVATED SYSTEMS, THE LINING SHOULD EXTEND OVER THE ENTIRE EXCAVATION. THE LINING FOR BERMED SYSTEMS SHOULD BE INSTALLED OVER THE POOLING AREA WITH ENOUGH MATERIAL TO EXTEND THE LINING OVER THE BERM OR CONTAINMENT SYSTEM. THE LINING SHOULD BE SECURED WITH PINS, STAPLES, OR OTHER FASTENERS. 5. PLACE FLAGS, SAFETY FENCING, OR EQUIVALENT TO PROVIDE A BARRIER TO CONSTRUCTION EQUIPMENT AND OTHER TRAFFIC. 6. PLACE A NON COLLAPSING, NON -WATER HOLDING COVER OVER THE WASHOUT FACILITY PRIOR TO A PREDICTED RAINFALL EVENT TO PREVENT ACCUMULATION OF WATER AND POSSIBLE OVERFLOW OF THE SYSTEM (OPTIONAL). 7. INSTALL SIGNAGE THAT IDENTIFIES CONCRETE WASHOUT AREAS. 8. POST SIGNS DIRECTING CONTRACTORS AND SUPPLIERS TO DESIGNATED LOCATIONS. 9. WHERE NECESSARY, PROVIDE STABLE INGRESS AND EGRESS (SEE TEMPORARY CONSTRUCTION INGRESS /EGRESS PAD ON PAGE 17) OR ALTERNATIVE APPROACH PAD FOR CONCRETE WASHOUT SYSTEMS. MAINTENANCE INSPECT DAILY AND AFTER EACH STORM EVENT. INSPECT THE INTEGRITY OF THE OVERALL STRUCTURE INCLUDING, WHERE APPLICABLE, THE CONTAINMENT SYSTEM. INSPECT THE SYSTEM FOR LEAKS, SPILLS, AND TRACKING OF SOIL BY EQUIPMENT. INSPECT THE POLYETHYLENE LINING FOR FAILURE, INCLUDING TEARS AND PUNCTURES. ONCE CONCRETE WASTES HARDEN, REMOVE AND DISPOSE OF THE MATERIAL. EXCESS CONCRETE SHOULD BE REMOVED WHEN THE WASHOUT SYSTEM REACHES 50 PERCENT OF THE DESIGN CAPACITY. USE OF THE SYSTEM SHOULD BE DISCONTINUED UNTIL APPROPRIATE MEASURES CAN BE INITIATED TO CLEAN THE STRUCTURE. PREFABRICATED SYSTEMS SHOULD ALSO UTILIZE THIS CRITERION, UNLESS THE MANUFACTURER HAS ALTERNATE SPECIFICATIONS. UPON REMOVAL OF THE SOLIDS, INSPECT THE STRUCTURE. REPAIR THE STRUCTURE AS NEEDED OR CONSTRUCT A NEW SYSTEM. DISPOSE OF ALL CONCRETE IN A LEGAL MANNER. REUSE THE MATERIAL ON SITE, RECYCLE, OR HAUL THE MATERIAL TO AN APPROVED CONSTRUCTION /DEMOLITION LANDFILL SITE. RECYCLING OF MATERIAL IS ENCOURA( D. THE WASTE MATERIAL CAN BE USED FOR MULTIPLE APPLICATIONS INCLUDING BUT NOT LIMITED TO ROADBEDS AND BUILDIN THE AVAILABILITY FOR RECYCLING SHOULD BE CHECKED LOCALLY. THE PLASTIC LINER SHOULD BE REPLACED AFTER EVERY CLEANING; THE REMOVAL OF MATERIAL WILL USUALLY DAMAGE THE LINING. THE CONCRETE WASHOUT SYSTEM SHOULD BE REPAIRED OR ENLARGED AS NECESSAF6 TO MAINTAIN CAPACITY FOR CONCRETE WASTE. CONCRETE WASHOUT SYSTEMS ARE DESIGNED TO PROMOTE EVAPORATION. HOWEVER, IF THE LIQUIDS DO NOT EVAPORATE AND THE SYSTEM IS NEAR CAPACITY IT MAY BE NECESSARY TO VACUUM OR REMOVE THE LIQUIDS AND DISPOSE OF THEM IN AN ACCEPTABLE METHOD. DISPOSAL MAY BE ALLOWED AT THE LOCAL SANITARY SEWER AUTHORITY PROVIDED THEIR NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMITS ALLOW FOR ACCEPTANCE OF THIS MATERIAL. ANOTHER OPTION WOULD BE TO UTILIZE A SECONDARY CONTAINMENT SYSTEM OR BASIN FOR FURTHER DEWATERINC, PREFABRICATED UNITS ARE OFTEN PUMPED AND THE COMPANY SUPPLYING THE UNIT PROVIDES THIS SERVICE. INSPECT CONSTRUCTION ACTIVITIES ON A REGULAR BASIS TO ENSURE SUPPLIERS, CONTRACTORS, AND OTHERS ARE UTILIZING DESIGNATED WASHOUT AREAS. IF CONCRETE WASTE IS BEING DISPOSED OF IMPROPERLY, IDENTIFY THE VIOLATORS AND TAKE APPROPRIATE ACTION. WHEN CONCRETE WASHOUT SYSTEMS ARE NO LONGER REQUIRED, THE CONCRETE WASHOUT SYSTEMS SHALL BE CLOSED. DISPOSE OF ALL HARDENED CONCRETE AND OTHER MATERIALS USED TO CONSTRUCT THE SYSTEM. HOLES, DEPRESSIONS AND OTHER LAND DISTURBANCES ASSOCIATED WITH THE SYSTEM SHOULD BE BACKFILLED, GRADED, AND STABILIZED. CONCRETE WASHOUT TYPE "ABOVE GRADE (NO SCALE) W/ STRAW BALES" 2 -5" (5 CM- 12.5CM) SLOPE INSTALLATION (NO SCALE) 4 METAL PINS OR STAPLES TO SECURE THE POLYETHYLENE LINING TO THE STRAW BALES WOOD OR METAL STAKES TO SECURE THE STRAW BALES (TWO PER BALE) STRAW BALE (TYP) POLYETHYLENE LINING 10 MIL. EXTENDING OVER BALES 12" (30 CM) INV 3' 3' IK �Ai III III II 1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP'S IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" (30 CM) OF RECP's EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP's WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF RECP'S BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF STAPLES /STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP's. 3. ROLL THE RECP's (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP'S WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES /STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM STAPLES /STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" 5" (5 CM 12.5 CM) OVERLAP DEPENDING ON RECP's TYPE. 5. CONSECUTIVE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE RECP's WIDTH. NOTE: IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY SECURE THE RECP's. TAC SU 3 CONCRETE WASHOUT Viv,A4Viuk I I I I 1 I 3 "(7.5CM) ii LACK LETTER 6" HEIGHT WOOD POST 3 "x3 "x8' VkW III- MA tW *WW* 44** ii*IHtYWWM Wit* i I i i II I 4, SPECIFICATIONS: 0.5" LAG SCREWS "9„ i *i I CROSS SECTION MIA* W*i$WP$W **OW* 4**4$$i44 $4419$ *WM *W YWJY* YM Y*W iWIY1YYWiW iSW* Mr* WA* iili4lY iWWii f I I 9 i 9 i I i i i i 8 i 19 i t i i 9 9 i *Wii44444044449$$$4 IW*44444$40 4W*9 t4P4% 444914 I I PERSPECTIVE VIEW 1 111 -1111 III III III llI SITE PREPARATION GRADE THE SITE TO ACHIEVE POSITIVE DRAINAGE. PREPARE A SMOOTH, FIRM SOIL SURFACE AND APPLY SOIL AMENDMENTS. IRRIGATION IRRIGATE AS NEEDED TO ENSURE ROOTING OF SOD. MATERIALS SOIL AMENDMENTS SELECT MATERIALS AND RATES AS DETERMINED BY A SOIL TEST (CONTACT YOUR COUNTY SOIL AND WATER CONSERVATION DISTRICT OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE AND SOIL INFORMATION, INCLUDING AVAILABLE SOIL TESTING SERVICES.) OR 400 TO 600 POUNDS OF 12 -12 -12 ANALYSIS FERTILIZER, OR EQUIVALENT. SOD SELECT A HIGH QUALITY, HEALTHY, VIGOROUS VARIETY WELL ADAPTED TO THE REGION AND COMPATIBLE WITH THE INTENDED USE. INSTALLATION SOD SHOULD NOT BE INSTALLED DURING HOT WEATHER, ON DRY SOIL, FROZEN SOIL, COMPACTED CLAY, LOOSE SAND OR GRAVELLY SUBSTRATE SOILS, AGGREGATE, OR PESTICIDE TREATED SOIL. THE IDEAL TIME TO LAY SOD IS MAY 1 TO JUNE 1 OR SEPTEMBER 1 TO SEPTEMBER 30, ALTHOUGH IT CAN BE INSTALLED AS EARLY AS MARCH 15 IF AVAILABLE OR JUNE 1 TO SEPTEMBER 1 IF IRRIGATED. SITE PREPARATION 1. APPLY TOPSOIL IF EXISTING SOIL CONDITIONS ARE UNSUITABLE FOR ESTABLISHING VEGETATION. 2. GRADE THE SITE TO ACHIEVE POSITIVE DRAINAGE AND CREATE A SMOOTH, FIRM SOIL SURFACE. 3. WHERE APPLICABLE, USE A CHISEL PLOW, DISK, HARROW, OR RAKE TO BREAK UP COMPACTED SOILS AND CREATE A FAVORABLE ROOTING DEPTH OF SIX TO EIGHT INCHES. SOD BED PREPARATION 1. TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS. 2. IF SOIL PH IS TOO ACIDIC FOR THE GRASS SOD TO BE INSTALLED, APPLY LIME ACCORDING TO SOIL TEST RESULTS OR AT THE RATE RECOMMENDED BY THE SOD SUPPLIER. 3. APPLY FERTILIZER AS RECOMMENDED BY THE SOIL TEST. IF TESTING WAS NOT DONE, APPLY 400 TO 600 POUNDS PER ACRE OF 12 -12 -12 ANALYSIS FERTILIZER, OR EQUIVALENT. 4. WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF SOIL WITH A DISK OR RAKE OPERATED ACROSS THE SLOPE. 5. RAKE OR HARROW THE AREA TO ACHIEVE A SMOOTH FINAL GRADE AND THEN ROLL OR CULTIPACK THE SOIL SURFACE TO CREATE A FIRM SURFACE ON WHICH TO LAY THE SOD. LAYING THE SOD 1. INSTALL SOD WITHIN THIRTY -SIX HOURS OF ITS CUTTING. 2. STORE THE SOD IN A SHADED LOCATION DURING INSTALLATION. 3. IMMEDIATELY BEFORE LAYING THE SOD, RAKE THE SOIL SURFACE TO BREAK ANY CRUST. (IF THE WEATHER IS HOT, LIGHTLY IRRIGAT THE SOIL SURFACE PRIOR TO LAYING THE SOD.) 4. LAY SOD STRIPS IN A BRICK -LIKE PATTERN. 5. BUTT ALL JOINTS TIGHTLY AGAINST EACH OTHER (DO NOT STRETCH OR OVERLAP THEM), USING A KNIFE OR MASON'S TROWEL TO TRIM AND FIT SOD INTO IRREGULARLY SHAPED AREAS. 6. ROLL THE SOD LIGHTLY AFTER INSTALLATION TO ENSURE FIRM CONTACT BETWEEN THE SOD AND SOIL. 7. IRRIGATE NEWLY SODDED AREAS UNTIL THE UNDERLYING SOIL IS WET TO A DEPTH OF FOUR INCHES, AI4D THEN KEEP MOIST UNTIL THE GRASS TAKES ROOT. SLOPE APPLICATION 1. INSTALL THE SOD STRIPS WITH THE LONGEST DIMENSION PERPENDICULAR TO THE SLOPE. 2. WHERE SLOPES EXCEED A RATIO OF 3:1, STAPLE OR STAKE EACH STRIP AT THE CORNERS AND IN THE MIDDLE. CHANNEL APPLICATION (SODDING PROVIDES QUICKER PROTECTION THAN SEEDING AND MAY REDUCE THE RISK OF EARLY WASHOUT.) 1. EXCAVATE THE CHANNEL, ALLOWING FOR THE FULL THICKNESS OF THE SOD. 2. LAY THE SOD STRIPS WITH THE LONGEST DIMENSION PERPENDICULAR TO CHANNEL FLOW. 3. STAPLE OR STAKE EACH STRIP OF SOD AT THE CORNERS AND IN THE MIDDLE. 4. STAPLE JUTE OR BIODEGRADABLE POLYPROPYLENE NETTING OVER THE SODDED AREA TO MINIMIZE THE POTENTIAL FOR WASHOUT DURING ESTABLISHMENT. MAINTENANCE INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS UNTIL SOD IS WELL ROOTED. KEEP SOD MOIST UNTIL FULLY ROOTED. AFTER SOD IS WELL ROOTED (TWO TO THREE WEEKS), MAINTAIN A PLANT HEIGHT OF TWO TO THREE INCHES. TIME MOWING TO AVOID RUTS IN TURF. FERTILIZE TURF AREAS ANNUALLY. APPLY FERTILIZER IN A SPLIT APPLICATION. FOR COOLSEASON GRASSES, APPLY ONE -HALF OF THE FERTILIZER IN LATE SPRING AND ONE -HALF IN EARLY FALL. FOR WARM SEASON GRASSES, APPLY ONE -THIRD IN EARLY SPRING, ONE -THIRD IN LATE SPRING AND ONE- THIW! I6 REFERENCE IN CHAPTER 7 PAGES 47 -50 IN THE INDIANA STORM WATER QUALITY MANUAL SOD APPLICATION DETAIL (NO SCALE) Contact Person for Erosion Control Sediment Practices Glick Self Storage 8425 Woodfield Crossing BLVD Suite 300W Indianapolis, IN 46240 TELEPHONE: 317-469-5897 CONTACT PERSON: Bruce Sklare -NOTE THIS PLAN INDICATES EROSION CONTROL MEASURES REQUIRED AFTER SOIL STRIPPING AND PAD BUILDING HAS TAKEN PLACE. COORDINATE WITH DEVELOPER FOR MEASURES REQUIRED UNTIL PROPERTY TURNED OVER FOR DEVELOPMENT. COORDINATE WITH SOIL CONSERVATION DISTRICT REPRESENTATIVE FOR ANY OTHER MEASURES REQUIRED DUE TO SITE CONDITIONS. 2 WARNING- THIS PLAN TO BE USED FOR EROSION CONTROL PURPOSES ONLY. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. DATED 6 4/2009 0 z7 I 0o W 0 0 A z U2 z 0 JAMES E. SHIELDS JR. P.E. 10201333 V O r s 4 V 0 d r) �W 1 C O C 4 n o W g s O W t h 'I'l Cf) H 4 CI) c4 6Z o a. SHEET NO. C2O3 PROJECT NO. 00 N 00 tin O M Tzr 00 W09 -0041