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U
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U6PERACREPUREUVEWW
PER ACRE PURE LNB MW
I 7
1. PERENNIAL RYEGRASS
(
8
5.6 TO 7.0
10 I
9
2 LBS.
5.6 TO 7.0
Bus
Contact Person for Erosion
Control & Sediment Practices
T&W CORPORATION
3841 W. MORRIS STREET
INDIANAPOLIS, IN 46241
TELEPHONE: 317-244-7637
CONTACT PERSON:
STEPHEN D. SHEHORN - SSHEHORN@TWCORP. NET
DOUGLAS L. BEAMER - DBEAMER@TWCORP. NET
-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.
9
-WARNING-
THIS PLAN TO BE USED FOR
EROSION CONTROL PURPOSES ONLY.
ADDITIONAL EROSION CONTROL
MEASURES MAY BE REQUIRED IN
I THE FIELD BY THE INSPECTOR.
F:3
0P8 WW4UWDM=AUM
mmm
6
2. THE CONCRETE WASHOUT SIGN SHALL
BE INSTALLED WITHIN 3OFT. OF THE TEMP.
CONCRETE WASHOUT FACILITY
WOOD OR METAL STAKES TO
SECURE THE STRAW BALES
(TWO PER BALE)
-POLYETHYLENE LINING 10 MIL.
EXTENDING OVER BALES
MATERIAL (OP11Im SECTION
mm mxcrum
U6PERACREPUREUVEWW
PER ACRE PURE LNB MW
OPI7MUM908.PH
1. PERENNIAL RYEGRASS
70 LBS.
5.6 TO 7.0
- WHITE CLOVER
0 %D
2 LBS.
5.6 TO 7.0
2. PERENNIAL RYEGRASS
70 LBS.
5.5 TO 7.5
- TALL FESCUE
50 LBS.
5.6 TO 7.0
3. TALL FESCUE
ppb
70 LBS.
5.5 TO 7.5
- WHITE CLOVER
2 LBS,
5.5 TO 7.5
STEW BANKSAND CUTS, I.OW-MA8�7ANCBAEEA9 (NOTMOWED)
smlm C jRw
RA6PERACREPURELNESM)
PER ACRE PURE LNB MW
OYI7MUM908.PH
1. SMOOTH BROME GRASS
35 LBS.
5.5 TO 7.0
- RED CLOVER
0 %D
20 LBS.
5.6 TO 7.0
2. TALL FESCUE
50 LBS.
5.5 TO 7.5
- WHITE CLOVER
2 LBS.
3. TALL FESCUE
ppb
50 LBS.
5.5 TO 7.5
- RED CLOVER
20 LBS.
4. ORCHARD GRASS
w
30 LBS.
- RED CLOVER
20 LBS.
5.6 TO 7.0
- WHITE CLOVER
2 LBS.
5.5 TO 7.5
5. CROWNVEfCH
12 LBS.
5.6 TO 7.0
- TALL FESCUE
30 LBS.
I.AwNs AND HIGH-MADM 4ANCEA1tBA3
sm MIXIZ7RE9
RA
PER ACRE PURE LNB MW
OYDMUM 908. PH
1. BLUEGRASS
140 LBS.
5.5 TO 7.0
2. PERENNIAL RYEGRASS
0 %D
60 LBS.
5.6 TO 7.0
(TURF TYPE)
90 LBS.
>Q
3. TALL FESCUE (TURF TYPE)
170 LBS,
- BLUEGRASS
ppb
30 LBS.
5.6 TO 7.5
I
r14ANNffi8 AND ARMS OF WMENIRATED FLAW
9EBDmucnam
RA
PERACREPUREIIV MM
OPPE"SOILPH
1. PERENNIAL RYEGRASS
150 LBS.
- WHITE
0 %D
2 LBS.
5.5 TO 7.0
2. KENTUCKY BLUEGRASS
20 LBS.
>Q
- SMOOTH BROMEGRASS
10 LBS.
- SWIfCHGRASS
ppb
3 LBS.
5.5 TO 7.5
- TIMOTHY
4 LBS.
- PERENNIAL RYEGRASS
w
10 LBS.
- WHITE CLOVER
2 LBS.
3. TALL FESCUE
150 LBS.
5.5 TO 7.5
- WHITE CLOVER
2 LBS,
00 d' 00
TALL FESCUE
150 LBS.
PERENNIAL RYEGRASS
F_4.
20 LBS.
5.5 TO 7.5
KENTUCKY BLUEGRASS
20 LBS.
M 00 M
NOTES:
1. AN OAT OR WHEAT COMPANION OR NURS CROP MAY BE USED WITH ANY OF THE ABOVE PERMANENT SEEDING
MIXTURES, AT THE FOLLOWING RATES:
(A) SPRING OATS - ONE-FOURTH TO TH EE -FOURTHS BUSHEL PER ACRE
(B) WHEAT - NO MORE THAN ONE-HALF BUSHEL PER ACRE
2. A HIGH POTENTIAL FOR FERTIUZER, SEED AND MULCH TO WASH EXISTS ON STEEP BANKS, CUTS, AND IN CHANNELS
AND AREAS OF CONCENTRATED
INSTALLATION
1. GRADE THE SITE TO ACHIEVE PO 31TIVE 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 UTRIENT 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- 2 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 JAMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF
THE SOIL.
SEEDING
OPTIMUM SEEDING DATES ARE MAR H 1 TO MAY 10 AND AUGUST 10 TO SEPTEMBER 30.
PERMANENT SEEDING DONE BETWEE 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 0OVERSEEDING MAY BE REQUIRED IF ADEQUATE SURFACE
COVER IS NOT ACHIEVED. RESEEDINGOR OVERSEEDING CAN BE EASILY ACCOMPLISHED IF
THE SOIL SURFACE REMAINS WELL ROTECTED WITH MULCH.
1. SELECT A SEEDING MIXTURE AND( RAPE 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 DEPTH OF ONE-FOURTH TO ONE-HALF INCH. IF DRILLING
OR BROADCASTING THE SEED, E SURE GOOD SEED -TO -SOIL CONTACT BY FIRMING THE
SEEDBED WITH A ROLLER OR CU TIPACKER AFTER COMPLETING SEEDING OPERATIONS. (IF
SEEDING IS DONE WITH A HYDRO EEDER, 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 VE STATION 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 MOV MENT OF MULCH.
_ REPAIR DAMAGED, BARE, GULLI�REPARING
D. OR SPARSELY VEGETATED AREAS AND THEN FERTILIZE,
RESEED, AND APPLY AND ANCOR MULCH.
_ IF PLANT COVER IS SPARSE PATCHY, EVALUATE THE PLANT MATERIALS CHOSEN, SOIL
FERTILITY, MOISTURE CONDITIOAND MULCH APPLICATION; REPAIR AFFECTED AREAS
EITHER BY OVERSEEDING OR 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 PROBES S. (CONTACT YOUR SOIL AND WATER CONSERVATION
DISTRICT OR COOPERATIVE EXT NSION OFFICE FOR ASSISTANCE.)
_ IF ADDITIONAL FERTILIZATION Iq 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 WAR -SEASON GRASSES, APPLY ONE-THIRD IN EARLY SPRING,
ONE-THIRD IN LATE SPRING, ND 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- 0 IN THE INDIANA STORM WATER QUALITY MANUAL
PER AANENT SEED
7 1 1 6
5 4
10' MIN.
METAL PINS OR STAPLES TO
SECURE THE POLYETHYLENE •
LINING TO THE STRAW BALES
BINDING WIRE •
VARIES •
-STRAW BALL (TYP) SECTION LINE
WOOD OR METAL STAKES TO
• SECURE THE STRAW BALES
(TWO PER BALE)
4• J
STRAW BALE (TYP)
WOOD OR METAL STAKES (TYP)
- 2 PER BALE VPOLYETHYLENE LINING 10 MIL
EXTENDING OVER BALES
10 MIL. PLASTIC LINING PLAN METAL PINS OR STAPLES TO
SECURE THE POLYETHYLENE
UNING TO THE STRAW BALES
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.
3 I 2 I 1
■
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 CONSTRUCT] ON/DEMOUTION LANDFILL SITE. RECYCLING OF MATERIAL IS ENCOURAGED. THE WASTE MATERIAL CAN BE
USED FOR MULTIPLE APPLICATIONS INCLUDING BUT NOT LIMITED TO ROADBEDS AND BUILDING.
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 NECESSARY TO MAINTAIN CAPACITY FOR CONCRETE
WASTE -
CONCRETE 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 DEWATERING.
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"
12' (30 CM)
2'-5' (5 CM-12.5CM)
NORTH-
I-1 I I
AMERICAN `S ® (15 CM) Q
GREEN
EROSION CONTROL Products, ,
Guaranteed SOLUTIONS - =_' O ^ ^ ^ ^ ^ = .- ` . ` .
14649 HIGHWAY 41 NORTH I I=1 I
EVANSVILLE, IN 47725
800-772-2040 --------- ______
www.nogreen.com = __ - - _-_
_-_ - _--- _- _-_ --
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 T" (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.
SLOPE INSTALLATION
(NO SCALE)
to
3' (7.5 CM)
PERSPECTIVE VIEW
SPECIFICATIONS:
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
IRRIGATE 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 FII 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, AND 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 COOLSFASON 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-TH150 YkyyMER.
REFERENCE IN CHAPTER 7 PAGES 47-50 IN THE INDIANA STORM WATER QUALITY MANUAL
APP -'ROVED co�rSrRt�cTror�, PLANS
SOD APPLICATION DETAIL
(NO SCALE)
3841 W. Morris St., InpIs,, IN 46241
p. 317,244,7637 * f. 317.244.6348
www.Nv-corp.com
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