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Home My WebLink Aboutpg. 07 DetailsEDGE OF CORB, SIMILAR IN PUBLIC "B" BORROW GRANULAR COMPACTED STANDARD DENSITY DEPTH OF PAVEMENT, GOITER OR STRUCTUR R/W MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH EDGE OF CORE, GOITER SIMILAR IN PUBLIC WELL PLACED BORROW GRANULAR COMPACTED STANDARD DENSITY "B" BORROW GRANULAR COMPACTED STANDARD DENSITY DEPTH OF BEDDING BELOW PAVEMENT, OR STRUCTURE R/W MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH i REGULAR BACKFILL 5' OR LESS GREATER THAN 5' 9855 Crosspoin t Blvd., Suite 110 Indianapolis, IN 46256 Ph. 317- 841 -1506 Fax 317 -841 -1507 www.benchmarkls.com Notes: /7 j� 11= 111 =11 -1 =111=111 I I �j 1 I)• -I 1 I 1 11 I 1 I 1 I I I III III '/%0.,, i I 11 I I 1 -11 =111=111=111=11 I %�j�; I I 111 III I II 111 I I I i. i; OR EQUIV. MATERIAL TO 95% PROCTOR /'i NOTE: MIN. 1.25 Bc 12" i 2" I ;G "B" OR EQUIV. MATERIAL TO 85% PROCTOR OR EQUIV. i MATERIAL TO 90% PROCTOR NOTE: MIN. 1.25 Bc 12" FOR 42 DIA. MIN. 1.25 Bc 24" FOR 42" DIA. MIN. 1.25 Bc 24" FOR 42" DIA. 7 FOR 42" DIA. s MIN. 12" ;i. SPRINGLINE y Z g Project 3 -337 [5/3 Bank] Sheet No. 7of8 11 LEGEND d >�i i� Bc BE THE OF DIA. BE IN 6" OF CLEARANCE ON EACH PIPE CLEARANCE LARGER i i Vi Bc i 2 OF LEGEND INITIAL BACKFILL 6" TO 12" BALANCED CLEARANCE SHALL ON EACH SIDE OF PIPE EACH SIDE THAN 42" INITIAL BACKFILL TO 12" BALANCED SHALL BE SIDE OF THE EACH SIDE THAN 42" DIA. ALL SHALL LIFTS MIN. PROVIDED INSTALLED MIN. BEDDING MATERIAL PIPE BELOW PIPE BEDDING BE IN 9" OF 12" CLEARANCE FOR LARGER ALL BEDDING SHALL LIFTS MIN. 9" PROVIDED INSTALLED MATERIAL MIN. 12" PIPE PIPE FOR D (d) MIN. D (d) MIN. 27" SMALLER 3" 30" TO 60" 4" 66" LARGER 6" Bc OUTSIDE DIAMETER D INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE 27" SMALLER 3" 30" TO 60" 4" 66" LARGER 6" Bc OUTSIDE DIAMETER D INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE DCAM FIG. 501 -03 CORRUGATED METAL PIPE (CMP) TRENCH DETAIL WITHIN 5' FROM EDGE OF PAVEMENT DCAM FIG. 501 -04 CORRUGATED METAL PIPE (CMP) TRENCH DETAIL GREATER THAN 5' FROM EDGE OF PAVEMENT EDGE OF CORB, GOITER SIMILAR IN PUBLIC "B" BORROW GRANULAR COMPACTED STANDARD DENSITY A 8 CRUSHED PPROVED BEDDING TAMPED PLACE PAVEMENT, OR STRUCTURE R/W MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH EDGE OF CORB, SIMILAR IN PUBLIC #8 CRUSHED APPROVED BEDDING TAMPED PLACE PAVEMENT, GOITER OR STRUCTURE R/W MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH REGULAR BACKFILL GREATER THAN 5' %j��> „K, i I 1 A•.,., 1_11=11 =111 -111 -11 11 i 1 I 11- 111= 111 111 =11 I f=111=11 1=11 1 111- 111 111 =111=1 5' OR LESS i .,j STONE OR EQUIV. CLASS I MATERIAL HAND OR WALKED INTO NOTE: MIN. 1.25 Bc 12" �y ��jj I I I I Ili I I 611 111 111 111 111 1 t 1 I h I I I j OR EQUIV. MATERIAL TO 95% PROCTOR STONE OR EQUIV. CLASS I MATERIAL HAND OR WALKED INTO A A�- Y /fi ter NOTE: MIN. 1.25 Bc 12" �j;' /1,/, V I r MIN. 12" I I \ti ti- MIN. 12" �j, 4" BE OF THE Bc cA<', LEGEND \z' 4 BE THE Bc I LEGEND ALL BEDDING INITIAL BACKFILL SHALL BE IN 6" TO 12" BALANCED LIFTS MIN. 9" OF CLEARANCE SHALL PROVIDED ON EACH SIDE INSTALLED PIPE ALL BEDDING INITIAL BACKFILL SHALL BE IN 6" TO 12" BALANCED LIFTS MIN. 9" OF CLEARANCE SHALL PROVIDED ON EACH SIDE OF INSTALLED PIPE Bc OUTSIDE DIAMETER D INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE Bc OUTSIDE DIAMETER D INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE DCAM FIG. 501 -05 PLASTIC PIPE (PVC AND HDPE) TRENCH DETAIL WITHIN 5' FROM EDGE OF PAVEMENT DCAM FIG. 501 -06 PLASTIC PIPE (PVC AND HDPE) TRENCH DETAIL GREATER THAN 5' FROM EDGE OF PAVEMENT EDGE CORE, SIMILAR IN PUBLIC "B" BORROW GRANULAR COMPACTED STANDARD DENSITY DEPTH OF OF PAVEMENT, GOITER OR STRUCTURE R/W MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT EDGE OF CORE, SIMILAR IN PUBLIC REGULAR "B" BORROW GRANULAR COMPACTED STANDARD DENSITY DEPTH OF BELOW PAVEMENT, GOITER OR STRUCTURE R/W MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT 'W4 13 c GREATER THAN 5' I11111�I 1 II- 111-111m111 111 111 111 111 I I 111 111 111 111 111 1I1 111 I 5' OR LESS BACKFILL OR EQUIV. MATERIAL TO 90% PROCTOR GREATER MIN. 1.25 Bc j V\ i,,- 4 h I CI 11 �1 I I I 11 11 1 11 =1 I I! I I 1 1 j�; 111 11 111 -1 It 111 1! I /V C OR EQUIV. MATERIAL TO 90% PROCTOR WITHIN MIN. 1.25 Bc 12" /j� I ti• 'ti!� 7 I I d THAN i s� %i� PAVEMENT d 5' FROM Bc W %r. 5' FROM EDGE OF EDGE OF PAVEMENT NOTE: INITIAL BACKFILL 6" TO 12" BALANCED CLEARANCE SHALL EACH SIDE OF PIPE BE THE LEGEND NOTE: BACKFILL 6" TO 12" BALANCED CLEARANCE SHALL EACH SIDE OF PIPE BE THE LEGEND ALL SHALL LIFTS BEDDING MATERIAL MIN. PIPE PROVIDED INSTALLED BEDDING BE IN 9" OF ON LL ALL SHALL BEDDING MATERIAL LIFTS BELOW PIPE MIN. BEDDING BE IN 9" OF ON D (d) MIN. PROVIDED D (d) MIN. INSTALLED 27" SMALLER 3" 30" TO 60" 4" 66" LARGER 6" Bc OUTSIDE DIAMETER D INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE 27 SMALLER 3" 30" TO 60" 4" 66" TO 60" 6" Bc OUTSIDE DIAMETER D INSIDE DIAMETER d DEPTH OF MATERIAL PIPE DCAM FIG. 501 -07 REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL WITHIN 5' FROM EDGE OF PAVEMENT DCAM FIG. 501 -08 REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL GREATER THAN 5' FROM EDGE OF PAVEMENT 5/3 Bank Canopy Addition 11590 North Meridian Street Indianapolis, Indiana 1 1i% I11I!! f/ 0 0 iii **eii No. 0 990# P .4 E'OF 1 0\ fl June 22nd, 2004 Approved By: DSB Drawn By: MJS Date of Last Field Work: Date Plotted: Details Benchmark Land Services, Inc. 9855 Crosspoin t Blvd., Suite 110 Indianapolis, IN 46256 Ph. 317- 841 -1506 Fax 317 -841 -1507 www.benchmarkls.com Notes: Rev# Date Remarks Project 3 -337 [5/3 Bank] Sheet No. 7of8 6" CONCRETE W /WIRE MESH REINFORCEMENT 6" NO. 53 COMPACTED AGGREGATE EXISTING GROUND 6" NO. 53 COMPACTED AGGREGATE Y2" JOINT FILLER 110 /SYD HMA SURFACE Y PER FOOT (MIN. 330 /SYD HMA BINDER EXISTING GROUND 6" NO.53 AGGREGATE PVC UNDERDRAIN EXPANSION JOINT SILICONE JOINT SEALANT STANDARD PAVING SECTION NOT TO SCALE U) 6' -0" BETWEEN CONSTRUCTION JoNTS 48' BETWEEN EXPANSION JIONTS 1/2" PREFORMED JOINT FILLER CONCRETE PAVING DETAIL NOT TO SCALE TYPICAL PLAN VIEW IN =11I11I =II�IIf =II Nf4 �IIIIII= IIIIII=III�II= IIIIII L11II= 111111 =11111( IIIIII IWIII I11-= 111111= 111111-= 90' BEND UNDERDRAIN CONNECTION NOT TO SCALE dIPA T •T iT i• iT►•- OZ. iT•iY.ir•• WA. air. i ►•Y• ir...iY ►iY ►iY Y iY aYrirtirrir1:r 'arl'ar i-r rYrirriYrir,!ir irrk:• 'a'.te' a 11 =111 =111 =111 =111 =111= 111 =111 =111 =111= 111 =111= 111 111=111 -11-1=_-1 11 11 111 I I III III =111 III w_ ',Y w we" W_ we, °OP W AP 410 IP 41111 411P 4111P 4111■ 41110 4110 TYPICAL SECTION DOWN SPOUT 1 1111= -11j =111 =111 =111 -I 1I SIDEWALK DETAIL NOT TO SCALE RADE PVC UNDERDRAIN RISER "T" CONNECTION (AS REQ'D.) BROOM FINISH 6x6 W1.4 x w1.4 WOVEN WIRE FABRIC REQUIRED Y2" EXPANSION JOINT SEALANT PREFORMED JOINT SEALANT (ONE PIECE FOR FULL JOINT DEPTH) Y" JOINT FILLER EXPANSION JOINT TYPICAL SECTION THOUGH JOINT NOTE: RISER REDUCER MAY BE REQUIRED TO CONNECT TO DOWN SPOUT TRUNK LINE. A FLEXIBLE RISER WITH CLAMP MAY BE USED. a 0 3 4 4 III -III Exlistinlg 11111111-1 Ground I- 22" 3" Topsoil (min.) Backfill Pipe Bedding Details NOTES: 1. Expansion joints are required at storm inlets. 2. Contraction Joints should be installed at 10' spacings. 3. Spacing shall be 5' on curve radii. 4. Contraction joints shall be tooled or sawn in continuously poured curbs to a depth of Y2" min. 5. Concrete and placement shall be as specified in the plan specifications. STAND CURB DETAIL NOT TO SCALE SF Silt Fence Barrier Details REQUIREMENTS Drainage Area: Location: Fence nearly level, approximately following the land contour, and at least 10 ft. from toe of slope to provide a broad, shallow sediment pool. Trench: 8 in. minimum depth, flat bottom or V- shaped, filled with compacted soil or gravel to bury lower portion of support wire and /or fence fabric. Support Posts: 2x2 in. hardwood posts (if used) or steel posts set at least 1 ft. deep. Steel posts should have projections for fastening fabric. Spacing of Posts: 8 ft. maximum if fence supported by wire, 6 ft. for extra- strength fabric without wire backing. High enough so depth of impounded water does not exceed 1 Y ft. at any point along the fence line. Support Wire (Optional): 14 gauge, 6 in. mesh wire fence (needed if using standard fabric). Fence Height: Fence Fabric: Maximum Land Slope and Distance for Which a Silt Fence Is Applicable. Land Slope Less than 2% 2 to 5 5 to 10% 10 to 20% More than 20% Max. Distance above fence 100 ft. 75 ft. 50 ft. 25 ft. 15 ft. Limited to Y4 acre per 100 ft. of fence; further restricted by slope steepness. Woven or non -woven geotextile fabric with specified filtering and tensile strength and containing UV inhibitors and stabilizers to ensure 6 mo. minimum life at temperatures 0'd- 120'F. Filter fabric Compacted soil >o Detailed example of silt fence installation (showing flat bottom and V- shaped trenches). Support wire Post 18 in deep (min.) 8 in. (min.) 8 in. (min.) Wire 6 in. deep 1n °Ir 14 in. 1I- V- trench with gravel INSTALLATION Site Preparation 1.) Plan for the fence to be at least 10 ft. from the toe of the slope to provide a sediment storage area. 2.) Provide access to the area if sediment cleanout will be needed. Fence Construction 1.) Along the entire intended fence line, dig an 8 in. flat bottomed or V- shaped trench. 2.) On the downslope side of the trench, drive the wood or steel support posts at least 1 ft. into the ground (the deeper the better), spacing them no more than 8 ft. apart if the fence is supported by wire or 6 ft. if extra- strength fabric is used without support wire. Adjust spacing, if necessary, to ensure that posts are set at the low points along the fence line. (Note: If the fence has pre- attached posts or stakes, drive them deep enough so that the fabric is satisfactorily in the trench as described in Step 6.) 3.) Fasten support wire fence (if the manufacturer recommends its use) to the upslope side of the posts, extending it 8 in. into the trench. 4.) Run a continuous length of geotextile fabric in front (upslope) of the support wire and posts, avoiding joints, particularly at low points in the fence line. 5.) If a joint is necessary, nail the overlap to the nearest post with lath. 6.) Place the bottom 1 ft. of fabric in the 8 in. deep trench, extending the remaining 4 in. toward the upslope side. 7.) Backfill the trench with compacted earth or gravel. MAINTENANCE 1.) Inspect the silt fence periodically and after each storm event. 2.) If fence fabric tears, starts to decompose, or in any way becomes ineffective, replace the affected portion immediately. 3.) Remove deposited sediment when it reaches half the height of the fence at its lowest point or is causing the fabric to bulge. 4.) Take care to avoid undermining the fence during clean out. 5.) After the contributing drainage area has been stabilized, remove the fence and sediment deposits, bring the disturbed area to grade, and stabilize. Stable Construction Entrance Details REQUIREMENTS Material: Thickness: Width: Length: Washing Facility (optional): Geotextile Fabric May be used under wet conditions or for soils within a high seasonal water table to Underliner: provide greater bearing strength. 2 -3 in. washed stone (INDOT CA No.2) over a stable foundation. 6 in. minimum. 20 ft. minimum or full width of entrance /exit, whichever is greater. 50 ft. minimum. The length can be shorter for small sites such as an individual home. Level area with 3 in. washed stone minimum or a commercial rack, and waste water diverted to a sediment trap (refer to Indiana Handbook for Erosion Control in Developing Areas, Practice 3.72). Typical Construction Entrance /Exit 2 -3 in. coarse j aggregate Geotextile fabric to stabilize foundation (especially important where wetness is anticipated) 6 in. (min. 2' INSTALLATION 1.) Avoid locating on steep slopes or at curves in public roads. 2.) Remove all vegetation and other objectional material from the foundation area, and grade and crown for positive drainage. 3.) If slope towards the road exceeds 2 construct a 6 -8 in. high water bar (ridge) with 3:1 side slopes across the foundation area about 15 ft. from the entrance to divert runoff from the road (refer to Indiana Handbook for Erosion Control in Developing Areas, Practice 3.24). 4.) Install pipe under the pad if needed to maintain proper public road drainage. 5.) If wet conditions are anticipated, place geotextile fabric on the graded foundation to improve stability. 6.) Place stone to dimensions and grade shown in the erosion /sediment control plan, leaving the surface smooth and sloped for drainage. 7.) Divert all surface runoff and drainage from the stone pad to a sediment trap or basin. Temporary Construction Entrance /exit Pad With Diversion Ridge Where Grade Exceeds 2% Grade 2Z 8 in. Diversion Ridge =l l T�� =�rat 5 ft. Public Road Geotextile fabric INSTALLATION 1.) Inspect entrance pad and sediment disposal area weekly and after storm events or heavy use. 2.) Reshape pad as needed for drainage and runoff control. 3.) Top dress with clean stone as needed. 4.) Immediately remove mud and sediment tracked or washed onto public roads by brushing or sweeping. Flushing should only be used if the water is conveyed into a sediment trap or basin. 5.) Repair any broken road pavement immediately. 110 /SYD HMA SURFACE 220 /SYD HMA BINDER 330 /SYD HMA BASE 6" NO. 53 COMPACTED AGGREGATE EXISTING GROUND At4 ti,• ti.• ti.• L„ 1..• ti.• ti,• ti„• ti.• L..• L.. 4 L,• ti.• a.• L..• 4s, 111 =1I1 111 111 HEAVY DUTY PAVING SECTION NOT TO SCALE 111= 111 =111- 111=1i 1 =1 1 0-Permanent Seeding Details REQUIREMENTS Site and seedbed preparation: Graded, and lime and fertilizer applied. Plant species: Selected on the basis of soil type, soil pH, region of the state, time of year, and planned use of the area to be seeded. Mulch: Clean grain straw, hay, wood fiber, etc., to protect seedbed and encourage plant growth. The mulch may need to be anchored to reduce removal by wind or water, or erosion control blankets may be considered. APPLICATION Permanently seed all final grade areas (e.g., landscape berms, drainage swales, erosion control structures, etc.) as each is completed and all areas where additional work is not scheduled for a period of more than a year. Site Preparation: 1.) Install practices needed to control erosion, sedimentation, and runoff prior to seeding. These include temporary and permanent diversions, sediment traps and basins, silt fences, and straw bale dams (refer to Indiana Handbook for Erosion Control in Developing Areas, Practices 3.21, 3.22, 3.72, 3.73, 3.74, and 3.75). 2.) Add topsoil to achieve needed depth for establishment of vegetation (refer to Indiana Handbook for Erosion Control in Developing Areas, Practice 3.02). 3.) Grade the site and fill in depressions that can collect water. Seedbed Preparation: 1.) Test soil to determine pH and nutrient levels. (Contact your county SWCD or Cooperative Extension office for assistance and soils information, including available testing services.) 2.) If soil pH is unsuitable for the species to be seeded, apply lime according to test recommendations. 3.) Fertilize as recommended by the soil test. If testing was not done, consider applying 400 -600 lbs. /acre of 12 -12 -12 analysis, or equivalent, fertilizer. 4.) Till the soil to obtain a uniform seedbed, working the fertilizer and lime into the soil 2 -4 in. deep with a disk or rake operated across the slope. Seeding: Optimum seeding dates are Mar. 1 -May 10 and Aug. 10 -Sept. 30. Permanent seeding done between May 10 and Aug.10 may need to be irrigated. As an alternative, use temporary seeding (refer to Indiana Handbook for Erosion Control in Developing Areas, Practice 3.11) until the preferred date for permanent seeding. 1.) Based on site conditions, soil pH, intended land use, and expected level of maintenance, select a seeding mixture and rate from the table below. 2.) Apply seed uniformly with a drill or cultipacker- seeder or by broadcasting, and cover to a depth of 1/4 -1/2 in. 3.) If drilling or broadcasting, firm the seedbed with a roller or cultipacker. 4.) Mulch all seeded areas (refer to Indiana Handbook for Erosion Control in Developing Areas, Practice 3.15). Consider using erosion control blankets on sloping areas (refer to Indiana Handbook for Erosion Control in Developing Areas, Practice 3.17). (NOTE: If seeding is done with a hydroseeder, fertilizer and mulch can be applied with the seed in a slurry mixture.) This table provides several seeding options. Additional seed species and mixtures are available commercially. When selecting a mixture, consider site conditions, including soil properties (e.g., soil pH and drain age), slope aspect and the tolerance of each species to shade and doughtness Seed species and mixtures Rate per acre Optimum soil pH Open And Disturbed Areas (remaining Idle More 1 Yr.) 1. Perennial Ryegrass 35 to 50 lbs. 5.6 to 7.0 white or ladino clover* 1 to 2 lbs. 2. Kentucky Bluegrass smooth or bromegrass switch grass timothy perennial ryegrass white or ladino clover* 3. Perennial Ryegrass tall fescue 4. Tall Fescue +ladino or white clover* Lawns And High Maintenance Areas 1. Bluegrass 2. Perennial Ryegrass bluegrass 3. Tall Fescue (turf- type) bluegrass Channels And Areas Of Concentrated Flow 1. Perennial Rye Grass white or ladino clover* 2. Kentucky Bluegrass smooth or bromegrass switch grass timothy perennial ryegrass white or ladino clover* 3. Toll Fescue +ladino or white clover* 4. Tall Fescue Perennial Ryegrass Kentucky bluegrass 20 lbs. 10 lbs. 3 lbs. 4 lbs. 10 lbs. 1 to 2 lbs. 15 to 30 lbs. 15 to 30 lbs. ,35 to 50 lbs. 1 to 2 lbs. 105 to 140 lbs. 45 to 60 lbs. 70 to 90 lbs. 130 to 170 lbs. 20 to 30 lbs. 100 to 150 lbs. 1 to 2 lbs. 20 lbs. 10 lbs. 3 lbs. 4 lbs. 10 lbs. 1 to 2 lbs. 100 to 150 lbs. 1 to 2 lbs. 100 to 150 lbs. 15 to 20 lbs. 15 to 20 lbs. 5.5 to 7.5 5.6 to 7.0 5.5 to 7.5 Steep Banks And Cuts, Low Maintenance Areas (not Mowed) 1. Smooth Bromegrass 25 to 35 lbs. 5.6 to 7.0 red clover* 10 to 20 lbs. 2. Tall Fescue 35 to 50 lbs. 5.6 to 7.0 white or ladino clover* 1 to 2 lbs. 3. Tall Fescue 35 to 50 lbs. 5.6 to 7.0 red clover* 10 to 20 lbs. (Recommended north of US 40) 4. Orchardgrass 20 to 30 lbs. 5.6 to 7.0 red clover* 10 to 20 lbs. +ladino clover* 1 to 2 lbs. 5. Perennial Ryegrass 10 to 12 lbs. 5.6 to 7.0 tall fescue 20 to 30 lbs. (Recommended south of US 40) 5.5 to 7.0 5.6 to 7.0 5.6 to 7.5 5.6 to 7.0 5.5 to 7.5 5.5 to 7.5 5.5 to 7.5 For best results: (a) legume seed should be inoculated; (b) seeding mixtures containing legumes should preferably be spring- seeded, although the grass may be fall- seeded and the legume frost seeded (Practice 3.13); and (c) if legumes are fall- seeded, do so in early fall. Tall fescue provides little cover for, and may be toxic to, some species of wildlife. The IDNR recognizes the need for additional research on alternatives to tall fescue, such as buffalograss, orchard grass, smooth bromegrass, and switch grass. This research, in conjunction with demonstration areas, should focus on erosion control characteristics, wildlife toxicity, turf durability, and drought resistance. NOTE: An oat or wheat companion or nurse crop may be used with any of the above permanent seeding mixtures. If so, it is best to seed during the fall seeding period, especially after Sept.15, and at the following rates: spring oats- 1/4 to 3/4 bu. /acre; wheat -no more than Y bu. /acre. MAINTENANCE 1.) Inspect periodically, especially after storm events, until the stand is successfully established. (Characteristics of a successful stand include: vigorous dark green or bluish -green seedlings; uniform density with nurse plants, legumes, and grasses well intermixed; green leaves; and the perennials remaining green throughout the summer, at least at the plant base.) 2.) Plan to add fertilizer the following growing season according to soil test recommendations. 3.) Repair damaged, bare, or sparse areas by filling any gullies, re- fertilizing, over- or re- seeding, and mulching. 4.) If plant cover is sparse or patchy, review the plant materials chosen, soil fertility, moisture condition, and mulching; then repair the affected area either by over seeding or by re- seeding and mulching after re- preparing the seedbed. 5.) If vegetation fails to grow, consider soil testing to determine acidity or nutrient deficiency problems. (Contact your SWCD or Cooperative Extension office for assistance.) 6.) If additional fertilization is needed to get a satisfactory stand, do so according to soil test recommendations. STABILIZATION PRACTICE: JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. PERMANENT SEEDING TEMPORARY SEEDING MULCHING E A B I I I C D //I A KENTUCKY BLUEGRASS 40 TURF TYPE TALL FESCUE 40 ANNUAL RYEGRASS 20% PLUS 2 TONS OF STRAW MULCH/ ACRE APPLY MIXTURE AT A RATE OF 2 LBS. PER 1000 SQ.FT. B SPRING OATS 3 BUSHEL PER ACRE C WHEAT OR RYE 2 BUSHEL PER ACRE D ANNUAL RYEGRASS (1 LB. PER 1000 SQ. FT.) E STRAW MULCH (90 LBS. PER 1000 SQ.FT.) 1 IRRIGATION NEEDED DURING JUNE, JULY, AND OR SEPTEMBER. IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD NOTE: ALL SEEDING SHALL HAVE 12 -12 -12 FERTILIZER APPLIED 400 -600 LBS. PER ACRE OR AS SPECIFIED. SEEDING SCHEDULE NO SCALE 1