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Home My WebLink Aboutpg. 07 DetailsEDGE OF CORB, SIMILAR IN PUBLIC PAVEMENT, COTTER OR STRUCTUR R/W MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH EDGE OF CORE, SIMILAR IN PUBLIC PAVEMENT, COTTER OR MIN. 6" TOPSOIL TO STRUCTURE ENSURE GRASS R/W GROWTH Drawn By: MJS GREATER THAN 5' Date Plotted: 5' OR LESS Benchmark Land Services, Inc. 9855 Crossp oin t Blvd., Suite 110 Indianapolis, IN 46256 Ph. 317 841 -1506 Fax 317- 841 -1507 www. benchmarkls.com Notes: I II i� /i =-I =III =111` R -1 I \t/ III -111 111 -1 I_u I_I I_ n I_i I I� I /i <r 111 -Ifl 1 111 ;rte i v/\'`\2\' III %y I i ii 1 1111 -1I 7 ---i 11 =111 II !II III III Ill Ill 111 111 111 1 x MIN. WELL PLACED "B" BORROW OR EQUIV. MIN. 1.25 Bc 12" MIN. 1.25 Bc 12" FOR 42" DIA. 1.25 Bc 24" REGULAR BACKFILL REGULA BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY FOR 42" DIA. MIN. 1.25 Bc 24" FOR 42" DIA. FOR 42" DIA. ___,i \:/,G GRANULAR MATERIAL MIN. 12" COMPACTED TO 85% STANDARD PROCTOR DENSITY N i SPRiNGLINE "B" BORROW OR EQUIV. ti Z� Y2 Bc GRANULAR MATERIAL f j COMPACTED TO 90 d >2./ STANDARD PROCTOR DENSITY •i�,�; Bc \;›-C',>''''.><,‘;';, Bc NOTE: ALL BEDDING INITIAL BACKFILL SHALL BE IN 6" TO 12" BALANCED LIFTS MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE DEPTH OF BEDDING MATERIAL MIN. 12" CLEARANCE EACH SIDE OF BELOW PIPE PIPE FOR LARGER THAN 42" DIA. NOTE: ALL BEDDING INITIAL BACKFILL SHALL BE IN 6" TO 12" BALANCED LIFTS MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE MIN. 12" CLEARANCE EACH SIDE OF DEPTH OF BEDDING MATERIAL PIPE FOR LARGER THAN 42" DIA. BELOW PIPE LEGEND D (d) MIN. LEGEND D (d) MIN. Bc OUTSIDE DIAMETER 27" SMALLER 3" D INSIDE DIAMETER 30' TO 60" 4" d DEPTH OF BEDDING MATERIAL 66" LARGER 6" BELOW PIPE Bc OUTSIDE DIAMETER 27" SMALLER 3" D INSIDE DIAMETER 30" TO 60" 4" d DEPTH OF BEDDING MATERIAL 66" LARGER 6" 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, GOTTER SIMILAR IN PUBLIC PAVEMENT, OR STRUCTURE MIN. 6" TOPSOIL TO R/W ENSURE GRASS GROWTH EDGE OF CORB, SIMILAR IN PUBLIC PAVEMENT, GOITER OR STRUCTURE R/W MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH GREATER THAN 5' I I I I r I I I I I I I I I I i hil I I I I I I I I I I I I I I I I 1 I I „x, 5' OR LESS k MIN. 1.25 Bc 12 REGULAR BACKFILL 7' III 1 11 =111 111 -11 I -111 -111= 111= 111 -11 -I1_111_111_ I 1_11 11=1T1 -I I 1III I MIN. 1.25Bc +12" �j; I 1 "B" BORROW OR EQUIV. GRANULAR MATERIAL I COMPACTED TO 95 MIN. 12" A I B/, L(( STANDARD PROCTOR DENSITY MIN. 12" (a T P C !l Bc 4.. Bc NOTE: ALL BEDDING INITIAL BACKFILL SHALL BE IN 6" TO 12" BALANCED LIFTS MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE LEGEND NOTE: ALL BEDDING INITIAL BACKFILL SHALL BE IN 6" TO 12" BALANCED LIFTS MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE LEGEND 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 OF PAVEMENT, CORB, GOITER OR MIN. 6" TOPSOIL TO SIMILAR STRUCTURE ENSURE GRASS IN PUBLIC R/W GROWTH IF NOT UNDER PAVEMENT OR LESS EDGE OF CORB, SIMILAR IN PUBLIC PAVEMENT, GOITER OR MIN. 6" TOPSOIL TO STRUCTURE ENSURE GRASS R/W GROWTH IF NOT UNDER PAVEMENT GREATER THAN 5' i s i I 1 111 =1 I f -11 I-1 I Ia I I -1 I= I I -1 11 =1 I I 1,-,H-Hi- u I -I a -I 11 -I L I a I- I I I I y /i �i� REGULAR BACKFILL j "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 90% MIN. 1.25 Bc f-Y' i 1 11 11 v i I I hl 1 1 =1 1 1 -1 =1 -1 1 I w ,,,,,w, 1= 11 =I i f=1 I I �I I I -tl I -I I -i I I I /i I l i/ MIN. 1.25 Be 12" 4 l Ys Bc j "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 90% STANDARD PROCTOR DENSITY </k y I 1 I d STANDARD PROCTOR v•v DENSITY %i,�! v yyy v Bc v v \,,,,:"..;,<<:,..!..x/,' d Bc GREATER THAN 5' FROM EDGE OF PAVEMENT WITHIN 5' FROM EDGE OF PAVEMENT NOTE: ALL BEDDING INITIAL BACKFILL SHALL L S BE IN 6" TO 12" BALANCED DEPTH OF BEDDING MATERIAL MIN. 9" OF CLEARANCE SHALL BE BELOW PIPE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE NOTE: BEDDING INITIAL BACKFILL SHALL BE IN 6" TO 12" BALANCED DEPTH OF BEDDING MATERIAL LIF BELOW PIPE MIN. 9" OF CLEARANCE SHALL BE LEGEND PROVIDED ON EACH SIDE OF THE LEGEND D (d) MIN. D (d) MIN. INSTALLED PIPE Bc OUTSIDE DIAMETER 27" SMALLER 3" D INSIDE DIAMETER 30" TO 60" 4" EDDING MATERIAL 66" LARGER 6" d BELOW PIPE Bc OUTSIDE DIAMETER 27" SMALLER 3" D INSIDE DIAMETER 30" TO 60" 4" 66" LARGER 6" d DEPTH OF BEDDING MATERIAL BELOW 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 `\\1 111 i I 1 11/ o R 0' 4"...-*** 1STF�p i� .•rfr�i No. 990i 0 -o OF 8 1 1\\ til June 22nd, 2004 Approved By: DSB Drawn By: MJS Date of Last Field Work: Date Plotted: Details Benchmark Land Services, Inc. 9855 Crossp oin 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. 7 of 6" CONCRETE W /WIRE MESH REINFORCEMENT 6" NO. 53 COMPACTED AGGREGATE EXISTING GROUND 110 /SYD HMA SURFACE 330 /SYD HMA BINDER Y2" JOINT FILLER 3 /1 6 6" NO.53 AGGREGATE EXPANSION JOINT SILICONE JOINT SEALANT Y PER FOOT (MIN. \\\/\l\\\! 1IS 11\111= 111111 111111= 111II1 ilII\I- 11111 PVC UNDERDRAIN I :1 0 p1:.i L L �ti..' L L L' 1.' L 1�' L. 1. L' L 1. YeiY iY iY aTai'YeiYriYeiir ilireiY iY iYeiYeirgget r CONCRETE PAVING DETAIL NOT TO SCALE 6" NO. 53 COMPACTED AGGREGAT EXISTING GROUND war we" wrap wrap woo W4p lorI wap INP-dp varI Wes` 0..,..- .0.. .ps *.a*.* o.a.a. .s. fkAPAPASOMPAPANIPAPAIVI STANDARD PAVING SECTION NOT TO SCALE U C 6' -0" BETWEEN CONSTRUCTION JOINTS 48' BETWEEN EXPANSION JIONTS TYPICAL PLAN VIEW SIDEWALK 4' -0" MIN. SLOPE 50:1 MAX. 1/2" PREFORMED JOINT FILLER TYPICAL SECTION 111111 11111! IIIIN 111111 �iII 111111= hill! 111111 0' BEND DOWN SPOUT RADE UNDERDRAIN CONNECTION NOT TO SCALE =1 1 =1 I I i I 1 =1 11 =1 11 11 =1 11 =1 i I I i I I f I I I I! I�; I_I 1= 111- 111 ICI ICI iII III ;iII_ III III 111 SIDEWALK DETAIL NOT TO SCALE Y" EXPANSION JOINT SEALANT PVC UNDERDRAIN RISER III BROOM FINISH 6x6 W1.4 x w1.4 WOVEN WIRE FABRIC REQUIRED 1 )2" PREFORMED JOINT SEALANT (ONE PIECE FOR FULL JOINT DEPTH) Y2" 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. 'T' CONNECTION CONNECTION (AS REQ'D.) C 0 0 6' -1 -1s 0 O O +�i�i� dpg 41111 a: I II I 1 _111:11 111 11 X111 111- 111 -1 Ground F. ,r, }y Topsoil (min.) 22" 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 Y" min. 5. Concrete and placement shall be as specified in the plan specifications. STAND CURB DETAIL NOT TO SCALE s F Silt Fence Barrier Details REQUIREMENTS Limited to Y4 acre per 100 ft. of fence; further restricted by slope steepness. 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 Y2 ft. at any point along the fence line. Support Wire (Optional): 14 gauge, 6 in. mesh wire fence (needed if using standard fabric). Drainage Area: 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. 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 T Detailed example of silt fence installation (showing flat bottom and V- shaped trenches) Support wire =I I 8 in. (min.) Post 18 in deep (min.) 8 in. (min.) fri L Wire 6 in. deep 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. s c Stable Construction Entrance Details REQUIREMENTS Material: 2 -3 in. washed stone (INDOT CA No.2) over a stable foundation. Thickness: 6 in. minimum. 20 ft. minimum or full width of entrance /exit, whichever is greater. Width: Length: 50 ft. minimum. The length can be shorter for small sites such as an individual home. Washing Level area with 3 in. washed stone minimum or a commercial rack, and waste water Facility diverted to a sediment trap (refer to Indiana Handbook for Erosion Control in Developing (optional): Areas, Practice 3.72). Geotextile Fabric Underliner: May be used under wet conditions or for soils within a high seasonal water table to provide greater bearing strength. Typical Construction Entrance /Exit 2 -3 in. coarse aggregate Geotextile fabric to stabilize foundation (especially important where wetness is anticipated) 6 in. (min. 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% Grad 2q 8 in. Diversion Ridge 1(�_ ,'�:t� 15 ff. Public Road Geotextile'' r' �I 1(- 111 =f i i j= r fabric I 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 HEAVY DUTY PAVING SECTION NOT TO SCALE 111 111 =1 11= 111=111=11 Ps 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 P ermanent 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). Control in n ok for Erosion e needed depth h for establishment of vegetation Handbook to achieve ne d (refer Add topsoil p 9 re fer to Indiana Ha 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 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. 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. Tall Fescue +ladino or white clover* 4. Tall Fescue Perennial Ryegrass Kentucky bluegrass 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. Orchardgross 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 Y2 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 A B I •/1 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 SOFT. B SPRING OATS 3 BUSHEL PER ACRE C WHEAT OR RYE 2 BUSHEL PER ACRE D ANNUAL RYEGRASS (1 LB. PER 1000 SO. FT.) E STRAW MULCH (90 LBS. PER 1000 SO.FT.) I 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