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Home My WebLink AboutC2.2 Erosion Cntl DetailsTEMPORARY SEEDING DATES JAN. FEB. MAR APR MAY JUN JUL AUG SEP OCT NOV DEC NOV WHEET OR RYE 3 BU. NON - IRRIGATED' ANNUAL RYEGRASS 1 LB. 40 LB:. COVER SEED 1/4" DEEP 5.5.8.3 1 2 1 2 2. TALL FESCUE OATS .6 5.5.8.3 f fj IRRIGATED RED CLOVER 5 .12 ANNUALRYEGRASS 3. KENTUCKY BLUEGRASS 15 .4 5.8 -7.5 2 DORMANT SEEDING " ,✓ �;f> 15 .4 STS BANS AND CUTS 4. TALL FESCUE ':l �`r 5.8 -7.5 2 1 2 PERMANENT SEEDING DATES JAN. FEB MAR APR MAY JUN JUL AUG! SEP OCT NOV DEC 3 BU. NON - IRRIGATED' ANNUAL RYEGRASS 1 LB. 40 LB:. COVER SEED 1/4" DEEP 5.5.8.3 1 2 1 2 2. TALL FESCUE 25 .6 5.5.8.3 IRRIGATED RED CLOVER 5 .12 3. KENTUCKY BLUEGRASS 15 .4 5.8 -7.5 2 DORMANT SEEDING " ,✓ �;f> 15 .4 STS BANS AND CUTS 4. TALL FESCUE ':l �`r ED IRRIGATION NEEDED DURING THIS PERIOD TO CONTROL EROSION AT TIMES OTHER THAN IN THE SHADED AREAS USE MULCH ' LATE SUMMER SEEDING DATES MAYBE EXTENDED 5 DAYS IF MULCH IS APPLIED INCREASE SEEDING APPLICATION BY 50% PERMANENT TEMPORARY SEEDING RATE TYPE OF SEED 1,000 SF ACRE REMARKS WHEET OR RYE 3.5 LBS. 2 BU. COVER SEED 1"-1 1/2" DEEP SPRING OATS 2.3 LBS. 3 BU. COVER SEED 1" DEEP ANNUAL RYEGRASS 1 LB. 40 LB:. COVER SEED 1/4" DEEP PERMANENT SEEDING MIXTURES SPECIES SEEDING RATE SUITABLE EH SITE SUITABILITY' LBS/ ACRE I LBS! 1,ODOSF ROUGH WELL DRAINE WET LEVEL AND SLOPING, OPEN AREAS 1. TALL FESCUE 35 .8 5.5.8.3 1 2 1 2 2. TALL FESCUE 25 .6 5.5.8.3 1 RED CLOVER 5 .12 3. KENTUCKY BLUEGRASS 15 .4 5.8 -7.5 2 1 CREEPING. RED FESCUE 15 .4 STS BANS AND CUTS 4. TALL FESCUE 15 .4 5.8 -7.5 2 1 2 KENTUCKY BLUEGRASS 25 .6 5. TALL FESCUE 35 1 .8 5.5.8.3 2 1 EMERALD CROWNVETCH" 1 10 1 .25 LAWNS AND FiQH MAINTENANCE AREAS 6. KENTUCKY BLUEGRASS 40 .9 5.8 -7.5 2 1 CREEPING RED FESCUE 40 .9 7. PERENNIAL RYEGRASS 170 4.0 5.0.7.5 1 (TURF TYPE 8. TALL FESCUE 170 4.0 5.5.8.3 77T 777[__T_ 2 SEEDED PREPARATION APPLY LIME TO RAISE THE pH TO THE LEVEL NEEDED FOR SPECIES BEING SEEDED. APPLY 23 POUNDS OF 12 -12 -12 ANALYSIS FERTILIZER (OR EQUIVALENT) PER 1000 SF (APPROXIMATELY 1000 POUNDS PER ACRE) OR FERTILIZE ACCORDING TO TEST APPLICATION OF 150 LBS. OF AMMONIUM NITRATE ON AREAS LOW IN ORGANIC MATTER AND FERTILITY WILL GREATLY ENHANCE VEGETATIVE GROWTH. WORK THE FERTILIZER AND LIME INTO THE SOIL TO A DEPTH OF 2 -3 INCHES WITH A HARROW, DISK OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS POSSIBLE. DO NOT USE PHOSPHOROUS CONTAINING FERTILIZERS (12- 12 -12) UNLES SOIL TEST SHOW A DEFICIENCY IN PHOSPHOROUS. SEEDING SELECT A SEED MIXTURE BASED ON PROJECTED USE OF THE AREA (SEE PERMANENT SEED MIXTURE CHART), WHILE CONSIDERING BEST SEEDING DATES. IF PERMANENT SEEDING IS NOT PERMITTED USE TEMPORARY SEEDING UNTIL PERMANENT SEEDING CAN BE APPLIED. IF TOLERANCES ARE A PROBLEM, SUCH AS SALT TOLERANCE OF SEEDINGS ADJACENT TO STREETS AND HIGHWAYS, SEE SEED TOLERANCE CHART. EC -SCI SEASONAL SOIL PROTECTION CHART SCALE: NONE I r� r ®sn- EC-3C STEP 1: EXCAVATE A6• X e DEEP TRENCH FASTEN FABRIC TO STAKES AND BURY2" X 2" - BOTTOM B-INTO THE TRENCH STAKES _ NON•WOVENI DUTY FABRIC r /> " r < • /, \f Y //y SECTION a•(loon) NOTE: THE SLICING METHOD IS AN ACCEPTABLE ALTERNATIVE DRIVE STAKES IN TRENCH STEP 3: f�6`� TO ATTATCH SILT FENCE BACI(FILL AND/ Cc PACT > SECTION 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. x 2" STAKE 1 EC -2 SILT FENCE BARRIER INSTALLATION SCALE:NONE J O i CO W 19 ZN W O Q� Q Uj J t/j FILTERFABRIC W N d IL = 04 0 O 0e #4 GAGE WIRE r • , YARD CASTING _. = M p �. _ GRASS yr , 7r z: SILT PROTECTION FOR DITCH GRATE (NEENAH R4342) CASTINGS. r MAINTENANCE 1. INSPECT THE DROP INLET PROTECTION AFTER EACH STORM EVENT, AND MAKE NEEDED N REPAIRS IMMEDIATELY. ,,, z - 2. REMOVE SEDIMENT FROM THE POOL AREA TO ENSURE ADEQUATE RUNOFF STORAGE FOR THE �� 6 00c2-2 NEXT RAIN. c OO - CONSTRUCTION MATERIAL, AND SEDIMENT AND DISPOSE OSTABILIZED, ROERLY, GRADE THE EDISTULRBED 0 tom-- ;l. > Z n _is q y AREA TO THE ELEVATION OF THE TOP OF THE INLET AND STABILIZE. W y u C m 2 x o C.2 a m as ma - EC -313 WELDED WIRE INLET PROTECTION W 0 e_ _ SCALE: NONE t.�°o�2 MmB2 Miami sltt loam. 2 to 6 percent slopes, eroded _ ,,, 0 «� a This is a moderately well drained soil with a seasonal water table at 2.0 to 3.5 ft. This soil • -" Is located rises on fill lams; slo pes are 2 to 6 percent. The native is hardwood E o v forest The surface layers silt loam and has moderately low organic matter content (1.0 to 2.0 c C._ V • �., „,,,,,,� I cs percent). Permeability is very slow (<0.06 in/hr) in the most restrictive layer above 60 inches. d o m - ---� -t- - - - �'°'-- - Available water capacity is moderate (6.1 inches in the upper 60 inches). The pH of the surface w w f ; ... - `'t - ' (+ i-^ • ` ' layer in non -limed areas is 5.1 to 6.5. Droughtiness and water erosion are management - �"""�. concerns for crop production. This soil Is designated potential highly erodible (class 2) in the 0 M I r9 ` Highly Erodible. Land (HEL) classification system. -CIA Crosby silt loam, 0 to 3 percent slopes - - :' This is a somewhat poody drained soil with a seasonal high water table at 0.5 to 2.0 ft. This soil Is located on rises on till plains; slopes are 0 to 3 percent. The native vegetation is hardwood Thesurfacelayerissiltbamandhasmotleratelybwiomodemteorganicmatter content (1.0 to 3.0 percent). Permeability is very slow ( <O.06 in/hr) In the most restrictive layer above 60 inches. Available water capacity Is moderate (6.2 inches in the upper 60 inches). 0 IA "«. Y/ 3 F I The pH of the surface layer in non -limed areas is 5.1 to 6.5. Droughtiness and wetness are (� Z Q IO rA I management concerns for crops production. This soli responds well to file drainage: 4 is Z W k `• designated potentially highly erodible (class 2) in the Highly Erodible Land (HEL)classification Z Q ..... I system. < a LUm s z z U) S Z l 0 0 o 0z 0 0 r =Q J I C� U Z } co O 2i LU ._.,.._..._...__ � Mm82. Miami silt loam 2 - 6 9 slopes B a CrA Crosb silt loam 0 - 3 7 slopes C - SOILS MAP U 0 � Uj SCALE: 1 30' LU 12 2"x2" OR 2 "x4" WOOD POSTS OR STEEL FENCE POSTS \"\\\�ttpmllilllilllp /i / /�i�i, NTERIOR REINFORCEMENT , R VOVEN FILTER FABRIC. -HED TO ALL SIDES. _ PE9300391 r` STATE OF i i SS�OrNA +L` PLAN NOTES: DIMENSIONS OF BOX WILL VARY ACCORDING - �, TO THE SIZE OF INLET AND DEPTH OF BASE. j MH JOB NO. : 2009 -0146 �t DATE: BURIED FABRIC 02 -12 -2009 SCALE: AS NOTED ELEVATION SHEET NO. FABRIC DROP INLET PROTECTION C22 SCALE: NONE iVARIES