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Home My WebLink About03070016 Village of West Clay Sections9006 - A&B Large Plan pg. SEROSIO\ CONTROL SCHEDULE EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE TEMP. DIVERSION SWALE SILT TRAPS AS NEEDED PRIOR TO CLEARING AND GRADING STONE ENTRANCE AS NEEDED PRIOR TO CLEARING AND GRADING SILT FENCE WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AF I ER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TEMPORARY DIVERSIONS WEEKLY, AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH GRADING TEMPORARY SEEDING WATER AS NEEDED AF ILR ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING EROSION CONTROL MATTING WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING STRAW BALES WEEKLY, AF IER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED AF IER EACH INLET IS PLACED SEED, SOD LANDSCAPE AROUND WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS UNITS FINISHED 20 -25 12 -18 REMOVAL OF STRAW BALES N/A AF IER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED i3.. SOIL CONDITION Village of WestClay SECTIONS 9006 —A B CARMEL, INDIANA BRENWICK DEVELOPMENT CO. CARMEL, INDIANA i3.. SOIL CONDITION DRAWN BY: CWD CHECKED BY: SHEET TITLE: EROSION CONTROL DETAILS DRAWING FILES: N:\1238\9006\DWGSV802.DING SHEET NO.: C802 A Wet Vorrr Dry DATE: 6/30/03 SOIL CONDITION DRAWN BY: CWD CHECKED BY: SHEET TITLE: EROSION CONTROL DETAILS DRAWING FILES: N:\1238\9006\DWGSV802.DING SHEET NO.: C802 Salt Tolerance Wet Vorrr Dry Gen. Soil Spray Creeping Red Fescue Festuca rubra 2 1 2 1 1 1 Med. 1 20 -25 12 -18 7 -21 S Kentucky Bluegrass Poa pratinsis 2 1 2 1 1 1 Med. 1 25 -35 12 -18 10 -20 MT Tall Fescue Festuca L arundinacea 2 1 1 1 1 1 Low 1 24 -35 24 -36 5 -14 T Perennial ryegrass Lolium perenne 2 1 2 1 2 Med- High 2 15 -20 12 -18 5 -10 MT Crownvetch Coronilla varia 1 1 2 Low 1 5 -10 24 14 -21 T Red Clover Trifolium pratense 1 2 Med. 1 7 -10 18 5 -10 S S DATE: 6/30/03 PROJECT NO.: 1238.9006 DRAWN BY: CWD CHECKED BY: SHEET TITLE: EROSION CONTROL DETAILS DRAWING FILES: N:\1238\9006\DWGSV802.DING SHEET NO.: C802 Feb Mar Apr I May Jun Jul EROSION )L MEASURES MAINTENANCE RE.. UIREL1ENTS STRAW BALE DAM ENANCE REQUIREMENTS 1. INSPECT STRAW LE DAMS AFTER EACH STORM EVENT AND PROMPTLY REMOVE ANY SEDIMENT S TO ENSURE ADEQUATE STORAGE VOLUME FOP THE NEXT RAIN, TAKING CARE NOT TO UNDERMINE THE ENTRENCHED BALES. 2. INSPECT ALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION ACTIVITIES AND :PAIR IMMEDIATELY. 3. AF IER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL STRAW BALES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE MAINTENANCE SILT FENCE REQUIREMENTS INSPECT THE SILT FENCE PERIODICALLY AND AF IER EACH STORM EVENT. IE FENCE FABRIC EARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES ACE THE AFFECTED PORTION IMMEDIATELY. 3. PEMOVE 1 SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. AF 1ER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT POSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. TEMPORARY SEDIMENT RAP MAINTENANCE REQUIREMENTS 1. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH STORM EVENT AND IMMEDIATELY REPAIR ANY ION AND PIPING HOLES. 2. REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO ONE -HALF THE DESIGN DEPTH. 3. REPLACE SPILLWAY GRAVEL FACING IF CLOGGED. 4. INSPECT )N, AND RE -SEED IF NECESSARY. 5. CHECK THE !AY DEPTH PERIODICALLY TO ENSURE A MINIMUM OF 1.5 FT. DEPTH FROM THE LOWES) POINT OF THE SETTLED EMBANKMENT TO HIGHEST POINT OF THE SPILLWAY CREST, AND FILL ANY LOW AREAS TO MAINTAIN DESIGN ELEVATION. 6. PROMPTLY REPLACE ANY DISPLACED RIPRAP, BEING CAREFUL THAT NO STONES IN THE SPILLWAY ARE ABOVE DESIGN GRADE. 7. AF IER ALL DISTURBED AREAS HAVE BEEN STABILIZED. REMOVE THE STRUCTURE AND SEDIMENT, SMOOTH THE SITE TO BLEND WITH ADJOINING AREAS, AND STABILIZE. SANDBAG CURB INLET SEDIMENT BARRIER MAINTENANCE REQUIREMENTS 1. INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR IF NECESSARY. 2. INSPECT AFTER EACH STORM EVENT. 3. REMOVE SEDIMENT, WITHOUT FLUSHING, WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER. 4. DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS. BLOCK AND GRAVEL CURB INLET PROTECTION MAINTENANCE REQUIREMENTS 1. AFTER EACH STORM EVENT, REMOVE THE SEDIMENT AND REPLACE THE GRAVEL; REPLACE THE GEOTEXTILE FABRIC, IF USED. 2. PERIODICALLY REMOVE SEDIMENT AND TRACKED -ON SOIL FROM THE STREET, WITHOUT FLUSHING, TO REDUCE THE SEDIMENT LOAD ON THE CURB INLET PROTECTION. 3. INSPECT PERIODICALLY FOR DAMAGE AND REPAIR; KEEP GRATES FREE OF DEBRIS. 4. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE GRAVEL, WIRE MESH, GEOTEXTILE FABRIC, AND ANY SEDIMENT, AND DISPOSE OF THEM PROPERLY. EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS 1. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. 2. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE -SEED THE AREA, AND RE -LAY AND STAPLE THE BLANKET. 3. AF IER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS 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. TOPDRESS WITH CLEAN STONE AS NEEDED. 4. IMMEDIATELY REMOVE MUD AND DIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY DE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. 5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. EROSION SEDIMENT CONTROL INFORMATION PROJECT INFORMATION: 1A Project Location Map: See Sheet C100 for the location map. 1B Narrative: This project consists of the construction of Village of WestClay Section 9006 of a residential development containing 29 single family lots. Site construction is scheduled to begin in the Summer of 2001 and be completed in the Spring of 2002. 1C Location of Planned and /or Existing Roads, Utilities, Structures, Highways, etc: See Sheets C101 cnd c102 for proposed and existing improvements. TOPOGRAPHIC, DRAINAGE AND GENERAL SITE FEATURES. 2A Existing Vegetation: The parcel of real estate to be developed has existing vegetation comprised of tree /grass /weed mix. 2B Location and Name of All Wetlands, Lakes, and Water Courses On and Adjacent to the Site: Elliot Creek flows through the Southern portion of the project. 2C 100 Year Floodplains, Floodway Fringes, and Floodways: None 2D Soils Information: See Sheet C100 for the Soils Map showing th? spits information. 2E Existing and Planned Contour Lines: See Sheets C101 and C102 for existing and proposed contour lines. 2F Location of Specific Points Where Stormwater Discharge WII Leave the Site: Stormwater is collected via an on- site system of inlets, pipes and swoles and conveyed to the proposed retention pond. The storm water outfall for this project is the Elliot Creek. 2G Identify All Receiving Waters: Receiving waters: Elliot Creek, White River 2H Potential Areas Where Stormwater May Enter Groundwater: None 21 Location of Stormwater System: See Sheets C101 and C102 for proposed stormwater system. LAND DISTURBING ACTIVITIES: 3A Location and Approximate Dimensions of all Disturbed Areas: See Sheets C103 and C104 showing the limits of construction. 3B Soil Stockpiles and /or Borrow Areas: Areas to be designated by the developer. EROSION AND SEDIMENT CONTROL MEASURES: 4A Sequence of When Each Measure Will be Implemented: See Sheets 0103 and C104 for Erosion Control Schedule showing installation sequence. 4B Monitoring and Maintenance Guidelines for Each Measure: Schedule showing maintenance schedule. 4C Perimeter Sediment Contra; Measures: See Sheets C103 and C104 for location of perimeter control and Sheet C804 for details and specifications. 4D Temporary Seeding: See Sheets 0103 and C104 for location of temporary seeding and Sheet C804 for details and specifications. 4E Temporary Erosion and Sediment Control Measures: See Sheets C103 and C104 for location of temporary erosion and sediment control measures and Sheet C804 for details and specifications. 4F Permanent Erosion and Sediment Control Measures: See Sheets C103 and C104 for location of permanent erosion and sediment control measures and Sheet C804 for details and specifications. 4G Storm Drain Inlet Protection: See Sheets C103 and c104 for location of storm drain inlet protection and Sheet C804 for details and specifications. 4H Stormwater Outlet Protection: See Sheets C103 and C104 for location of stormwater outlet protection and Sheet C804 for details and specifications. 41 Stable Construction Entrance: See Sheets C103 and c104 for location of construction entrance and Sheet C804 for details and specifications. 4J Erosion and Sediment Control on Individual Building Lots: See sheets C103 and C104 for additional specifications for house builders. 4K Permonent Seeding: See Sheets C103 and C104 for location of permanent seeding and Sheet C804 for details and specifications. See Sheets C103 and C104 for Erosion Control HOLEY HOLEY SAYS "DON'T DIG BLIND 1- 800 -382 -5544 CALL TOLL FREE 1- 800 428 -5200 FOR CALLS OUTSIDE OF INDIANA PER INDIANA STATE LAW IS-69--1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 2 -3" COARSE AGGREGATE GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY 'MPORTANT WHERE WETNESS 15 ANTICIPATED) 24 EROSION CONTROL BY HOUSE BUILDERS A. Temporary and permanent seeded areas established by the developer will be maintained by the home builder and his sub- contractors. Straw bale dams or silt fences previously installed will be maintained. B. A construction drive to the house -site from the street shall be installed of Number 2 Stone, 6" thick and a minimum of 12' wide. This shall be utilized for access to the house and any mud or dirt tracked into the street shall be promptly removed to a stable area (water shall not be used to flush silt or mud to the storm sewer). C. In a particularly persistent erosion condition, silt fencing or other measures may be required by the developer D. When time is appropriate, and as soon as possible, roof down spout extenders of non perforated drain tile should be extended to the street or other solid outlet until o lawn is established. TEMPORARY CONSTRUCTION ENTRANCE DETAIL LATHS SILT FENCE MATERIAL SILT FENCE' EXTENDS 7 6" BELOW FINISHED GRADE NOTE: 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. INLET PROTECTION SILT FENCE EROSION CONTROL SEQUENCING CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES, SILT TRAPS, DIVERSINO SWALES AND INLET PROTECTION FOR EXISTING INLETS PRIOR TO THE START OF ANY EARTH MOVING OR STRIPPING. 2. CONTRACTOR SHALL INSTALL A STONE CONSTRUCTION ENTRANCE OR SOME OTHER DEVISE PRIOR TO THE START OF EARTHWORK AS NECESSARY TO PREVENT SOIL FROM BEING TRACKED OR WASHED INTO EXISTING ROADWAYS. 3. LAND ALTERATIONS WHICH STPIP THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. WHENEVER FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED. AS GRADING IS DONE, INSTALL RUNOFF CONTROL MEASURES AT APPROPRIATE LOCATIONS TO KEEP SEDIMENT CONTAINED ON SITE. 4. ALL DISTURBED AREAS SHALL BE SEEDED AND STRAW MULCHED AS SHOWN ON THE PLANS IMMEDIATELY AFTER COMPLETION OF GROUND ACTIVITY. THIS SEEDING SHOULD BE COMPLETED IN PHASES AS THE DIFFERENT AREAS OF THE SITE ARE COMPLETED. 5. PERMANENT AND FINAL VEGETATION OR STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL UNDER THE CIRCUMSTANCES. 6. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM DEPENDING UPON THE WEATHER. IF CONSTRUCTION ACTIVITY IS TO CEASE FOR MORE THAN TWO WEEKS, THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDED. 7. ALL STORM SEWER INLET PROTECTION DEVICES SHALL BE PUT IN PLACE AT THE TIME EACH INLET IS CONSTRUCTED. 8. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES AND DEVICES DURING CONSTRUCTION AND UNTIL SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR. 9. ONCE ONSITE EROSION AND SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE TEMPORARY EROSION CONTROL DEVICES. 10. THESE GENERAL FROCEDURES MAY NOT COVER ALL SITUATIONS. REFER TO EROSION CONTROL PLANS FOR SPECIFIC NOTES AND ADDITIONAL DETAILS 11. EROSION CONTROL TO COMPLY WITH INDIANA 327 IAC AND RULE #5, AND INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS 12. THE INSPECTOR HAS THE AUTHORITY TO REQUEST ADDITIONAL EROSION CONTROL MEASURES OR AMEND EROSION CONTROL PLANS SUBJECT TO ACTUAL SITE CONDITIONS. BEEHIVE INLET OR DRAINAGE COVER 2 stakes (typ) per bale FLOW staked straw bale compacted soil to prevent piping Plan (n.t.s.) Profile (n.t.s.) BEEHIVE INLET STRAW BALE PROTECTION WEIR ELEV. 890.00 8' (MIN.) bindings for straw bales to be placed parallel to ground bindings to be placed parallel to ground T.B. ELEV. 892.00 OVERFILL 6" FOR SETTLEMENT EARTH EMBANKMENT AND STONE OUTLET SECTION STORAGE 80' x 100' x 3' 5' (MIN.) I SET STAKE AT CLEAN -OUT LEVEL CROSS SECTIONAL VIEW OF THE STONE OUTLET SECTION 892.00 TEMPORARY SEDIMENT BASIIN 5' FLOOD POOL GRAVEL FACE 890.00 12' SECTION "A -A NO SCALE 5' FILTER FABRIC RIP -RAP 6" IN DEPTH 892.00 :52 :52 :2412 :252412:2 :2:2:2; SEDIMENT FILTER DETAIL APRON 5' (MIN.) PROTECTED I I iI I I I 11 11 -11 I -Ill III T AREA I1I 111 111 111 1 I 11 111! II =111';111111111111111 1111111111111 11 1 1 1 1 111 1 ��1 1 l ll l ul l l ti CROSS SECTIONAL VIEW OF A TEMPORARY DIVERSION TEMPORARY DIVERSION SWALE DETENTION OUTFACE DETAIL 2 stakes (typ) per bale 12" RCP W/ END SECTION (10" OUTLET CONTROL) Plan (n.t.s.) Profile (n.t.s.) flow straw bale stake (typ) straw bale 3 6 "undertoe NOTE: GRADE (NEw oR EXIS SILT FENCE Silt Fence shall be a machine produced, non woven geotextile of 100% polypropylene meeting the physical properties below. All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled to stakes over fabric as reinforcement. All silt fence shall be prefabricated by the supplier. No field assembly will be accepted. Fabric Weight 4 oz /syd Grab Strength Warp 125 lbs. Elongation Warp 50 Trapezoidal Tear Strength 50 lbs. Burst Strength 200 psi UV Resistance A.O.S Slurry Flow Rote Sediment Retention Silt Fence Material Fence Post Fence Post Should be Buried 1' Below Ground Surface SEEDED AND STRAW MULCHED SEEDING 300 275 250 225 200 SLOPE 175 LENGTH 150 (FT.) 125 100 75 50 25 0 3 THE BLANKET SHOULD NOT BE STRETCHED BUT ALLOWED TO LAY LOOSELY ON THE SOIL SURFACE TO ACHIEVE MAXIMUM BLANKET TO SOIL CONTACT. 5 IN HIGH VELOCITY CHANNEL APPLICATIONS, CHECK SLOTS SHOULD BE ESTABLISHED EVERY 35 40'. THE SLOTS SHOULD BE 6" WIDE BY 6" DEEP WITH THE BLANKET STAPLED IN THE BOTTOM OF THE SLOT, THEN BACKFILLED AND SEEDED. EROSION CONTROL. MATTING DETAIL START BLANKET AT TOP OF THE SWALE AND ROLL IN THE DIRECTION OF THE WATER FLOW IN THE SWALE. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR CHANNEL PLACEMENT AND STAPLE PA TTERNS. VARIES FOR REAR YARD SWALE SILT FENCE DETAIL N TS GENERAL STAPLE RECOMMENDATIONS 4:1 3:1 2:1 SLOPE GRADIENT STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL AT SLOPE LENGTHS GREATER THAN 300 FEET OR 'HERE DR,INAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED. 1 THE EDGES OF THE BLANKET SHOULD BE BUTTED AGAINST EACH OTHER, THE EDGES OF THE SCC225 SHOULD BE OVEPLAPPED 2 EROSION CONTROL MATTING DETAIL EROSION BLANKET INSTALLATION N -6" MIN. TURN DOWN EROSION CONTROL BLANKET (NORTH AMERICAN GREEN S -75 OR EQUAL) EXISTING GRADE S-75 EROSION CONTROL E BY NORTH AMERICAN GREEN OR APPROVED EQUAL SCALE: NONE GRADE OR EXISTING) 70 50-80 225 gpm /sq. ft 75 Stokes 0 5' 0.C. Ground Surface 1:1 Silt Fence Material Should be Buried 6" Below Ground Surface. CHANNEL LINING ADDITIONAL STAPLES AS REQUIRED WE 10 DE"TH OF FLOW. CHANNEL LIINNGS UTILIZE STAPLE PATTERN "C" W 1H ADDITIONAL STAPLES ON SIDE SLOPES AT PROJECTED WATER UNE. 4 ON LONG SLOPES, 11-€ ENDS OF THE BLANKETS SHOULD BE OVERLAPPED 4 6" IN A "SHWGIE EFFECT'. 6 PREPARATION OF THE SEED BED, INCLUDING APPLICATION OF UI E, FERTILIZER ANDS D S•ICULD BE CONDUCTED AS NORMAL PPIOR 11) INSTALLATION OF BLANKET. Wheat or Rye Oats Annual Ryegrass Non Irrigated* Irrigated 2 ON SLOPE APPLICATIONS, THE TOP OF 1HE BLANKET SAILED BE "SLOTTED IN" ABOVE THE BREAK OF THE SLOPE OR AT A MINIMUM, STAPLED IN PLACE WITH STAPLES C APART ON THE END OF THE BLANKET. Dormant Seeding Species Late summer seeding dates may be extended 5 days if mulch is applied. Increase seeding application by 50 Kind of Seed 1000 Sq. Ft. Acre Remarks Wheat or Rye 3.5 lbs. 2 bu. Cover seed 1" to 1 1/2" deep Spring Oats 2.3 lbs. Annual ryegrass 1 Ib. Not necessary where mulch is applied. Seedbed 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 sq. ft. (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 vegetctive 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. Seeding Select a seed mixture based on projected use of the area (Figure 5 -2), while considering best seeding dates. See Figure 5 -3 this sheet. If toler- ances are a problem, such as salt tolerance of seedings adjacent to streets and highways, see Figure 5 this sheet before final selection. Level and Sloping, Open Areas 1. Tall Fescue 2. Tall Fescue Red Clover 3. Kentucky Bluegrass Creeping Red Fescue Steep Banks and Cuts 4. Tall Fescue 15 Kentu Bluegrass 25 5. Tall Fescue 35 Emerald Crownvetch 10 Lawns and High Maintenance Areas 6. Kentucky Bluegrass Creeping Red Fescue 7. Perennial Ryegrass (Turf Type) 8. Tall Fescue Ranking: 1 Good 2 Medium Not tolerant Temporary Seeding Dates Irrigation needed during this period. To control erosion at times other than in the shaded areas, use mulch. FIGURE 5-3 Temporary Seedings 3 bu. Cover seed 1" deep 40 lbs. Cover seed 1 /4 "deep* Figure 5 -2: Permanent Seed Mixtures Seeding Rate Suitable pH lbs/acre Ibs /1000 sq. ft. FIGURE 5 -4 35 .8 5.5 -8.3 2 1 2 25 .6 5.5 -8.3 1 5 .12 15 .4 5.5 -7.5 2 15 .4 40 40 170 170 4.0 SILT FENCE X x .4 5.8 -7.5 2 .6 .8 5.5 -8.3 2 .25 .9 .9 4.0 10' TYPICAL 5.8 -7.5 2 5.0 -7.5 5.5 -8.3 x x 1 2 1 Preferred 2 Will Tolerate Inoculate with specific Inoculant. TYPICAL TOPSOIL STOCKPILE Dec Site Suitability* well Droughty Drained Wet 2 1 2 Salt Tolerance (to both soil salts spray): T Tolerance MT Medium Tolerance S Slight Tolerance sE G No. 9500028 STATE OF A\'. x P.. !yD I ,S "ONAL c rinN1 DATE THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP. (2003) ‘Ib Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering