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Home My WebLink About72-01 C801 Erosion Control DetailsEROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS STRAW BALE DAM MAINTENANCE REQUIREMENTS 1. INSPECT STRAW BALE DAMS AFTER EACH STORM EVENT AND PROMPTLY REMOVE ANY SEDIMENT DEPOSITS TO ENSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN, TAKING CARE NOT TO UNDERMINE THE ENTRENCHED BALES. 2. INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION ACTIVITIES AND REPAIR IMMEDIATELY. 3. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL STRAW BALES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE IT. SILT FENCE MAINTENANCE REQUIREMENTS 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. 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. 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. AFTER 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 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. HOLEY MOLEY SAYS "DON'T DIG BLIND" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE 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. EROSION & SEDIMENT CONTROL INFORMATION PROJECT INFORMATION: 1A Project Location Map: See Sheet C100 for the location map. 113 Narrative: This project consists of the construction of Townhouse development containing 8 buildings, consisting of 41 units. 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, C102 and C103 for proposed and existing improvements. 1D Lot and /or Building Locations: See Sheet C101, C102 and C103 for Building locations. 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: Wetland Area between Buildings 6 & 8. 2C 100 Year Floodplains, Floodway Fringes, and Floodways: No FEMA depicted Floodplains or Floodways. 2D Soils Information: See Sheet C100 for the Soils Map showing the soils information. 2E Existing and Planned Contour Lines: See Sheets C104, C105 and C106 for existing contour lines and proposed grading. 2F Location of Specific Points Where Stormwater Discharge Will Leave the Site: Stormwater is collected Via an on- site system of,inlets, pipes and swales and conveyed to existing storm sewer systems along Autumn Drive and City Center Drive. 213 Identify All 'Receiving Waters: Receiving waters: Carmel Creek 2H Potential Areas Where Stormwater May Enter Groundwater. None 21 Location of'Stormwater System: See Sheet C104, C105 and C106 for proposed stormwater system. LAND DISTURBING ACTIVITIES: 3A Location and Approximate Dimensions of all Disturbed Areas: See Sheets C107, C108 and C109 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 Sheet C801 for Erosion Control Schedule showing installation sequence. 4B Monitoring and Maintenance Guidelines for Each Measure: See Sheet C801 for Erosion Control Schedule showing maintenance schedule. 4C Perimeter Sediment Control Measures: See Sheet C107, C108 and C109 for location of perimeter control and Sheet C801 for details and specifications. 40 Temporary Seeding: Not Applicable. 4E Temporary Erosion and Sediment Control Measures: See Sheet C107, C108 and C109 for location of temporary erosion and sediment control measures and Sheet C801 for details and specifications. 4F Permanent Erosion and Sediment Control Measures: See Sheet C107, C108 and C109 for location of permanent erosion' and sediment control measures and Sheet C801 for details and specifications. 4G Storm Drain Inlet Protection: See Sheet C107, C108 and C109 for location of storm drain inlet protection and Sheet C801 for details and specifications. 4H Storm water' outlet Protection: See Sheet C107, C108 and C109 for location of stormwoter outlet protection and Sheet C801 for details and specifications. 41 Stable Construction Entrance: See Sheet C107, C108 and C109 for location of construction entrance and Sheet C801 for details and specifications. 4J Erosion and Sediment Control on Individual Building Lots: Not Applicable. 4K Permanent Seeding: See Sheet C107, C108 and C109 for location of permanent seeding and Sheet C801 for details and specifications. I 0 0 CU (o 0 LT i ti 0 c L 3 0 v / 3 -o ti O O LO OT CD m m NOTE: EROSION CONTROL SCI- IEDULE EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE 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, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND 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, AFTER STORM EVEN IS AND AS NEEDED AFTER FINISH GRADING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED SEED SOD & LANDSCAPE AROUND WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS UNITS FINISHED THE DURATION OF TIME WHICH AN AREA REMAINS Spring Oats REMOVAL OF STRAW BALES 7F A AFTER ALL. AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N A AFTER ALL AR REMOVAL OF SILT FENCE N/A AFTER ALL AR � /-1111 ° ° °. °' o° °•o°°• i - -IU -- PUBLIC ROAD 1111 - / _ °• °'o• °- °' ° ° °•° ° 50' (MIN) EROSION CONTROL . ° °o.o°o.o°o.o °o. °- °• °- - MATTING DETAIL o o EAS DRAINING TO THESE AREAS ARE STABILIZED EAS DRAINING 10 THESE AREAS ARE STABILIZED SLOPE LENGTH �1 3 4.1 3:1 2:1 1:1 CHANNEL. WITH WATESTAPLES I ON SIDE SLOPES AT SEEDING fir SLOPE GRADIENT LINING / IIII REQUIRED DUE TO DEPTH OF FLOW. ® x X CHANNEL LININGS UTILIZE STAPLE PATTERN •C• - _ STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN /-- rr EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY =IIll 6 MIN. TURN DOWN DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE III EROSION CONTROL BLANKET DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN -C- SHOULD BE UTILIZED. (NORTH AMERICAN GREEN S -75 OR EQUAL) EXISTING GRADE 1 2 .. e;• ° o. o s o, o e o, o e o, o e o, o• o, o e ° ee ;• . ° °° °° .o °O.6" (MIN) °o°0. o o. ° °' 12' (MIN) 2 stakes (typ) 2 " -3" COARSE AGGREGATE ° Per bale GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCTION START BLANKET AT TOP OF THE SWALE AND ROLL IN THE DIRECTION OF THE WATER FLOW IN THE SWALE. REFER TO MANUFACT'URER'S RECOMMENDATIONS FOR CHANNEL PLACEMENT AND STAPLE PATTERNS. GRADE - (NEW R EXISTING) I ENTRANCE DETAIL GRADE `(NEW R EXISTING) -I I -I - - I' --_ I I -' S -75 EROSION CONTROL STRAW MULCHED--/ I I =I Ij I I_I NORTH EAM RICAN GREEN R APPROVED EQUAL EROSION CONTROL MATTING DETAIL FOR REAR YARD SWALE SCALE: NONE CROSSBARS BEEHIVE INLET OR DRAINAGE COVER bindings to be placed parallel to ground flow -straw bale Plan (n.t.s.) Profile (n.t.s.) - stake (typ) -straw bale 3 " -6 "undertoe SEDIMENT FILTER DETAIL - -, -./ -------- Irrigation needed during this period. To control TRAPS, SILT FENCES, AND OTHER RUNOFF CONTROL m 24 2 stakes (typ) Apply lime to raise the pH to the level needed for species being use mulch. SEDIMENT CONTAINED ON SITE. per bale LL::i N: \3K \3696 \001 \DWGS \C801.DWG 1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to if mulch is applied. ALL DISTURBED AREAS SHALL BE SEEDED AND STRAW ** tL W LATHS MULCHED AS SHOWN ON THE PLANS IMMEDIATELY matter and fertility will greatly enhance vegetative growth. FIGURE 5 -3 �\ - 00 00110 R .... flow SILT FENCE MATERIAL ��- SILT FENCE EXTENDS 0 0 ❑0110 0000❑❑ EROSION CONTROL DEVICES SHALL BE INSTALLED AS 6" BELOW FINISHED GRADE • . ❑ ❑ ❑ ❑ u 1 1/2" deep THE DURATION OF TIME WHICH AN AREA REMAINS Spring Oats 2.3 lbs. 3 bu. Cover seed 1" deep NOTE: - - - - - - - - - - - EROSION CONTROL AND SEQUENCING 1. SEE SILT FENCE DETAIL 1 lb. 40 Ibs. Cover seed 1/4 "deep* 1 CONTRACTOR SHALL INSTALL ALL REQUIRED SILT ances are a problem, such as salt tolerance of seedings adjacent to streets FOR MATERIAL SPECIFICATIONS. FENCES, SILT TRAPS, TREE PROTECTION AND INLET d ' n . . 2. SILT FENCE SHALL BE ao 7 straw bale PREASSEMBLED BY SUPPLIER. 2 CONTRACTOR SHALL INSTALL A STONE CONSTRUCTION Figure 5 -2: Permanent Seed Mixtures INLET PROTECTION - SILT FEN CE ENTRANCE OR SOME OTHER DEVICE PRIOR TO THE Plan 8 START OF EARTHWORK AS NECESSARY TO PREVENT Species Seeding Rate Suitable pH Site Suitability* (n.t.s.) SOIL FROM BEING TRACKED OR WASHED INTO EXISTING lbs/acre lbs/1000 well staked ROADWAYS. ry 3 straw bale sq. ft. Droughty Drained Wet VEGETATION, INCLUDING REGRADING, SHALL BE DONE - 9 bindings for straw bales Level and Sloping, Open Areas FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED to be placed parallel compacted soil 1. Tall Fescue 35 .8 5.5 -8.3 2 1 2 to ground TEMPORARY EROSION CONTROL DEVICES. to prevent piping 10 THESE GENERAL PROCEDURES MAY NOT COVER ALL 6- HIGH, 12- WIDE GEOTECTILE FABRIC FILLED SITUATIONS. REFER TO EROSION CONTROL PLANS FOR Red Clover ** 5 .12 3NW FENCE FABRIC OR APPROVED EQUAL) SPECIFIC NOTES AND ADDITIONAL DETAILS. d 11 ONE FOOT OVERLAP Creeping Red Fescue 15 .4 IAC AND RULE #5, AND INDIANA HANDBOOK FOR ONTO THE CURB IV a ° Steep Banks and Cuts RUN OFF CURB INLET CURB INLET SEDIMENT BARRIER NO SCALE Profile (n. t. s.) BEEHIVE INLET STRAW BALE PROTECTION 3 THE MANKET 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. THE EDGES OF THE BLANKET SHOULD BE BUTTED AGAINST EACH OTHER, THE EDGES OF THE SCC225 SHOULD BE OVERLAPPED 2 -. ' ROLL BLANKETS OUT IN DIRECTION OF WATER FLOW. a 7, _ ROLL BLANKETS OUT IN DIRECTION J OF WATER FLOW.. ON SLOPE APPLICATIONS, THE TOP OF THE BLANKET SHOULD BE - SLOTTED IN" ABOVE THE BREAK OF THE SLOPE OR AT A MINIMUM, STAPLED IN PLACE WITH STAPLES 6' APART ON THE END OF THE BLANKET. - ....::: 4 ON LONG SLOPES, THE ENDS OF THE BLANKETS SHOULD BE OVERLAPPED 4 - 6' IN A 'SHINGLE EFFECT'. PREPARATION OF THE SEED BED, INCLUDING APPLICATION OF LIME, FERTILIZER AND SEED SHOULD BE CONDUCTED AS NORMAL PRIOR TO INSTALLATION OF BLANKET. EROSION BLANKET INSTALLATION SILT FENCE TO TIE uiTn rAnT,i nnnr SILT FENCE TO TIE uiTn rAnTll c•, nnr INLET PROTECTION END SECTION DETAIL 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 ........................... ............................... > 70 % A.O. S .......................................... ............................... 50-80 Slurry Flow Rate ....................... ............................... 225 gpm /sq. ft Sediment Retention .................. ............................... 75 % Silt Fence Matr -'-' Fence Post Fence Post Should be Buried 1' Below Ground Surface Stakes 0 5' O.C. Ground Surface Ice Material Should be Buried 6" Below Ground Surface. SILT FENCE DETAIL NTS Temporary Seeding Dates Jan Feb Mar Apr I May I Jun I Jul Aug I Sep Oct I INov Dec 1 Wheat or Rye Oats Annual Ryegrass Permanent Seeding Non - Irrigated* Irrigated Dormant Seeding ** Seedbed Preparation Irrigation needed during this period. To control TRAPS, SILT FENCES, AND OTHER RUNOFF CONTROL m erosion at times other than in the shaded areas, MEASURES AT APPROPRIATE LOCATIONS TO KEEP Apply lime to raise the pH to the level needed for species being use mulch. SEDIMENT CONTAINED ON SITE. * Late summer seeding dates may be extended 5 days N: \3K \3696 \001 \DWGS \C801.DWG 1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to if mulch is applied. ALL DISTURBED AREAS SHALL BE SEEDED AND STRAW ** Increase seeding application by 50 %. MULCHED AS SHOWN ON THE PLANS IMMEDIATELY matter and fertility will greatly enhance vegetative growth. FIGURE 5 -3 AFTER COMPLETION OF GROUND ACTIVITY. - Temporary Seedings - PERMANENT AND FINAL VEGETATION OR STRUCTURAL Kind of Seed 1000 Sq. Ft. Acre Remarks EROSION CONTROL DEVICES SHALL BE INSTALLED AS Wheat or Rye 3.5 lbs. 2 bu. Cover seed 1" to SOON AS PRACTICAL UNDER THE CIRCUMSTANCES. u 1 1/2" deep THE DURATION OF TIME WHICH AN AREA REMAINS Spring Oats 2.3 lbs. 3 bu. Cover seed 1" deep EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM - - - - - - - - - - - EROSION CONTROL AND SEQUENCING Annual ryegrass 1 lb. 40 Ibs. Cover seed 1/4 "deep* 1 CONTRACTOR SHALL INSTALL ALL REQUIRED SILT ances are a problem, such as salt tolerance of seedings adjacent to streets Salt FENCES, SILT TRAPS, TREE PROTECTION AND INLET * Not necessary where mulch is applied. PROTECTION FOR EXISTING INLETS PRIOR TO THE ao 7 START OF ANY EARTH MOVING OR STRIPPING. = o 2 CONTRACTOR SHALL INSTALL A STONE CONSTRUCTION Figure 5 -2: Permanent Seed Mixtures ENTRANCE OR SOME OTHER DEVICE PRIOR TO THE °o 8 START OF EARTHWORK AS NECESSARY TO PREVENT Species Seeding Rate Suitable pH Site Suitability* 00 SOIL FROM BEING TRACKED OR WASHED INTO EXISTING lbs/acre lbs/1000 well Wet ROADWAYS. ry 3 LAND ALTERATIONS WHICH STRIP THE LAND OF sq. ft. Droughty Drained Wet VEGETATION, INCLUDING REGRADING, SHALL BE DONE - 9 IN A WAY THAT WILL MINIMIZE EROSION. WHENEVER Level and Sloping, Open Areas FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED. AS GRADING IS DONE, INSTALL SILT Seedbed Preparation PROJECT NO.: TRAPS, SILT FENCES, AND OTHER RUNOFF CONTROL m DRAWN BY: MEASURES AT APPROPRIATE LOCATIONS TO KEEP Apply lime to raise the pH to the level needed for species being SEDIMENT CONTAINED ON SITE. seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent) per ww N: \3K \3696 \001 \DWGS \C801.DWG 1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to 4 ALL DISTURBED AREAS SHALL BE SEEDED AND STRAW test. Application of 150 lbs. of ammonium nitrate on areas low in organic MULCHED AS SHOWN ON THE PLANS IMMEDIATELY matter and fertility will greatly enhance vegetative growth. AFTER COMPLETION OF GROUND ACTIVITY. 5 PERMANENT AND FINAL VEGETATION OR STRUCTURAL Work the fertilizer and lime into the soil to a depth of 2 -3 inches c N EROSION CONTROL DEVICES SHALL BE INSTALLED AS with a harrow, disk or rake operated across the slope as much as possible. SOON AS PRACTICAL UNDER THE CIRCUMSTANCES. u 6 THE DURATION OF TIME WHICH AN AREA REMAINS Seeding SOIL EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM Select a seed mixture based on projected use of the area (Figure 5 -2), a o DEPENDING UPON THE WEATHER. IF CONSTRCTION while considering best seeding dates. See Figure 5 -3 this sheet. If toler- .moo. o ACTIVITY IS TO CEASE FOR MORE THAN TWO WEEKS, ances are a problem, such as salt tolerance of seedings adjacent to streets Salt THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDED. and highways, see Figure 5 -4 this sheet before final selection. o o �' ao 7 ALL STORM SEWER INLET PROTECTION DEVICES SHALL = o v• BE PUT IN PLACE AT THE TIME EACH INLET IS Figure 5 -2: Permanent Seed Mixtures CONSTRUCTED. °o 8 CONTRACTOR SHALL MAINTAIN EROSION CONTROL Species Seeding Rate Suitable pH Site Suitability* 00 MEASURES AND DEVICES DURING CONSTRUCTION AND lbs/acre lbs/1000 well Wet UNTIL SILTATION OF THE STREETS AND STORM SEWERS ry Gen. WILL No LONGER OCCUR. sq. ft. Droughty Drained Wet - 9 ONCE ONSITE EROSION AND SILTATION OF THE STREETS Level and Sloping, Open Areas AND STORM SEWERS WILL NO LONGER OCCUR, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE 1. Tall Fescue 35 .8 5.5 -8.3 2 1 2 TEMPORARY EROSION CONTROL DEVICES. 10 THESE GENERAL PROCEDURES MAY NOT COVER ALL 2. Tall Fescue 25 .6 5.5 -8.3 1 SITUATIONS. REFER TO EROSION CONTROL PLANS FOR Red Clover ** 5 .12 SPECIFIC NOTES AND ADDITIONAL DETAILS. 3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1 11 EROSION CONTROL TO COMPLY WITH INDIANA 327 Creeping Red Fescue 15 .4 IAC AND RULE #5, AND INDIANA HANDBOOK FOR - Festuca rubro EROSION CONTROL IN DEVELOPING AREAS. Steep Banks and Cuts 12 THE CITY ENGINEER HAS THE AUTHORITY TO REQUEST 1 1 ADDITIONAL EROSION CONTROL MEASURES OR AMEND 4. Tall Fescue 15 5.8 -7.5 2 1 2 20 -25 EROSION CONTROL PLANS SUBJECT TO ACTUAL SITE .4 CONDITIONS. Kentucky Bluegrass 25 .6 Kentucky Bluegrass 2 5. Tall Fescue 35 .8 5.5 -8.3 2 1 2 1 Emerald Crownvetch ** 10 .25 1 Med. Lawns and High Maintenance Areas 25 -35 12 -18 6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 1 Creeping Red Fescue 40 .9 Poo pratinsis 7. Perennial Ryegrass 170 4.0 5.0 -7.5 1 (Turf Type) 8. Tall Fescue 170 4.0 5.5 -8.3 2 1 2 * 1 - Preferred 2 - Will Tolerate ** Inoculate with specific Inoculant. Ranking: Salt Tolerance (to both soil salts & spray): 1 Good T Tolerance 2 Medium MT Medium Tolerance - Not tolerant S Slight Tolerance FIGURE 5 -4 z 0 5 w \\ \\\\�V V V V\ 111111 I I I 1 111 I I I p l l Z ZZi/ // .�C \�H LISTER No. 9800085 `•. STATE OF :• NN 1///z /fill 1111111�V THIS DRAWING AND 1 E DE S, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE NTELLECTUAL PROPERTY Or THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. IL © COPYRIGHTED BY THE SCHNEIDER CORP. (2001) 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 PROJECT NO.: 5/31/01 m DRAWN BY: CHECKED BY: DCC SHEET TITLE: EROSION CONTROL DETAILS ww N: \3K \3696 \001 \DWGS \C801.DWG SHEET NO.: a� c N w z u Q� 'rZ, SOIL o o\ a o w O i"n .moo. o � u o Salt z COFT NDITION o o �' ao = W W = o v• mp� Tolerance to °o °o e�im z co x 00 ou z x EE w F Wet ry Gen. Soil Spray Creeping Red Fescue Festuca rubro 2 1 2 1 1 1 Med. 1 20 -25 12 -18 7 -21 S Kentucky Bluegrass 2 1 2 1 1 1 Med. 1 25 -35 12 -18 10 -20 Poo pratinsis MT Tall Fescue 2 1 1 1 1 1 Low 1 24 -35 24 -36 5 -14 Festuca L orundinacea T Perennial ryegrass 2 1 2 - 1 2 Med 2 15 -20 12 -18 5 -10 MT Lolium perenne High Crownvetch - 1 1 2 - - Low 1 5 -10 24 14 -21 T Coronilla varia Red Clover - 1 - 2 - - Med 1 17-10 18 5 -10 S S Trifolium protense Ranking: Salt Tolerance (to both soil salts & spray): 1 Good T Tolerance 2 Medium MT Medium Tolerance - Not tolerant S Slight Tolerance FIGURE 5 -4 z 0 5 w \\ \\\\�V V V V\ 111111 I I I 1 111 I I I p l l Z ZZi/ // .�C \�H LISTER No. 9800085 `•. STATE OF :• NN 1///z /fill 1111111�V THIS DRAWING AND 1 E DE S, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE NTELLECTUAL PROPERTY Or THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. IL © COPYRIGHTED BY THE SCHNEIDER CORP. (2001) 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 DATE: PROJECT NO.: 5/31/01 3696.001 DRAWN BY: CHECKED BY: DCC SHEET TITLE: EROSION CONTROL DETAILS ww N: \3K \3696 \001 \DWGS \C801.DWG SHEET NO.: a� � w z Q� 'rZ, O O w O Q � = z W DATE: PROJECT NO.: 5/31/01 3696.001 DRAWN BY: CHECKED BY: DCC SHEET TITLE: EROSION CONTROL DETAILS DRAWING FILES: N: \3K \3696 \001 \DWGS \C801.DWG SHEET NO.: