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Home My WebLink About030-00 SP Erosion Control.21 I 2 l 3 I 4 5 I 6 + 7 I 8 9 10 i i1 12 i 13 14 i 15 DROP INLET PROTECTION L9kWYi1WALE SILT FENCE -------------- • SUBSOIL TOPSOIL STOCKPILE ® PS STOCKPILE PS AREA TO BE TOPSOILED, SEEDED AND MULCHED Y OWNER AT COMPLETION )F CONSTRUCTION (TYP.). PS HOUSE GARAGE - -SIDE YARD DRAINAGE SWALE II PS Fel ' INDIVIDUAL LOT EROSION CONTROL PLAN LEGEND PROPERTY LINE/ DRAINAGE SWALE SILT FENCE FINISHED DRAINAGE EXISTING DRAINAGE Fe TREE CONSERVATION �- GRAVEL ENTRANCE/ EXIT PAD Y� DROP INLET b� PROTECTION SOIL SALVAGE AND UTILIZATION PS PERMANENT SEEDING 5. CHECK THE SPILLWAY DEPTH PERIODICALLY TO ENSURE A MINIMUM OF 1.5 FT. DEPTH needed during this period. To control FROM THE LOWEST POINT OF THE SETTLED EMBANKMENT TO HIGHEST POINT OF THE erosion at times other than In the shaded areas, SPILLWAY CREST, AND FILL ANY LOW AREAS TO MAINTAIN DESIGN ELEVATION. use mulch. 6. PROMPTLY REPLACE ANY DISPLACED RIPRAP, BEING CAREFUL THAT NO STONES IN THE CONCRETE SIDEWALK SPILLWAY ARE ABOVE DESIGN GRADE. If mulch Is applied. 7. AFTER ALL DISTURBED AREAS HAVE BEEN STABILIZED, REMOVE THE STRUCTURE AND GRADE SEDIMENT, SMOOTH THE SITE TO BLEND WiTH ADJOINING AREAS, AND STABILIZE. (NEW OR EXISTING) EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS NOTES: TES: Kind of Seed 1000 Sq. Ft. Acre Remarks 1. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY ICONTROL MEASURES MUST BE FUNCTIONAL EROSION BELOW THE BLANKET. 1 � /2' deep EXISTING CURB & GUTTER - 2.3 lbs. 3 bu. Cover seed 1' deep IT ADD SOIL, RE -SEED THE AREA AND RE-LAY AND STAPLE THE BLANKET AND BE MAINTAINED THROUGHOUT CONSTRUCTION. STREET r 3. Kentucky Bluegrass 15 2. MAINTAIN POSITIVE DRAINAGE FLOW AWAY FROM THE 5.5-7.5 2 1 Creeping Red Fescue 15 STRUCTURE(S). SAMPLE EROSION/SEDIMENT CONTROL PRACTICE PLAN FOR A TYPICAL M ONE- OR TWO-FAMILY DWELLING UNDER CONSTRUCTION 4. Tail Fescue 15 .4 SCALE: NONE 2 1 2 Kentucky Bluegrass 25 EROSION CONTROL BY HOUSE BUILDERS excavation for field location of seRices. A. Temporary and permanent seeded areas established by the EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS 5.5-8.3 developer will be maintained by the home builder and his sub- Emerold Crownvetdr•• 10 .25 contractors. Straw bale dams or silt fences previously installed SILT FENCE MAINTENANCE REQUIREMENTS Lawns and High Maintenance Areae will be maintained. - B. A construction drive to the house -site from the street shall 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES 2 1 be installed of Number 2 Stone, 6e thick and a minimum of 12' INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. wide. This shall be utilized for access to the house and any 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT 4.0 promptly mud or dirt tracked into the street shall be removed P P Y ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. (Turf Type) to a stable area (water shall not be used to flush Silt or mud 5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE t0 the storm sewer). AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. C. In a particularly persistent erosion condition, silt fencing or TEMPORARY SEDIMENT TRAP MAINTENANCE REQUIREMENTS other measures may be required by the developer 1. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH STORM EVENT AND IMMEDIATELY D. When time is appropriate, and as soon as possible, roof REPAIR ANY EROSION AND PIPING HOLES. down spout extenders of non -perforated drain tile should be 2. REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH. extended to the street or other solid Outlet 3. REPLACE SPILLWAY GRAVEL FACING IF CLOGGED. Festuca rubra 4. INSPECT VEGETATION, AND RE -SEED IF NECESSARY. 1 until a lawn is established. 5. CHECK THE SPILLWAY DEPTH PERIODICALLY TO ENSURE A MINIMUM OF 1.5 FT. DEPTH needed during this period. To control FROM THE LOWEST POINT OF THE SETTLED EMBANKMENT TO HIGHEST POINT OF THE erosion at times other than In the shaded areas, SPILLWAY CREST, AND FILL ANY LOW AREAS TO MAINTAIN DESIGN ELEVATION. use mulch. 6. PROMPTLY REPLACE ANY DISPLACED RIPRAP, BEING CAREFUL THAT NO STONES IN THE Late summer seeding dates may be extended 5 days SPILLWAY ARE ABOVE DESIGN GRADE. If mulch Is applied. 7. AFTER ALL DISTURBED AREAS HAVE BEEN STABILIZED, REMOVE THE STRUCTURE AND GRADE SEDIMENT, SMOOTH THE SITE TO BLEND WiTH ADJOINING AREAS, AND STABILIZE. (NEW OR EXISTING) EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS Temporary Seed(ngs Kind of Seed 1000 Sq. Ft. Acre Remarks 1. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY - 3.5 lbs. 2 bu. Cover seed 1' to EROSION BELOW THE BLANKET. 1 � /2' deep 2. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING - 2.3 lbs. 3 bu. Cover seed 1' deep IT ADD SOIL, RE -SEED THE AREA AND RE-LAY AND STAPLE THE BLANKET 1 Ib. 40 lbs. Cover seed 1/4" deep* VARIES GRADE (NEW OR EXISTING) 3.25' 3.25' _► I _MAk i E - I I1�;E1h I � _III -I I ��f PX 3• - I I -III -I i � � � 3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PMODICALLY. SEEDED AND STRAW MULCHED TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS 1. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE 11=1I i-75 EROSION CONTROL III- -I i lI BLANKET AS MANU. BY -1 II II I I- NORTH AMERICAN GREEN OR APPROVED EQUAL 2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL EROSION CONTROL MATTING DETAI L 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 F 0 R REAR YARD SWALE CONVEYED INTO A SEDIMENT TRAP OR BASIN. 5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. SCALE: NONE EROSION AND SEDIMENT CONTROL PLAN SUMMARY AND "RULE 5" DATA PROJECT: Lakes at Hazel Dell (Section 3) NATURE & PURPOSE: 15 lot residential subdivision ACREAGE: 5.47 ACRES - - (Ratio = 2.76 Lots per Acre) ESTIMATED START: JANUARY 2000 ESTIMATED COMPLETION OF SITE DEVELOPMENT: DECEMBER 2000 ESTIMATED COMPLETION OF HOME CONSTRUCTION: DECEMBER 2004 FLOODPLAINS, FLOODWAY FRINGES, FLOODWAYS: NONE LAKES, STREAMS, CHANNELS, DITCHES, WETLANDS, etc.: NONE EXISTING SOIL TYPES & DESCRIPTION (refer to drainage report for soils map): Sleeth Loam Westland Silty Cloyloom Ockley Silt Loam RECEIVING WATERS: MOFFIT DRAIN & MITCHENER DITCH POTENTIAL AREAS WHERE STORMWATER MAY ENTER GROUNDWATER: NONE EXISTING LAND CONDITIONS: SEE NOTE ADJACENT LAND USE: North - Future Residential (The Overture) South - Northwood Hills & American Ag East - Plum Creek Development West - Waterstone Development CONTACT PERSON: Bob Krohngold ZARING HOMES, INC. 11300 Cornell Park Drive, Suite 300 Cincinnati, OH. 45242 (513) 489-8849 SITE SPECIFIC SEQUENCE AND ADDITIONAL NOTES: The perimeter swales should be constructed and stabilized as early as practical to prevent run-off from leaving the site or clean off-site water from washing through the site. 15 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SCALE: NONE Temporary Seeding Dates Wheat or Rye Oats Annual Ryegrose Non -Irrigated* Irrigated Dormant Seeding" Permanent • Not necessary where mulch is applied SEEDBED PREPARATION REQUIREMENTS Seedbed Preparation Apply Ilrms to role* the off to the level needed for species being seeded Tpl 23 pounds of 12-12-12 ondyM fsr 11 (or equivalent) per 1000 sq. it �.ppro,drmowy 1000 pounds per acre) or fertllze according to test. Application of 150 lbs, of ammonium nitrate on areas low n organic matter and ferUlty wile greatly enhance vegetative growth. Work the ferUlzer and lime Into the soil to a depth of 2-3 nches 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), wale ooneiderY.g beet seedkp dates. See Figure 5-3 this sheet If toler- once$ are a Problem, such as salt tolerance of seedngs od)ocent to streets and high rays, see Figure 5-4 this sheet before find vection. Figure 5-2 Permanent Seed Mixtures needed during this period. To control ■Irrigation erosion at times other than In the shaded areas, Site Sultobllty use mulch. • Late summer seeding dates may be extended 5 days (317) 776-5531 If mulch Is applied. •• Increase seeding application by 50X. Level and gaping. Open Areca FIGURE 5-3 ESTABLISHED SUFFICIENTLY. Temporary Seed(ngs Kind of Seed 1000 Sq. Ft. Acre Remarks Wheat or Rye - 3.5 lbs. 2 bu. Cover seed 1' to - 1 � /2' deep Spring Oats - 2.3 lbs. 3 bu. Cover seed 1' deep Annual Ryegross 1 Ib. 40 lbs. Cover seed 1/4" deep* • Not necessary where mulch is applied SEEDBED PREPARATION REQUIREMENTS Seedbed Preparation Apply Ilrms to role* the off to the level needed for species being seeded Tpl 23 pounds of 12-12-12 ondyM fsr 11 (or equivalent) per 1000 sq. it �.ppro,drmowy 1000 pounds per acre) or fertllze according to test. Application of 150 lbs, of ammonium nitrate on areas low n organic matter and ferUlty wile greatly enhance vegetative growth. Work the ferUlzer and lime Into the soil to a depth of 2-3 nches 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), wale ooneiderY.g beet seedkp dates. See Figure 5-3 this sheet If toler- once$ are a Problem, such as salt tolerance of seedngs od)ocent to streets and high rays, see Figure 5-4 this sheet before find vection. Figure 5-2 Permanent Seed Mixtures Spec- Seeding Rate Suitable pH Site Sultobllty be/ocre Ibe/1000 well (317) 776-5531 sq. ft. SHOWN ON THIS PLAN UNTIL A FINAL VEGETATIVE Droughty Drained Wet Level and gaping. Open Areca IiCLLAYIG APPLICATION OF UK ESTABLISHED SUFFICIENTLY. - 1. Toll Fescue 35 .8 5.5-8.3 2 1 2 2. Toll Fescue 25 .5 5.5-8.3 1 Red Clover•• 5 .12 CARMEL, IN 46032 r 3. Kentucky Bluegrass 15 .4 5.5-7.5 2 1 Creeping Red Fescue 15 .4 1 OV1C SQUARE �^ 12 Steep Banks and Cuts M (317) 571-2442 - 4. Tail Fescue 15 .4 5.8-7.5 2 1 2 Kentucky Bluegrass 25 .8 excavation for field location of seRices. Ground Surface 5. Tail Fescue 35 A 5.5-8.3 2 1 Emerold Crownvetdr•• 10 .25 Lawns and High Maintenance Areae - S. Kentucky Bluegrass 40 .g 5.8-7.5 2 1 0,Wng Red Fescue 40 .g 11 7. PerennialRyegrose 170 4.0 5.0-7.5 1 (Turf Type) Should & Tall Fescue 170 4.0 5.5-&3 2 1 2 • 1 - Preferred 2 - W11 Tolerate '• inoculate with specific Inoculants. Ranking: Salt Tolerance (to both soil salts do spray): 1 Good T = Tolerance 2 Medium MT = Medium Tolerance - Not tolerant S = Slight Tolerance FIGURE 5-4 3 SILT FENCE Silt Fence shall be a machine produced geotextile of 100 % Polypropylene. The fabric shall be of woven construction, designed specifically to filter water and control soil migration. Wooden stakes will also be supplied. They will be 1.25" x 1.25" x 48" and sharpened to a pencil point. (To retard splitting) The stakes will be attached, to the fabric, at both ends and also be attached approximately every 6 feet in between. The fabric also conforms to the following physical properties: \ FabricWeight........................................................... 3 oz/syd Flow GrabStrength.......................................................... Warp 150 lbs. 3:1 Elongation............................................................ Warp 20 % M� Trap Tear Strength ................................................. 65 lbs. Burst Strength......................................................... 350 psi UV Resistance.......................................................... > 70 E.O.S......................................................................... 40 Slurry Flow Rate ...................................................... 3 gal./min./sq. ft Sediment Retention ................................................. 75 PHYSICAL SPECIFICATIONS FLOW Length.......................................................100 yards Height.......................................................37 inches 20' TOP LIMIT OF TEMPORARY SUMP/SWALE GRADE z CENTERLINE OF SWALE r �X h a BOTTOM LIMIT OF TEMPORARY SUMP PLAN 10' TO LAKE BERM OR OUTFALL LOCATION n FLOW 3:1 i7 �- MAX. SWALE GRADE 20' - FLOW LLL ---► T Weight .......................................................26 lbs 'TEMPORARY SUMP GRADE Fence Post Fence Post Should be Buried 1' Below Ground Surface ELECTRIC PROFILE 0411 LONG SLOPES, THE ENS CF THE P.O. BOX 1700 NOTE: A. TEMPORARY SILTATION SUMPS SHALL BE USED IN ALL AREAS AS (317) 776-5531 6 SHOWN ON THIS PLAN UNTIL A FINAL VEGETATIVE COVER HAS Silt Fence Material IiCLLAYIG APPLICATION OF UK ESTABLISHED SUFFICIENTLY. FERTLIM AiI) SEED %aU BE CONDUCTED AS NORMAL INDIANAPOLIS, IN 46220 PRIOR Tb (317) 252-4265 iNSTAL1AT0 OF BLNNET. CABLE TV STREETS B. SOILS CONDITION ---it MAINTAINED I CARMEL, IN 46032 r (317) 848-4726 a WATER $ alt Salt Tolerance CARMEL CITY UTILITIES 1 OV1C SQUARE �^ 12 CARMEL, IN 46032 M (317) 571-2442 14, EVENT BY THE SITE CONTRACTOR. 1-800-382-5544 OUTSirjE INDIANA 1-800-428-5200 The size and location of utilities are per plans and locationsprovided b the respective utility companies. All utility companies shall be notified prior to any excavation for field location of seRices. Ground Surface Wet Dry Iii _ TEMPORARY SILTATION SUMP FOR Gen. Soil Spray 11 SCALE: Silt Fence Material Should be Buried 6" Below Ground Creeping Red Fescue Surface. SI LT FENCE DETAIL Festuca rubra 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 Ryegross 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 7-10 18 5-10 S S Trifolium pratense Ranking: Salt Tolerance (to both soil salts do spray): 1 Good T = Tolerance 2 Medium MT = Medium Tolerance - Not tolerant S = Slight Tolerance FIGURE 5-4 3 SILT FENCE Silt Fence shall be a machine produced geotextile of 100 % Polypropylene. The fabric shall be of woven construction, designed specifically to filter water and control soil migration. Wooden stakes will also be supplied. They will be 1.25" x 1.25" x 48" and sharpened to a pencil point. (To retard splitting) The stakes will be attached, to the fabric, at both ends and also be attached approximately every 6 feet in between. The fabric also conforms to the following physical properties: \ FabricWeight........................................................... 3 oz/syd Flow GrabStrength.......................................................... Warp 150 lbs. 3:1 Elongation............................................................ Warp 20 % M� Trap Tear Strength ................................................. 65 lbs. Burst Strength......................................................... 350 psi UV Resistance.......................................................... > 70 E.O.S......................................................................... 40 Slurry Flow Rate ...................................................... 3 gal./min./sq. ft Sediment Retention ................................................. 75 PHYSICAL SPECIFICATIONS FLOW Length.......................................................100 yards Height.......................................................37 inches 20' TOP LIMIT OF TEMPORARY SUMP/SWALE GRADE z CENTERLINE OF SWALE r �X h a BOTTOM LIMIT OF TEMPORARY SUMP PLAN 10' TO LAKE BERM OR OUTFALL LOCATION n FLOW 3:1 i7 �- MAX. SWALE GRADE 20' - FLOW LLL ---► T Weight .......................................................26 lbs 'TEMPORARY SUMP GRADE Fence Post Fence Post Should be Buried 1' Below Ground Surface SCALE: NONE NOTE: START BLANKET AT TOP OF THE SWALE AND ROLL IN THE DIRECTION OF THE WATER FLOW IN THE SWALE. REFER TO MANUFACTURE'S RECOMMENDATIONS FOR CHANNEL PLACEMENT AND STAPLE PATTERNS. A B C 3' 1 1/2'I_ 3' 1 1 /2' 3' V N N :�.. X 1 STAPLE PER SQ YO. 1-1/2 STAPLE PER'X YD. 2 STAPLES PER SO. YD. G040M STAPLE RECOMMOCAT06 ADDITIONAL STARES AS 300 :.. ...... REQUIR D M TO DEPTH GF FLOW. 275 ::::::::: 225 B,. 200 ........::::......:::: SLOPE 17S ::: C :::::...•::::::::::: LENGTH 150 C :::: (FT.) 125 B.'.:i:i:::i::::i.... .:...... ® x 100 75 A........ X 50 25 B CHANNEL LUNGS UWE STAPLE PATTERN 'C' ... . 01 k 1 3:1 21 1:1 a in AWT01AL STAPLES ON SDE &DPEES AT SLAPE GRADIENT PR0.ECiFD WATER LIE. STAPLE PATTERNS APPLY TO ALL NORTH AIERICAX EIMM CONTROL LLAWETS. STAPLE PATTERNS YAY VARY DEPENDING UPON SOL T1PE AND AYERAGE ANNUAL RAINFALL AT SLOPE LENGTHS GREATER THAN 300 FEET OR VAX DRAINAGE OYER LARGE AREAS IS DI ECM ONTO THE RAN(ETS, STAPLE PATTERN 'C SHOULD BE UTL®, THE EDGE OF THE BIANET SHOULD ON SLOPE APPL1CATM 1W TCP CF BE BUTTED AGAINST EACH OTHER, THE THE EA ANO:T SHOLID BE 'SLATTED IN' EDGES OF THE SC= Sia U BE AWW TW aXM OF THE SLOPE OR AT Y. A W111 81, STARED IN PLACE " STAPLES IN APART ON THE EN) OF THE THE BLANKET SHOULD NOT BE ST ETC3IED BUT ALLOMID TO LAY LOOSELY ON THE SOIL SURFACE TO ACINEVE MAV" BLANKET TO SOL CONTACT. ELECTRIC PROFILE 0411 LONG SLOPES, THE ENS CF THE P.O. BOX 1700 NOTE: A. TEMPORARY SILTATION SUMPS SHALL BE USED IN ALL AREAS AS (317) 776-5531 6 SHOWN ON THIS PLAN UNTIL A FINAL VEGETATIVE COVER HAS Silt Fence Material IiCLLAYIG APPLICATION OF UK ESTABLISHED SUFFICIENTLY. FERTLIM AiI) SEED %aU BE CONDUCTED AS NORMAL INDIANAPOLIS, IN 46220 PRIOR Tb (317) 252-4265 iNSTAL1AT0 OF BLNNET. CABLE TV STREETS B. TEMPORARY SILTATION SUMPS TO BE CLEANED AND MAINTAINED 1 CIVIC SQUARE CARMEL, IN 46032 CARMEL, IN 46032 (317) 848-4726 6' WATER SANITARY SEWER PERIODICALLY DURING DRY PERIODS AND AFTER EACH RAINFALL CARMEL CITY UTILITIES 1 OV1C SQUARE 1 CIVIC SQUARE CARMEL, IN 46032 (MAX.) (317) 571-2442 (317) 571-2442 EVENT BY THE SITE CONTRACTOR. 1-800-382-5544 OUTSirjE INDIANA 1-800-428-5200 The size and location of utilities are per plans and locationsprovided b the respective utility companies. All utility companies shall be notified prior to any excavation for field location of seRices. Ground Surface - TEMPORARY SILTATION SUMP FOR SWALES DETAIL --WONE SCALE: Silt Fence Material Should be Buried 6" Below Ground Surface. SI LT FENCE DETAIL SCALE: NONE NOTE: START BLANKET AT TOP OF THE SWALE AND ROLL IN THE DIRECTION OF THE WATER FLOW IN THE SWALE. REFER TO MANUFACTURE'S RECOMMENDATIONS FOR CHANNEL PLACEMENT AND STAPLE PATTERNS. A B C 3' 1 1/2'I_ 3' 1 1 /2' 3' V N N :�.. X 1 STAPLE PER SQ YO. 1-1/2 STAPLE PER'X YD. 2 STAPLES PER SO. YD. G040M STAPLE RECOMMOCAT06 ADDITIONAL STARES AS 300 :.. ...... REQUIR D M TO DEPTH GF FLOW. 275 ::::::::: 225 B,. 200 ........::::......:::: SLOPE 17S ::: C :::::...•::::::::::: LENGTH 150 C :::: (FT.) 125 B.'.:i:i:::i::::i.... .:...... ® x 100 75 A........ X 50 25 B CHANNEL LUNGS UWE STAPLE PATTERN 'C' ... . 01 k 1 3:1 21 1:1 a in AWT01AL STAPLES ON SDE &DPEES AT SLAPE GRADIENT PR0.ECiFD WATER LIE. STAPLE PATTERNS APPLY TO ALL NORTH AIERICAX EIMM CONTROL LLAWETS. STAPLE PATTERNS YAY VARY DEPENDING UPON SOL T1PE AND AYERAGE ANNUAL RAINFALL AT SLOPE LENGTHS GREATER THAN 300 FEET OR VAX DRAINAGE OYER LARGE AREAS IS DI ECM ONTO THE RAN(ETS, STAPLE PATTERN 'C SHOULD BE UTL®, THE EDGE OF THE BIANET SHOULD ON SLOPE APPL1CATM 1W TCP CF BE BUTTED AGAINST EACH OTHER, THE THE EA ANO:T SHOLID BE 'SLATTED IN' EDGES OF THE SC= Sia U BE AWW TW aXM OF THE SLOPE OR AT Y. A W111 81, STARED IN PLACE " STAPLES IN APART ON THE EN) OF THE THE BLANKET SHOULD NOT BE ST ETC3IED BUT ALLOMID TO LAY LOOSELY ON THE SOIL SURFACE TO ACINEVE MAV" BLANKET TO SOL CONTACT. IN HIGH MWTY CHANNEL APKUTICI6, � OW SLOTS SHOULD BE ESTABU90 e� EVERY 35 - 4a. TIE SATS 9NDUD BE r WDE BY I' DEEP WTH THE RMV STAPLED H THE 80TU OF THE SLOT, THEN BACKFII D AIN) �. EROSION BLANKET INSTALLATION UTILITIES GAS ELECTRIC INDIANA GAS COMPANY 0411 LONG SLOPES, THE ENS CF THE P.O. BOX 1700 BLANIT S 9DULD BE OVERLAPPED NOBLESVILLE, IN 46060 4 - r IN A "9111CLE ETFWr. (317) 776-5531 6 TELEPHONE PREPARATION OF THE SEED BED, AMERITECH IiCLLAYIG APPLICATION OF UK ai.' FERTLIM AiI) SEED %aU BE CONDUCTED AS NORMAL INDIANAPOLIS, IN 46220 PRIOR Tb (317) 252-4265 iNSTAL1AT0 OF BLNNET. IN HIGH MWTY CHANNEL APKUTICI6, � OW SLOTS SHOULD BE ESTABU90 e� EVERY 35 - 4a. TIE SATS 9NDUD BE r WDE BY I' DEEP WTH THE RMV STAPLED H THE 80TU OF THE SLOT, THEN BACKFII D AIN) �. EROSION BLANKET INSTALLATION UTILITIES GAS ELECTRIC INDIANA GAS COMPANY INDIANAPOLIS POWER do LIGHT P.O. BOX 1700 25 MONUMENT CIRCLE NOBLESVILLE, IN 46060 INDIANAPOLIS, IN 46206 (317) 776-5531 (317) 261-5264 TELEPHONE STORM SEWER AMERITECH CARMEL CITY ENGINEER 5858 NORTH COLLEGE AVENUE 1 CIVIC SQUARE INDIANAPOLIS, IN 46220 CARMEL, IN 46032 (317) 252-4265 (317) 571-2441 CABLE TV STREETS JONES INTERCABLE CARMEL CITY ENGINEER 516 EAST CARMEL DRIVE 1 CIVIC SQUARE CARMEL, IN 46032 CARMEL, IN 46032 (317) 848-4726 (317) 571-2441 WATER SANITARY SEWER CARMEL CITY UTILITIES CARMEL CITY UTILITIES 1 OV1C SQUARE 1 CIVIC SQUARE CARMEL, IN 46032 CARMEL, IN 46032 (317) 571-2442 (317) 571-2442 UTILITY HOTLINE: WITHIN INDIANA 1-800-382-5544 OUTSirjE INDIANA 1-800-428-5200 The size and location of utilities are per plans and locationsprovided b the respective utility companies. All utility companies shall be notified prior to any excavation for field location of seRices. CROSSBARS /- BEEHIVE INLET OR II / DRAINAGE COVER 24" W LATHS SILT FENCE MATERIAL- SILT FENCE EXTENDS 6 BELOW FINISHED GRADE �Wi NOTE. 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. INLET PROTECTION- -SILT FENCE CRU3IUIN UUIN I FOUL HINU Zit_UUr_NU 1. CONTRACTOR SHALL INSTALL ALL REQUIRED FENCES, SILT TRAPS, TREE PROTECTION AN( PROTECTION FOR EXISTING INLETS PRIOR TO START OF ANY EARTH MOVING OR STRIPPIN 2. CONTRACTOR SHALL INSTALL A STONE CONE ENTRANCE OR SOME OTHER DEVICE PRIOR 1 START OF EARTHWORK AS NECESSARY TO F SOIL FROM BEING TRACKED OR WASHED INT ROADWAYS. 3. LAND ALTERATIONS WHICH STRIP THE LAND VEGETATION, INCLUDING REGRADING, SHALL IN A WAY THAT WILL MINIMIZE EROSION. Wl FEASIBLE, NATURAL VEGETATION SHALL BE AND PROTECTED. AS GRADING 1S DONE, IN TRAPS, SILT FENCES, SLOPE DRAINS, TEMPC DIVERSIONS AND OTHER RUNOFF CONTROL K AT APPROPRIATE LOCATIONS TO KEEP SEDI� CONTAINED ON SITE. 4. ALL DISTURBED AREAS SHALL BEE SEEDED i MULCHED AS SHOWN ON THE PLANS IMMEDI AFTER COMPLETION OF GROUND ACTIVITY. PROJECTS, THIS SEEDING SHOULD BE COMPL PHASES AS THE DIFFERENT AREAS OF THE COMPLETED. 5. THE DURATION OF TIME WHICH AN AREA REF EXPOSED SHALL BE KEPT TO A PRACTICAL DEPENDING UPON THE WEATHER. IF CONSTI ACTIVITY IS TO CEASE FOR MORE THAN TWC THE DISTURBED AREAS SHALL BE TEMPORAF 6. ALL STORM SEWER INLET PROTECTION DEVICE BE PUT IN PLACE AT THE TIME EACH INLET CONSTRUCTED. 7. CONTRACTOR SHALL MAINTAIN EROSION CON' MEASURES AND DEVICES DURING CONSTRUC• UNTiL SILTATION OF THE STREETS AND STOF WILL NO LONGER OCCUR. 8. ONCE ONSITE EROSION AND SILTATION OF TI - AND STORM SEWERS WILL NO LONGER OCCU CONTRACTOR SHALL REMOVE AND DISPOSE TEMPORARY EROSION CONTROL DEVICES. 9. THESE GENERAL PROCEDURES MAY NOT COV SITUATIONS. REFER TO EROSION CONTROL 1 SPECIFIC NOTES AND ADDITIONAL DETAILS. Revisions •�� No. Fa• 9800085 �'•. STATE OF i , / .. DIAN .G��. CERTIFIED BY � "rZ,,ll�l49 THIS DRAMING AND THE IDEAS, DESIGNS AND CONCEPTS CONTANEI HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEII CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE 0 PART, WTHOUT THE WTTEN CONSENT OF THE SCHNODER CORPORAT 1999, The Schneider Corporation rr he Schneider Corporation -r 3020 North Post Road Engineering Indianapolis, Indiana Surveying 46226-6518 Landscape 317-898-8282 GIS e LIS 317-899-8010 Fax Geology Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gib; ZARING HOMES THE LAKES AT HAZEL DELL, SEC. 7 CARMEL, INDIANA EROSION CONTROL DETAILS Date Project No. Drawn Apl 12/03/99 1442.002 DCC Computer Files Sheet No. J:\1442\001\DWGS\SEC-3\C103.DWG