Loading...
HomeMy WebLinkAbout95- 01 Hazel Dell Corner Lot 4 Secondary Plat pg. FEROSION CONTROL SCHEDULE 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 TEMPORARY DIVERSIONS WEEKLY. AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH GRADING TEMPORARY SEEDING WATER AS NEEDED AFTER 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. AFTER STORM EVENTS 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 1 Med. REMOVAL OF STRAW BALES N/A AFTER 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 DATE: 06/15/01 SOIL CONDITION J I Emidwart 'i �Aeswi 1 buipOsu SAW �wN h+ Salt Tolerance Wet 4ornr Dry Gen. Solt Spray Creeping Red Fescue Festuco rubs 2 1 2 1 1 1 Med. 1 20 -25 12 -18 7 -21 S Kentucky Bluegrass Poo pratinsis 2 1 2 1 1 1 Med. 1 25 -35 12 -18 10-20 MT Tali Fescue Festuco L arundinacea 2 1 1 1 1 1 Low 1 24 -35 24 -36 5 -14 T Perennial ryegrass Latium perenne 2 1 2- 1 2 2 15 -20 12 -18 5 MT Crownvetch Coconino varia 1 1 2 Low 1 5 -10 24 14 -21 T T Red Clover Trifolium pratense 1 2 Ned 1 1 7 -10 18 5-10 S S DATE: 06/15/01 PROJECT NO.: 904.005 DRAM BY DTR CHECKED BY: SHEET TITLE: EROSION CONTROL DETAILS DRAWING FILES: R:\904\005\DWGSV104 SHEET NO.: C1.04 Seedbed Preparation Apply lime to raise the pH to the level needed for species bein seeded Apply 23 pounds of 12 -12 -12 analysis fertlIzer (or equivalent per 1000 sq. ft. (approximately 1000 pounds per acre) or fertilize accor g to test. Application of 150 lbs. of ammonium nitrate on areas low in organic matter and fertility veil greatly enhance vegetative growth. Work the fertilizer and lime into the soil to a depth of 2 -3 inches with o harrow. disk or rake operated across the slops as much as possible. Seeding Select o seed mixture based on projected use of the area (Figure 5-2). while considering but seeding dates. See ffe 5-3 this sheet. If toler- ances are a problem. such as sdt tolerance of seedings adjacent to streets and highways. see Figure 5-4 this sheet before find selection. Mulch Rate Mulch Is to be applied of 2.000 to 3.000 pounds per acre in areas not covered by erosion control blanketing. Mulch must be anchored using mulch anchoring tool or farm disk with dun. serrated. straight set blades. or bulldozer dents driven up and down slope. species Level and Sloping. Open Areas ONONIIMI Steep Banks and Cuts 4. Toll Fescue 15 Kentucky Bluegrass 25 5. Tall Fescue 35 Emerdd rrownvstch•• 10 .25 Figure 5-2: Permanent Seed Mixtures Seeding Rote Suitable pH Site SultabUit• lbs/acre lbs/1000 wall sq. ft. Droughty Drained Wet 1. Tag Fescue 35 .8 5.5 -8.3 2 1 2 2. Tall Fescue 25 6 5.5 -8.3 1 Red Clover** 5 .12 3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1 Creeping Red Fescue 15 .4 .4 5.8 -7.5 2 1 2 .6 .8 5.5 -8.3 2 1 Lawns and High Maintenance Areas 6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 1 Creeping Red Fescue 40 .9 7. Perennial Ryegross 170 4.0 5.0 -7.5 1 (Turf Type) 8. Tail Fescue 170 4.0 5.5 -8.3 2 1 2 1 Preferred 2 WM Tolerate inoculate with specific Inoculont. Wheat or Rye Oats Annual Ryegrass Non Irrigated• Irrigated Dormant Seeding** iMMeat or Rye Spring Oats Temporary Seeding Dates o 1111111 111 111 IIIIIIIIIIIIIIIIII 111E111 IIIIIIIIIII 111 111 111 1111111 IIIIII 1111111 Irrigation needed during this period To control erosion at times other than to the shaded areas. use mulch. Late summer seeding dates may be extended 5 days if mulch is applied increase seeding application by 50%. FIGURE 5 -3 Temporary Seeding, Kind of Seed 1000 Sq. Ft. Acre Remarks 3.5 lbs. 2 bu. Cover seed 1 to 1 1/2 deep 2.3 lbs. 3 bu. Cover seed 1 deep Annual ryegrass 1 lo. 40 lbs. Cover seed 1 /4 Not necessary where mulch is applied. Ranking: 2 Medium Not tolerant 0. .11•• O. Oe O. 0. 0 e •0 O•o .000.0400.0•0.4,•,.•00.0 •0.0 0.0 0•o 0•o 0.s'0.o 0.0 00. 0.0 0.0 0.0 O.0 0.0 0 0.O 0 0.0 00 00.0•0.000.000.6 •0 0 0 0 0 0 0 0 0 o 0•o 0.0 0 0.0 0 0.0 0 0 0 0 0 0 0 0 0 0.0 0. 0;. •o •e•o •e e 0 0.0 0.0 PUBLIC ROAD 0•0.0.0.0,0 0.0 0.0 0•0 0 .0 .0 0.0 o •0 0.o 0.0 0 0 0.0.0 •o•o.0.O.o 1 •0 •0 •0 .0 •O •0 .0 O.O O.O O•O O•• 0. 0 s0. 0 .0 .0 .0 .0 0.0 0.6 0.0 0.0 0.0 0. 0 0 0 0 •0 •0 •o •0 •0 o•0 o•. 0 .•o o•. 0 0.0 •0 0.0 •0 0.0 0 0 0• O 00 O •0.• O 0 0 O O 0 000 0• o• 0 o o P 6" (MIN) 2 -3" COARSE AGGREGATE GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCTION ENTRANCE DETAIL FIGURE 5 -4 Salt Tolerance (to both soil silts spray): T Tolerance MT Medium Tolerance S Slight Tderonce 50' (MIN) 12' (MIN) 2 stakes (typ) per bale staked straw bale compacted soil to prevent piping WIRE ASH CURB INLET 12' Plan (n.t.s.) Profile (n.t.s.) BEEHIVE INLET STRAW BALE PROTECTION flow t7� straw bale bindings for straw bales to be placed parallel to ground REQUIREMENTS: CONTRIBUTING DRAINAGE AREA: 1 ACRE MAXIMUM. CAPACITY: RUNOFF FROM A 2 -YR. FREQUENCY, 24 HR. DURATION STORM EVENT ENTERING THE STORM DRAIN WITHOUT BYPASS FLOW. LOCATION: AT CURB INLETS WHERE PONDING IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE. GRAVEL: 1 -2 IN. DIAMETER (INDOT CA No. 2). WIRE MESH: CHICKEN WIRE OR HARDWARE CLOTH WITH 1/2 IN. OPENINGS. GEOTEXTILE FABRIC (OPTIONAL): FOR FILTRATION. INSTALLATION: 1. INSTALL GRAVEL CURB INLET PROTECTION AS SOON AS THE STREETS ARE PAVED IN A NEW DEVELOPMENT SITUATION OR BEFORE LAND DISTURBING ACTIVITIES IN STABILIZED AREAS. 2. PLACE WIRE MESH OVER THE CURB INLET OPENINGS AND /OR GRATE SO IT EXTENDS AT LEAST 12 IN. BEYOND BOTH TOP AND BOTTOM OF THE OPENING /GRATE. 3. INSTALL GEOTEXTILE FABRIC OVER THE WIRE MESH FOR ADDITIONAL FILTRATION (OPTIONAL). 4. P111 GRAVEL OVER THE WIRE MESH TO ANCHOR IT AGAINST THE CURB, COVERING THE INLET OPENING COMPLETELY. GRAVEL FILTER ALTERED WATER SEDIMENT LADEN RUN -OFF WATER SEDIMENT MAINTENANCE: AFTER EACH STORM EVENT, REMOVE SEDIMENT AND REPLACE THE GRAVEL; REPLACE THE GEOTEXTILE FILTER FABRIC IF USED. PERIODICALLY REMOVE SEDIMENT AND TRACKED -ON SOIL FROM THE STREET (BUT NOT BY FLUSHING WITH WATER) TO REDUCE THE SEDIMENT LOAD ON THE CURB INLET PRACTICE. 5 INSPECT PERIODICALLY, AND REPAIR DAMAGE CAUSED BY VEHICLES. 5 WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE GRAVEL, WIRE MESH, GEOTEXTILE FABRIC, AND ANY SEDIMENT AND DISPOSED OF THEM PROPERLY. COMMON CONCERNS: SEDIMENT NOT REMOVED FROM ROADWAY AND GRAVEL AND FABRIC NOT REPLACED FOLLOWING A STORM EVENT- RESULTS IN INCREASED SEDIMENT TRACKING, TRAFFIC HAZARD, AND EXCESSIVE PONDING. DRAINAGE AREA TOO LARGE CAUSES SEDIMENT OVERLOAD AT THE INLET AND /OR BY -PASS FLOW. SLOPE TOO STEEP RESULTS IN BYPASS FLOW AND /OR DISLODGEMENT OF THE GRAVEL, AND HARDWARE CLOTH; CONSIDER REPLACING WITH OR USING IN COMBINATION WITH A SANDBAG CURB INLET PROTECTION (PRACTICE 3.64) GRAVEL CURB INLET PROTEC11ON SEE CHART FOR MAINTENANCE REQUIREMENTS EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS STRAW BALE DAM MAINTENANCE REQUIREMENTS 1. INSPECT STRAW BALE DAMS AFTER EACH STORY EVENT AND PROMPTLY REMOVE ANY SEDIMENT DEPOSITS TO ENSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN, TAKING CARE NOT TO UNDERMINE TIE ENTRENCHED BALES. 2. INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION ACTIVES AND REPAIR IMMEDIATELY. 3. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABIUZED, 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. F FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 1 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. TEMPORARY SEDIMENT TRAP MAINTENANCE REQUIREMENTS 1. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH STORM EVENT AND IMMEDIATELY REPAIR ANY EROSION 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 VEGETATION, AND RE SEED IF NECESSARY. 5. CHECK K THE SPILLWAY DEPTH PERIODICALLY TO ENSURE A MINIMUM OF 1.5 FT. DEPTH FROM THE LOWEST POINT OF THE SETTLED EMBANKMENT TO HIGHEST PONT OF THE SPILLWAY CREST, AND FILL ANY LOW AREAS TO MAINTAIN DESIGN ELEVATION. 6. PROMPTLY REPLACE ANY DISPLACED RIPRAP, BEING CAREFUL THAT NO STONES N THE SPILLWAY ARE ABOVE DESIGN GRADE. 7. AFTER ALL DISTURBED AREAS HAVE BEEN STABILIZED, REMOVE THE STRUCTURE AND SEDIMENT, SMOOTH THE SITE TO BLEND EH 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 1EOTEXTILE FABRIC, 1 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. W ANY AREA SHOWS EROSION, PULI. BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL. RE -SEED THE AREA, AND RE -LAY AND STAPLE THE BLANKET. 1 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 1 TOPDRESS WITH CLEAN STONE AS iEEDED. 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SMEEPING. FLUSHING SHOULD ONLY BE USED F THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. 5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. EROSION AND SEDIMENT CONTROL PLAN SUMMARY AND "RULE 5" DATA Project: Hazel Dell Corner Lot 4 Nature and Purpose: Commercial Retail Building Estimated Start: August 1, 2001 Estimated Completion of Site Development: December 1, 2001 Floodplains, Floodway Fringes, Floodwoys: Mitchener Ditch Lakes, Streams, Channels, Ditches, Wetlands, etc.: Mitchener Ditch Existing Soil Types Description (refer to cover sheet for soils map): Shoals sit loam: Deep, somewhat poorly drained soil, moderate permeability Miami silt loam: Deep, well drained soil with moderate permeability Westland Soils: Deep, poorly drained soils with slow permeability Receiving Waters: White River through Mitchener Ditch. Potential Areas Where Stormwater May Enter Groundwater: None known Existing Vegetation: The site currently under construction as part of commercial subdivision. Existing tree row is to be preserved on west boundary. Contact Person: Corby D. Thompson Plum Creek Partners LLC 11911 Lakeside Drive Fishers, IN 46038 (317) 849 -7607 Adjacent Land Use: North Residential South Commercial East Commercial West Residential Site Specific Sequence and Additional Notes: The perimeter males 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. Erosion control at all inlets shall be installed immediately after inlet installation. Silt fence shall be installed prior to the start of earth work. z O W DATE: 4, /AS` 0/ Is DRAWING AND THE IDEAS, s. GNS 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. (2001) Schneider THE SCHNEiDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering d A CD 6 HAZEL DELL CORNER FISHERS, INDIANA