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Home My WebLink About06010026.11Seedbed 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 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. 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 -4 this sheet before final selection. Mulch Rate Mulch is to be applied at 2,000 to 3,000 pounds per acre in areas not covered by erosion control blanketing. Mulch must be anchored using a mulch anchoring tool or farm disk with dull, serrated, straight set blades, or bulldozer cleats driven up and down slope. Figure 5 -2: Permanent Seed Mixtures Species Seeding Rate Suitable pH Site Suitability* Ibs /acre Ibs /1000 well sq. ft. Droughty Drained Wet Level and Sloping, Open Areas 1. Tall Fescue 35 .8 5.5 -8.3 2 1 2 2. Toll 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 Steep Banks and Cuts 4. Tall Fescue 15 .4 5.8 -7.5 2 1 2 Kentucky Bluegrass 25 .6 5. Tail Fescue 35 .8 5.5 -8.3 2 1 Emerald Crownvetch ** 10 .25 Lawns and High 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 2 1 2 * 1 - Preferred 2 - Will Tolerate ** Inoculate with specific Inoculant. Temporary Seeding Dates MHOMME =MEMO Wheat or Rye Oats Annual Ryegrass Permanent Seeding Do Non - Irrigated* Irrigated Dormant Seeding ** Annual ryegrass 1 Ib. 40 tbs. Cover seed 1 /4 "deep* * Not necessary where mulch is applied. SLOPE LENGTH (FT.) ::: •• KtWK.0 VVL IV verin u tUre. C :i:(::ii::ic:i :i: ii c :r ?: : : : : : : : : :...... C .'. B .'. :: ....... ® X A : ' ::::::: ::::::::: x A 8..:': g :: ; : :; : : :: CHANNEL LININGS UTILIZE STAPLE PATTERN 'C• 4:1 3:1 2:1 1:1 CHANNEL WITH ADDITIONAL STAPLES ON WE SLOPES AT SLOPE GRADIENT LINING PROJECTED WATER LINE STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY DEPEIMG IRON SOIL TYPE AND AVERAGE ANNUAL RAINFALL AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN 'C' SHOULD BE UTILIZED. THE EDGES OF THE BLANKET SHOULD BE BUTTED AGAINST EAOH OTHER, THE EDGES OF THE SCC225 SHOULD BE OVRLAPM 2". THE BLANKET SHOULD NOT BE p STRETCHED BUT ALLOWED TO LAY j LOOSELY ON THE SOIL SURFACE TO ACHIEVE MAXIMUM BLANKET TO SOL CONTACT. ' ROLL "KM OUT IN DIRECTON OF WATER FLOW. T he-� ROLL BLANKETS : OUT IN DIRECTION OF WATER FLOW.. 1 2 ON SLOPE APPLICATIONS, THE TOP OF THE BLANKET SHOULD BE *SLOTTED IN" ABOVE THE BREAK OF THE SLOPE OR AT A MINWUM, STAPLED IN PUCE WITH STAPLES 6' APART ON THE END OF THE BLANKET. �1 3 f u � 15" MIN. TURN DOWN p, EROSION CONTROL BLANKET (NORTH AMERICAN GREEN - It S -75 OR EQUAL) EXISTING GRADE I f f EROSION CONTROL MATTING DETAIL 2 stakes (typ) per bale bindings to be 4 ON LONG SLOPES, THE ENDS OF THE placed parallel BLANKETS SHOULD BE OVERLAPPM to ground 4 - 6• IN A 'SHINGLE EFTECr. PREPARATION OF THE SEED BED, INCLUDING APPLICATION OF LIME, FERTIUIFR AND SEED SHOULD BE CONDUCTED AS NORMAL PRIOR TO INSTALLATION OF BLANKET. 5 IN PGH VELOCITY CHANNEL APPLICATIONS, CHrCK SLOTS SHOULD BE ESTABLISHED >° EVERY 35 - 4. THE SLOTS SHOULD BE 6' WDE BY 6' DEEP WITH THE BLANKET STAPLED IN THE BOTTOM OF THE SLOT. THEN BACKFIifD AND SEEDED. EROSION BLANKET INSTALLATION EROSION CONTROL MEASURE Irrigation needed during this period. To control to polypropylene meeting the physical properties below. erosion at times other than in the shaded areas, All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled use mulch. * Late summer seeding dates may be extended 5 days No field assembly if mulch is applied. ** Increase seeding application by 50 %. 4 oz /syd FIGURE 5 -3 Warp 125 Ibs. Temporary Seedings Kind of Seed 1000 Sq. Ft. Acre Remarks Wheat or Rye 3.5 Ibs. 2 bu. Cover seed 1" to 200 psi 1 1/2" deep Spring Oats 2.3 Ibs. 3 bu. Cover seed 1" deep Annual ryegrass 1 Ib. 40 tbs. Cover seed 1 /4 "deep* * Not necessary where mulch is applied. SLOPE LENGTH (FT.) ::: •• KtWK.0 VVL IV verin u tUre. C :i:(::ii::ic:i :i: ii c :r ?: : : : : : : : : :...... C .'. B .'. :: ....... ® X A : ' ::::::: ::::::::: x A 8..:': g :: ; : :; : : :: CHANNEL LININGS UTILIZE STAPLE PATTERN 'C• 4:1 3:1 2:1 1:1 CHANNEL WITH ADDITIONAL STAPLES ON WE SLOPES AT SLOPE GRADIENT LINING PROJECTED WATER LINE STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY DEPEIMG IRON SOIL TYPE AND AVERAGE ANNUAL RAINFALL AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN 'C' SHOULD BE UTILIZED. THE EDGES OF THE BLANKET SHOULD BE BUTTED AGAINST EAOH OTHER, THE EDGES OF THE SCC225 SHOULD BE OVRLAPM 2". THE BLANKET SHOULD NOT BE p STRETCHED BUT ALLOWED TO LAY j LOOSELY ON THE SOIL SURFACE TO ACHIEVE MAXIMUM BLANKET TO SOL CONTACT. ' ROLL "KM OUT IN DIRECTON OF WATER FLOW. T he-� ROLL BLANKETS : OUT IN DIRECTION OF WATER FLOW.. 1 2 ON SLOPE APPLICATIONS, THE TOP OF THE BLANKET SHOULD BE *SLOTTED IN" ABOVE THE BREAK OF THE SLOPE OR AT A MINWUM, STAPLED IN PUCE WITH STAPLES 6' APART ON THE END OF THE BLANKET. �1 3 f u � 15" MIN. TURN DOWN p, EROSION CONTROL BLANKET (NORTH AMERICAN GREEN - It S -75 OR EQUAL) EXISTING GRADE I f f EROSION CONTROL MATTING DETAIL 2 stakes (typ) per bale bindings to be 4 ON LONG SLOPES, THE ENDS OF THE placed parallel BLANKETS SHOULD BE OVERLAPPM to ground 4 - 6• IN A 'SHINGLE EFTECr. PREPARATION OF THE SEED BED, INCLUDING APPLICATION OF LIME, FERTIUIFR AND SEED SHOULD BE CONDUCTED AS NORMAL PRIOR TO INSTALLATION OF BLANKET. 5 IN PGH VELOCITY CHANNEL APPLICATIONS, CHrCK SLOTS SHOULD BE ESTABLISHED >° EVERY 35 - 4. THE SLOTS SHOULD BE 6' WDE BY 6' DEEP WITH THE BLANKET STAPLED IN THE BOTTOM OF THE SLOT. THEN BACKFIifD AND SEEDED. EROSION BLANKET INSTALLATION 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 SILT FENCE EROSION CONTROL MEASURE Silt Fence shall be a machine produced, non -woven to polypropylene meeting the physical properties below. AS NEEDED All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled to stakes over fabric as reinforcement. PRIOR TO CLEARING AND GRADING All silt fence shall be Drefabricated by the supplier. No field assembly will be accepted. TREE PROTECTION Fabric Weight ............................ ............................... 4 oz /syd Grab Strength ........................... ............................... Warp 125 Ibs. Elongation................................. ............................... Warp 50 Trapezoidal Tear Strength ........ ............................... 50 Ibs. Burst Strength .......................... ............................... 200 psi UV Resistance ........................... ............................... > 70 % A. 0. S .......................................... ............................... 50-80 Slurry Flow Rate ....................... ............................... 225 gpm /sq. ft Sediment Retention .................. ............................... 75 % WEEKLY AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING SOIL 0 $� v WATER AS NEEDED "w FINISHED UNITS H Salt N A CONDITION „ �M ao REMOVAL OF SILT FENCE N/A LAFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED �° Tolerance v, r°• Z03-0 t- z � = M � = z w HE-- Wet or Dry Gen. Soil Spray to 0J O Creeping Red Fescue Festuca rubra 2 1 2 1 1 1 Med. 1 20 -25 12 -18 7 -21 S Kentucky Bluegrass 2 1 1 2 1 1 1 Med. 1 25 -35 12 -18 10 -20 MT Poo pratinsis Tall Fescue 2 1 1 1 1 1 Low 1 24 -35 24 -36 5 -14 T Festuca L arundinacea 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 Coronillo varia Red Clover - 1 - 2 1 - - I Med. 1 7 -10 18 1 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 SILT FENCE EROSION CONTROL MEASURE Silt Fence shall be a machine produced, non -woven geotextile of 100% polypropylene meeting the physical properties below. AS NEEDED All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled to stakes over fabric as reinforcement. PRIOR TO CLEARING AND GRADING All silt fence shall be Drefabricated by the supplier. No field assembly will be accepted. TREE PROTECTION Fabric Weight ............................ ............................... 4 oz /syd Grab Strength ........................... ............................... Warp 125 Ibs. Elongation................................. ............................... Warp 50 Trapezoidal Tear Strength ........ ............................... 50 Ibs. Burst Strength .......................... ............................... 200 psi UV Resistance ........................... ............................... > 70 % A. 0. S .......................................... ............................... 50-80 Slurry Flow Rate ....................... ............................... 225 gpm /sq. ft Sediment Retention .................. ............................... 75 % Silt Fence Mati Fence Post Fence Post Should be Buried 1' Below Ground Surface /-Stakes @ 5' O.C. Ground Surface Ice Material Should be Buried 6" Below Ground Surface. SILT FENCE DETAIL N TS flow straw bale Zy, Plan (n. s. - stake (typ) bale .3 " -6 "undertoe Profile (n. t. s.) SEDIMENT FILTER DETAIL CROSSBARS BEEHIVE INLET OR DRAINAGE COVER 6" HIGH, 12" WIDE GEOTECTILE FABRIC FILLED WITH No. 2 STONE. (FABRIC -NUTEC 3NW SILT FENCE FABRIC OR APPROVED EQ O ° OF RUN SILT FENCE MATERIA SILT FENCE EXTENDS 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 10' 5' TOP OF BANK 869.0 COMPACTED - SUB -GRADE (TYP.) POLYFELT TS650 OR- EQUAL UNDER STONE EROSION 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 SEDIMENT TRAP 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 FINISHED UNITS H 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 LAFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED * - SEE CHART FOR MAINTENANCE REQUIREMENTS % r PAVED AREA INLET PAVED AREA INLET SEDIMENT BARRIER NO SCALE 6' HIGH, 12' WIDE GEOTEC11LE FABRIC FILLED WITH No.2 STONE. (FABRIC -NUTEC 3NW SILT FENCE FABRIC OR APPROVED EQUAL) ONE FOOT OVERLAP ONTO THE CURB 5' 6" RIP RAP ONE FOOT THICK STONE FACE OF No 5 STONE 2:1 SLOPE -� X2:1 SLOPE ` SUB -GRADE SECTION A- A 10' A 6" RIP -RAP WITH �No. 5 STONE FACE �- STONE sw 1�iij,i� '--' � I�' • • 10' 5 TOP OF BANK V*1�3:1 SLOPES (MAX.) `-- SUB -GRADE -0- A SEDIMENT TRAP OUTLET DETAIL •• • o •. O • . o.a• ' O ° • � °e0p '. ° •o 0• O • 0 0• e ° ,• . O O0 0 . • o •e • 0o• \ e •, • • Oa0 pO e• 0o.;•0 e •0p Oo • • ` ° •,°• o 0° 00 oO O .• o• 0o=0••• .0O° ° Oo 0 o • ° ;,•• °• ° o0 o° ao° o o : o°• •o •°.•' •e 0° 000 ° aOo pe O • e ° e °;°, ,.e;p• a° Oo°o 000 0 o p p e 0 .ee�. =o•o• ° • 0 00O0 ° 0 Ooo ° ° , •• ' • O o 0 • 0.e • • 0pa o l ° °n ,• 0000O 0 0 0 PUBLIC ROAD ° 50' o ( O 0M o , I° N o ) °• 0 0 oa O0p° a• ppO. p 0• pp.• 0° e 0a0 e0,00 O• o° O•0°0•0,0•0°oo0°o 0,O00 0p e • °° . ° 0OpO 0 .• o ° Oo °aO O•o o 0.o. o °0O 0 o 0 ° 0. 5 O • 0.1 0." ° O 0• 0 ° 0° 0 ° •, 0 p0O • o • e ° O 0O ° O • O ° O . O O • O • O 0 O 0 O •O p °°p e °° • • O0 O ° . O00, 0.0°0.0 °e ° pOO 0 •° o 0pO • o ° o . a•o 0.0 0.0 0•o O•o °o•0e0,0oa•oeo•000,000.O• •o.e °o. ° °o o °0.p °0. 0 °0.0 °0• °e '0 o °0 0.0 °0.0 °0.0 °0.0° • °•° ° e0,oa 0,po a•0e 0,00 00 6" (MIN) a °• °ea,O e°, °e 0.0 0 °0.0 °0• 0 e.• °o• o• 20' (MIN) 2 " -3" COARSE • °`' AGGREGATE GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCTION ENTRANCE DETAIL EROSION AND SEDIMENT CONTROL PLAN SUMMARY AND "RULE 5" DATA Project: CMC Properties Business Park Nature and Purpose: Commercial Park Estimated Start: January 1, 2002 Estimated Completion of Site Development: May 2002 Floodplains, Floodway Fringes, Floodways: None Lakes, Streams, Channels, Ditches, Wetlands, etc.: None Existing Soil Types & Description (refer to sheet C100 for soils mop): Crosby Silt Loam, 0 to 3 percent slopes Shoals silt loom Receiving Waters: Williams Creek Potential Areas Where Stormwater May Enter Groundwater: None known Existing Vegetation: The site is covered with grass & weeds. Contact Person: Gregory E. Land CMC Properties, Inc. 10925 Reed Hartman Highway, Suite 200 Cincinnati, OH 45242 (513) 984 -3030 Adjacent Land Use: North - Commercial South - Commercial East - Commerical West - Commercial Site Specific Sequence and Additional Notes: The swoles should be constructed and stabilized as early as practical to prevent run -off from leaving the site. Erosion control for existing outlet structures must be maintained. Blanket installation to be done as soon as slopes ore constructed. EROSION 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. Z 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, TEMPORARY SEDIMENT TRAP MAINTENANCE REQUIREMENTS 1. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH STORM EVENT AND IMMEDIATELY REPAIR ANY EROSION AND PIPING HOLES. Z 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 THE SPILLWAY DEPTH PERIODICALLY TO ENSURE A MINIMUM OF 1.5 FT. DEPTH FROM THE LOWEST 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. AFTER 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. Z 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. 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. Z 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. vi z 0 V) S W 01§0\1 011R L L T u ► u u , ,O ....... Te No. PE19500260 �'.. STATE OF O '.'n •'.AND .... DATE: ( ?1Z THIS DRAWING AND THE I EAS. DES! SAND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE HNTELLECTUAL 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 Indionopolis, 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 DATE: PROJECT No.: 09/03/02 3357.003 C\2 'd- C\2 CHECKED BY: CWD JCZ SHEET TITLE: In �L- DETAILS DRAWLING FILES: S: \3k \3357 \003 \dwgs \C801.dwg XREF: S: \3k \3357 \003 \dw9s \Tit1e1.dwg O '✓ 1 W E,, 4 co f:4 v N W A w z � o U 1 O f..1 cd H .b a� to 0J O DATE: PROJECT No.: 09/03/02 3357.003 DRAWN BY: CHECKED BY: CWD JCZ SHEET TITLE: EROSION CONTROL DETAILS DRAWLING FILES: S: \3k \3357 \003 \dwgs \C801.dwg XREF: S: \3k \3357 \003 \dw9s \Tit1e1.dwg SHEET NO.: