The URL can be used to link to this page

Home My WebLink AboutC4 Erosion ControlTHIS PLAN IS FOR CONCEPTUAL EROSION CONTROL PURPOSES ONLY. DO NOT SCALE, SEE Sl C1 / C3 EX. STANITARv SEWER 200 T.O.C. 825.20'=813.84 SRNN\� 42' RCP EI _ 4of "OF W=813.64 I I SILT DETI I CONSTRUCTION SEE DETAIL I/C7 G 7 1 / 1 ° T I I I NORTH STIRI (IST ST. NW) I � t I II VW1 I N`p J IG SV NANA �111 Ain �L HIM d 1 ) FFE=831 .60B I 9,1 FWARH<WOOD WDA RMP IIII�aI Imo{ 589•D0" 411W ltt SILT FENCE SEE DETAIL 1/C4 I I I I I I I � EA FENCE ALONG TO REMAIN IN 100% VEGETATIVE TABLISHED PROPOSED LEGEND 0 TEMPORARY INLET PROTECTION SEE DETAIL 7/C6 Mello ON= Nei � Mello CONSTRUCTION LIMITS ---- SILT SOCK SEE DETAIL 10/C6 _ SILT FENCE SEE DETAIL 1/C4 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 GRABSTRENGTH......................................................................................WARP 125 LBS. ELONGATION.............................................................................................WA 50% TRAPEZOIDAL TEAR STRENGTH.............................................................................50 LBS. BVRST STRENGTH................................................................................................ZOO PSI UV RESISTANCE...... -.__-.__-.__-.__-.__-.__-.__-.__-.__-.__-.__-._............ > 70% A0. S..................................................................................................................... SLURRY FLOW RATE............................................................................225 GPM/S0. R. SEDIMENT RETENTION................................................................................................75X SILT FENCE DETAIL NOT TO SCALE RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City Of Camel �VT�tQ�NPA� DATE: \ 09/24/19 PERMANENT SEEDING SEE DETAILS 2 & 3/C4 STABILIZED CONSTRUCTION EXIT SEE DETAIL 1/C7 EROSION CONTOL BLANKET SEE DETAIL 4/C4; AND RAIN GARDEN SEE DETAIL ON SHEET L2 SILT FENCE SHALL BE INSTALLED BEFORE EARTH MOVING ACTIVITIES TAKE PLACE AND SHALL REMAIN UNTIL PERMANENT SEEDING HAS TAKEN HOLD CONTRACTOR SHALL INSPECT FENCES DAILY TO INSURE SEDIMENT IS NOT ENTERING WATERWAYS OR SEWERS. WOODEN LATH ALL SILT FENCES ARE TO BE PLACED AT TOE OF SLOPE & PERIMETER OF GRADING AREA ATTACH FILTER FABRIC TO i WIRE FENCE & EXTEND IT INTO TRENCH EXCAVATE 4" X 4" 'N STAPLE WIRE FENCING TRENCH UPSLOPE TO FENCE POSTS ALONG POSTS (BACK FILL & COMP EXCAVATED SOIL INTO T GRADE TRENCH) NOTES I. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. 0011, EX. STORM SEWER 389 T O.C. 827.68' 15" RCP N•819.00' 15" RCP W819.00' Sr. T.O r.o.c. S LU LD 40a LU W z H _1 W Z LD H z Q EX PERSON RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES CONTRACTOR Steven Mood, President SLM Homes, LLC. SLM Remodeling, LLC. PO Box 4102 Carmel, Indiana 46082 Office: 317-846-7709 A B X I2 1 I/ X A NON ROW STAPLES ADJOINING X X NKETS I STAPLE PER SO. YD. I I STAPLES PER SOL YD. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN EROSION CONTROL BIANK 1 . TOLE PATTERNS My VARY DEPENDING UPON CON E S S SOIL TYPE AND AVERAGE ANNUAL RAINFALL. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER URGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN %0 SHOULD BE UTILIZED. STAPLE PATTERN DETAIL SEEDBED PREPARATION APPLY LIME TO RUSE THE PH TO THE LEVEL NEEDED FOR SPECIES BEING SEEDED. ORLY 23 POUNDS OF 12-12-12 ANALYSIS FERTILIZER (OR EOUNALENT PER 1000 SQ. FT. (APPROXIMATELY 1000 POUNDS PER ACRE) OR FERDUZE ACCORDING TO TEST. APPLICATION OF ISO 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 WHILE CONSIDERING BEST SEEDING DATES. SEE TEMPORARY SEEDING. IF TOLERANCES ARE A PROBLEM, SUCH AS SALT TOLERANCE OF SEEDINGS ADJACENT TO STREETS AND HIGHWAYS. PERMANENT SEED MIXTURES SPECIES Ibs. / IDS. / SUITABLE DRY WELL WET ACRE 1,000 s.L PH DRAINED LEVEL / SLOPING OPEN AREAS TALL FESCUE 35 0.8 5.5-8.3 2 1 2 TALL FESCUE 25 0.6 5.5-8.3 1 (RED CLOVER)•" 5 0.12 KENTUCKY BLUEGRASS 15 0.4 5.5-7.5 2 1 CREEPING RED FESCUE 15 0.4 STEEP BANKS AND CUTS TALL FESCUE 15 0.4 5A-7.5 2 1 2 KENTUCKY BLUEGRASS 25 0.6 TALL FESCUE 35 0.8 5.5-8.3 2 1 EMERALD CROWNATCH" 10 0.25 LAWNS / HIGH MANTAINANCE AREAS KENTUCKY BLUEGRASS 40 0.9 5.8-7.5 2 1 CREPING RED FESCUE 40 0.9 PERENNIAL RYEGRASS 170 4.0 5.8-7.5 1 (TURF TYPE) TALL FESCUE 170 AID 5.5-8.3 2 1 2 1 = PREFERRED 2 = WILL TOLERATE " INOCULATE WITH SPECIFIC INOCULANT TEMPORARY SEEDING KIND OF SEED PER 1000 s9. IL PER ACRE REMARKS WHEAT OR RYE 3.5 ns. 2 6u. COVER SEED I" - 1 1/2- DEEP SPRING OATS 2.3 I6s. 3 6u. COVER SEED 1" DEEP ANNUAL RYEGRASS 1 Iti 40 I1 COVER SEED 1/4" DEEP" " NOT NECESSARY WHERE MULCH IS APPLIED SEED MIXTURES iz1 NOT TO SCALE Cq TEMPORARY SEEDING AND STABILIZATION DATES SEE �O I N E E E E E E EM... M M EEME PERMANENT SEEDING ■IRRIGATION NEEDED DURING JUNE AND JULY. TO CONTROL EROSION AT TIMES OTHER THAN IN THE SHADED AREAS. USE MULCH. LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS IF MULCH IS APPLIED INCREASE SEEDING APPLICATION BY 50 % DURING DORMANT PERIODS. NOTE: MULCHING REQUIRED WHEN ACTUAL CONDITIONS HAMPER THE ESTABLISHMENT OF VEGATATIVE GROUND COVER. SEEDING SCHEDULE %31 NOT TO SCALE Cq 300 275 250 225 X X 200 SLOPE 175 LENGTH 150 (FT.) X 125 IOU 75 X X 5C 2`. X 2 STARES PER SO. A. GENERAL STAPLE REEALIMENMTONS go 11 NMI Eon 4:1 3:1 2:1 I:I CHANNEL SLOPE GRADIENT LINING CONTRACTOR SHALL INSPECT AREAS REQUIRING USE 4 STAPLES ACROSS AT THE START OF EACH POLL AND EROSION CONTROL BLANKETS WEEKLY TO INSURE CONTINUE TO STAPLE THROUGHOUT THE LENGTH OF THE SEEDING TAKES HOLD. ALL AREAS THAT NEED ROLL. (100) STARES MINIMUM PER ROLL. TO BE RESEEDED SHALL BE GONE AS QUICKLY AS PRACTICAL. GRASS SEED SHALL BE WATERED AS NECESSARY 10 PROMOTE GROWTH. EROSION CONTROL SEQUENCE SCHEDULE I. PRECONSTRUCTION ACTNITY: A. WORK AROUND AND LOCATE ALL EXISTING ABOVE AND BELOW GRADE UTILITY LINES: CONTACT INDIANA UNDERGROUND PLANT PROTECTION SERVICE ("HOLEY MOLEY") 1-800-382-5544. B. CONTACT PLAN REVIEWING/INSPECTION AGENCY($). C. INSTALL SILT FENCE AROUND PERIMETER OF AREA(S) TO BE PROTECTED/PRESERVED. D. PROTECT AREAS SUITABLE FOR USE AS VEGETATIVE FILTER STRIPS. 2. CONSTRUCTION SITE ACCESS: A. INSTALL STABILIZED AGGREGATE CONSTRUCTION EXIT/ACCESS DRIVE TO PREVENT OR MINIMIZE TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADWAYS. B. PROVIDE STABILIZED OF CONSTRUCTION ROUTES. CONSTRUCTION VEHICLE STAGING AND MAINTENANCE AREAS. DESIGNATED EMPLOYEE PARKING AREAS, ETC., TO PREVENT OR MINIMIZE TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADWAYS. 3. PERIMETER CONTROLS: A. DIVERT STORMWATER RUNOFF FROM UP -SLOPE PROPERTIES AWAY FROM THE PROJECT SITE. B. INSTALL SEDIMENT TRAPS/BASINS AT LOCATIONS WHERE STORMWATER MAY DISCHARGE FROM PROJECT SITE. C. DIVERT STORM WATER RUNOFF AWAY FROM THE ACTIVE CONSTRUCTION ZONE. 4. INITIAL LAUD CLEARING AND GRADING ACTMTIES: A. CLEARING AND GRUBBING OF EXISTING VEGETATION B. STRIP AND STOCKPILE TOPSOIL C. INSTALL SILT FENCE AROUND PERIMETER OF TOPSOIL STOCKPILE AS SOON AS EARTHMOVING ACTIVITIES DEFINE THE AREA OF DISTURBANCE. D. STABILIZE TOPSOIL STOCKPILES ON THE DOWN SLOPE OF ACTIVE CONSTRUCTION. 5. SECONDARY LAND GRADING ACTMTIES: A. CONSTRUCT PRIMARY SEDIMENT TRAPS AND BASINS DOWN SLOPE OF ACTIVE CONSTRUCTION ZONES. B. INSTALL AND STABILIZE OUTLETS FOR STORMWATER DRAINAGE SYSTEM WITH RIPRAP OUTLET PROTECTION AND TURF REINFORCEMENT MATS FOR BASIN OUTLETS, STORM DRAIN OUTLETS, OPEN CHANNEL OUTLETS AND CULVERT PIPE OUTLETS. C. INSTALL STORM SEWER SYSTEM ALONG WITH SEDIMENT BARRIERS AND SEDIMENT TRAPS/BASINS. D. PROTECT OF STORM DRAIN INLETS WITH DROP INLET PROTECTION AND/OR CURB INLET PROTECTION. E. STABILIZE AREAS DISTURBED FOR STORM SEWER INSTALLATION WITH TEMPORARY SEEDING AND MULCHING. F. CONSTRUCT DRAINAGE SWALES AND STABILIZE WITH PERMANENT SEEDING AND MULCHING FOR AREAS WHERE CONSTRUCTION OF DRAINAGE SWALES HAS BEEN COMPLETED. G. EXCAVATE SUBSOIL TO GRADES SHOWN ON PLANS. H. STABILIZE SOIL STOCKPILES WITH SEDIMENT BARRIERS/FILLERS, TEMPORARY SEEDING. AND MULCHING AROUND PERIMETER OF SOIL STOCKPILES. 6. TEMPORARY SURFACE STABILIZATION: A. STABILIZE ROUGH GRADED AREAS WITH TEMPORARY SEEDING AND MULCHING ON ALL ROUGH GRADED AREAS THAT WILL BE INACTIVE FOR A PERIOD OF SEVEN DAYS OR MORE. B. STABILIZATION OF AREAS AT FINAL GRADE WITH PERMANENT SEEDING AND MULCHING FOR DETENTION/RETENTION BASINS, DRAINAGE SWALES. 7. INSTALL PAVEMENT INFRASTRUCTURE: A. CUT IN AND CONSTRUCT PARKING LOT SUBGRADE/BASE. B. INSTALL STORM SEWERS AND STRUCTURES, PROVIDE PROTECTIVE MEASURES. C. INSTALL UTILITIES AND PROVIDE TEMPORARY SEEDING AND MULCHING. & BUILDING CONSTRUCTION: A. PROTECT EXISTING STORM DRAIN INLETS B. MAINTAIN AND STABILIZE SITE ACCESS WITH STABILIZED INGRESS/EGRESS ENTRANCE AT ALL POINTS WHERE VEHICLES ENTER AND EXIT THE SITE. C. MAINTAIN PERIMETER PROTECTION D. PROVIDE MAINTENANCE OF DRAINAGE SWALES/CHANNELS E. PERFORM EXCAVATION FOR FOUNDATION AND/OR FOOTINGS F. CONSTRUCT BUILDINGS/STRUCTURES G. PROVIDE DOWNSPOUT EXTENDERS ONCE DOWNSPOUTS AND GUTTERS ARE INSTALLED. 9. FINAL SHAPING/LANDSCAPING/STABILIZATION: A. PROVIDE APPLICATION OF TOPSOIL AND SOIL AMENDMENTS FOR ALL UNTAGETATED AREAS THAT ARE AT FINAL GRADE. B. PLANT TREES AND SHRUBS C. PROVIDE FINAL SITE STABILIZATION FOR ALL REMAINING UNVEGETATED AREAS. 10. MAINTENANCE OF EROSION AND SEDIMENT CONTROL MEASURES: A. REMOVE ALL TEMPORARY STORMWATER MANAGEMENT MEASURES AND STABILIZE ALL REMAINING UNVEGETATED AREAS DISTURBED WHEN REMOVING TEMPORARY STORMWATER MANAGEMENT MEASURES. EROSION CONTROL BLANKET NOTES I. ALL PERMANENT SLOPES SHALL BE SEEDED WITH A MIXTURE OF MULCH (3000 /) 1000 LBS. 12-12-12 FERTILIZER PER ACRE, AND RED FESCUE AT THE RATE OF 40 LBS. PER ACRE, AND 40 LBS. BLUE GRASS PER ACRE FROM MARCH 1 TO MAY 15 AND AUGUST 10 TO OCTOBER 15. 2. ALL SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO CLEANING AND GRUBBING OPERATIONS AND SHALL BE MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. 3. ALL SEDIMENT CONTROL MEASURES SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE PLANS AS APPROVED BY THE HAMILTON COUNTY SOIL & WATER AND THE TOWN OF WESTFIELD. 4. THE CONTRACTOR SHALL PROVIDE ADEOUATE EROSION PROTECTION MEASURES DURING CONSTRUCTION SUCH AS, BUT NOT LIMITED TO: SILTATION BASINS, SILT TRAPS, STRAW BALE DAMS, SOIL CEMENT, MULCH AND SEEDING. SOIL STABILIZATION FABRIC, AND JUTE NETTING. 5. EROSION CONTROL BLANKET BY "NORTH AMERICAN GREEN" (OR EOUAL). ANCHOR ALL EROSION CONTROL BLANKETS AS REQUIRED PER MANUFACTURER NORTH AMERICAN GREEN 'S 150 BIN, 100% BIODEGRADABLE I LONG) STAPLES SHALL BE 11 GAUGE U-SHAPED, 6" LONG, AND MINIMUM 1" CROWN. DRIVE STAPLES VERTICALLY INTO GROUND AND USE (4) STAPLES AT ENDS OF ROLL. FOR SLOPE INSTALLATION, STAPLE ALONG LENGTH OF ROLL AT 6 FOOT INTERVALS. FOR SWALE LINER, STAPLE ALONG LENGTH OF ROLL AT 4 FOOT INTERVALS. ANOTHER ROW OF STAPLES SHALL BE PLACED IN THE CENTER OF THE BLANKET ALTERNATELY SPACED FROM STAPLES AT EACH SIDE OF ROW. 6. ANY GRADES ESTABLISHED BETWEEN MAY 15 TO AUGUST 10 SHALL PROVIDE TEMPORARY SEEDING CONSISTING OF 40 LBS. PER ACRE OF ANNUAL RYE GRASS. 7. FOR ANY SEEDING THAT TAKES PLACE BETWEEN OCTOBER 15 TO MARCH 1, EITHER RYE OR WHEAT MAY BE SUBSTITUTED AND SPREAD AT 3 BUSHELS PER ACRE. IF GRAINS ARE USED THEY SHALL BE CUT AT THE TIME OF PERMANENT SEEDING. COVER SEED WITH MULCH 1 - 1-1/2" DEEP. 8. IF TEMPORARY SEEDING IS ESTABLISHED PRIOR TO PERMANENT SEEDING, THE MULCH MAY BE ELIMINATED EXCEPT FOR EXPOSED AREAS. CHANNEL LININGS UTILIZE STAPLE PATTERN "C' WITH ADDITIONAL STAPLES ON SIDE SLOPES AT PROJECTED WATER LINE_ HOLEY MOLEY SAYS "DIG SAFELY" "IT"S THE LAW" CALL EFFORT NO41 PRO 61► KX0W Mai BELOW PER IND" STATE LAW ICE-1-26. 11 6 A(ANST THE LAW 10 EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERACE TWO (2) WORKING DAYS BEFORE COVMENCING WORK, CALL 1-800-J3T-SSII to SCMOUW o MCafe .e9uese EROSION CONTROL PLAN GRAPHIC SCALE o Ro w An N 1ao ( IN FEET ) 1 Inch = 20 IT. O U Lit � w a w k e> UPm 0 t2 F) 0 0 u a I a ab o 0 0 ® <`1 Po F O N III CIO il I? r N °u �t a F� 6 WDo d v 0 0 a Lam' o II AD ••G•1 Q N W � o a IN W O- vh a v W� JN, Pat_ rc O x Y U au a ILP a W 1-- Z � U Q U U o-1 DO U-1 DO z�a W w V CA 2 p 0za Z as O� W C) < Z NUo V � Z W 0 �a Z U w 0 J Z W ¢ �z O O Z ZQ �U � } DRAWN BY: TEN CHECKED BY: ALD PROJECT No. 1805-008 SHEET No. C4