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HomeMy WebLinkAboutC9.0 EROSION AND SEDIMENT CONTROL PLAN CTIC NAE SUTV-Y CU ° -E AT ACCURATE SURVEYING & MAPPING PROJECT DESCRIPTION TEMPORARY FENCE PANEL EROSION & SEDIMENTATION o°°°� ��❑OF❑ID°Ooo°o CONTROL LEGEND °°° 5� ���TZ o A. PURPOSE CAPTURED BY EXISTING ONSITE SHALES AT o ° GONSTRUGT A RESIDENTIAL SUBDIVISION AND ALL RESIDENTIAL LOTS OR TO GATGH BASINS AT STREETS A550GIATED SITE IMPROVEMENTS AS SHOWN ON THE THAT DIRECT RUNOFF TO SAND AND GREASE TRAPS INLET PROTECTION. PRIOR TO GONSTRUGTION o LA- 6536 ho 0 SITE GONSTRUGTION PLANS PREPARED BY BREGKON AND SEEPAGE BEDS. IP INSTALL SEDIMENT BARRIER PER STATE OF IDAHO °o° 8/OS/2025 LAND DESIGN, ING. GATALOG OF STORM WATER BEST MANAGEMENT2. DRAINAl DB. LOCATION DRAINAGE WILLGOIN6 CONSTRUCTION NTIN TO BE CONTAINED ON SITE. PRACTICES BMP #74. MAINTAIN UNTIL ALL °OOOoNDop000000 w / GONSTRUGTION IS COMPLETE. REMOVE SEDIMENT o GENERALLY, THE SUBJECT PROPERTY IS LOCATED EXISTING VEGETATION WILL BE PRESERVED TO THE BUILD UP AS NEEDED. z APPROXIMATELY I/4 MILE EAST OF S. MERIDIAN ROAD, EXTENT PRAGTIGAL TO HELP PREVENT EROSION. SILT IN ASPHALT AREAS PROVIDE: DANDY BAG OR o AND � MILE WEST OF LOGUST GROVE ROAD BETWEEN FENGE WILL BE INSTALLED ALONG PORTIONS OF THE fn DANDY CURB BA6 OR APPROVED EQUAL. w L AMITY AND LAKE HAZEL ROAD IN ADA COUNTY, IDAHO. EASTERLY AND SOUTHERLY PROPERTY BOUNDARIES TO a (800) 591-2284, www.dandyproducts.com THE PROPERTY IS SITUATED IN A PORTION OF THE PREVENT RUNOFF ONTO ADJAGENT PROPERTIES. DROP o M SOUTHEAST I/4 OF THE SOUTHWEST I/4 OF SEGTION 31, INLET INSERTS AND GRAVEL BAGS OR STRAW WATTLES / j / j STABILIZED ENTRANCE. PRIOR TO GONSTRUGTION o N o WILL BE INSTALLED IN ALL EXISTING AND PROPOSED ` ° 2 TOWNSHIP 3 NORTH, RANGE I EAST, BOISE MERIDIAN, w / / INSTALL AND MAINTAIN 50 FEET OF 6" MINUS PITRUN ' N �' If ADA COUNTY, IDAHO. CATCH BASINS. MATERIAL AS INDICATED PER THE STATE OF IDAHO ) 00 rD '0 m ® GATAL06 OF STORM WATER BEST MANAGEMENT a E SoIN -a w WATKINS DRAIN RUNS THROUGH THE PROPERTY AT THE 3. POST GONSTRUGTION PRAGTIGES BMP #40. THIS SHALL BE MAINTAINED a) Q cn E m .z: _ co pp a w ALL TREATMENT AND RETENTION OF STORM WATER C Q 0 � $ Co p EASTERN SIDE. STORM WATER WILL NOT BE THROUGHOUT CONSTRUCTION UNTIL BASE MATERIAL a o L_o -2 m N `o v o DISGHARGED TO THE DRAIN. WILL CONTINUE ON SITE. STORM WATER WILL BE IS INSTALLED. PROVIDE SWEEPING DAILY OR AS W 11.- L ROUTED OVERLAND VIA CURB AND GUTTER TO EITHER -0 o Z C / NEEDED TO REMOVE ANY TRACKING OF MUD '- ° `°-E Z 3 N a SAND AND GREASE TRAPS OR VEGETATED FILTER v w` � 3 r cCc) G. SITE DESCRIPTION AND DRAINAGE AND/OR DIRT ONTO EXISTING ASPHALT. . . . . . . 3 LL a c0 CID, N GURRENTLY THE SITE IS VACANT FARM LAND COVERED STRIPS WHERE IT WILL BE PRETREATED PRIOR TO LL BY VEGETATION GON5ISTIN6 OF AGRIGULTURAL PLANTS. BEING RELEASED INTO UNDERGROUND SEEPAGE BEDS FIBER ROLLS OR STRAW WATTLES. INSTALL FIBER - K THERE IS ONE EXISTING BUILDING THAT WILL REMAIN AT OR BIOINFILTRATION SHALES WITH INFILTRATION ® ROLLS AS INDICATED PER THE STATE OF IDAHO IT'S GURRENT LOCATION IN THE AREA OF IMPACT. THE TRENCHES. A LESSER PORTION OF STORM WATER GATALOG OF STORM WATER BEST MANAGEMENT 0 EXISTING GRAVITY IRRIGATION PIPE ROUTED FROM THE (THAT WHIGH FALLS DIREGTLY ON LANDSGAPED AREAS) f PRACTICES BMP #64. NORTH WILL BE REPLACED AND DIRECT WATER TO A WILL BE ALLOWED TO PERCOLATE DIREGTLY INTO THE WIRE TIE PANELS TOGETHER ' STORAGE POND. AN IRRIGATION PIPE IS PROPOSED AT GROUND. ALL STORM WATER RETENTION AND 10'-0" O.C. MAXIMUM o THE NORTH SIDE OF THE DEVELOPMENT TO DIRECT ANY TREATMENT DEVICES ARE DESIGNED TO HAVE A EQUALLY SPACED , OVERFLOW FROM THE POND TO THE WATKINS DRAIN AT MINIMUM OF 3-FEET OF SEPARATION BETWEEN THEM NOTES: PANEL STAND O GONGRETE WASHOUT LOCATION. THE EAST. SLOPES ON THE SITE ARE RELATIVELY FLAT AND THE SEASONAL HIGH GROUNDWATER. SEE THE AND AVERAGE I TO 2% SLOPE. THE SITE IS BORDERED GRADING AND DRAINAGE SHEETS FOR MORE HAZARD MATERIALS STORAGE AREA WITH SPILL BY A SUBLIMITY AVENUE TO THE EAST AND INFORMATION. I. WIRE TIES, RAILS POSTS AND BRACES SHALL BE GONSTRUCTED ON THE SECURE SIDE OF THE FENCE KIT AND WASTE CONTAINER. RESIDENTIAL LOTS AND SUBDIVISION TO THE SOUTH ALIGNMENT. CHAIN-LINK FABRIC SHALL BE PLACED ON THE OPPOSITE OF THE SECURE AREA. o AND NORTH. D. DISTURBED AREA 2. ALL CHAIN LINK MESH FABRIC, TO BE GALVANIZED '72" a GAUGE OR HEAVIER WIRE WITH NO LARGER CONTRACTOR PARKING AREA AR TOTAL DISTURBED AREA WILL BE APPROXIMATELY 8.0 THAN 2 OPENINGS. OP 9 J I. EXISTING DRAINAGE Al SEE THE EROSION AND SEDIMENT CONTROL z ALL DRAINAGE IS CONTAINED ON SITE. THE LIGHTLY DRAHING FOR MORE INFORMATION. TEMPORARY CHAIN LINK FENCE ® STAGING AREA FOR EQUIPMENT AND MATERIAL ° STORAGE, BMP 37 41. 0 VEGETATED, GLAYEY SOIL ALLOWS MOST STORM PORTABLE RESTROOM LOCATION ' w WATER TO PERCOLATE INTO DEEPER, FREE DRAINING SOILS. RUNOFF THAT DOES DEVELOP IS EITHER SCALE: NTS w �I10 S POTENTIAL REGEIVING WATERS POINT OR SITE I ® DISGHARGE POINT. T I POST CITY ISSUED EROSION CONTROL AND STORM Copyright(l 2025 S® WATER MANAGEMENT SIGN Z All rights reserved. Reproduction or use in any form o H 2� or by any means without written permission of 2 PROVIDE GRAVEL BAG AT FLOW LINE OF Breckon Land Design,Inc.is unlawful and subject to 0 criminal prosecution. w GURB/GUTTER AT THIS LOCATION. w W INGREASED STREET SWEEPING, WASHING $ GLEANING a MEASURES DURING ROAD FRONTAGE GONSTRUCTION. 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