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Home My WebLink About12 Erosion & Sediment Control PlanPIPE TYPI Plant in dry t Chufa Giant Smartw Red Top Gros Wetland Seed In fresh wate American Lot Ducks Meat Redhead Gras Wapato Duck For Acid or S American Lot Ducks Meat Sweet Flag Waputo Duck .\03146 con_plans \03146esc.dgn OUTLET WETLANDS PLANTS sloughs, pond, lakes and rivers. Bur Reed Hardstem Bulrush Elodea Sago Pond Plant River Bulrush White Woterlily potato Water Cress Coontail Cattail Marsh Smartweed ft Waters. Cattail Hardstem Bulrush Wampee Duck Corn Potato White Waterlily Deep Water Duck Potato /27/2004 3: 10: 20 PM FILTER FABRIC HAND LAID RIP-RAP 7 r Olt WETLANDS PLANTINGS NO SCALE EXISTING LAKE N.P.- 840.0 GABION BLANKET (3' WIDE X 9' LENGTH X 1' THICK) WEIR GABION CROSS SECTION NO SCALE 1 FOREBAY CROSS SECTION moist soil, adjacent to water or flooded during the Duck Season. Duck Wheat sd Marsh Smartweed Sesbania Wild Duck Millet Mix False Bittersweet Sweet Flag Wild Celery Deep Water Duck Potato Pickerel Pond Plant Wampee Duck Corn Wild Rice rn FOREBAY WETLAND PLANTINGS qe FOREBAY BERM TOP ELEV. 101.0 3 :1 SIDE SLOPES NORMAL POOL 100.0 ELEV. 99.0 N a RIP -RAP WEIR OVERFLOW ELEV. 100.0 For Brackish Waters. Alkali Bulrush Flowering Rush Sago Pond Plant Wampee Duck Corn Cane Wild Reed Giant Smartweed Three Square Bulrush Wild Celery EMERGED PLANTS plants that grow above the American Lotus Bluewater Iris Deep Water Duck Potato Hardstem Bulrush River Bulrush Sweet Flag Waputo Duck Potato Water Cress Bur Reed ia. W W W W W W W W W W W W W W W W NOTE: ACTUAL PLANT TYPES TO BE DETERMINED BY WETLAND CONTRACTOR AT TIME OF CONSTRUCTION, AND APPROVED BY DEVELOPER. surface of the water. Marsh Smartweed Wampee Duck Corn Wild Rice Cattail Pickerel Pond Plant LEGEND WETLAND PLANTINGS EROSION CONTROL BLANKET (NORTH AMERICIAN GREEN S -150) PERMANENT SEEDING MULCHING RIP -RAP REQ'D. (7" 15" THICK) CHECK DAM LOCATION SILT FENCE TEMPORARY SEEDING MULCHING pTh CURB INLET PROTECTION DROP INLET PROTECTION MULCH BAG Creeping Spike Rush Redhead Grass SUBMERGED PLANTS plants that grow on or below the surface of the water. Coontail Redhead Grass Sago Pond Plant Longleaf Pond Plant Wild Calla White Woterlily Wild Celery Yellow Waterlily Ducks Meat Elodea 2X DROP INLET PROTECTIO LOT CROSS SECTION NO SCALE REAR -YARD SWALE SF SF t r 1 LJ Q \C)TIOPSOIL SUBSOIL® STOCKPILE STOCKPILE Li CURB INLET HOUSE 1 1 1[ 1 1" ti 1 1 1 (1 I SIDEWALK- 1 111 1 1 2% 0 f (i f I L CURB PROTECTION CONSTRUCTION ENTRANCE EXIT NOTE: POSITION THE STRUCTURE A MINIMUM OF 18 INCHES ABOVE STREET LEVEL NOTE: DIVERT STORMWATER RUNOFF AWAY FROM THE STRUCTURE BY GRADING THE LAWN TO PROVIDE AT LEAST 6 INCHES OF VERTICAL FALL IN THE FIRST 10 FEET IN HORIZONTAL DISTANCE. NOTE: MAXIMUM SLOPE ANYWHERE ON PARCEL IS 3 TO 1 CONSTRUCTION SEQUENCING FOR INDIVIDUAL LOT 1. INSTALL CONSTRUCTION ENTRANCE AT PROPOSED DRIVE LOCATION. 2 INSTALL SILT FENCE ON THE PERIMETER OF LOT. 3. EXCAVATED FOR FOOTER AND FOUNDATION AND STOCKPILE SOIL IN DESIGNATED AREAS. 4. INSTALL FOOTERS AND FOUNDATIONS. 5. CONSTRUCT HOUSE AS PER ARCHITECT /CONTRACTOR PLANS. 6. INSTALL PERMANENT DRIVE TO HOUSE. 7.FINISH GRADE LOT AND INSTALL PERMANENT SEEDING AND MULCHING. 8. AFTER VEGETATION IS ESTABLISHED REMOVE EROSION CONTROL MEASURES. EROSION SEDIMENT CONTROL FOR INDIVIDUAL HOME SITES NO SCALE w ?w J 4$ In 0 n STREET NAME CHART LINE A STREET NAME CHATEAUX DRIVE 2' NON- ACCESS NOTE: Construction limits are limited to within the property lines. Approximately 8.00 acres NOTES: 1. There is no IDNR Jurisdictional floodplain on this site. 2. There are no potential areas for groundwater to enter subsoil on this property except for the basin. It may have groundwater recharge potential. Rate is excepted to be low because of subsoil and parent material make -up. 3. There are no water quality permits associated with this property EASEMENT GENERAL PRACTICES: 1. INSTALL EROSION CONTROL BLANKETS IN ALL DITCH FLOW -LINES WHERE SHOWN ON PLANS AND ON ALL POND SLOPES. 2. TEMPORARY SEED ALL PADS OF PROPOSED BUILDING LOCATIONS. 3. PERMANENT SEED AND MULCH ALL NON IMPERVIOUS AREAS. 4. THIS PROJECT DRAINS THROUGH A POND AND UNNAMED WATERWAY 1300' TO WILLIAMS CREEK 5. SEE DETAILS ON SHEET 14 OF 18. rr 0 TEMPORARY CONSTRUCTION ENTRANCE 50' 100' CONSTRUCTION SEQUENCING 1. SET UP A PRE-CONSTRUCTION MEETING TO DISCUSS SCHEDULING AND SEQUENCING PROJECT. 2. START CONSTRUCTION LOG. THIS LOG WILL DOCUMENT THE PERFORMANCE OF EACH POLLUTION PREVENTION MEASURE. A THOROUGH SITE INSPECTION SHOULD BE COMPLETED WEEKLY, AND WITHIN 24 HOURS OF EVERY %2" RAIN EVENT. 3. INSTALL CONSTRUCTION ENTRANCE AS DELINEATED ON PLAN. 4. ESTABLISH CONSTRUCTION STAGING AREA AND CONCRETE WASHOUT AREA AS SHOWN ON THE PLANS. 5. REMOVE TREES AND RUBBISH ONLY AS NEEDED FOR CONSTRUCTION. 6. INSTALL PERIMETER SILT FENCE AS SHOWN ON PLAN. 7. STRIP TOPSOIL AND STOCKPILE WHERE SHOWN ON THE PLAN, TEMPORARY SEED AND MULCH IMMEDIATELY. 8. EXCAVATE DETENTION BASIN. UTILIZE BORROW TO FILL LOW AREAS OF LOTS AS SHOWN ON GRADING PLAN. INSTALL STORM OUTLETS AND STABILIZE ALL BANKS. 9. INSTALL FOREBAY WITH WETLAND PLANTINGS AND WEIR GABION. 10. ROUGH GRADE STREET AND BUILDING PADS WHILE SIMULTANEOUSLY ROUGH GRADING ALL SIDE AND REAR YARD SWALES. SITE SHOULD BALANCE EVENLY. 11. CONSTRUCT STORM SEWERS AND UTILITIES. PROVIDE SILT FENCE BEHIND CURB INLETS AND CONSTRUCT EXCAVATED DROP PROTECTIONS FOR YARD INLETS. NOTE: CURB INLETS TO HAVE MULCH BAGS PLACED AFTER PAVING. 12. FINISH GRADE SWALES, EARTH MOUND, AND BUILDING PADS 3 THROUGH 6, AND THEN STABILIZE WITH TEMPORARY OR PERMANENT STABILIZATION SHOWN ON EROSION CONTROL PLAN. 13. TEMPORARY SEED AND MULCH ANY OTHER DISTURBED AREAS. 14. FINISH GRADE ALL STREETS AND STABILIZE. THEN INSTALL CURB AND GUTTER. 15. INSTALL ASPHALT MATERIAL AND PLACE MULCH BAGS AT CURB INLETS. 16. REMOVE SILT FENCE FROM DROP INLETS ONCE VEGETATION HAS BEEN ESTABLISHED. 17. INSTALL GATED ENTRY AND FENCE AS SHOWN ON PLANS. 18. REMOVE EXCESSIVE SEDIMENT >30X) FROM FOREBAY, WHILE MAINTAINING WETLAND VEGETATION. 19. REMOVE ALL REMAINING TEMPORARY EROSION CONTROL MEASURES ONCE CONSTRUCTION ACTIVITY IS COMPLETE, AND VEGETATION HAS BEEN ESTABLISHED. *IMPORTANT CONTRACTOR TO READ* 0 T L 0 1- CC w C 2 G 0 0 0 0 0D tz W 0 0 as Q Q) 0 (I) 0 Z -J 0 CC o U p Z Z Z J WW °6 xU 0 (f) O J cc z C) 0 kil,"c0 Z`i•l L4 0 Lij I' flM�o W z o kQootv, W WA rn O /i W CO Project No: 03146 Sheet No: 120f 17 O N 0