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08_C510_ESC2-Layout1 XREFS: NONE PROJECT NUMBER: 04.9368 _0 N U In w 0 I un UI 5' MAX. CENTER TO CENTER 0 GENERAL NOTES: 36" MIN. FENCE POSTS, DRIVEN MIN. 16" INTO GROUND 50' MIN. "' 1. BEFORE UNDERTAKING ANY CONSTRUCTION ACTIVITY, ALL CONTRACTORS AND SUBCONTRACTORS z INVOLVED WITH SITE WORK THAT INVOLVES PHYSICAL GROUND DISTURBANCE ON THE PROJECT SITE MOUNTABLE BERM PAVEMENT w SHALL SIGN AND DATE A COPY OF THE CERTIFICATION STATEMENT, WHICH IS LOCATED IN THE _ z (OPTIONAL) TOP TO BE ANCHORED � iO 3' WITH STAPLES IN EXTEND MAT 5' OUT 6 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ATTACHMENT, PREPARED FOR THIS PROJECT. U_ S, TRENCH. SEE FROM TOP OF SLOPE Oo z ANCHORING DETAIL. 2. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL CONFORM TO THE "NEW YORK STATE GRAD &/ = LU g - S75 SINGLE _ NET STRAW BLANKET U STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL" (AUGUST 2005 ISSUE) AND J - NYSDOT NO. 2 CRUSHED STONE n n ANY ADDENDA THERETO. w_ LL -I BY NORTH AMERICAN VWOVEN GEOTEXTILE, "GEOTEX 350ST", OR APPROVED EQUAL GREEN OR EQUAL 3. THE SEDIMENT CONTROL MEASURES DETAILED IN THESE PLANS SHALL BE IN PLACE PRIOR TO THE START 6" MIN. KEEP MATERIAL IN OF EACH CONSTRUCTION PHASE. ONCE CONSTRUCTED, ALL MEASURES SHALL BE PROPERLY MAINTAINED PROFILE SOLID CONTACT THROUGHOUT THE CONSTRUCTION PERIOD, AND THEN REMOVED FROM THE SITE ONCE THE SITE IS p� �p� 10" MIN. EXISTING EXISTING WITH GROUND - - - - 7/ /� - STABILIZED. �� F GROUND 50' MIN. PAVEMENT SEE STAPLING DETAIL THIS L 4. AFTER THE START OF CONSTRUCTION, SITE SWPPP INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE SHEET FOR ADDITIONAL EVERY (7) CALENDAR DAYS. PERSPECTIVE VIEW N STAPLING INFORMATION 5. BASED ON THE WEEKLY SITE SWPPP INSPECTIONS, THE EROSION AND SEDIMENT CONTROL MEASURES 36" MIN. FENCE POST 8°° °° IDENTIFIED IN THE SWPPP MAY BE REVISED AS SITE CONDITIONS WARRANT. THE CONTRACTOR SHALL OVERLAPS TO BE FILTER CLOTH "MIRAFI 500X" 12' s° MIN. IMPLEMENT THESE CHANGES AS SOON AS PRACTICABLE. � � STAPLED EVERY 12 i MIN. OR APPROVED EQUIVALENT, o N z °° INCHES (TYP. ALL OVERLAP 6. THE EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED BY THE REFER TO NOTE 4 (BELOW) °8 - z °8 OVERLAPPED AREAS) CONTRACTOR UNTIL THE FINAL SURFACE TREATMENT HAS BEEN INSTALLED AND VEGETATED AREAS HAVE UNDISTURBED g° ° ESTABLISHED 80% COVERAGE. AFTER THE VEGETATED AREAS HAVE BEEN STABILIZED WITH AT LEAST GROUND Owl 80% VEGETATIVE COVER, AS DETERMINED BY THE ENGINEER, THE OWNER SHALL ASSUME 11 RESPONSIBILITY FOR MAINTAINING THE EROSION AND SEDIMENT CONTROL SYSTEM(S). EMBED FILTER CLOTH 7. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE CONTRACT DOCUMENTS WILL NEED MIN. 6" INTO GROUND PLAN VIEW TO BE SUPPLEMENTED WITH INTERIM MEASURES PRIOR TO ACHIEVING FINAL GRADES. THE CONTRACTOR NOTES: SHALL PROVIDE AND MAINTAIN INTERIM EROSION AND SEDIMENT CONTROL MEASURES AS NEEDED TO EXTEND MAT 10' OUT CONTROL EROSION AND SEDIMENTATION THROUGHOUT THE DURATION OF CONSTRUCTION. THE DETAILS NOTES: SECTION 1. USE 1"-4" STONE, NYSDOT NO. 2 CRUSHED STONE, OR RECLAIMED OR RECYCLED FROM TOE OF SLOPE STAPLES 12" APART AND EXTENT OF THESE MEASURES ARE HIGHLY DEPENDENT ON THE CONTRACTORS MEANS AND METHODS CONCRETE, OR APPROVED EQUIVALENT. ALONG TOP EDGE OF AND THEREFORE NOT DETAILED ON THESE PLANS. THE COSTS ASSOCIATED WITH INSTALLING AND 1. FILTER CLOTH TO BE FASTENED SECURELY TO WOODEN STAKES. EXISTING GROUND BLANKET MAINTAINING THESE INTERIM MEASURES SHALL BE INCLUDED IN THE CONTRACTORS BID. 2. THE LENGTH SHALL NOT BE LESS THAN 50 FEET. (TOP OF SLOPE) 8. CONSTRUCTION ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE CONSTRUCTION SEQUENCING 2. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY 6" AND FOLDED. 3. NYSDOT NO. 2 CRUSHED STONE SHALL BE MAINTAINED AT A MINIMUM OF 6" IN DEPTH. NOTES. 3. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIALS REMOVED 4. ENTRANCE SHALL HAVE A 12 FOOT MINIMUM WIDTH BUT NOT LESS THAN THE FULL 9. OUTSIDE THE GROWING SEASON OTHER METHODS OF SOIL STABILIZATION (SUCH AS THE USE OF JUTE \ \ ' WHEN "BULGES" DEVELOP IN THE SILT FENCE. WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. ENTRANCE SHALL BE AT LEAST MESH AND EXCELSIOR MATTING) SHALL BE USED UNTIL SUCH TIME AS VEGETATIVE COVER CAN BE 24 FEET WIDE IF SINGLE ENTRANCE TO SITE. ESTABLISHED. 4. SILT FENCE FABRIC SPECIFIED IN THE DETAIL MAY BE SUBSTITUTED WITH 5. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES S150 DOUBLE 10. EXISTING VEGETATION SHALL BE PRESERVED TO THE MAXIMUM EXTENT PRACTICABLE. SITE WORK PREFABRICATED SILT FENCE PRODUCT IVI 3611MW, AS MANUFACTURED BY SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS NOT PRACTICAL, A MOUNTABLE NET STRAW BLANKET ACTIVITIES SHALL BE PLANNED TO MINIMIZE THE AREA AND DURATION OF SOIL DISTURBANCE. REMOVAL INDIAN VALLEY INDUSTRIES. BERM WITH IV:5H SLOPES WILL BE PERMITTED. BY NORTH AMERICAN TOP OF SLOPE OF WOODY VEGETATION SHALL BE KEPT TO THE MINIMUM EXTENT PRACTICABLE. GREEN OR EQUAL ANCHORING SECTION SILT FENCE DETAIL 6. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING NOTES: 11. INLET PROTECTION MEASURES SHALL BE INSTALLED AROUND STORM DRAIN INLETS OR WITHIN CB 1 SCALE: NONE OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS- OF-WAY. ALL SEDIMENT SPILLED, FRAMES TO PREVENT SEDIMENT LADEN WATER FROM ENTERING STORM SEWER SYSTEMS. STAKE DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY SHALL BE REMOVED 1) APPLY APPLICATION OF ANY LIME, FERTILIZER, AND SEED BEFORE FABRIC IMMEDIATELY. 2"x4" WOOD FRAME INSTALLING TURF REINFORCEMENT MAT. STABILIZED CONSTRUCTION ENTRANCE NOTES: 7. WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 2) INSTALL USING ALL MANUFACTURERS 1. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED WHERE NECESSARY TO PREVENT SEDIMENT INSTALLATION RECOMMENDATIONS AND GUIDLINES. FROM BEING TRACKED ONTO ROADWAYS. 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 2. PERMANENT TRAFFIC CORRIDORS SHALL BE ESTABLISHED AND "ROUTES OF CONVENIENCE" SHALL BE AVOIDED. CONSTRUCTION TRAFFIC SHALL NOT CROSS STREAMS OR DITCHES EXCEPT AT SUITABLE 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH EROSION CONTROL CROSSING FACILITIES, AND SHALL NOT OPERATE UNNECESSARILY WITHIN WATERWAYS OR DRAINAGE RAIN. DITCHES. BLANKET DETAIL Q 3. IF INTERNAL CONSTRUCTION ROADS ARE DETERMINED TO BE A SOURCE OF SEDIMENT-LADEN RUNOFF TO u? STABILIZED CONSTRUCTION 5 SCALE: NONE SENSITIVE AREAS, THEY SHALL BE STABILIZED AS SOON AS PRACTICABLE. '� ENTRANCE DETAIL 2 SCALE: NONE SILT FENCE NOTES: - 1. SILT FENCE SHALL BE PLACED ON THE DOWNSLOPE SIDE OF DISTURBED AREAS AND AROUND THE PERIMETER OF SOIL STOCKPILES. z NOTE: 2. SILT FENCE SHALL BE PLACED AROUND THE BOUNDARY OF WETLANDS ADJACENT TO THE WORK AREA, AND J J BURY FABRIC 1 FOOT AT THE EDGE OF WETLANDS AFTER CONSTRUCTION IS COMPLETED. BELOW GRADE ALL - 3. SILT FENCE SHALL BE REPAIRED OR REPLACED WHEN THE ENDS ARE FRAYED OR WORN, AND WHEN THE AROUND STRUCTURE SOIL STOCKPILE FENCE IS NOT ANCHORED 6" INTO THE GROUND. WHEN THE ACCUMULATED SEDIMENT REACHES 30% OF J THE SILT FENCE HEIGHT, THE SEDIMENT SHALL BE REMOVED AND DISPOSED OF IN AN APPROPRIATE X X X UPLAND AREA. 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS. SILT b' -- SEEDING & MULCHING NOTES: FENCE 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED 1. TEMPORARY STABILIZATION MEASURES SHALL START AS SOON AS PRACTICAL ON PORTIONS OF THE SITE THEY WILL BE OVERLAPPED TO THE NEXT STAKE. WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT NOT MORE THAN (7) DAYS AFTER WORK HAS CEASED. ACCEPTABLE TEMPORARY STABILIZATION MEASURES INCLUDE, BUT 3. STAKE MATERIALS WILL BE STANDARD 2" x 4" WOOD OR EQUIVALENT. METAL WITH A MAY NOT BE LIMITED TO SEEDING MULCH, STRAW, EROSION CONTROL BLANKETS, SOIL STABILIZING MINIMUM LENGTH OF 3 FEET. X X EMULSION PRODUCTS, OR SOME FUNCTIONALLY EQUIVALENT MEASURE. TEMPORARY SEEDING SHALL BE ANNUAL RYE GRASS, APPLIED AT A RATE OF 30 LBS./ACRE. 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF WIRE MESH 1. TOPSOIL AND FILL THAT IS ANTICIPATED TO REMAIN STOCKPILED ON-SITE FOR PERIODS 2. TEMPORARY EROSION CONTROL PROTECTION BY MULCHING SHALL BE CARRIED OUT WITHIN (7) DAYS OF BEHIND THE FILTER FABRIC FOR SUPPORT. GREATER THAN 30 DAYS SHALL BE STABILIZED BY SEEDING. PRIOR TO THE SEEDING THE FILL GRADE BEING FINALIZED TO AVOID POSSIBLE CONTAMINATION OF PONDS, STREAMS, OR OPERATION, THE STOCKPILED MATERIAL SHALL BE GRADED TO PERMIT THE USE OF OTHER WATERCOURSES. PLACEMENT OF JUTE MESH OR EROSION CONTROL BLANKETS OVER THE MULCH IS 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT CONVENTIONAL EQUIPMENT FOR SEEDBED PREPARATION, SEEDING, MULCH RECOMMENDED TO PROVIDE POSITIVE TACKING OF THE MULCH AND INCREASED PROTECTION AGAINST SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. APPLICATION, AND MULCH ANCHORING. IN NO CASE SHALL ERODIBLE MATERIALS BE EROSION. STOCKPILED WITHIN 25 FT OF ANY DITCH, STREAM, OR OTHER SURFACE WATERBODY. 3. PERMANENT SEEDING AND MULCH SHALL BE APPLIED AS SOON AS THE DISTURBED AREAS HAVE ACHIEVED 6. A 2" x 4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR 2. SILT FENCE SHALL BE INSTALLED AROUND ALL STOCKPILES OF FILL, TOPSOIL AND X X X 3 OVER FLOW STABILITY. FINAL GRADE. IF THE SPECIFIED SEEDING DATES ARE MISSED, MULCH SHALL BE APPLIED TO THE SLOPE EXCAVATED OVERBURDEN THAT ARE TO REMAIN EXPOSED FOR PERIODS LESS THAN 30 AND SEED SHALL BE APPLIED TO THE TOP OF THE MULCH IN THE NEXT SEEDING SEASON AFTER 7. MAXIMUM DRAINAGE AREA 1 ACRE. DAYS. SILT FENCE SHALL BE ANCHORED AND MAINTAINED IN GOOD CONDITION UNTIL N RECONDITIONING THE TOPSOIL. WHEN THE FINAL GRADE CANNOT BE OBTAINED IN (7) DAYS, MULCH SHALL SUCH TIME AS SAID STOCKPILES ARE REMOVED AND STOCKPILING AREAS ARE BROUGHT STAPLE PATTERN FOR o BE APPLIED FOR PURPOSES OF TEMPORARY EROSION CONTROL. 8. THE BARRIER SHOULD BE INSPECTED AFTER EACH RAIN EVENT AND REPAIRS MADE WHERE TO FINAL GRADE AND PERMANENTLY STABILIZED. N NEEDED. REMOVE SEDIMENT AS NECESSARY TO PROVIDE FOR ACCURATE STORAGE 3. TEMPORARY STABILIZATION MEASURES SHALL START AS SOON AS PRACTICAL ON EROSION CONTROL BLANKER Ui 4. EROSION CONTROL BLANKETS OR SOIL STABILIZING EMULSION PRODUCTS SERVE AS A TEMPORARY VOLUME FOR SUBSEQUENT RAINS. UPON STABILIZATION OF CONTRIBUTING DRAINAGE o EROSION CONTROL MEASURE ON ALL SLOPES STEEPER THAN OR EQUAL IV: AND AS INDICATED ON THE AREA, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL AND DISPOSE OF PROPERLY. PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR SCALE: NONE L PLANS. PERMANENTLY CEASED, BUT NOT MORE THAN 7 DAYS AFTER WORK HAS CEASED. 9. WOOD FRAME/SILT FENCE MATERIALS MAY BE SUBSTITUTED WITH PREFABRICATED INLET 0 5. THE UNDERLYING SOIL IN AREAS THAT WILL BE PERMANENTLY PERVIOUS (LAWN, GRASS AND LANDSCAPED SILT SOXX. U AREAS) SHALL BE RESTORED IN ACCORDANCE WITH THE MEASURES IDENTIFIED IN THE JANUARY 2015, INLET PROTECTION FOR 4 SOIL STOCKPILE STABILIZATION o NYSDEC STORM WATER MANAGEMENT DESIGN MANUAL, SECTION 5.1.6 "SOIL RESTORATION". SCALE: 0) 6. THE GRASS SEED BLEND SHALL BE AS SPECIFIED PROJECT MANUAL STRUCTURES IN UNPAVED AREAS 0 7. SEEDING RATE SHALL BE 8 LBS. PER 1000 SQ.FT. 3 SCALE: NONE 00 ID M DUST CONTROL NOTES: EDWIN L. VOPELAK, JR o DATE REVISIONS RECORD/DESCRIPTION DRAFTER CHECK APPR. UNAUTHORIZED ALTERATION OR P.E. 59238 ADDITION TO THIS DOCUMENT IS A 0 1. DUST SHALL BE CONTROLLED ON THIS PROJECT BY USE OF A WATER TRUCK. VIOLATION OF THE NEW YORK STATE EDUCATION LAW. EROSION & SEDIMENT CONTROL DETAILS N Q 2. THE QUALIFIED INSPECTOR WILL DETERMINE THE FREQUENCY OF WATER APPLICATION IN ORDER TO 2 °JCONTROL DUST. d�NE © 2017 Y� Q C.T. MALE ASSOCIATES AVIATION MALL CONNECTOR ROAD Y 3. CHEMICALS OR OTHER METHODS OF DUST CONTROL ARE PROHIBITED TO BE USED ON THIS PROJECT, �,4� ti. VOPFL 0 � DESIGNED: MAC PYRAMID MANAGEMENT GROUP, INC. UNLESS APPROVED BY NYSDEC REGION 5. a Q DRAFTED : MAC TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK w © CHECKED : EFG C.T. MALE ASSOCIATES p $ ,q PROJ. NO : 04.9368 C51 0 $ Engineering,Surveying,Architecture & Landscape Architecture, D.P.C. -�- o A�OF$SSIO�Py ® SCALE : AS SHOWN 50 CENTURY HILL DRIVE, LATHAM, NY 12110 n n SHEET 8 OF 11 in DATE : MAY 15 2017 518.786.7400 * FAX 518.786.7299 DWG. NO: 17- Q 0305