Loading...
pg 5j PERMANENT I OUTLET PROTECTION PERMANENT 6'L X 4.5'W X 12'T OUTLET PROTECTION CLASS A RIPRAP 61 X 4.5'W X 12"T ,CLASS A RIPRAP _--- --- I A I TE<MPORAEi-Y- - - \ / / D IVERSION DITCH r �\ - ',-431 - I / W/ U / I I I � 1 � r) / 1 \ 1 J I -- SEDIMENT SKIMMER BASIN SEE,'DETAIL SHEET f REINFORCED SILT FENCE. - OUTLET (TYP) 273)_ (PC 2007 PG - �- ��0' STORM pRpIN E-A¢S- jq LA DSCAPE BUFFER - SI-(TYP3"iPC 2 0 PG 2- 731 -----^rp- - _ SILTITREE 2.0' SKIMMER , - - -y\ �!\ PROTECTION 1.5 "¢RFiCE P� '92 FENCE (TYP) SEE DETAIL SHEET $� \ pN\ i O r / SILTFENCE,. (TYPICAL) �TEMPORARY DIVERSION DITCH I ' LET \`PROPOSED DIESECTLICK FACILITY / 10,00aSQFT / J-UTURE BUILDING / 55'X 73' / / I TEMPORARYI� CONSTRUCTION i T 2007 PG�73S i / FENCE i I GRAPHIC SCALE ( IN FEET ) 1 inch = 30 ft. MAINTENANCE PLAN 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN ALL MEASURES AS DESIGNED. 2. REMOVE SEDIMENT FROM BEHIND SILT FENCE WHEN DEPTH REACHES 6 -INCHES AT THE FENCE, REPAIR SILT FENCE AS NECESSARY TO MAINTAIN A BARRIER. 4. ALL SEEDED AREAS SHALL BE FERTILIZED RE SEEDED AS NECESSARY AND MULCHED ACCORDING TO PROJECT SPECS TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE GROWTH. 5. TOP DRESS CONSTRUCTION ENTRANCES WITH CLEAN STONE AS NECESSARY TO MAINTAIN PROPER FUNCTIONING. 6. REFER TO SPECIFIC DEVICE DETAILS FOR ADDITIONAL MAINTENANCE REQUIREMENTS. CONSTRUCTION SEQUENCE 1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS. KEEP A COPY OF THE APPROVED PLAN ON-SITE AND POST APPROVAL PLACARD. 2. NOTIFY NCDENR, ARCHITECT, ENGINEER AND OWNER REPRESENTATIVE AND CONDUCT PRE -CONSTRUCTION CONFERENCE AS REQUIRED PRIOR TO STARTING CLEARING OR ANY OTHER CONSTRUCTION. 3 INSTALL THE GRAVEL CONSTRUCTION ENTRANCE AND PERIMETER SILT FENCES CLEAR ONLY AS REQUIRED TO INSTALL THESE DEVICES. ONCE THIS IS COMPLETE, INSTALL THE SKIMMER BASIN AS INDICATED AND THE DIVERSIONS AND SLOPE DRAINS THAT DIRECT RUNOFF. INSTALL CHECK DAMS AS INDICATED AND INSTALL EROSION CONTROL MATTING IN ALL DIVERSIONS PLUS THE SKIMMER BASIN AND. SPILLWAY DISCHARGE AREAS. 4. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. 5. BEGIN ROUGH GRADING OF THE SITE. SEED AND STABILIZE SLOPES AS THEY ARE ESTABLISHED AND AS REQUIRED PER THE GENERAL PERMIT STABILIZATION REQUIREMENTS FOUND ON THIS SHEET. 6. INSPECT ALL MEASURES AND DEVICES WEEKLY AND AFTER ALL RAINFALL EVENTS, MAKE PROMPT REPAIRS AS NEEDED. 7. STABILIZE SITE IMMEDIATELY AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH VEGETATION, PAVING AND TEMPORARY DITCH AND SLOPE LINING AS REQUIRED BY THE GENERAL PERMIT STABILIZATION REQUIREMENTS FOUND ON THIS SHEET. PERMANENT GROUNDCOVER WILL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS (WHICHEVER IS SHORTER). STABILIZE ALL SLOPES 6:1 OR STEEPER WITH EROSION CONTROL MATTING. 8. ADDITIONAL EROSION MEASURES MAY BE NECESSARY DEPENDING ON THE PERFORMANCE OF THOSE SHOWN ON THE PLAN. THE CONTRACTOR WILL INSTALL ADDITIONAL MEASURES IF NECESSARY AS REQUIRED BY NCDENR, OWNER, ARCHITECT, OR ENGINEER. 9. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABIUZEDSALL FOR INSPECTION BY NCDENR. 10. WHEN SITE IS APPROVED BY NCDENR INSPECTORi__COVERT SKIMMER BASIN TO PERMANENT INFILTRATION DEVICE AND STABILIZE THIS AREA. 11. ONCE REMAINING VEGETATION IS ESTABLISHED, CALL FOR A FINAL INSPECTION BY NCDENR TO OBTAIN ACERTIFICATE OF COMPLETION AND REMOVE REMAINING PERIMETER MEASURES. GENERAL NOTES 1, THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL CODES IN OBSERVING EROSION. CONTROL MEASURES BOTH ON AND OFF-SITE. 2. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BY LOCAL AUTHORITIES OR THE ARCHITECT. 3. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS GENERATED DURING HIS PHASE OF WORK AND FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND/OR WASTE AREAS. 4. DISTURBED AREA: 2.50 ACRES 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANIN ANY TRACKED SOIL FROM ALL ADJACENT ROADWAYS THAT RE IMPACTED BY CONSTRUCTION TRAFFIC. THE OWNER RESERVES THE RIGHT TO REQUIRE THAT A WASH STATION BE. INSTALLED AT NO ADDITIONAL COST IF PAVEMENT AREAS ARE NOT KEPT CLEAN. 6. CONTRACTOR SHALL ABIDE BY ALL CONDITIONS OF THE GENERAL PERMIT TO DISCHARGE STORMWATER UNDER THE NATIONAL POLLUTANT I, DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT NO. NCG010000. 7. A PRECONSTRUCTION MEETING MUST. BE SCHEDULED PRIOR TO WORK, GRADING PERMIT AND INSTALLATION OF EROSION CONTROL. 8. UTILITY LOCATIONS ARE TO BE FOUND BY CALLING NC ONE CALL. - 9. ALL TEMPORARY MEASURES SHALL BE REMOVED AT THE END OF THE CONSTRUCTION OF THE PROJECT. 10. CUT AND FILL SLOPES SHALL BE STABILIZED AS REQUIRED BY THE GENERAL PERMIT STABILIZATION REQUIREMENTS FOUND ON THIS SHEET. 11. SILT FENCING SHALL BE INSTALLED AROUND THE PERIMETER SEPARATING EXISTING PEDESTRIAN TRAFFIC ARES. JI 12. ALL CUT AND FILL SLOPES ARE TO BE AT 2.5:1 MAXIMUM. 120 �O 7E / / NORFOLK ------ _ / SOUTHERN - NC RR HWY 42 VICINITY MAP -MAP NOT TO SCALE NCDENR SELF -INSPECTION PROGRAM THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TAKE EFFECT OCTOBER 1, 2010. THE SELF -INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF -INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. THE SELF -INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREADSHEET FROM THE LAND QUALITY WEB SITE, http://portal.ncdenr.org/web/Ir/erosion LEGEND SKIMMERSEDIMENTBASIN SEE DETAIL HEET TEMPORARY CONSTRUCTION ENTRANCE SEE DETAIL SHEET PERMANENT OUTLET PROTECTION DWQ CONSTRUCTION GENERAL PERMIT STABILIZATION REQUIREMENTS STABILIZAT ION TIMEFRAMES SEE DETAIL SHEET _ DIVERSION DITCH / BERM u SEE DETAIL SHEET Perimeter dikes, swales, ditches, slopes SILT/TREE PROTECTION FENCE h SEE DETAIL SHEET �Ery INLET PROTECTION •. �� SEE DETAIL SHEET h REINFORCED SILT FENCE OUTLET 7 days SEE DETAIL SHEET esw u�ne DISTURBED LIMIT LINE r r FINAL CONTOUR 14 days EXISTING CONTOUR DWQ CONSTRUCTION GENERAL PERMIT STABILIZATION REQUIREMENTS STABILIZAT ION TIMEFRAMES 4EffEctw*-^ U0.3 201 IF SITE AREA DESCRIPTION STABILIZATION u Perimeter dikes, swales, ditches, slopes 7 days h MM aFi4fsa.. j �Ery :. High Quality Water (HOW) Zones 7 daps h .- Stapes steeper than 3:1 7 days 0 r r Slopes 3:1 or flatter 14 days x 7 All other areas with slopes flatter than 4:1 14 days N a SEAL W`Pr- cn s 02606 ? 0 � a J N Ln U ° z Ce U O Z U z 2 Z U) W } 0 Z a (n wLLU n H LL W z z z �JOQ O Q U Q z . U Hz O �O aI O z I Z LU ! U o LLJ U0 JOB NO. 39642 1 SHEET NO. 04.01 u 0 N �Ery E W U E 0 ~ r 3 x W Lu 'ru U W. N ¢W - -m Z du.ry uj o O CC CL M O U J n X U) W C" Z O _ r .E U) 0 %6 to GO w LLI % M rn J W W H 0 � a J N Ln U ° z Ce U O Z U z 2 Z U) W } 0 Z a (n wLLU n H LL W z z z �JOQ O Q U Q z . U Hz O �O aI O z I Z LU ! U o LLJ U0 JOB NO. 39642 1 SHEET NO. 04.01 0 x 0 LLI W F a � Z O DATE Cr 06/13/2017 O DRAWN BY TSG • DESIGNED BY • TSG • CHECKED BY FC • • SCAALL E 1" = 30' 0 � a J N Ln U ° z Ce U O Z U z 2 Z U) W } 0 Z a (n wLLU n H LL W z z z �JOQ O Q U Q z . U Hz O �O aI O z I Z LU ! U o LLJ U0 JOB NO. 39642 1 SHEET NO. 04.01