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HomeMy WebLinkAboutNCC212004_Site Plan or Location Map_20210405ROUND STABILIZATION FOR DWO REQUIREMENTS: SITE AREA DESCRIPTION STABILIZATIO STABILIZATION TIME FRAME N TIME EXCEF'TiONS FRAME . PERIMETER DIKES, SWALES, 7 DAYS NONE DITCHES, AND SLOPES HIGH QUALITY WATER (HQW) 7 D AYS NONE ZONES SLOPES STEEPER THAN 3: 1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE . NOT STEEPER THAN 2: 1, 14 DAYS ARE ALLOWED SLOPES 3: 1 OR FLATTER 14 DAYS 7- DAYS FOR SLOPES . GREATER THAN 50 FEET IN LENGTH ALL OTHER 'AREAS WITH SLOPES 14 DAYS NONE (EXCEPT FOR FLATTER THAN 4: 1 PERIMETERS AND HQW ZONES) GENE RAL NOTE: AT THE START OF GRADING INVOLVING THE LOWERING OF THE EXISTING GRADE AROUND A TREE OR STRIPPING OF TOPSOIL, A CLEAN, SHARP, VERTICAL CUT SHALL BE MADE AT HE EDGE OF THE TREE PROTECTION T E AREA DEFINED IN SECTION 4,3.13 (A) AT THE SAME TIME AS OTHER EROSION CONTROL MEASURES ARE INSTALLED. THE TREE PROTECTION L I FENCING SHALL, BE INSTALLED ON THE SIDE OF THIS CUT. FARTHEST AWAY FROM THE TREE TRUNK. =CONTROLCONTROL NOTES: SHEET FOR CONSTRUCTION DETAILS OF THE PROPOSED EROSIONRES TO BE USED IN THE DEVELOPMENT OF THIS .SITE.L SHEET FOR TEMPORARY AND PERMANENT SEEDING SCHEDULES FORND COVER THE FOR THE DEVELOPMENT. SURVEY NOTE NC GRID COORDINATES ESTABLISHED BY GPS METHODS. HORIZONTAL COORDINATES NO GRID NAD83(2007) AND ELEVATIONS NAVD88 DATUM. GENERAL NOTES NOTE TO CONTRACTOR: 1. THE CUNTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS; EQUIPMENT, NORTH CAROLINA CONSTRUCTION GENERAL PERMIT NOTE THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND THE EROSION ETC. THAT MAY BE REQUIRED. . CONTROL INSPECTOR OF THE LOCATION OF ANY OFF -SITE BORROW SOURCE As of April 1, 2019, all new construction activities ore required to complete and submit on electronic Notice P q P OR OFF -SITE WASTE MATERIAL DISPOSAL SITE. OFFSITE DISTURBANCES - 2. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE SCHEMATIC IN NATURE AND DO NOT of Intent (N01) form requesting a Certificate of Coverage (COG) under the NCG010G00 Construction Stormwater COUNT TOWARDS THE OVERALL PROJECT DISTURBED AREA AND MUST BE SHOW EVERY OFFSET TRANSITION, FITTING ETC. THAT MAY BE REQUIRED FOR A COMPLETE A Q AND WORKING SYSTEM. General Permit. This form MUST be submitted prior to the commencement of any land disturbing activity, on COVERED Y E M B THE PERMIT FOR IH15 PROJECT AND/OR THE PERMIT FROM the above named project. The NGI form may be accessed at deq.nc.gov/NCGO1. Please direct questions about ANOTHER ACTIVE TOWN OF SOUTHERN PINES OR NCDEQ PERMITTED SITE THAT IS APPROPRIATE FOR THE INTENDED USE (I.E. APPLICABLE MINING 3. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS, the N01 form to Annette Lucas at Annetie.lucasOncdenr.aov Or Paul Clark at Paul.clark®ncdenr.00vI RE UIREMENTS . NO OFF -SITE ACTIVITIES SHALL OCCUR UNTIL THE PERMIT Q ) FOR THIS PROJECT HAS BEEN MODIFIED TO INCLUDE THE AFFECTED AREAS . 4. CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF DRAWINGS TO RECORD THE EXACT After you submit a complete and correct N01 Form, a COC will be emailed to you within three business days. Y p Y Y OR IT HAS BEEN VERIFIED WITH THE EROSION CONTROL INSPECTOR THAT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE initially, DEMLR will not charge a fee for coverage under the NCGO1 permit. However, on or after May 1, THE OFF -SITE AREAS ARE COVERED UNDER ACTIVE APPLICABLE TOWN OF. ENGINEER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER IO 2019, a $100 fee Will be charged annually. This fee is to be sent to the DEMLR Stormwater Central Office THE OWNER. g Y SOUTHERN PINES OR NCDEQ PERMITS, staff in Raleigh. 5. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE Title 15A NCAC 40 ,0118(a) and the NCG01 permit require that the following documentation be kept on file of . MADE WITHOUT THE WRITTEN PERMISSION OF THE OWNER. the job site: 1. The approved E&SC plan as well as any approved deviation. . . 6. THE CONTRACTOR MUST, AT ALL TIMES, KEEP THE PREM15ES FREE FROM ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES OR HIS WORK. ALL DEBRIS 2• The NCGOI permit and the COC, once it is received. SHALL BE REMOVED FROM THE PROJECT SITE ON A DAILY BASIS. 3. Records Of Inspections made during the previous 30 days. . r EROSION CONTROL NARRATIVE STOCKPILE ADDITION, SOUTHERN PINES, NC CONTRACTOR WILL FIRST INSTALL THE CONSTRUCTION ENTRANCE, THE CONTRACTOR SHALL THEN MOBILIZE ON SITE AND INSTALL THE TEMPORARY EROSION CONTROL DEVICES INCLUDING SILT FENCE, SILT FENCE OUTLETS, AND OTHER DEVICES IN ACCORDANCE WITH THE PLANS (CLEARING ONLY AS NECESSARY TO INSTALL THESE ITEMS). BEGIN DEMOLITION, CLEARING AND SITE GRADING OPERATIONS, STABILIZATION OF EARTHEN STRUCTURES IS REQUIRED IMMEDIATELY AFTER INSTALLATION. ALL DISTURBED AREAS WILL BE DRESSED AND SEEDED. ALL ACCUMULATED SEDIMENT BEHIND SILT FENCE AND OTHER SEDIMENT DEVICES SHALL BE REMOVED AND DISPOSED OF IN A LAWFUL MANNER. ACCORDING TO THE GROUND STABILIZATION REQUIREMENTS ON THIS SHEET, REMOVE ALL REMAINING SEDIMENT CONTROL MEASURES FROM THE SITE. CONTRACTOR SHALL MINIMIZE THE LENGTH OF TIME BETWEEN INITIAL LAND DISTURBANCE AND FINAL VEGETATION. STABILIZATION OF THE SITE, . THE PROPOSED EROSION AND SEDIMENT CONTROL MEASURES ARE INTENDED TO TRAP ANY STORMWATER RUNOFF FROM THE CONSTRUCTION SITE AND DETAIN IT LONG ENOUGH FOR SEDIMENT AND POLLUTANTS TO SETTLE OUT OF THE STORMWATER BEFORE DISCHARGE. VARIOUS EROSION CONTROL MEASURES ARE USED TO PREVENT POLLUTANT -LADEN STORMWATER RUNOFF FROM FLOWING ONTO ADJACENT PROPERTIES GROUND COVER REQUIREMENTS . THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE . . THAT CAN BE RETAINED BY VEGETATOE COVER OR OTHER ADEQUATE . . EROSION -CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED . WILL ACCORDING TO THE FOLLOWING CHART BE PLANTED OR OTHERWLSE PROVIDE D . WITH TEMPORARY OR PERMANENT GROUND COVER DEVICES OR STRUCTURES . SUFFICIENT TO RESTRAIN EROSION. PROVISIONS FOR PERMANENT GROUNDCOVER SUFFICIENT TO RETAIN EROSION MUST BE ACCOMPL15HED FOR ALL DISTURBED AREAS ACCORDING TO THE FOLLOWING CHART FOLLOWING COMPLETION OF CONSTRUCTION OR . DEVELOPMENT. . '_1 \L _ �� \ 1 5\ ,\ `♦ \�\ ~ `� \ ` '�_, \ \ \\ \\ // I y1 1\ \1 ` i \I \\ Il 1 I 11 I }� r� . ,am IIIIIIIIIIIIIIIiI�11 &IIII in �yy �_�_ __ __ -- \ �� \\ \\ \ �� ;� \\ \\ 1\ , \ \ l i ' \ \ �� j / . I I l I I I 1 FUTURE PHASE 3 / / . \ , \ 1 \ \ \ \ C) ♦ \ \ \ ` \ \\ \\ ! \\ ,� 1 l \ , , I / / / // I 4 \ .ft�10;_av\I \ j f r AGE PROPERTY LINE () \ \ I \ \,0\ \ y , ` ` \ \ \ ' 4 / / 1 t � ' I / / / / / j I �- ` -~ \ G� �` fr I / \ i/ \ / XISTING 52' GAS \\ `\ \ , �I 1 1 ` ! j J' /I / / f / / / l �`t \ 4 i h 1 EASEMENT \ ) I ! ! L ! \ Cf- ~ , EXISTING UNDERGRDDN / / I \ / 2 \ . /\\ j I � 1` \ ` \ 1 + // // // / / . .' I . I 1 - ._ -v ELECTRIC LINES I t ftw 1 \ G // / V / 1 \ \ 4 I I 1 / / ( / y T _ 1; IMITS OF ! I I I / / 1 y ��ZzZ / �_,Oq- / . / DISTURBANCE y I ! / L, \ / / . 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EROSION &SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE (COG) MUST BE OBTAINED BEFORE 1, THE EROSION AND SEDIMENTATION CONTROL MEASURES BMPS WERE DESIGNED USING THE NORTH CAROLINA NCDEQ & ( ) AND LAND DISTURBING ACTIVITIES OCCUR. THE COC CAN BE OBTAINED BY FILLING OUT THE ELECTRONIC NOTICE OF TOWN OF SOUTHERN PINES REQUIREMENTS AND SHALL BE INSTALLED ACCORDINGLY, CONTRACTOR SHALL PERFORM ALL INTENT (e-NOI) FORM AT deq.nc.9ev/NCGO1, PLEASE NOTE, THE a-NOI FORM MAY ONLY BE FILLED OUT ONCE THE ACTIVITIES. IN STRICT COMPLIANCE. WITH THE NORTH CAROLINA NPDES GENERAL PERMIT TOR STORM WATER DISCHARGES PLANS HAVE BEEN APPROVED, A COPY OF THE E&5O PERMIT, THE COO, AND A HARD COPY OF THE PLAN MUST FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES (GENERAL PERMIT). BE KEPT ON --SITE PREFERABLY !A A PERMITS BOX AND ACCESSIBLE DURING INSPECTIONS. 2, REFER TO THE EROSION AND SEDIMENT CONTROL DETAIL SHEETS FOR EROSIGN CONTROL DETAILS AND DESIGN TABLES 2. CONTACT IOWA OF SOUTHERN PINES BEFORE ANY LAND DISTURBANCE OCCURS. FOR SEDIMENT BASINS, DIVERSION DITCHES, AND CULVERTS, SLOPE DRAINS, RIP -RAP APRONS AND OTHER EROSION CONTROL MEASURES, 3. CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS HAVE BEEN RECEIVED AND THAT THOSE REQUIRED TO BE DISPLAYED ON --SITE ARE AVAILABLE. 3. EXISTING BOUNDARIES, TOPOGRAPHY, 100-YR FLOODPLA€N, UTILITY AND ROAD INFORMATION TAKEN FROM AN EXISTING , CONDITIONS SURVEY, ALL EXISTING INFORMATION IS TO BE FIELD VERIFIED BY THE CONTRACTOR. 4. CONTRACTOR SHALL HOLD A PRE -CONSTRUCTION MEETING AT LEAST 48 HOURS BEFORE THE ACTUAL START OF CONSTRUCTION, CONTACT TOWN OF SOUTHERN PINES INSPECTOR. 4. SEE THE LANDSCAPE PLAN FOR LOCATIONS OF PROPOSED PLANTINGS AND FINAL STABILIZATION. 5. CONTRACTOR SHALL CONTACT CAROLINA ONE CALL AND ALL ENTITIES HAVING BURIED UTILITIES AT LEAST 72 HOURS 5, TEMPORARY DIVERSION DITCHES AND BERMS SHALL BE MAINTAINED AS THE SITE IS BROUGHT TO GRADE. PRIOR TO DIGGING OR AS DIRECTED AT THE PRE -CONSTRUCTION MEETING. 6, DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION. 6. CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES AT EACH POINT OF ACCESS TO STORAGE AND THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE EROSION CONTROL INSPECTORS SO THAT PERIODIC CONSTRUCTION AREAS. EROSION COWTR04 MEASURES SHALL 6E INSTAllE0 PRIOR TO D£MOL1110N ANO TREE INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION. M 1?E0 YAZ OPER4TONS 7, SEE THE GENERAL NOTES SHEET AND THE GRADING AND DRAINAGE PLAN FOR OTHER NOTES REGARDING GRADING 7. INITIAL PHASE SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH PLANS BEFORE ACTIVITIES. STARTING WORK INCLUDING SILT FENCE, SILT FENCE OUTLETS, ETC., CLEARING ONLY AS NECESSARY FOR THE INSTALLATION OF THESE MEASURES. 8. SEE SITE PLAN, GRADING AND DRAINAGE PLAN, UTILITY PLAN, PLANTING PLAN AND OTHER PLAN SHEETS FOR DETAILED DESIGN INFORMATION OF PERMANENT SITE APPURTENANCES SHOWN ON THIS SHEET. . CONTRACTOR SHALL INCLUDE A RAIN GAUGE AND LOG BOOK CONTAINING THE INSPECTION RECORDS FOR THE SITE 9. WHERE THE LIMITS OF DISTURBANCE AND TEMPORARY FENCE (SF, SF-PF, OR PF) LIMITS ARE ADJACENT, THE ALL DEMOLITION DEBRIS G TO 00 TO AN APPROVED LANDFILL OR RELATED FACILITY TEMPORARY FENCE LINE IS THE LIMITS OF DISTURBANCE. THE LINE TYPES ARE SHOWN SEPARATED FOR ILLUSTRATIVE PURPOSES ONLY. INSTALL SILT FENCE AROUND LAY-DOWN/STAGING AREA AS SHOWN . 10. CONTRACTOR SHALL NOT DISTURB ANY EXISTING VEGETATIVE GROUND COVER .OR TREES OUTSIDE OF THE LIMITS OF 8. CONTRACTOR SHALL DIUGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES, DISTURBANCE OR WITHIN ANY REQUIRED BUFFER LIMITS UNLESS OTHERWISE NOTED OR ILLUSTRATED. ALE. APPLICABLE £&5 CONTROL MEASURES MUST 9E MAINTAINED UNTIL PERMANENT V£GErATION IS ESIABLISH£D. 1 £. PROVIDE CONTROLS OF POLLUTANTS, INCLUDING, BUT NOT LIMITED TO DUST CONTROL, DE -WATERING, SOLID WASTE DISPOSAL, AND HAZARDOUS MATERIALS. 9, STOCKPILE RIP -RAP ON SITE AND INSTALL ALL EROSION CONTROL MEASURES WHERE THE WORK IS OCCURRING, ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE ENGINEER OR UPON RECOMMENDATION OF TOWN 12. CLEAR ONLY AS REQUIRED TO INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES. MASS CLEARING AND OF SOUTHERN PINES INSPECTION PERSONNEL AS CONDITIONS WARRANT. GRUBBING CAN BEGIN ONLY AFTER ALL DOWNSTREAM MEASURES HAVE BEEN INSTALLED. 10. ALL DISTURBED AREAS SHALL HAVE GROUND STABILIZATION BY THE CONTRACTOR ACCORDING TO THE CHART ON THIS 13. USE ROCK OR WASHED STONE TO BRING CONSTRUCTION EXIT TO GRADE. IMPLEMENT WHEEL WASHES AS NECESSARY SHEET, THROUGHOUT ALL PHASES OF CONSTRUCTION. . 11. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE. 14, DIVERT STORM WATER RUNOFF OFF THE FACE OF THE SEDIMENT BASIN SLOPES USING DIVERSION DITCHES AND SLOPE DRAINS. CONTRAGIOR SHALL MAINTAIN AN➢ RELOCATE DIVERSION DITCHES AND SLOPES DRAINS TO ENSURE STORM 12, UPON COMPLETION OF THE INSTALLATION AND WITH APPROVAL OF TOWN OF SOUTHERN PINES, ALL EROSION CONTROL WATER RUNOFF DOES NOT ERODE THE FACE OF FINAL SLOPES. DEVICES SHALL BE REMOVED AND DISPOSED OF IN AN ACCEPTABLE MANNER. EACH SECTION SHALL BE SEEDED/MULCHED IMMEDIATELY AFTER INSTALLATION OF PIPE, STRUCTURE, OR ACCESS. COORDINATE WITH THE 15. MAINTAIN POSITIVE FLOW TO THE SEDIMENT BASINS THROUGHOUT ALL PHASES OF CONSTRUCTION, PLACE EXCAVATED EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURES. SOILS ALONG DOWNSTREAM EDGE OF THE DIVERSION DITCHES TO PROVIDE ADDITIONAL CAPACITY. 13. ONCE GROUND COVER IS FIRMLY ESTABLISHED, ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED 16. REFER TO THE. GRADING AND DRAINAGE PLAN FOR FINAL SITE AND PAVEMENT GRADES AND ELEVATIONS OF THE WITH THE APPROVAL OF TOWN OF SOUTHERN PINES INSPECTOR, PROPOSED STORM SEWER SYSTEMS. 14. ALL EROSION CONTROL MEASURES SHALL 9E CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION & SEDIMENT 17. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED BY GOVERNING CONTROL PLANNING AND DESIGN MANUAL, NCDOT, U.S. DEPT. OF AGRICULTURE, AND TOWN OF SOUTHERN PINES AUTHORITIES. THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO THE APPROVED EROSION AND SEDIMENT STANDARDS. CONTROL DRAWINGS DURING CONSTRUCTION OPERATIONS. . 15. WHEN THE PROJECT IS COMPLETE, THE PERMITTEES SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC PLAN, AFTER 18, GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY, . DEMLR INFORMS THE PERMITTEE OF THE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE PERMITTEE SHALL VISIT deq:nc.gov/NCGO1 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION (e-NOT), A $100 ANNUAL GENERAL PERMIT 19, ALL WORK SHALL BE CONFINED TO PERMIT LIMITS SHOWN ON PLANS. UNLESS OTHERWISE NOTED, THE SITE PLAN 111 FEE WILL BE CHARGED UNTIL THE a -NOT HAS BEEN FILLED OUT. PROPERTY LIMITS SHALL BE CONSIDERED THE FERMI T LIMITS. 20, SUFFICIENT EROSION CONTROL PRACTICES MUST BE INSTALLED AND MAINTAINED TO RETAIN SEDIMENT WITHIN THE BOUNDARIES OF THE SITE. NOTE TO CONTRACTOR: 21. ADDITIONAL EROSION CONTROL MEASURES OR SILT BARRIERS TO BE PLACED AS SHOWN AND/Oft DIRECTED BY THE PROJECT ENGINEER AND/OR LOCAL JURISDICTIDNAL INSPECTOR, EROSION, CONTROL MEASURES TO BE INSTALLED PRIOR TO THE 22. FOR ALL CONSTRUCTION ALONG AND/OR ACROSS WATERWAYS, BANK PROTECTION AND STABILIZATION SHALL BE - BEGINNING OF DEMOLITION & TREE REQUIRED AS PER LOCAL JURISDICTIONAL EROSION CONTROL LAWS. REMOVAL 23. ALL TREE PROTECTION AND EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCING CONSTRUCTION AND SHALL BE MAINTAINED IN PROPER WORKING ORDER UNTIL ALL DISTURBED AREAS ARE STABILIZED AND GROUND COVER tS ESTABLISHED. CONSTRUCTION ENTRANCE PADS SHALL BE INSTALLED BY THE CONTRACTOR AT CONSTRUCTION ACCESS POINTS PRIOR TO LAND DISTURBANCE. 24, ALL EASEMENTS DISTURBED MUST BE DRESSED AND GRASSED TO CONTROL EROSION IN ACCORDANCE WITH EASEMENT PLATS PRIOR TO ACCEPTANCE. 25. CONSTRUCTION LIMITS SHALL NOT BE EXCEEDED WITHOUT THE APPROVAL OF TOWN OF SOUTHERN PINES OR NCDEQ. 0 25 . 50 GRAPHIC SCALE: 1 INCH = 50 FEET EROSION CONTROL NOTES 1, TOTAL SITE AREA = 1,17 ACRLS TOTAL AREA DISTURBED = 1.17 ACRES . SOIL TYPE = AILEY LOAMY SAND, CANDOR SAND AND VAUCLU5E LOAMY SAND . 2. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE . NCUEQ & TOWN OF SOUTHERN PINES EROSION AND SEDIMENT CONTROL HANDBOOK 3, THE CONTRACTOR SHALL INSTALL AND MAINTAIN THROUGHOUT THE PROJECT CONSTRUCTION ALL EROSION CONTROL MEASURES SHOWN WITHIN THESE PLANS IN ACCORDANCE WITH APPLICABLE NORTH CAROLINA EROSION AND SEDIMENT . CONTROL REGULATIONS, 4. CONSTRUCTION WORK SHALL BE IN COMPLIANCE WITH REGULATIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) STORM WATER GENERAL PERMIT. 5. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO CLEARING AND/OR LAND DISTURBANCE, 6. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. . 7, THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE NCQEQ & TOWN OF SOUTHERN . PINES EROSION CONTROL INSPECTOR SO THAT PERIODIC i4PECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES. Or CONSTRUCTION, 8. APPROVAL OF THIS PLAN 15 NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS, A REVISED . PLAN SHOWING OFF -SITE IMPACTS SHOULD BE SUBMITTED AND APPROVED PRIOR TO ANY OFF -SITE GRADING. CONTACT PROJECT ENGINEER AND PROJECT EROSION CONTROL INSPECTOR TO ENSURE ADDITIONAL EROSION CONTROL MEASURES ARE INSTALLED PRIOR TO OFF -SITE GRADING. 9. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO OFF -SITE BORROW OR WASTE AREAS, STAGING OR STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND TO NCDEQ & TOWN Or SOUTHERN PINES FOR APPROVAL, CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A COPY OF THE AMENDED PERMIT. 10. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED WHEN AND AS . NECESSARY, AND SHALL BE CHECKED AFTER EVERY RAINFALL. SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RE-EEDED AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS. 11. STABILIZATION IS THE BEST FORM OF EROSION CONTROL ALL DISTURBED AREAS WHICH ARE NOT OTHERWISE STABILIZED SHALL BE TOP SOILED AND SEEDED, TEMPORARILY OR PERMANENTLY IN ACCORDANCE WITH THE NCDEQ & TOWN OF SOUTHERN PINES SEDIMENT CONTROL REGULATIONS. PERMANENT SEEDING AND GRASS ESTABLISHMENT !S REQUIRED PRIOR TO PROJECT COMPLETION AND ACCEPTANCE. . 12. WHEN A CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR HAS BEEN PUSHED INTO THE SOIL BY CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL TO THAT OF THE ORIGINAL APPLICATION. . 13. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL CONSTRUCTION STAGING AREA ENTRANCES AND ALL CONSTRUCTION ACCESS LOCATIONS INTO NON -PAVED AREA. SIX INCHES OF STONE SHALL BE USED FOR THE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE. 14. ALE DRAINAGE INLETS SHALL BE PROTECTED FROM SILTATION, INEFFECTIVE PROTECTION DEVICES SHALL BE IMMEDIATELY REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN ACCEPTABLE METHOD OF CLEANING, 15. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP . . SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UP -SLOPE LAND DISTURBANCE TAKES PLACE. 16. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STAB€LIZATION IS COMPLETED. 17. DURING DE -WATERING OPERAT05, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING OUTLET. 10. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT, ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY, Know what's below Call before you dig r Q, BEFORE YOU DIG S T P CALL 1 800 632-4949 N.C. ONE -CALL CENTER IT'S THE LAW EROSION CONTROL LEGEND REFER TO DETAIL SHEET FOR CONSTRUCTION REQUIREMENTS . TEMPORARY SILT FENCE OUTLET SF TEMPORARY SILT FENCE -LOB LOD LIMITS OF DISTURBANCE 0 V) W . Q W I_ I s, :. , , i e% :: CONSULTANT. TRIANGLE SITE DESIGN PL LC 4004 BARRETT DR, STE 101 RALEIGH, NC 27609 (919) 553--6570 mlowder@irianglesitedesign.com LICENSE #P-0619 $0,11, � ttA+�41 0 CAR '• D ''FE5570 2 0 I O ► • a� y9< , SEAL , 24434 ,I t 4 . •I 4 �/ a' . t .. �:* 31 s '.GI,NI,E . r�4.* , • • °0 #j ° �P+1�M�s►rr r OWNER/DEVELOPER: Caropine Ventures, LLC AM. Perry Shelley 2709 Thorngrove Court, Suite 1 Fayetteville, NC 28303 (910)864-1125 perrys®c-sprop.com . 86 S_ V) ® • C w�../ . -i--- O W �0 0 � -0 U � � (n_< (1) S O 0 -s- n V -I,- 0- . - -- .0 4_ L_ Q_ O a) O 'n _�,z w -E- U Z3 O �_ pI (1) � 0_ v 0 This document, together with the concepts and designs presented herein, as an instrument of services, is intended only for the specific purpose and Client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Triangle Site Design, PLLC shall be without liability to Triangle Site Design, PLLC. ztIZI- 0 w Drawn Checked Approved Project No: 052005 Date: February 4, 2021 Title EROSION CONTROL PLAN STOCKPILE 0" AN O w Sheet No. i r r :vr w, i ,.... , ,: , :�. i ., '11­­': u. .. a. ---- a .. x ,. . , .. .... . ­ - r �e'm: ra-.. � , : t i- .. MSS i f. if6. i .,. , £ .. x i a N Ir 5 1.. n ., tl ....:.. . _. ,r M v ., f.nr , i..,. .. . :. ... .. , ... _ .. ..a.. s... .. .,... .. < ... ... _ N ^v, .Tg .. .� i . -fi• hRl . ftb8! . . . .. ... . ., .. .. _. > ..: .. ... i. ..f .. .. ✓ b q v .i . .. r . , .... , ui-:.-� , i v ....