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Home My WebLink AboutNCC230767_Site Plan or Location Map_20230321?ASH AYGf a 13 "ASH 7A T FENCE OUT 5. / "` ��1 �S00* I I I 1 C i AR i i ► a rn STONE CHECK DAM �♦ ® ,♦ / Ii POROUS BAFFLE - - - - - - - ��`!,�� `� CONSTRUCTION I ENTRANCE ,® .� 0 cj ► TRASH ANS ®� / S� -- fA too POR Y STONE �A i ► CLJ H CK D M @ 100' i \ \ 1 INT VA S, TYP POND ,�� ' S CY) O / 5. _ O 7.0 CONCRETE \ --- ---- -- - ----- + I i SHDOW 5. \ SILT F CEO TLE , TYP * \ ■�oll some VW a EMPOR Y SILT CH #2 I 371 ` ILL. k R IF] --- --- - - 00 r\ \ co IL LACE ROLLED MATI136.50 z 366.50 1 EROSION CONTROL 4 A 1 1 1 1 EARTH BERMS TYP (' ' ONSTRUCTION ' \ II LAYDOWN & „11 1 I I I11 1 II �II • RAGE AREA 1 111 I 5• III111II II II 1 I I OROUS BAFF ES III 1 ------ ------------------ � I I1 I I 8 I I I11 1 I I I I O L CONSTRUCTION TRAILER U) I I I t i - .. - .. _I..I_i .I. i 8.9 / W/ RAIN GAUGE & / TEMPORARY SEDIMENT BASI II �� RECORDS BOX 11 I I 1 I I11 I II I .so 1 1 111 1 1 I I I11 1 I I � ` II 11 3 15.75 I I I11 1 II II 6 PERFORATr3 SKIMMER 66 I I _ I I 1367.30 - - ------367.60- 7.30 r t� J -�----- -! 66.50 369.0:tJ::J:J:t / 7 --- I 367 00 / / - 41 IN 1 I 1 \ INN \ mot' ♦ .� i 1 1� y IN 32 1 h \�\�j Q `` ` '� oo� o� �' ' �' ' \ OP INLE PROTECTION IN IN I \ `. \ TYP Fysj�NF '�FT,q/iy�N ER❑SI❑N CONTROL PLAN LEGEND EXISTING PROPOSED - PROPERTY LINE - - BUILDING SETBACK LINE 10' CONTOUR 610 2' CONTOUR ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,608,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, C❑NSTRUCTI❑N ENTRANCE DROP INLET PR❑TECTI❑N STORM DRAINAGE LINE TREE PR❑TECTI❑N FENCE TF LIMIT OF DISTURBANCE - - - uD - - - DUAL-PURPOSE SILT FENCE/ TREE PR❑TECTI❑N FENCE TREE LINE SILT FENCE OUTLET SILT DITCH ..................... CARD❑W INDICATES FL❑W) -•- - - - -•-•-•-•-•- PHASING LEGEND PHASE 1 LIMITS (BOUNDARY) I PHASE 1 UTILITY OR DRAIN 0 ER❑SI❑N CONTROL C❑NSTRUCTI❑N SEQUENCE: ALL WORK SHALL CONFORM TO NCDEQ REQUIREMENTS 1, ❑BTAIN ER❑SI❑N AND SEDIMENT CONTROL (E&SC) PERMIT AND CERTIFICATE OF COVER (C❑C) BEFORE ANY LAND DISTURBING ACTIVITIES OCCUR, C❑PIES OF THE E&SC PERMIT, C❑C, A HARD COPY OF THE E&SC PLANS MUST BE KEPT ON SITE, PREFERABLY IN A PERMITS BOX, AND ACCESSIBLE DURING INSPECTI❑N, 2, N❑TIFY DEQ REGI❑NAL ❑FFICE AT LEAST 72 HOURS PRI❑R TO C❑MMENCING LAND DISTURBING ACTIVITY AT 919-791-4200, 3, CALL LQS AT 919-791-4200 TO SCHEDULE PRE -CON AND FOR N❑TIFICATI❑N OF PROJECT START UP, PR❑VIDE ESC C❑❑RDINAT❑R'S NAME AND PHONE NUMBER (MICHAEL HAMMERSLEY, 919-401-8586) TO NCDEQ AND ENGINEER OF RECORD, 4, SITE SHALL BE INSPECTED, AT MINIMUM WEEKLY AND F❑LL❑WING SIGNIFICANT RAINS OF V/24 HOURS OR GREATER, REPORTS SHALL BE GENERATED FOR ALL INSPECTI❑NS AND ACTI❑NS USING ST❑RMWATER INSPECTI❑N FORM NCGO10000-LAND DISTURBING ACTIVITIES, 5, APPROVED C❑PIES OF E&SC PLANS, PLAN APPROVAL LETTER WITH ANY M❑DIFICATI❑NS OR PERFORMANCE RESERVATI❑NS, ANY 401/404 D❑CUMENTATI❑N, AND A MINIMUM OF THE PAST 30 DAYS OF SELF-INSPECTI❑N REPORTS SHALL BE KEPT ON SITE UNTIL PROJECT IS CLOSED OUT BY NCDEQ, 6, INSTALL RAIN GAUGE ON SITE, 7, GRADE AND INSTALL C❑NSTRUCTI❑N ENTRANCE(S), 8, TIRE WASH EQUIPMENT/STATI❑N IS RECOMMENDED DURING ALL PHASES OF C❑NSTRUCTI❑N, CGS 113A-57(3), 15A NCAC 04B ,0113) 9, INSTALL PERIMETER PR❑TECTI❑N (SILT FENCE, TREE PR❑TECTI❑N, INLET PR❑TECTI❑N, ETC,) 10, CLEAR ENOUGH AREA TO INSTALL SKIMMER BASINS AND SEDIMENT DIVERSI❑N DITCHES, E O ISH CURB 11, INSTALL DIVERSI❑N DITCHES IMMEDIATELY AFTER SKIMMER BASINS ARE SID LK - CONSTRUCTED, REM E SIDEWA 12, SKIMMER BASIN AND DIVERSI❑N DITCHES ARE TO BE STABILIZED WID H F NEW C IMMEDIATELY, & MI 9 'EA SIDE 13, INSTALL INLET PR❑TECTI❑N AROUND EXISTING INLETS, 14, BEGIN CLEARING AND L❑GGING ❑PERATI❑NS, 15, MAINTAIN ALL E&SC MEASURES UNTIL ALL UPGRADE DRAINAGE AREAS HAVE BEEN STABILIZED WITH THE ESTABLISHMENT OF PERMANENT VEGETATI❑N, 16, INSTALL NEW STORM DRAIN LINES, 17, ADD INLET PR❑TECTI❑N AROUND NEW INLETS 18, MAINTAIN ER❑SI❑N CONTROL MEASURES IN ACCORDANCE WITH NCDEQ STANDARDS AND MANUFACTURER'S REC❑MMENDATI❑NS, 19, INSPECT AND MAINTAIN ALL SEDIMENT & ER❑SI❑N CONTROL MEASURES AFTER EACH 1' OR GREATER STORM EVENT 20, TEMPORARY SKIMMER BASINS TO BE DEWATERED USING A FILTER BAG AND PUMP, 21, ALL SEDIMENT MUST BE CLEANED UP USING DRY METHODS CIE NO WASHING SEDIMENT OFF ROADWAYS) 22, COVER ALL AREAS THAT WILL BE UNW❑RKED FOR MORE THAN SEVEN DAYS WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUIVALENT, ALSO, COVER AREAS BEFORE MAJOR STORM EVENTS, 23, STABILIZE ALL AREAS WITHIN 7 DAYS OF REACHING FINAL GRADE, 24, BARE S❑ILS BETWEEN DOWNSTREAM TOE OF SEDIMENT BASINS OR DIVERSI❑NS AND PERIMETER SILT FENCE WILL BE SEEDED, MULCHED AND INLET PF�,OTECTIO� TACKED, CGS 113A-57C3), 15A NCAC ❑4B ,0113) 3 25, UPSTREAM AND DOWNSTREAM SEDIMENT BASIN SLOPES WILL BE COVERED WITH A SUITABLE RECP AFTER SEEDING, CGS 113A-57(3), 15A NCAC 04B 5 ,0113) 26, INACTIVE AREAS SHALL BE STABILIZED/PR❑VIDED WITH GROUND COVER WITHIN 7 DAYS. 1Q' R� 27, SEE "STABILIZATI❑N REQUIREMENTS" FOR STABILIZING DENUDED AREAS IN ACCORDANCE WITH NPDES GROUND STABILIZATI❑N REQUIREMENTS, 28, PERIMETER MEASURES MUST BE LEFT IN PLACE UNTIL ALL UPLAND AREAS ARE PERMANENTLY STABILIZED, AFTER SITE IS PERMANENTLY STABILIZED, REMOVE ALL TEMPORARY ER❑SI❑N CONTROL MEASURES AND PR❑VIDE PERMANENT SEEDING WHERE TEMPORARY MEASURES HAVE BEEN REMOVED AND GROUND COVER IS NOT ADEQUATE, SEDIMENT BASINS MAY NOT BE H[ REMOVED OR CONVERTED TO PERMANENT SCM'S UNTIL ALL UPLAND AREAS N ARE PERMANENTLY STABILIZED, NC DEQ SHOULD BE N❑TIFIED 10-DAYS PRI❑R TO REMOVAL OF A BASIN,' CGS 113A-57(3), 15A NCAC 04B ,0113) 29, ONCE ALL AREAS ARE STABILIZED ABOVE THE SEDIMENT BASIN CONTACT THE ENGINEER OF RECORD FOR REVIEW, ONCE APPROVED BY THE ENGINEER, CONVERT THE SEDIMENT BASIN INT❑ THE PERMANENT ST❑RMWATER POND, 30, REQUEST INSPECTI❑N FROM ENGINEER OF RECORD, REMOVE TEMPORARY DEVICES UPON ENGINEERS APPROVAL, CONTRACTOR IS RESP❑NSIBLE FOR \ ALL INSTALLATI❑N, MAINTENANCE, AND REMOVAL OF THESE SYSTEMS, 31, UPON C❑MPLETI❑N OF THE PROJECT, STABILIZE ALL DISTURBED AREAS \ AND REQUEST INSPECTI❑N FROM ENGINEER OF RECORD, REMOVE \ TEMPORARY DEVICES UPON ENGINEERS APPROVAL, \ 32, RESEED ALL DISTURBED AREAS, 33, FOR ANY QUESTI❑NS WHICH COME UP DURING THE C❑NSTRUCTI❑N CONTACT MICHAEL HAMMERSLEY AT 919-401-8586. \ 34, WHEN PROJECT IS COMPLETE, THE PERMITTEES SHALL CONTACT DEMLR TO \ CLOSE OUT THE E&SC PLAN, 35,C❑NTRACT❑R SHALL CONDUCT SELF-INSPECTI❑NS OF E&SC MEASURES AND \ COMPLETE THE F❑LL❑WING C❑MBINED SELF-INSPECTI❑N FORM FOUND ON \ THE DEMLR WEBSITEI HTTPSI//FILES,NC,G❑V/NCDEQ/ \ \ 36,ENERGY%20MINERAL%20AND%20LAND%20RES❑URCES/ST❑RMWATER/ NPDES%20GENERAL%20PERMITS/ \ DEMLR-CSW-M❑NIT❑RING-F❑RM-REV-AUGUST-8-2019,PDF, TWELVE MONTHS OF COMPLETE INSPECTI❑N FORMS SHALL BE KEPT ❑N-SITE AND \ AVAILABLE FOR INSPECTI❑N AT ALL TIMES, IT IS RECOMMENDED A COPY BE KEPT IN A PERMITS BOX, \ \ 37, DEWATERING PROCESS USING SILT BAGS MUST OCCUR PER NCDEQ \ STANDARDS ❑NCE ❑NSITE ER❑SI❑N C❑NTR❑L IS N❑ L❑NGER REQUIRED, \ Y - IN IL�ER BAD, IN ,'`N &ULETvPRIOR A "' FAAN,1)0� V I RFL O W Y 0 ' / A o 5. / -- OF�EM�SE�IM-SINS, TEMPO :��I DIT H #1 / \ ° 5- ------- � -- �' 3 .75 36 .50 36 .50 366.50 i �� ! 2 "OAK \ EMOVE CULv �O \ .✓ -� REE PROTECTION ' EMOVE CULVERT '�. �. � �6� • d j " / \'' T� , � is S �. `��• �� FENCE BA EXISTI TREE SA REA •`�� • C3. \ 17 0 SF �. ` TEMPORARY STONE 'GUM CHECK DAM @ 100' / ----------- --- SF/TP - - al 12 "HI CKOR Y 2 "OAK INTERVALS, TYP _®■► - - ' 00000100 • _R-ft. _ 5 _ '000.00■ . 366. `• '�• ��•367. 0 '�■a■., 66 00 ®,®.�■�'�'�--■s■�® SFITPam I man Now VE(DBL) , _. ow SF JP � � T � {TP � F- 18' OAK a _ SF EMOLISH GRAVEL DRIVE \ IS SIDE OF REALIGNMENT _ ING ADJOINING PROPERTY [� - 8JsISH GRAVEL DRIVE �ItJ �� SEE LAN - ® \ ay 5000 7 DRIVEWAY ACCESS _ THIS SIDEREAL NT GRAVEL - --irKnLACE W/ SOIL, A _ ........ - SEE LANDSCAPE DWGS _ .......... -- \ ROBER T & EDNA MI TCHELL / 13ROADSTO E FfA-ILSIDE, LP RESIDEN TIAL / MUL TI - Y �'ESIDEN TIAL TOTAL DISTURBED AREA: 3.73 ACRES DB 2090 PG 370 �% SCALES 1' = 20'-0A N\ 20 10 0 20 40 Permit Review 222 cloister court chapel hill, n c 27514 919.401.8586 www.cra-ce.com Q L� CD > L LI LLJ 0e 0 LJ- Z LLJ � U Z O z 0 0 U U no. revisions 1, NCDEQ REVISI❑NS 01-27-23 2, NCDEQ REVISI❑NS 01-31-23 3, MISC, REV'S 03-07-23 The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use. Re -use, reproduction, or publication by any method, in whole or in part, is prohibited. Title to the plans and specifications remain in the architect without prejudice. It is to be returned upon request to the architect. Visual contact with those plans and specifications shall constitute prima facie evidence of the acceptance of these restrictions. drawn checked EROSION CONTROL PLAN sheet C5,00 CRA project no.: 2209 Town project no.: COMBO-22-0053 date 02/21/23