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Home My WebLink AboutNCG030698_06_C3.1 Grading and Drainage Plan_20190408SELF INSPECTION NOTICE: NPDES GROUNDCOVER STABILIZATION TIMEFRAMES EX. DI-8 N/F EX. 18"FES 98' _ JOHN EDGAR PERKINS INV=262.68' NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL TOP=273.� SELF -INSPECTION PROGRAM: SITE AREA STABILIZATION TIMEFRAME INV(SE)=271.60' DB 1176, PG. 352 EX. DI-13 DESCRIPTION EXCEPTIONS ' PC 2009, SLIDE 66 TOP=272.14' co INVNW=271.13 THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO PERIMETER DIKES, 7 DAYS NONE - _ _ _ ( ) PIN# 9634-46-0144-00 INV(SE)=268.4 REQUIRE THAT PERSONS RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES i INSPECT A PROJECT AFTER EACH STAGE OF THE PROJECT TO MAKE SURE SWALES, DITCHES, - - - - - - - INV(NW)=268.42' a - s�Q THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING SLOPES FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS HIGH QUALITY WATER 7 DAYS NONE �- - - - -- - - - - - - - - - - _ - _ - - - - - - - - - - _ TOOK EFFECT OCTOBER 1, 2010. THE SELF -INSPECTION PROGRAM IS (HQW) ZONES - SEPARATE FROM THE WEEKLY SELF -MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SLOPES STEEPER 7 DAYS 14 DAYS FOR SLOPES - - _ - EP / ( i / \ SELF -INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF THAN 3:1 10' OR LESS IN EP J / ASPHALT - EP - - - - - EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE LENGTH AND NOT APPROVED PLAN. THE INSPECTIONS MUST BE CONDUCTED AFTER EACH STEEPER THAN 2:1 ) ' \ - - / / i, > ) I TDD #2 STAGE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER \ - - - - / - - LINED W SYNTHETIC MAT IS ESTABLISHED IN ACCORDANCE WITH NCGS 113A-54.1 AND 15A NCAC SLOPES 3:1 OR 14 DAYS 7 DAYS FOR SLOPES = = - - i - - - - - - - - - - - - - - - - - _ _ - - - _ _ _ - N 4B.0131. THE SELF -INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL FLATTER GREATER THAN 50' IN _ _ _ _ _ _ _ _ - - _ _ _ _ _ _ _ _- _-_-_- - - - -_�_ _ - - - - - SPREADSHEET FROM LENGTH - _ ~-__ -_--------- -`---------------- -- 3------------- - -------------- ----ShFI J- tf-NE---_ HTTP: //WWW.DLR.ENR.STATE.NC.US/PAGES/SEDIMENTATION_ NEW.HTML. IF ALL OTHER AREAS 14 DAYS NONE, EXCEPT FOR J - -_ YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT WITH SLOPES FLATTER PERIMETERS AND HQW _� _ THIS OFFICE AT (919) 791-4200. THAN 4:1 ZONES - - - - _ EP EP v �� \ Ci � v v � � EP \� - EX_ASPHA\LT CONIC- t y 1 7 I \ l 1 / --- -- 1 EX ASPHFT- - \ r�� E - -- - \ B C \ - flC'i - - \ �,�\ �/I 2 1 T CEP 277,7 - TO SILER CITY \ g \ \ \ Ac r 5 SHRUBLINE NORTH 1\ \\ \ \ \ \ I 1 I / INV(SE)=272.60 c 13 I m c� I / EP EP - / INV(NW)=271.99 \ 1 I I I I \ \ I l l l l \ / �` � � � EX. CI-10 X. CI-11 ,,,-�--��\ ` 1 \I � I I I I I I / _n X. CI-7 ' - TOP=279.32 TOP=277.83 g /F g \ I ,F=,�� X. DI-� TOP=279:55 IN\?(N�/V� 275.10 _ _ _ INV(SE' I I I I I V�2(714'E{4 \ \ \ I \ �~ TOP-5277.06 �IId�/ NW - / lao�` INV NW) 2773 8 \I / \I 11 11 1 1 1 V/ I �\ I I \- X 02-nvv(sw)=2�� 8 )-276.63 EXISTING k�KING ( II \ nj / I I I I LINED W/ SYNTHE7 m _ ( \ 1 I I / - % AREA TO BE REMOVED / rn ` 1 I I \� / III / _ ✓ _ I C I I I I / \Q/ C CON RETE I I , - ��Of�C - AC AC AC AC AC \__ I _ _ ❑ o I I I I I I I I I I 11 j l l II 1\ / I / 3 C/) � / 17 /FrI X. CI-6 I / / i I i i J \ 1 I I I \/ I I / � TOP=277.58 / I I I I \ m \ III I / / D /_ - INV(NE)=274.31' \ / M CD I I I I I \ 11 III 11 1 INV(SW)=274.25' \\ �I I I I I I I I I\ I 0 TOP X.C276.38 INV(NE)=272.55, NOA, LLC �ONC II I II I i I I I I I i I �\ 9 I ` I INV(SE)=272.35 I I I I J TDD #3 / / 41 _ _ _ - 2018 BOONE TRAIL ROAD I II II / I I i I / I I i I m LINED W/ SYNTHETIC MAT / / I - BC INV(NW)=272.17 / I / I I / > 11 I I I \t ,_, // // E �\ Ex. - SANFORD, NC 27330 o I I �oN� I I l j I I l l 1 1 1 1 1 \ \ DI 1 EXISTING BUILDING BETE I I I/ I// l I \ NOV(NW)6274.16' 146,035 SF (3.35 ACRES) / \ / / I I I I ( 1 / / / / / 5 1 I /,I / / / / 1 / I / / I I I I I �d41 I I\ 1 6 �' / / I � I // I I I I I k' I00 // F' / 1 "RCP I I `°z'„ I I EP // I N /F 1 m / �X. CI-115 � X. I15'IFE �! I NOA, LLC / I I I I .� „ I � P G. 442 I J 1 1 I I T � 1 ��' \ 10 N DB 1297, I / Ti0P=27/6.3 I I V-271.1 ,N III \ BC PC 2010, SLIDE 75 I I I INV(N1E)=2712.42 1\ 1 I. CI�16 I I 1 \ I I AC PIN# 9634-35-9580-00 / /( I 11 I 1 \T PI 2�6.318' I I I \ \ \ \ o ZONING: LI / / I I IIN ( W)1=27\1.79 / / / / TOTAL AREA= / / / I I./ I IINIv( E) 27?.04�' / II III I \ \ \\ \\ \ m // 12.349 Acres - / I / I I(I'`1 I DTUBL� C C / / /�/ I11 111 ✓ \�___I�--I�`_� NN �� ' \\ '� �/ 537,92o sq Ft BC r'�i \ ` I I II i I I i \x X. DI-19 X. DI-20 TOP EX D280137' I \ I I \ \ \ 1 I I \ 1� I / r TOP=281.02 EX. ASPHALT \ 4"CPP\, 14"CPP / I \- 00 INV(SW)=278.05' TOP=280.57' INV(SW)=276.38' r-�E-TE -1 1 \ \ \ I I l \ \ \ \ \ 'fNu-282.101 INV=282/09' I INV(NE)-277.95 INV(SW)=277.03� INV(NE)=276.29 EX. DI-22 I I I I I \ \ \ \ \ \ \ \ \\ � \ � � / r INV(NE)=277.00 � I 1 I \ o TOP=281.54 I ` \ \ \ \ \ \ \ V _ - I INV(SW)=275.68 BO EC - E� \ \\ \ \ \\\ \ \ \ GENERAL NOTES: \ I I \ INV(NE)=275.47' HR METAL STEPS 1 \ \\ \ \ \ \ 1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR I f- - \ I \ SHALL NOTIFY OWNER IF ANY DISCREPANCIES EXIST PRIOR TO I I \ 6 CHL FENCE 8"COoC WALL - - CONC I I 1 / 0 CONSTRUCTION. NO ADDITIONAL COMPENSATION WILL BE PAID TO AC � CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES I_ 11 \ \ EX. DI-18 ELECTRIC - _ - - SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT \ \ \ TOP=281.47 TRANSFORMERS o _ \ CONC BEEN GIVEN. INV N �7� 7' - - - TCOOIVC-WAL-L -I _ 0 P 1 / / ( J \ 3 \ \ \ _(� � 6 _/ _ B 0 / / I Q / TDD #1 / / \ 9 2. CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL AT \ F' ' \ \S-£P� % -2f�'- \ �4'EP i T / 1 / �' -1-8 1P - - LINED W/ STRAW W/ NET LINER ES 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO BEGINNING - - \ _ - - - _ - - - - - - - - n G4, _� CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. 1 p - - - - - - - - - - - - - - - - - - - �I- �` INV= CONTRACTOR TO CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR \ �_ _' _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Z / \ \ \ / OWN LOCATOR SERVICES INDEPENDENT OF "NORTH CAROLINA ONE CALL". - -� \ - - _ _ - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , f 3. OVERHEAD ELECTRIC LINES MAY EXIST ON THE SITE. CONTRACTOR SHALL -�O ELECTRIC -EASEMENT - - - - - - - - - - - - - - - - - - - - - _ -- / \ CONTACT DUKE POWER AT 1-800-452-2777 PRIOR TO COMMENCING t _ - - - -- - - - - - - - - - \ \ PC-20'f St. 75, - - - - - - - _ _ _ _ 1 - - -`r T� I 4 I \ I-\T% ANY ACTIVITY WITHIN 200-FT OF DUKE POWER RIGHT OF WAY. _ __� _ _� - �! _ - _ _ _ _ - _ _ -\ \\ \ \ \ ( \ _ -/ _-- -- -- - - - - - - - _- 6'C L FENCE --_----- --- - ---I \� I \ \ \ 4. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE AND ATTEND A _ cal- - - - - - - - - - -_ - -_- - _ _ �- ( \ ✓ % / (\ \ 1 CH FENCE BC`B9- \ PRECONSTRUCTION CONFERENCE WITH NCDEQ, OWNER AND ENGINEER. / _ - - - - - - - - - _ O W BARBED _- - - I - W/BA BED WIFE 1 \ / - - - \ \ g \ _I / -I/ / \ \ \ \ \ \\ LP TANK \=--��i/f� \ 5. EXISTING EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE GROUND, ARE BASED ON BEST AVAILABLE RECORD DRAWINGS. STAGE 1 CONSTRUCTION SEQUENCE: STAGE 1 CONSTRUCTION SEQUENCE (CONT.) STAGE 1 CONSTRUCTION SEQUENCE (CONT.: EROSION CONTROL NOTES: 6. SOIL UNDER BUILDINGS, PAVED AREAS AND WITHIN SLOPES GREATER 1. THE INTENT OF THE CONSTRUCTION SEQUENCE IS TO PROVIDE THE CONTRACTOR WITH A GENERAL GUIDE THAN 3:1 (H: V) SHALL BE APPROVED, PLACED AND COMPACTED AS 10. CONTRACTOR TO HAVE A PROFESSIONAL LAND SURVEYOR FLAG PROPERTY LINES, EASEMENTS, LANDSCAPE 21. CONTRACTOR SHALL STRIP TOPSOIL AND STORE AT DESIGNATED LOCATION. PROVIDE SILT 1. ADDITIONAL SEDIMENT AND EROSION CONTROL MEASURES MAY RECOMMENDED BY THE GEOAPPROVED ENGINEER. THESE SOILS SHALL BE FOR CONSTRUCTION PURPOSES. THIS SEQUENCE IS NOT INTENDED TO OUTLINE ALL CONSTRUCTION BUFFERS, TREE PROTECTION AREAS AND LIMITS OF DISTURBANCE. FENCE AROUND PERIMETER OF SLOPE OF ANY STOCKPILE LOCATIONS. CONTRACTOR SHALL NEED TO L INSTALLED IF DEEMED NECESSARY BY EITHER THE COMPACTED TO THE STANDARD PROCTOR MAXIMUM DRY DENSITY UNLESS ACTIVITIES ON THIS PROJECT. REMOVE ALL ROOT MATTER AND ORGANICS FROM WTIHIN THE CLEARING LIMITS. ENGINEER OR ENVIRONMENTAL INSPECTOR. OTHERWISE RECOMMENDED BY THE GEOTECHNICAL ENGINEER. 11. INSTALL TEMPORARY CONSTRUCTION ENTRANCE. TEMPORARY SILT FENCE AND TREE PROTECTION FENCING 2. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA AS SHOWN AND DETAILED ON PLAN. TIMBER ONLY AS NECESSARY TO INSTALL THESE DEVICES. 22. AFTER COMPLETION OF CLEARING AND GRUBBING, THE SITE SHALL BE TEMPORARY 2, ESTABLISH GROUNDCOVER ON GRADED SLOPES AND FILLS WITHIN 7. ALL GRADED AREAS SHALL BE SLOPED SUCH THAT NO AREAS OF EROSION AND SEDIMENTATION PLANNING AND DESIGN MANUAL. STABILIZED EXCEPT IN AREAS OF ACTIVE CUT/FILL. 14 CALENDAR DAYS AFTER COMPLETION OF ANY GRADING PHASE. STANDING WATER OCCUR AND ALL AREAS POSITIVELY DRAIN TO 12. CONSTRUCT TEMPORARY SKIMMER SEDIMENT BASIN TO THE REQUIRED DIMENSIONS AND ELEVATIONS AS 3. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS. NEEDED DETAILED IN THESE PLANS. GRUB ONLY AS NECESSARY To INSTALL THIS BASIN. MATERIAL EXCAVATED 23. BEGIN ROUGH GRADING WITHIN CLEARING LIMITS, INCLUDING GRADING FOR FRONT DRAINAGE STRUCTURES, SWALES OR STORMWATER MANAGEMENT REPAIRS SHALL BE MADE IMMEDIATELY. DURING THE CONSTRUCTION OF SEDIMENT BASIN #1 SHALL BE TEMPORARILY STOCKPILED ADJACENT TO 3. TEMPORARY SEDIMENT CONTROL MEASURES (SILT FENCE, DIVERSION FACILITIES. BASIN. ONCE ROUGH GRADING OPERATIONS BEGIN, THESE MATERIALS SHALL BE PLACED AS NEEDED IN PEDESTRIAN PARKING AREA. DITCHES, CONSTRUCTION ENTRANCE, ETC.) SHALL BE MAINTAINED 4. IF IT IS DETERMINED DURING CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS LEAVING THE SITE, DESPITE AREAS OF FILL. CONTRACTOR SHALL COORDINATE WITH OWNER FOR ANY OFF -SITE STOCKPILE AREAS. UNTIL ALL CONTRIBUTING AREAS ARE GRADED AND STABILIZED. 8. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY PROPER IMPLEMENTATION AND MAINTENANCE, THE CONTRACTOR IS OBLIGATED TO TAKE ADDITIONAL 24. MAINTAIN AND PROTECT EXISTING UTILITIES AT ALL TIMES. MAINTAIN DIVERSION DITCHES, CORNERS AND SHALL REPLACE ALL MARKERS REMOVED IF DAMAGED CORRECTIVE ACTION. CONTACT NCDEQ - LAND QUALITY SECTION, OWNER'S REPRESENTATIVE AND 13. INSTALL BAFFLES PER PLAN. SEED AND MULCH SIDE SLOPES OF SEDIMENT BASIN UPON COMPLETION. BASINS, SILT FENCE AND OTHER EROSION CONTROL MEASURES UNTIL THEY ARE APPROVED 4 DUST CONTROL ON SITE SHALL BE MINIMIZED BY SPRAYING WATER DURING CONSTRUCTION. ENGINEER WITH ANY ADDITIONAL MEASURES NEEDED. INSTALL BIODEGRADABLE MATTING ON SIDE SLOPES OF BASIN IF NECESSARY TO ESTABLISH COVER. TO BE REMOVED. ON DRY AREAS OF THE SITE. THE USE OF OILS AND OTHER 25. PERFORM SEEDING AND MULCHING AS REQUIRED IN ACCORDANCE WITH THE PLANS. PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION IS 9. CONTRACTOR IS RESPONSIBLE FOR ALL DEWATERING AS NECESSARY 5. CONTRACTOR SHALL ESTABLISH GROUNDCOVER ON DISTURBED AREAS WITHIN THE NUMBER OF CALENDAR 15. CONSTRUCT DIVERSION DITCHES #1, #2 & #4 AS SHOWN AND DETAILED IN THESE PLANS. SEED, MULCH STRICTLY PROHIBITED. THROUGHOUT CONSTRUCTION. DAYS AFTER COMPLETION OF GRADING PER THE SCHEDULE BELOW: AND INSTALL REQUIRED LINERS IN THESE DITCHES. INSTALL WATTLES IN DITCHES AS SHOWN AND 26. ONCE GROUNDCOVER HAS BEEN ESTABLISHED AND OTHER CONSTRUCTION IS COMPLETE, DETAILED ON PLANS. CLEAR ONLY AS NECESSARY TO INSTALL THESE EROSION CONTROL MEASURES. 5. IF THE MAJORITY OF MUD OR DIRT IS NOT REMOVED FROM 10. CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL PERMIT CONDITIONS, GRADUAL SLOPES: (14) CALENDAR DAYS CONTACT NCDEQ -LAND QUALITY SECTION AND ENGINEER FOR SITE INSPECTION BEFORE CONSTRUCTION TRAFFIC BY CONSTRUCTION ENTRANCES, MONITORING AND REPORTING REQUIREMENTS. MODERATE SLOPES: (10) CALENDAR DAYS 16. CONTRACTOR TO INSTALL NEW RCP ALONG EXISTING WESTERN CURB TO ROUTE DRAINAGE TO THE REMOVING ANY TEMPORARY EROSION CONTROL MEASURES. CONTRACTOR SHALL CONSTRUCT VEHICLE WASH AREAS AT STEEP SLOPES: (7) CALENDAR DAYS NEWLY INSTALLED TEMPORARY SKIMMER BASIN. CONSTRUCTION TRAFFIC EXIT POINTS. MUD AND DIRT SHALL BE 11. GRADED SLOPES SHALL BE STABILIZED WITH CURLEX SINGLE NET LIMITS OF DISTURBANCE NOTES: INTERCEPTED AND TRAPPED BEFORE WASH WATER IS ALLOWED TO (CURLEX 1) MATTING BY AMERICAN EXCELSIOR COMPANY OR APPROVED SLOPES ARE AS DEFINED IN THE NORTH CAROLINA SOIL EROSION AND SEDIMENTATION CONTROL 17. CONTRACTOR TO CUT AND PLUG DOWNSTREAM REINFORCED CONCRETE PIPES AS SHOWN ON THE BE DISCHARGED OFFSITE. RINSE -OFF WILL NOT BE ALLOWED EQUAL. ORDINANCE. DEMOLITION PLAN FOR ROUTING DRAINAGE THROUGH NEW RCP TO THE SEDIMENT BASIN. REFER TO 1. LIMITS OF DISTURBANCE LINES ARE CLEARING LIMIT LINES WHICH WILL BE OUTSIDE THE PROJECT CONSTRUCTION LIMITS. SHEET C0.1. FLAGGED FOR A MINIMUM OF ONE PER 50-FT OR CLOSER DEPENDING ON 12. NO PORTION OF THIS PROPERTY IS LOCATED IN SPECIAL FLOOD HAZARD 6. CONTRACTOR SHALL ARRANGE PRE -CONSTRUCTION MEETING WITH THE OWNER'S REPRESENTATIVE, 6. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN AREA "AE" AS SHOWN ON FEMA FIRM MAP #3710963400J DATED ENGINEER AND NCDEQ - LAND QUALITY SECTION. 18. ONCE STORM DRAINAGE HAS BEEN ROUTED TO SKIMMER BASIN, THE CONTRACTOR IS TO INSTALL VISIBILITY. IT REACHES 4-INCHES IN DEEP. SEPTEMBER 6, 2006. DIVERSION DITCH #3 AND CHECK DAM WITH WEIR AS SHOWN AND DETAILED IN THESE PLANS. 2. SILT FENCE AND TREE PROTECTION FENCE LINES ALSO DELINEATE THE 7. OBTAIN LETTER OF PLAN APPROVAL FOR SEDIMENTATION AND EROSION CONTROL FROM NCDEQ - LAND 7. REFER TO SHEETS D3.1, D3.2 & D3.3 FOR EROSION CONTROL 13. BEFORE STARTING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY QUALITY SECTION. 19. CONTACT NCDEQ - LAND QUALITY SECTION AT 919-791-4200 AND ENGINEER UPON COMPLETION OF LIMITS OF DISTURBANCE. ALL SILT FENCING OR TREE PROTECTION FENCING DETAILS. NCDOT STREET OR HIGHWAY RIGHT-OF-WAY, CONTACT NCDOT DISTRICT INITIAL EROSION CONTROL MEASURES. SHALL BE INSTALLED INSIDE LIMITS OF DISTURBANCE. OFFICE AND OBTAIN ALL PERMITS AND ENCROACHMENTS AND KEEP 8. CONTRACTOR TO POST EROSION CONTROL PERMIT PROMINENTLY ON SITE AT ALL TIMES. 3. ADDITIONAL DISTURBED AREA: 6.48 ACRES 8. CONTRACTOR SHALL SEEK PERMIT FOR ANY BORROW AND/OR SPOIL COPIES ON CONSTRUCTION SITE AT ALL TIMES. ALSO CONTACT NCDOT 20. ONCE TEMPORARY SKIMMER SEDIMENT BASIN AND DIVERSION DITCHES HAVE BEEN INSTALLED, GRUB AREAS NOT SHOWN ON THESE PLANS. DISTRICT OFFICE 24 HOURS IN ADVANCE BEFORE PLACING CURB AND 9. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING UTILITIES TO AVOID CONFLICT DURING WITHIN DELINEATED DRAINAGE AREAS ASSOCIATED WITH THE INSTALLED TEMPORARY SKIMMER SEDIMENT GUTTER AT (910) 944-7621. INSTALLATION OF EROSION CONTROL MEASURES AND STORM DRAINAGE. CONTRACTOR IS TO CALL BASINS. TO HAVE UTILITIES LOCATED. SEAL B ISSUED FOR PERMITTING /NOT FOR CONSTRUCTION 2018.08.08 A ISSUED FOR BIDDING PURPOSES ONLY/NOT FOR CONSTRUCTION 2018.07.30 REV.NO. DESCRIPTIONS DATE SEAL �ARO��Ss��%,% PRELI N� Y �L__kN SEAL Q� IDDING PU SSE .� v vqKM&CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 F-1222 CATERPILLAR ° CATERPILLAR BCP SANFORD BOONE TRAIL FACILITY LEE COUNTY, NORTH CAROLINA EROSION CONTROL PLAN - PHASE 1 FORD i TO SANFORD VICINITY MAP NOT TO SCALE Its KEY NOTES: \\1 I O SILT BAG INLET PROTECTION (TYP.). REFER I TO SHEET D3.1. I 2O HARDWARE CLOTH AND GRAVEL INLET I PROTECTION (TYP.). REFER TO SHEET D3.1. 1 3O TEMPORARY SILT FENCE (TYP.). REFER TO SHEET D3.1. �I 4 TREE PROTECTION FENCING (TYP.). REFER TO SHEET D3.1. O5 STRAW WATTLE (TYP.). REFER TO SHEET D3.3. O6 TEMPORARY DIVERSION DITCH (TYP.). REFER TO SHEET D3.1. '- O7 TEMPORARY SKIMMER SEDIMENT BASIN (TYP.). REFER TO SHEET D3.3 FOR DETAILS AND DIMENSION REQUIREMENTS. NI O8 SILT FENCE OUTLET (TYP.). REFER TO SHEET D3.2. O9 TEMPORARY SLOPE DRAIN (TYP.). REFER TO Ir SHEET D3.1. I\ BAFFLES (TYP.). REFER TO SHEET D3.3. \ 11 LIMITS OF DISTURBANCE (TYP.) - 12 SKIMMER (TYP.). REFER TO SHEET D3.3. 7 I 13 CONCRETE WASHOUT AREA. REFER TO SHEET D3.1. 14 ARC FILTER INLET PROTECTION. REFER TO SHEET D3.2. 15 STOCKPILE AREA (TYP.). CONTRACTOR TO COORDINATE WITH OWNER FOR ADDITIONAL 1 t HAUL OFF STOCKPILES. 1 I \ 16 TEMPORARY 24" CORRUGATED PLASTIC PIPE. CHECK DAM W/ WEIR. REFER TO SHEET D3.3. 1 14 V - - - - - - - =LVL LIMITS OF DISTURBANCE - - - -260- - - - EXISTING CONTOURS - - - - - - - LIMITS OF DISTURBANCE SILT FENCE SF DIVERSION DITCH TREE PROTECTION FENCE TPF STOCKPILE AREA EX. STORM PIPE SLOPE STABILIZATION ® INLET PROTECTION ® INLET PROTECTION Or CALL N.C. ONE CALL CENTER BEFORE YOU DIG STOP 1-800-632-4949 AVOID UTILITY DAMAGE NORTH 40' 0 40' 80' SCALE: 1 "=40' (Horiz.) DATE: JULY 30, 2018 MCE PROJ. # 04193-0023 DRAWN ALP DESIGNED DJB CHECKED DJB PROJ. MGR. GML SCALE HORIZONTAL 1 "=40' VERTICAL: N/A M&C FILE NUMBER C3.1 DRAWING NUMBER C3.1 TATUS: REVISION NOT FOR CONSTRUCTION B ISSUED FOR PERMIT ONLY www.mckimcreed.com