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PROJECT DESCRIPTION 10. INSTALL STREAM PUMP-AROUND PUMPS AND SAND BAG COFFER DAMS FOR THE FIRST SECTION OF STREAM CONSTRUC' :AM CONSTRUCTION. INSTALL PUMP-AROUND INFILTRATION DEVICE.
THIS STREAM RESTORATION IS BEING CONDUCTED AS A PART OF THE 07~D-0019 (SATOC} #4D44, REMOVE CMP PROJECT FORT BRAGG, NC. THE PROJECT INVOLVES THE REMOVAL OF SYSTEMS FOR ONLY AS MUCH LINEAR FOOTAGE OF STREAM WORK WHICH CAN BE COMPLETED AND TEMPORARILY OR F AN EXISTING CORRUGATED METAL PIPE (CMP} UNDERNEATH AN ABANDONED RAILROAD BED THAT IS SOUTH OF AND PARALLEL TO LONGSTREET ROAD. THE SITE IS LOCATED EAST PUMP-ABOUNDS ARE ONLY TO BE OPERATED DURING NORMAL CONSTRUCTION BUSINESS HOURS AND SHALL NOT BE OP NPORARILY OR PERMANENTLY STABILIZED IN ONE DAY. 23. WHEN A STORM DRAIN SYSTEM OUTFACE IS DIRECTED TO A SEDIMENT TRAP OR SEDIMENT BASIN AND THE SYSTEM IS TO BE USED FOR TEMPORARILY HALL NOT BE OPERATED OVERNIGHT OR DURING CONVEYING SEDIMENT LADEN WATER, ALL STORM DRAIN INLETS IN NON-SUMP AREAS SHALL HAVE TEMPORARY ASPHALT BERMS CONSTRUCTED AT THE TIME
OF LUZON ROAD AND WEST OF RHINE ROAD. THE EXISTING CMP HAS COLLAPSED AND IS IMPEDING FLOWALONG THE STREAM. RATHER THAN REPLACE THE EXISTING CMP WITH STORM EVENTS. OF BASE PAVING TO DIRECT GUTTER FLOW INTO THE INLETS TO AVOID SURCHARGING AND OVERFLOW OF INLETS IN SUMP AREAS.
ANOTHER CULVERT, IT WAS DECIDED TO REMOVE THE PIPE COMPLETELY AND RESTORE THE STREAM TO A MORE NATURAL CONDITION. 11. CONSTRUCT STREAM WORK, FILLING IN OLD CHANNEL AS WORK PROGRESSES FROM THE UPSTREAM LIMITS OF THE WO VATS OF THE WORK AREA TO THE DOWNSTREAM
REM AL OF THE COLLAPSED CMP. THE SLOPES OF THE EMBANKMENT WILL LIMITS. ALL WORK TO BE IMMEDIATELY STABILIZED WITH TOPSOIL, SEED AND EROSION CONTROL MAT AS SHOWN ON THE i SHOWN ON THE DRAWINGS. 24. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE
THE PROJECT WILL CONSIST OF REMOVAL OF SOIL MATERIAL WITHIN THE RAILROAD EMBANKMENT AND OV BE GRADED AS SHOWN ON THE DRAWINGS WITH INTERMEDIATE SWALES ESTABLISHED PARALLEL TO THE SLOPE TO IMPEDE THE FLOWOF STORMWATER RUNOFF DOWN THE 12. REMOVE AND RE-DEPLOY PUMP-AROUND SYSTEMS AS NEEDED. COVER OR OTHER ADEQUATE EROSION DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 15 CALENDAR DAYS OF COMPLETION
SLOPE AND DIRECT THIS FLOW TO STABILIZED SWALES ON EITHER SIDE OF THE EMBANKMENT. MATERIAL REMOVED FROM THE EMBANKMENT WILL BE PLACED ON SITEAS ENT EEDI WITHIN AREA DISTURBED BY CONSTRUCTION. OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES
INDICATED ON THE PLANS. THIS MATERIAL WILL BE GRADED, SEEDED AND STABILIZED WITH PERMANENT VEGETATION, ANY EXCESS SOIL MATERIALIMLL BE TRANSPORTED TO THE 13. INSTALL PERMAN S NG S SUFFICIENT TO RESTRAIN EROSION. GROWING SEASON (AFTER APRIL 1}WITH THE 25. PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE ACCOMPLISHED FOR ALL
LANDFILL ON FORT BRAGG. 14. INSTALL PERMANENTVEGETATION PER PLANTING PLAN ASSUMING PROPER WEATHER CONDITIONS AND GROWING SEAS EXCEPTION OF LIVE STAKING WHICH IS REQUIRED TO BE INSTALLED DURING COLD WEATHER (DECEMBER TO MARCH). 2 TO MARCH}. DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR
THE EXISTING RIP RAP IN THE STREAM WILL BE REMOVED AND THE STREAM CHANNEL REALIGNED AS INDICATED ON THE PLANS. CROSS VANES CONSTRUCTED OF TIMBER LOGS 15. REQUEST INSPECTION OF GRADED AND SEEDED AREAS. DEVELOPMENT,
WILL BE PLACED AT KEY LOCATIONS WITHIN THE STREAM CHANNEL AS INDICATED. THESE CROSS VANES WLL DIRECT THE STREAM FLOWAWAY FROM THE EDGES OF THE CHANNEL 16. AFTER DISTURBED AREAS ARE STABILIZED AS APPROVED BY THE CONTRACTING OFFICER, THE CONTRACTOR SHALL RE CTOR SHALL REMOVE THE TEMPORARY DEVICES. 26. SITE INFORMATION:
® AND BACK TO THE CENTER, CREATING A MORE STABLE CHANNEL. POOLS AND RIFFLES WILL BE ESTABLISHED AS INDICATED. CONTRACTOR SHALL STABILIZE THE AREAS DISTURBED DURING THE REMOVAL OPERATION BY PLACING PERMANENTVEi ?ERMANENTVEGETATION IN ALL DISTURBED AREAS A. TOTAL AREA OF FACILITY (BASE, CAMPUS, PARK, ETC. NlA ACRES G. OFF-SITE WASTE !BORROWAREA LOCATION N!A
B. TOTAL AREA OF PROJECT SITE 12 ACRES (522,720 SQUARE FEET) H. WETLAND IMPACT 1.27 ACRES 5( 5,187. SQUARE FEET)
THE TOTAL EXPECTED AMOUNT OF LAND DISTURBANCE FOR THIS PORTION OF THE PROJECT IS APPROXIMATELY 5.0 ACRES. THESE DISTURBED AREAS ARE FOR THE REMOVAL OF SOIL MATERIAL FROM THE ABANDONED RAILROAD BED, PLACEMENT OF THE EXCAVATED MATERIAL ON-SITE, GRADING FOR THE STREAM RESTORATION AND WORKACCESS TO THE STANDARD EROSION AND SEDIMENTATION CONTROL NOTES: C. AREA DISTURBED (FOR THIS PHASE] 5.0 ACRES (217,457 SQUARE FEET) I. PERENNIAL STREAM IMPACT 377 LINEAR FEET
SITE. 1. THE CONTRACTOR SHALL NOTIFY THE USACE AREA OFFICE ENVIRONMENTAL COORDINATOR AT {910-396-1211 EXTENSI( 36-1211 EXTENSION 223) SEVEN (7} DAYS BEFORE D, AREA TO BE ROOFED OR PAVED N!A ACRES J. LENGTH OF RESTORED STREAM 550 LINEAR FEET
COMMENCING ANY LAND DISTURBING ACTIVITY AND, UNLESS WAIVED BY THE USACE OR THE FT. BRAGG WATER MANAG .WATER MANAGEMENT BRANCH (WMB), SHALL BE E. TOTAL CUT 17,534 CUBIC YARDS K. LENGTH OF NEWLY CREATED STREAM 173 LINEAR FEET
PRIMARY ACCESS TO TH E SITE WILL BE FROM LUZON ROAD TO THE WEST OF THE PROJECT SITE. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE WILL BE INSTALLED AT THIS REQUIRED TOHOLD APRE-CONSTRUCTION MEETING BETWEEN USACE PROJECT REPRESENTATIVES AND A REPRESENT ID A REPRESENTATIVE OF WMB. -
LOCATION AS DESCRIBED BELOW. A SECONDARY ACCESS WILL BE FROM RHINE ROAD TO THE EAST UTILIZING THE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE AND HAUL ROAD USED IN THE SEWER RELOCATION PORTION OF THIS CONTRACT PREVIOUSLY APPROVED (PROJECT ID: CUMBE-2010.084}.SPOIL MATERIAL REMOVED FROM THEABANDONED 2. THE CONTRACTOR MUST NOTIFY USACE AND THE WMB IN WRITING AND BY TELEPHONE AT THE FOLLOWING POINTS: JING POINTS: F. TOTAL FILL 10,051 CUBIC YARDS
RAILROAD BED WILL BE PLACED ON SITE AS INDICATED ON THE DRAWINGS. TEMPORARY SILT FENCE WILL BE PLACED ON THE DOWNHILL SIDE OF THE NEWLY PLACED SOIL WITHIN A. THE REQUIRED PRE-CONSTRUCTION MEETING.
THE CONSTRUCTION LIMITS TO INHIBIT THE FLOW OF SEDIMENT. WOOD CHIP BERMS WILL BE PROVIDED AT VARIOUS LOCATIONS AS INDICATED 701NHIBIT THE FLOWOF SEDIMENT AS WELL. B. FOLLOWING INSTALLATION OF SEDIMENT CONTROL MEASURES. MINIMUM REQUIREMENTS FOR SLOPE STABILIZATION
C. DURING THE INSTALLATION OF SEDIMENT BASINS (TO BE CONVERTED INTO PERMANENT STORMWATER MANAGEI HATER MANAGEMENT STRUCTURES) AT THE REQUIRED MINIMUM REQUIREMENTS SLOPE
ALL STREAM WORK WILL BE COMPLETED IN THE "DRY° BY INSTALLING TEMPORARY PUMP- AROUND SYSTEMS, SAND BAG COFFER DAMS AND DEWATERING WOOD INSPECTION POINTS (SEE SEQUENCE OF CONSTRUCTION ON APPROVED PLAN). NOTIFICATION PRIOR TO COMME 'RIOR TO COMMENCING CONSTRUCTION OF EACH STEP IS STABILIZED WITH GRASS 3:1 AND FLATTER
CHIP BASINS. PUMP- AROUND SYSTEMS WILL BE INSTALLED AND BROKEN DOWN ON A DAILY BASIS TO MANAGE STREAM FLOW IN AND AROUND THE IMMEDIATE MANDATORY, STABILIZED WITH SHRUBS OR VINES 3:1 TO 2:1
WORK AREA. PUMP-ABOUNDS WILL BE EMPLOYED ONLY FOR AS MUCH LINEAR FOOTAGE OF STREAM WORK THAT CAN BE COMPLETED AND TEMPORARILY OR p. PRIOR TO REMOVAL OR MODIFICATION OF ANY SEDIMENT CONTROL STRUCTURE(S). STABILIZED WITH RIP RAP 2:1 T01.5:1
PERMANENTLY STABILIZED IN ONE DAY. SAND BAG COFFER DAMS WILL BE INSTALLED AT BOTH THE UPSTREAM AND DOWNSTREAM LIMITS OF THE WORKAREA. ONE STABILIZED WITH RETAINING WALL STEEPER THAN 1.5:1
PUMP AROUND WILL DIRECT STREAM FLOW FROM THE UPSTREAM COFFER DAM AROUND THE WORK AREA AND DISCHARGE INTO THE EXISTING STREAM CHANNEL E. PRIOR TO REMOVAL OF ALL SEDIMENT CONTROL DEVICES. BELOW THE DOWNSTREAM COFFER DAM. A SECOND PUMP SET WILL DEWATER THE WORK AREA BETWEEN THE COFFER DAMS AND DISCHARGE INTO A WOOD CHIP F. PRIOR TO FINAL ACCEPTANCE.
BASIN. GRADED AREAS ADJACENT TO STREAM CHANNEL WILL BE STABILIZED WITH TEMPORARY AND PERMANENT SEED MIXES AND EROSION CONTROL MATTING. 3. THE CONTRACTOR SHALL CONSTRUCT ALL EROSION AND SEDIMENT CONTROL MEASURES PER THE APPROVED PLAN AP 'ROVED PLAN AND CONSTRUCTION SEQUENCE AND
SHALL HAVE THEM INSPECTED AND APPROVED BY THE INSPECTOR PRIOR TO BEGINNING ANY OTHER LAND DISTURBANi 1ND DISTURBANCES. MINOR SEDIMENT CONTROL DEVICE EROSION CONTROL SEEDING SCHEDULE (FROM FORT BRAGG SEEDING SPECIFICATION 7 MAY 2009)
SITE DESCRIPTION LOCATION ADJUSTMENTS MAY BE MADE IN THE FIELD WITH THE APPROVAL OF THE WMB INSPECTOR. THE CONTRACTOF JE CONTRACTOR SHALL ENSURE THAT ALL RUNOFF FROM
DISTURBED AREAS IS DIRECTED TO THE SEDIMENT CONTROL DEVICES AND SHALL NOT REMOVE ANY EROSION OR SEDII THE PROJECT SITE IS PRIMARILY A WOODED STREAM RIPARIAN AREA. A PORTION OF THE SITE HAS BEEN CLEARED AND GRUBBED BY OTHERS TO INSTALL AN PRIOR PERMISSION FROM WMB OR STATE INSPECTOR AND AGENCY INSPECTOR. THE CONTRACTOR MUST OBTAIN PRIOI tOSiON OR SEDIMENT CONTROL MEASURE WITHOUT REFER TO SPECIFICATION SECTION 02921F8 EROSION CONTROLAND TURF SEEDING FOR COMPLETE DETAILS ST OBTAIN PRIOR USACE APPROVAL FOR CHANGES TO 1. AREA WILL BE TILLED T04"DEPTH
ELECTRICAL TRANSMISSION UTILITY ADJACENT TO WEST LUZON DRIVE. THIS RIGHT-OF-WAY CLEARING OCCURRED AFTER THE EXISTING CONDITIONS SURVEY WAS THE SEDIMENT CONTROL PLAN AND / OR SEQUENCE OF CONSTRUCTION.
COLLECTED BY MCKIM & CREED. OTHER ON SITE UTILITIES INCLUDE SANITARY SEWER, STORM DRAINAGE AND ELECTRIC. ALL EXISTING UTILITIES WILL REMAIN IN 2. APPLY LIME AT 70 POUNDS PER 1000 SQUARE FEET OR 1.5 TONS PER ACRE JT THE DEPOSITION OF MATERIALS ONTO PUBLIC ROADS. 3. APPLY 10-20-20 FERTILIZER AT A RATE OF 850 POUNDS PER ACRE OR 20 POUNDS PER 1000 SQUARE FEET. THE FERTILIZER SHOULD BE EITHER SLOW TIME RELEASE OR
PLACE EXCEPT A PORTION OF THE SANITARY LINE THAT CROSSES THE STREAM ON THE DOWNSTREAM OR NORTHERN SIDE OF THE CULVERT. THIS WILL BE 4. THE CONTRACTOR SHALL PROTECTALL POINTS OF CONSTRUCTION INGRESS AND EGRESS TO PREVENTTHE DEPOSTTI APPLIED IN TWO APPLICATIONS, HALF AT TIME OF PLANTING AND THE SECOND HALF AFTER PERMANENT SEED GERMINATES,
REMOVED IN CONJUNCTION WITH THE SANITARY SEWER RELOCATION PORTION OF PROJECT (APPROVED SEPARATELY). ALL MATERIALS DEPOSITED ONTO PUBLIC ROADS SHALL BE REMOVED IMMEDIATELY. 5. THE CONTRACTOR SHALL INSPECT DAILY AND MAINTAIN CONTINUOUSLY IN AN EFFECTIVE OPERATING CONDITION ALL E CONDITION ALL EROSION AND SEDIMENT CONTROL 4. THE LIME AND FERTILIZER WILL BE WORKED INTO THE TOP 2 TO 41NCHES OF SOIL PRIOR TO SEEDING.
MEASURES UNTIL SUCH TIMES AS THEY ARE REMOVED WITH PRIOR PERMISSION FROM INSPECTOR. ALL SEDIMENT BAST .SEDIMENT BASINS, TRAP EMBANKMENTS AND SLOPES,
C SOILS PERIMETER DIKES, SWALES AND ALL DISTURBED SLOPES STEEPER OR EQUAL TO 3:1 SHALL BE STABILIZED WITH SOD OI :ED WITH SOD OR SEED AND ANCHORED STRAW MULCH, 5• SEED MIX AND RATE
THE SOILS WITHIN THE PROJECT AREA ARE PRIMARILY A BLANEY LOAMY SAND AND IS IN THE HYDROLOGIC SOIL GROUP B. THE DRAINAGE CLASS FOR THIS TYPE OF OR OTHER APPROVED STABILIZATION MEASURES, AS SOON AS POSSIBLE BUT NO LATER THAN SEVEN (7) CALENDAR D;" 7) CALENDAR DAYS AFTER ESTABLISHMENT. ALL AREAS PERMANENT SEEDING: C JCE MUST BE PERFORMED AS NECESSARY TO ENSURE "COOL SEASON": PLANTED BETWEEN 1 SEPTEMBER AND FEBRUARY28
SOIL IS DESCRIBED AS "WELL DRAINED" WITH THE CAPACITY OF THE MOST LIMITING LAYER TO TRANSMIT WATER (KSAT) LISTED AS MODERATELY HIGH (0.20 TO 0.57 DISTURBED OUTSIDE OF THE PERIMETER SEDIMENT CONTROL SYSTEM MUST BE MINIMIZED. MAINTENANCE MUST BE PE !NLRB). CONTINUED STABILIZATION. (REQUIREMENT FOR STABILIZATION MAY BE REDUCED TO THREE (3) DAYS FOR SENSITIVE A =0R SENSITIVE AREAS,) 50 POUNDS PER ACRE SOFT RED WINTER WHEAT (TRITICUM SPELTA). NO RYE GRASS.
6. THE CONTRACTOR SHALL APPLY SOD OR SEED AND ANCHORED STRAW MULCH, OR OTHER APPROVED STABILIZATION 1 STABILIZATION MEASURES TO ALL DISTURBED AREAS AND 25 POUNDS PER ACRE COMMON BERMUDA (CYNODON DACTYLON), HULLED
STOCKPILES WITHIN FOURTEEN (14) CALENDAR DAYS AFTER STRIPPING AND GRADING ACTIVITIES HAVE CEASEC PLANNED SEDIMENTATION AND EROSION CONTROL PRACTICES PERFORMED AS NECESSARY TO ENSURE CONTINUED STABILIZATION. (REQUIREMENT MAYBE REDUCED TO SEVEN (7) D > HAVE CEASED IN THE AREA. MAINTENANCE SHALL BE 25 POUNDS PER ACRE COMMON BERMUDA (CYNODON OACTYLON), UNHULLED
1. SEDIMENT FENCE: WILL RETAIN SEDIMENT FROM SMALL DISTURBED AREAS. SEDIMENT FENCE WILL BE PLACED ALONG SLOPES AS SHOWN ON 7. PRIOR TO REMOVAL OF SEDIMENT CONTROL MEASURES, THE CONTRACTOR SHALL STABILIZE AND HAVE ESTABLISI TO SEVEN (7) DAYS FOR SENSITIVE AREAS.) "WARM SEASON": PLANTED BETWEEN 1 MARCH AND 31 AUGUST
CONSTRUCTION DETAILS. REFER TO SECTION 6.62 OF THE NGDENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. CONTRIBUTORY DISTURBED AREAS USING SOD OR AN APPROVED PERMANENT SEED MIXTURE WITH REQUIRED HAVE ESTABLISHED PERMANENT STABILIZATION FOR ALL VITH REQUIRED SOIL AMENDMENTS AND AN APPROVED 50 POUNDS PER ACRE GERMAN (SETARIA ITALICA}, BROWN TOP (SETARIA ITALICA}, OR FOXTAIL MILLET (BRACHIARIA RAMOSUM)
MAINTENANCE: INSPECT SEDIMENT FENCES DAILY AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF A ANCHORED MULCH. WOOD FIBER MULCH MAY ONLY BE USED IN SEEDING SEASON WHERE THE SLOPE DOES NOT EXCE DOES NOT EXCEED 10% AND GRADING HAS BEEN DONE TO 50 POUNDS PER ACRE COMMON BERMUDA (CYNODON DACTYLONj, HULLED
SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY, REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROMOTE SHEET FLOW DRAINAGE. AREAS BROUGHT TO FINISHED GRADE DURING THE SEEDING SEASON SHALL BI :ASON SHALL BE PERMANENTLY STABILIZED AS SOON AS TEMPORARY SEEDING:
PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE DARE TO AVOID UNDERMINING THE FENCE POSSIBLE, BUT NOT LATER THAN FOURTEEN (14) CALENDAR DAYS AFTER ESTABLISHMENT. WHEN PROPERTY IS BR ROPERTY IS BROUGHT TO FINISHED GRADE DURING THE "COOL SEASON": PLANTED BETWEEN 1 SEPTEMBER AND FEBRUARY 28
DURING CLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE MONTHS OF NOVEMBER THROUGH FEBRUARY, AND PERMANENT STABILIZATION IS FOUND TO BE IMPRACTICAL, TE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. MULCH SHALL BE APPLIED TO DISTURBED AREAS. THE FINAL PERMANENT STABILIZATION OF SUCH PROPERTY SHAII VIPRACTICAL, TEMPORARY SEED AND ANCHORED STRAW 120 POUNDS PER ACRE SOFT RED WINTER WHEAT (TRITICUM SPELTA) 30PERTY SHALL BE APPLIED BY MARCH 15 OR EARLIER IF
2. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE: THIS WILL PROVIDE A BARRIER AREA WHERE VEHICLES CAN DROP THEIR MUD AND SEDIMENT AS WELL AS GROUND AND WEATHER CONDITIONS ALLOW. FOR WETLAND AREAS THE FORT BRAGG ENDANGERED SPECIES BRANCf SPECIES BRANCH RIPARIAN SEEDING SPECIFICATIONS WILL "WARM SEASON": PLANTED BETWEEN 1 MARCH AND 31 AUGUST
T 0 ION FROM S RFACE N . TO BE LOCATED AS PER THE PLANS AND CONSTRUCTED AS PER DETAIL, REFER TO SECTION 6.~ OF THE BE USED. HELP CON ROL ER S U RU OFF 65 POUNDS PER ACRE GERMAN (SETARIA ITALICA), BROWN TOP (SETARIA ITALICA), OR FOX TAIL MILLET (BRACHIARIA RAMOSUMj
NGDENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. 8. THE SITE'S APPROVAL LETTER, APPROVED EROSION AND SEDIMENT CONTROL PLANS, DAILY LOG BOOKS, AND TEST R KS, AND TEST REPORTS SHALL BE AVAILABLE AT THE SITE STRAW MULCH: 4;000 POUNDS PER ACRE. THE GROUND SHOULD BECOMPLETELY COVERED WITH NO BARE SPOT LARGER THAN A QUARTER, THEN TACKED WITH
MAINTENANCE: MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE FOR INSPECTION BY DULY AUTHORIZED OFFICIALS OF NGDENR, WMB AND THE AGENCY RESPONSIBLE FOR THE PROJEI 'OR THE PROJECT. EMULSIIFED ASPHALT. EMULSIFIED ASHALT SHALL BE APPLIED AT A RATE HEAVY ENOUGH THAT THE ENTIRE AREA APPEARS BLACK IN COLOR
PERIODIC TOPDRESSING WITH 3"-5° COURSE AGGREGATE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENTAND CLEAN IT OUT AS 9. SURFACE DRAINAGE FLOWS OVER UN-STABILIZED CUT AND FILL SLOPES SHALL BE CONTROLLED BY EITHER PREVENTIN HER PREVENTING DRAINAGE FLOWS FROM 7. HYDROSEEDING: HRDROSEEDiNG SHALL BE ALLOWABLE ONLY ON SLOPES STEEPER THAN 1 HORIZONTALT01 VERTICAL. STEPS 1 THROUGH 4 MUST BE COMPLETED PRIOR
NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED OR TRACKED ONTO PUBLIC ROADWAYS. TRAVERSING THE SLOPES OR BY INSTALLING PROTECTIVE DEVICES TO LOWER THE WATER DOWN SLOPE WITHOUT CAL 'E WITHOUT CAUSING EROSION. DIKES SHALL BE TO HYDROSEEDING. HYDROSEEDING SHOULD BE APPLIED IN 2 APPLICATIONS. THE FIRST APPLICATION WILL CONSIST OF 1/3 OF MULCH AND 213 OF THE SEED AND THE EA TO IT ARE FULLY STABILIZED, AT WHICH TIME THEY SECOND APPLICATION WILL CONSIST OF 2/3 OF MULCH AND 113 OF SEfD. THE MULCH WILL INCLUDE A TACKIFIER AND WILL BE APPLIED AT A RATE OF 2,000 POUNDS PER
3. TEMPORARY SEDIMENT TRAP: WILL DETAIN SEDIMENT-LADEN RUNOFF AND TRAP SEDIMENT FOR DISTURBED AREAS LESS THAN 5 ACRES. TO BE LOCATED AS INSTALLED AND MAINTAINED AT THE TOP OF A CUT OR FILL SLOPE UNTIL THE SLOPE AND DRAINAGE AREA TO IT ARE FU -HODS MUST BE PROVIDED AT POINTS OF ACRE OR THE MANUFACTURER'S RECOMMENDATION, WHICHEVER IS HIGHER.
PER PLANS AND CONSTRUCTED AS PER DETAIL. REFER TO SECTION 6.60 OF THE NGDENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. MUST BE REMOVER AND FINAL GRADING DONE TO PROMOTE SHEET FLOW DRAINAGE. PROTECTIVE METHODS MUST BE MAINTENANCE: INSPECT SEDIMENT TRAP DAILY AND AFTER EACH SIGNIFICANT RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. REMOVE SEDIMENT CONCENTRATED FLOW WHERE EROSION IS LIKELY TO OCCUR. 8. UPON COMPLETION OF THE PROJECT, PRIOR TO LEAVING THE SITE, THE WATER MANAGEMENT BRANCH SHALL BE NOTIFIED TO INSPECT THE PROJECT. POC MR. JACK
AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TOONE-HALF THE DESIGN DEPTH OF THE TRAP. REPLACE 10. PERMANENT SWALES OR OTHER POINTS OF CONCENTRATED WATER FLOW SHALL BE STABILIZED WITH SOD OR SEED WI i0D OR SEED WITH AN APPROVED EROSION CONTROL WILSON ATT 910 396.2301 EXT 224.
THE PART OF THE GRAVEL FACING THAT IS IMPAIRED BY SEDIMENT. CHECK STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE MATTING, RIP-RAP, OR BY OTHER APPROVED STABILIZATION MEASURES. TEMPORARY SEDIMENT CONTROL DEVICES MA COL DEVICES MAYBE REMOVED, WITH PERMISSION OF
DEPTH OF THE SPILLWAY TO ENSURE IT IS A MIN. OF 1.5 FT BELOW THE LOW POINT OF THE EMBANKMENT. FILL ANY SETTLEMENT OF EMBANKMENT TO INSPECTORS, WITHIN THIRTY (30) CALENDAR DAYS FOLLOWING ESTABLISHMENT OF PERMANENT STABILIZATION IN ALL SLIGHTLY ABOVE THE DESi'GN GRADE. STORMWATER MANAGEMENT STRUCTURES USED TEMPORARILY FOR SEDIMENT CONTROL SHALL BE CONVERTED TO TH _IZATION IN ALL CONTRIBUTORY DRAINAGE AREAS. NVERTED TO THE PERMANENT CONFIGURATION FORT BRAGG RIPARIAN SEED MIX:
I DITCH: WILL PR TE T W RK AREAS FROM UPSLOPE RUNOFF AND DIVERT SEDIMENT-LADEN RUNOFF TO APPROPRIATE TRAPS. TO BE WITHIN THIS TIME PERIOD AS WELL. 4. TEMPORARY DIVERS ON 0 C 0 LOCATED AS PER THE PLANS AND CONSTRUCTED AS PER THE DETAIL. REFER TO SECTION 6.20 OF THE NGDENR EROSION AND SEDIMENT CONTROL PLANNING 11. NO PERMANENT CUT OR FILL SLOPE WITH A GRADIENT STEEPER THAN 3:1 WILL BE PERMITTED IN LAWN MAINTENANCE f COMMON NAME SCIENTIFIC NAME PERCENT MAINTENANCE AREAS, A SLOPE GRADIENT OF UP TO RICE CUT GRASS LEERSfA ORYZOtDES 15
AND DESIGN MANUAL. 2:1 WILL BE PERMITTED INNON-MAINTENANCE AREAS PROVIDED THAT THOSE AREAS ARE INDICATED ON THE EROSION ~ I THE EROSION AND SEDIMENT CONTROL PLAN WITH A B
MAINTENANCE; INSPECT TEMPORARY DIVERSIONS DAILY AND AFTER EACH RAINFALL. REMOVE SEDIMENT FROM FLOW AREA AND REPAIR THE DIVERSION RIDGE. LOW-MAINTENANCE GROUND COVER SPECIFIED FOR PERMANENT STABILIZATION. SLOPE GRADIENT STEEPER THAN 2:1 _EPER THAN 2:1 WILL NOT BE PERMITTED WITH SOFT RUSH JUNCUS EFFUSUS 15 CYPRESS PANICGRASS PANlCUMDICHOTOMUM VAR. DICNOTOMUM 20
VEGETATIVE STABILIZATION. 5. FERTILIZING SEEDING AND MULCHING: TO BE INSTALLED AS PER TEMPORARY AND PERMANENT SEEDING SPECIFICATIONS. SEE SEEDING SPEC[FICATIONS ON 12. F R FINI HED GRADING THE CONTRACTOR SHALL PROVIDE ADEQUATE GRADIENTS TO PREVENT WATER FROM PONDIN
THE CONTRACT DOCUMENTS, 0 S !R FROM PONDING FOR MORE THAN TWENTY FOUR (24) SWITCHGRASS PANtCUM VlRGATUM 50
HOURS AFTER THE END OF A RAINFALL EVENT. DRAINAGE COURSES AND SWALE FLOWAREAS MAY TAKE AS LONG AS FI MAINTENANCE: RESEED AND MULCH AREAS WHERE SEEDING EMERGENCE IS POOR, OR WHERE EROSION OCCURS, AS SOON AS POSSIBLE. PROTECT FROM END OF A RAINFALL EVENT TO DRAIN. AREAS DESIGNED TO HAVE STANDING WATER SHALL NOT BE REQUIRED TO MEET' ;E AS LONG ASFORTY-EIGHT (48}HOURS AFTER THE UIRED TO MEETTHIS REQUIREMENT.
TRAFFIC AS MUCH AS POSSIBLE. MOW TO A HEIGHT NO LESS THAN 4"-6" IN HEIGHT. 13. SEDIMENT TRAPS OR BASINS ARE NOT PERMITTED WITHIN 20 FEET OF A FOUNDATION THAT EXISTS OR IS UNDER CONST i UNDER CONSTRUCTION, NO STRUCTURE SHALL BE
CONSTRUCTED WITHIN 20 FEET OF AN ACTIVE SEDIMENT TRAP OR BASIN.
MAINTENANCE PLAN 14. THE INSPECTOR HAS THE OPTION OF REQUIRING ADDITIONAL SAFETY OR SEDIMENT CONTROL MEASURES, IF DEEMED N .S, IF DEEMED NECESSARY.
1. ALL EROSION CONTROL PRACTICES WILL BE CHECKED EACH DAY FOR STABILITY AND OPERATION AND FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL. T THE 0 TLET ELEVATION. ALL TRAPS MUST HAVE A STABLE OUTFALL. AI ,BCE OUTFACE. ALL TRAPS AND BASINS SHALL HAVE
ANY REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED, 15, ALL TRAP DEPTH DIMENSIONS ARE RELATIVE 0 U STABLE INFLOW POINTS.
2 SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE 16. VEGETATIVE STABILIZATION SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS FOR S 'ICATIONS FOR SOIL EROSION AND SEDIMENT
REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. CONTROL. REFER TO APPROPRIATE SPECIFICATIONS FOR TEMPORARY SEEDING, PERMANENT SEEDING, MULCHING, SO[ MULCHING, SODDING, AND GROUND COVERS.
3. SPOIL PILES ARE TO BE CONTAINED AT ALL TIMES. ADDITIONAL EROSION CONTROL MEASURES MAYBE REQUIRED FOR STAGING, STOCKPILE AND PARKING 17. SEDIMENT SHALL BE REMOVED AND THE TRAP OR BASIN RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT J THE SEDIMENT HAS ACCUMULATED TO ONE
AREAS. QUARTER OF THE TOTAL DEPTH OF THE TRAP OR BASIN, TOTAL DEPTH SHALL BE MEASURED FROM THE TRAP OR BASIN :TRAP OR BASIN BOTTOM TO THE CREST OF THE
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO THE SPECIFICATIONS TO MAINTAIN A VIGOROUS, DENSE OUTLET.
VEGETATION COVER. IF SEEDING FAILURE OCCURS, THOSE AREAS SHALL BE RESEEDED WITH ANNUAL VEGETATION, SUITABLE FOR THE TIME OF YEAR FOR 18. SEDIMENT REMOVED FROM TRAPS (AND BASINS) SHALL BE PLACED AND STABILIZED IN APPROVED AREAS, BUT NOT WIT TEMPORARY STABILIZATION AND PREPARED FOR PERMANENT SEEDING. SEEDING AND MULCHING WILL BE IN ACCORDANCE WITH THE ATTACHED TREE-SAVE AREA. WHEN PUMPING SEDIMENT LADEN WATER, THE DISCHARGE MUST BE DIRECTED TO A SEDIMENT TRAP AS, BUT NOT WITHIN A FLOODPLAIN, WETLAND OR
SPECIFICATION. SEDIMENT TRAPPING DEVICE PRIOR TO RELEASE
FROM THE SITE. A SUMP PIT MAYBE USED IF SEDIMENT TRAPS THEMSELVES ARE BEING PUMPED OUT. ALL WATER REMI 5. NO FERTILIZER SHALL BE APPLIED WITHIN 10 FT OF STREAM. UTILITY TRENCHES) SHALL BE PASSED THROUGH AN APPROVED DEWATERING PRACTICE OR PUMPED TO A SEDIMENT TF ALL WATER REMOVED FROM EXCAVATED AREAS (E.G. LEGS A SEDIMENT TRAP OR BASIN PRIOR TO DISCHARGE
6. SEEDING IN WETLANDS SHALL BE IN ACCORDANCE WITH THE WETLAND AREAS SEED MIXTURE. FROM THE SITE (I.E. VIA FUNCTIONAL STORM DRAIN SYSTEM OR TO STABLE GROUND SURFACE). SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION
19. SEDIMENT CONTROL PROCEDURES FOR UTILITY CONSTRUCTION OR AS DIRECTED BY ENGINEER OR WMB INSPECTOR: B INSPECTOR: EXISTING TREELIKE - - - SURVEYED CONTOUR BOUNDARY ® TEMP STONE RELIEF OUTLET
CONSTRUCTION SEQUENCE A. EXCAVATED TRENCH MATERIAL SHALL BE PLACED ON THE HIGH SIDE OF THE TRENCH.
f THE END OF EACH WORKING DAY, NO MORE TRENCH ~~..~-,v~.1..~..,i1 PROPOSED TREELIKE L~ LIMITS OF DISTURBANCE ~ EXISTING PINE TREE
1. THE CONTRACTOR SHALL NOTIFY THE USACE AREA OFFICE ENVIRONMENTAL COORDINATOR AT 910-396-1211 EXTENSION 223 SEVEN 7 DAYS BEFORE B. TRENCHES FOR UTILITY INSTALLATION SHALL BE BACKFILLED, COMPACTED, AND STABILIZED AT THE END OF EA ( ) COMMENCING ANY LAND DISTURBING ACTIVITY AND SHAIL BEREQUIRED TOHOLD APRE-CONSTRUCTION MEETING BETWEEN USACE PROJECT SHALL BE OPENED THAN CAN BE COMPLETED THE SAME DAY, UNLESS; ss EXISTING SANITARY SEWER sF SILT FENCE ~ EXISTING TREE
REPRESENTATIVES AND A REPRESENTATIVE OF WMB. AS PER ITEM 1 OF THE STANDARD EROSION & SEDIMENTATION CONTROL NOTES. C. TEMPORARY SILT FENCE SHALL BE PLACED IMMEDIATELY DOWNSTREAM OF ANY DISTURBED AREA INTENDED TI '.EA INTENDED TO REMAIN DISTURBED FOR MORE THAN
A 2. STAKE LIMITS OF DISTURBANCE (LOD). ONE DAY. O EX. SANITARY SEWER MANHOLE ~A TEMPORARY PUMP AROUND PF ~ EX. POWER POLE p
3. INSTALL GRAVEL CONSTRUCTION ENTRANCE AT WEST LUZON DRIVE AND INSPECT EXISTING ENTRANCE AT RHINE ROAD, TOP DRESS IF NEEDED. 20, WHERE DEEMED APPROPRIATE BY THE ENGINEER OR INSPECTOR, SEDIMENT BASINS AND TRAPS MAY NEED TO BE SURI TEED TO BE SURROUNDED WITH AN APPROVED SAFETY 0 EX. STORM MANHOLE TEMPORARY SAND BAG DIKE ® EX. FIBER OPTIC A
FENCE. THE FENCE MUST CONFORM TO LOCAL ORDINANCES AND REGULATIONS, THE DEVELOPER OR OWNER SHALL CI )WNER SHALL CHECK WITH LOCAL BUILDING OFFICIALS
4. CLEAR TREES WITHIN LOD ONLY AS NECESSARY TO INSTALL SEDIMENT FENCE AND SEDIMENT TRAP AS SHOWN ON PLANS. DO NOT GRUB SITE. STOCKPILE ON APPLICABLE SAFETY REQUIREMENTS. WHERE SAFETY FENCE IS DEEMED APPROPRIATE AND LOCAL ORDINANCES D( DOWNED HARDWOOD TREES LARGER THAN 12 INCHES IN DIAMETER FOR USE AS REVETMENTS PER DETAIL IN THIS PLAN SET. TYPES, THE FOLLOWING SHALL BE USED AS A MINIMUM STANDARD: THE SAFETY FENCE MUST BE MADE OF WELDED WIF ORDINANCES DO NOT SPECIFY FENCING SIZES AND SD EX. STORM DRAINAGE LOG CROSS VANE 0 EX. ELECTRIC BOX
5. INSTALL SEDIMENT FENCE, DIVERSION DITCH AND SEDIMENT TRAP AS SHOWN ON DRAWINGS. POSTS SPACED NO FARTHER APART THAN 8 FEET, HAVE MESH OPENINGS NO GREATER THAN 2 INCHES IN WIDTH AND 4 OF WELDED WIRE ANDAT LEAST42 INCHES HIGH, HAVE EXISTING CONTOUR 4 RIFFLE GRADE CONTROL EM x ~ ? EX. ELECTRIC METER IN WIDTH AND 4 INCHES IN HEIGHT WITH A MINIMUM OF
250-- PROPOSED CONTOUR EROSION CONTROL MATTING d EX. TELEPHONE
6. REQUEST INSPECTION OF INSTALLED CONTROLS. 14 GAUGE WIRE. SAFETY FENCE MUST BE MAINTAINED AND IN GOOD CONDITION AT ALL TIMES. 3Y WMB AND OTHER APPLICABLE STATE, FEDERAL, AND _ _ ,2.34.. _ _ SPOT ELEV (REVERSE BENCHING) CONSTRUCTION ENTRANCE EX. OVERHEAD ELECTRIC
7. CLEAR AND GRUB SITE AS REQUIRED FOR REMOVAL OF CULVERT GRADING OF SPOIL MATERIAL AND STREAM GRADING. MINIMIZE AREAS OF PROLONGED 21.OFF-SITE SPOIL OR BORROW AREAS ON STATE OR FEDERAL PROPERTY MUST NAVE PRIOR APPROVAL BY WMB AND OTI EXPOSURE TO AVOID UNNECESSARY EROSIVE CONCERNS. GRUB ONLY AS MUCH AREA THAT GAN BE COMPLETED AND STABILIZED ON A DAILY BASIS. LOCAL AGENCIES; OTHERWISE APPROVAL MUST BE GRANTED BY THE LOCAL AUTHORITIES. ALL WASTE AND BORROWA AND BORROWAREAS OFF-SITE MUST BE PROTECTED
BY SEDIMENT CONTROL MEASURES AND STABILIZED. EX. WETLAND BOUNDARY . " EX. WETLAND AREA TD TEMP DIVERSION DITCH
8. BEGIN EXCAVATION OF RAILROAD EMBANKMENT TO REMOVE CULVERT. R TH NTROL OF STORMWATER EXTREME CARE MUST BE TAKEN 22. SITES WHERE INFILTRATION DEVICES ARE USED FO E CO UIUST BE TAKEN TO PREVENT RUNOFF FROM `
9. CONTRACTOR SHALL INSPECT ALL DEVICES DAILY AND AFTER EVERY RAIN EVENT AND SHALL MAINTAIN THE DEVICES ACCORDING TO THE NORTH CAROLINA UN-STABILIZED AREAS FROM ENTERING THE STRUCTURE DURING CONSTRUCTION. SEDIMENT CONTROL DEVICES PLACE EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL AND ITEM 1 OF THE MAINTENANCE PLAN. BOTTOM ELEVATIONS AT LEAST TWO {2) FEET HIGHER THAN THE FINISH GRADE BOTTOM ELEVATION OF THE INFILTRATII DEVICES PLACED IN INFILTRATION AREAS MUST HAVE
SEDIMENT TRAP TO AN INFILTRATION DEVICE, ALL ACCUMULATED SEDIMENT MUST BE REMOVED AND DISPOSED OF PRI 'THE INFILTRATION PRACTICE. WHEN CONVERTINGA SED~~r~1~7'AN~ ER~S~O~ C~NTR~~ S~ALL ~E STRJ'CTLY ENFORCE®. ISPOSED OF PRIOR TO FINAL GRADING OF

~w~uiuuiuai,ti A REVISIONS I'ER MARKUPS PROVIDED BY USAGE IN LETTER DATED 1 MP,RCH 2010 13~9~2010 i4,h ~ / CON ACT 1 ---0019, TASK ORDER 0 DATE: 5 FEB 2010 scALE M&~ F"E NUMBER
B REVISIONS PER COMMENTS PROVIDED BY WAT R MANA EMENT BRANCH 4 6 2010 S~ `~~i
~ ~ E~ N P E O L ED RAILROAD M°E PROJ. 3225-0004 1®1 r ? C DRAWN KAB/STR/AMB HORIZONTAL: osnw~NC ~uMeER
l ~l (-~C G, C DESIGNED KAB NA
_ SEA ! = BLACKJACK NO KJACK NORTH CHECKED CMS VERTICAL: GG
- 3~rJa5 1730 Varsity 6rive, Suite 500 I ~ .DING N-4921 PROD. MGR. TCS NA
Ra1ei h NC 27606 BUILDING N-44 FNGIN~`~~ {4~,~ 9
_ %~J~ Phone; [phone] Fax; [phone] , FT. BRAGG, NC ~ C-0342 AGG, NC 28307 L TES STATUS: REUIS{~N
- - • S t~"~o REV.ND. DESCRIPTIONS DATE ~~nl~li 9-436-8600 REGULATORY REVIEW 8
www,mckimcreed.com 919-436-$60( ~evlslolvs

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v~ ~ ~ ~ ; ~a~e.~ ~ 8;. t; ~ 244 94 . ~ .s ` _ OUTLET , ~ ? i yam.' <hy y~ ! !`)9> w .^o. ~ ~t ~~.w rr r t ~ , y,,~ f t. SS^ ~ ~ E'*<' N(,: 507999.7154 ~ \`''I ~ ~ 4 ~ S E:~1993360.1022 ~ ~ ~ ~ ~ ~ ~
~',r SURVEYED v ~ t ~ :1 ~ ~ ~ ~ r, 1 ;4 ~ y 1 i . ~ i -7 ~ ~ ~4 i,l 4 '°~k :1~~1.1 "ry . ~ 5~t, ' ~ . P
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~ E:199r~133.719$ ~ ~ t a , ~ ~ BY~OTHERS SE~IM~~T t ~ eel,.. ~ N:-_7754.4699 , ~ ~~~1~x~ ~ , ; d~t,
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~ ~ E:199'~262,40~5 ~ , / 'x~~ TEMP ~ t t k
7 ` ` y I i ~ ~ ~ ~ ~ RIM- 2613 ~F~~ 1 A ~ ~
1 ~ ~ EROSION PUMP ~ _ - . ~ ~ f ~ q y ~ ~ ~ ~.y ,i~7%r ~ - ~,i, ,.I~ i'~~ I i !tl'"" ~ i:~ fit ~ ~ I _ ,T~ ~ ~ ~ ~ ~ r,~ N: 50780x.5581 ~ ~5~~~~
, a~ ~ f CONTROL ~ A'ROUf~D ~ y, , , , :z , PA _ y„ ~ - = ~ ~ _ ~ ~ ~ ~`1 ~ ~ ~ ~ t E~1994137,7714 ! \ ~ y'' = ~ ~ TEMP GONSTRU~TION ENTRANCE, ~P~ i
MATTING TYP. ~ d ~ - ~ ~ ,
LL . ~ : ,f - ~ 4' r 9M . ~ 5, 4 `S ~ ~ \ e~ } ~
N~: 507510.8$36 ~ ~ ~ ~ TPA Y 'Y _ r ..o ~ E: 1993186.8359 ~ ~ ~ ~ y
v y , ~ ~ . ~
4~,. ~ 'N: 507993,7967 ~ ~ I ~
r , - ~ - - w' j" ~ E: 199345'1.2276 ~ ~ ~ i ~ ' < ~ I
~ ~ _ ~ t . : r , ~ ~ WETLANDS AS ~ ~ / .
yy , _ ~
t, y ; ti.. - as _ ~ ~ 1.. ~ 4,t , . DELIf~EA~ED
p~.it.~, N: 507462.4856 r- , , ~ a _ _ :P. ~ ,t ° ~ 'W ~ ' ~ t ' ~ / ~ , ~ BY MCKIM~&~ LEGEND
, ° s.: , ~ . ~ ~ , E 1 - i .993208.9089 ~ ~ , ~ ~ . ; ,r. : ~ , _ ~ ~ ~ , ~ ' , ~ ~ ~ SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION . ~ ~ CREED
l"4 a: yY - - - TEMP STONE RELIEF OUTLET
E I K ~ - _ - v y ~ w ~ ~u / TANK ~ , a Y, . eb.,a.,e-lat~°"" . ~ ~ I'S-i^~~!LL 1~. • , ~ ~O~CT 2009) ~ ~.~_~,ti.~,~..~~. ~ EXISTING TREELINE SURVEYED CONTOUR BOUNDARY 1`~1 ~ ~~~j N: 507900,8149 ~~~~1 PROPOSED TREELINE ®6G~ LIMITS OF DISTURBANCE EXISTING PINE TREE
. r , .v mow.. g. ~7~-1 i , ~.~~"i'r`~ ~ a ~ 1o- -,>~l"~w1.,~, A ,/'V ~ ~ ~ - ~ . y ~ ~ , , r _..a 'r'vrY~ny~, , . t.,,---' r ' i
v,N- _.tpp ` ,>r t _ ~ _ ...,1.- ~ ion- ~ ~ ~ ~ , t ~ E: 1993454.2447 ~ sr, EXISTING SANITARY SEWER ~ SILT FENCE EXISTING TREE
Nr, ~ ~ ~ , ~ t'1. 7^~
~ f ~41 ~.on , ~ y r : 50 49:0558 r ~ ~ ~ ~ ~1 ~ ..W`. - , , . ~ ~ ; ~S;i EX. SANITARY SEWER MANHOLE TEMPORARY PUMP AROUND ~ EX. POWER POLE
N: 507473.4687 ~ d ~ ~1 E: 1993408.3686 = ,~.~t t ~ ; ~ ~ a, ` ~ ~ ~ ~ `'e _ ~ ~ ~ tw ~ a TEMP SAND r, ~ T 1,~) EX. STORM MANHOLE TEMPORARY SAND BAG DIKE EX. FIBER OPTIC A
. E:'1993257.3689v~ ~ w y v, , .~`v~;.1`~! , ' ` ~ ~i~~~ ~ ~ ~ ~ iii: 50761$.7575 ~r . ~~t ~ ; rs - ~Gm. ~ ~ ~ ~ t ~ 7 ~ - t 5 34 , N' 078 97 's ~ 50~~834,973;7 ! sn EX. STORM DRAINAGE LOG CROSS VANE IE7 EX. ELECTRIC BOX
E3AG DIKE.. ~ E~ 1 ~ ~ ~ ~.t,~`. , ~ ~ ~ I ~,:`y ~ ,t,, „ ~ ~ d 9~3354.9a06 ~ 'r, e ~ ' , ~ , ~ , Y r ~ ~ ~ ~ ~ , ~ I ~ ~ , , ~ F , ~ ~ , ~ ~ : , . ~ j E:1993555.177$ 4 4 ~ 1993555.177`
r- : ~ , r it \ ~ 1 ht~l , , a+ l0, ti f ,v vli Ji ~ I/ F , I M1 i,h ,1, ' `'h ~ ; ®1 ~,'.t rJ~5 ~ ~ ~ r' . rti p,iY 11 i C• ~ ~ IMIT (~}F~ ~ `L~ ~ ~~v ~.,w;r ,a,~1.~ ~ ~4~, e~~ ~3_ ' ~ ° EXISTWG CONTOUR ~ RIFFLE GRADE CONTROL EX. ELECTRIC METER
WETLAND A ~"~s 3 r' ~ ' z~~ ~ ,;1`~°~ -~s ~ SEDIMENTAND EROSION CONTROL SHALL BE STRICTLYENFORCED. _ S S ~ N: 5a78019so2 r~ 'y ~ ~ tY~ ~t , ~ PROPOSED CONTOUR EROSION CONTROL MATTING EX. TELEPHONE
vI~ y ,y ~ v, . ~ ~ t , , . ~ ~ . ~ ~ e~ , DISTURBANCE ~r ,Y~~ ;;>,,zt~~', ~ _ ~ DELINEATED ~Esa993562 290 ' ~.4 ~ ~ ~ t' ~1`>;°~,1 ~ ~ '~-~v~ i 5 ~ - - °P-'~ - - SPOT ELEV (REVERSE BENCHING) CONSTRUCTION ENTRANCE - EX. OVERHEAD ELECTRIC
NOTE: ALL TOPOGRAPHPIC LINE OWNAREAT 1-FOOTWTERVALS, THE TOPOGRAPHI LI w e~~ ~ ~ t~r~ ~ s 1_ ~ k~~,`t,~,~, `1 / S SH C NES s~ ,t . ~ _ . , : BY OTHERS ~~rr~ ~ ,t~ ~ ~s,`~~t';:~,,t,t ~ F~1 ~ r 1`~. --w EX. WETLAND BOUNDARY f~-~- EX. WETLAND AREA a; i ~ 40` 0 40' 80'
SHOWN INSIDE THE SURVEYED CONTOUR BOUNDARYARE FROM FIELD RUN TOPOGRAPHYAND ~ A ~ ~ ; ~'s;,~, _ ~~e~` ~ ~ 4 ~ ~''`t'a ' 1 ~ DATE~UNI~NOWN ...y~ , , : ~ ~ ,i;. ~ _ , y , t ~ . r, ~ , t . d a.. t 1~ TD TEMP DIVERSION DITCH , `~;~~4' ~tia
HAVE BEEN ADJUSTED TO MATCH CONTOURS FROM THE GIS INFORMATION FROM FT. BRAGG. ° ~~4 ` ` ` ~ ~ ~ ~ ~ ~ ~
SCALE. 1"=40' CHorizJ
~p q M&C FILE NUMBER
A REVISIONS PER MARKUPS PRDVIDED BY USACE IN DETTER DATED 1 MARCH 2010 3/9/2010 rUputl~l~i+utq//t~ CO 'FACT 0. 1H - 1 ,TASK ORDER o0 DATE: S FEB 2010 SCALE CE 101
B REVISIONS PER COMMENTS PROVIDED BY WATER MANAGEM NT RAN H 4 6 2010 CA ~~~0 E B C / / T` ~i P, MCE PROJ. ~ ~ 3225-4 C RE AI OAD QED DRAWN KAB HORIZONTAL: pRAWING NUMBER
~~ESSI ~ ~ 2 ~ ~ 1 I N= 4 0 F T
v - SERL - T DESIGNED KAB E1 ~ VERTICAL:
- ~ N RTH BLACKJACK 0 IRTH CHECKED CMS
3 3 5 Q 5 1730 Vorsity Drive, Sui#e 500 _ PROD. MGR. TCS NA
F Q. ~ Raleigh, NC 27606 BUILDING N 4921 P%~ NGINE~ v,~ %OT Phone: [phone] Faxc [phone] ~21 I REU,S,oN
%%yY FT. ~RAGG NC 28307 C. S~ C-0342 ' _8307 sTATUS,
REV N0. DESCRIPTIONS DATE r p ~ n I~t~ ~1 www.mckimcreed.com 919-436-8600 0 REGULATORY REVIE~J B
REVISIONS

3
4
4 FT ` TOP OF SLOPE , PER DESIGN PLANS
:c: a.i .r 1.
TOP OF SLOPE • • •
IIr~~~do~lhtlW~. 3 ft : , y s;;! i~ ® ~ ~ _ 24 IN
' ® EXISTING SLOPE 3 ft 3 ft a ECM SECURE EROSION CONTROL MATTING
• • • • ~ OR NEW 5 / EX. SLOPE EXPOSE NO MORE THAN 2 IN OF STAKE WITH 2 IN X 2 IN X 24 IN NOTCHED WOOD
3 ft ` FLOW _ / PROPOSED SLOPE ~ ~ 1i VC A n n n nrn n nrn n nrn n nrn n F 5 ~ _ _ AIT., ~c,~ NOTES: n (TYP.) DEAD STAKES
~ I'LAIV V1i=11V FLOW 6{~~ 45° CUT FIRMLY PACK SOIL
_ ,e,4 / AROUND THE BASE OF 1. BEGIN AT TOP OF SLOPE AND ANCHOR FIBER MATTING IN A 12 IN DEEP INITIAL ANCHOR PLAN VIEW ~ AT OR SLOPE VARIES D
D / THE TUBELING, SO TH ENCH AND TAMP EARTH FIRMLY. / TRENCH. BACKFILL TR ~ No AIR PocKET REMAIN. DIRECTION OF WATER FLOW. EROSION CONTROL SEE TYP. SECTIONS MATTING
_ 2: UNROLL FIBER MATTING DOWNSLOPE IN THE __f ( . ITERS. (ROLANKA Bi0-D 90 OR PER DESIGN PLANS
- - 4 ~ 3. OVERLAP EDGES OF ADJACENT PARALLEL ROLLS BY 6 IN AND ANCHOR AT 12 IN CENT WILLOW LIVE STAKES 114 IN 1.5 IN DIAM. X 3 FT 12 IN APPROVED EQUAL)
ED 3.o Fr o.c. RIANCULAR - - - - 4: WHEN FIBER MAT MUST BE SPLICED, PLACE END OVER END (SHINGLE STYLE) WITH 12 IN LENGTH SPAC ~ EAM FLOW GERED ROWS OF STAKES AT 6 IN CENTERS: 5.
SPACING} ANGLES AT 45° TO DOWNSTR TUBELING OVERLAP AND ANCHOR USING TWO STAG NOTES: NOTES: 5. LAY FIBER MAT LOOSELY AND ANCHOR SUFFICIENTLY TO MAINTAIN DIRECT CONTACT WITH ;T WITH THE STAKE ALONG BOTTOM OF
X NIGRA RED OSIER DOGWOOD, ARROWWOOD, 1. SEE PLANTING SCHEDULE FOR DESIRABLE SPECIES AND SIZE, SOIL • DO NOT STRETCH. 1. ACCEPTABLE SPECIES:SALI 2. SPACE AT 3.0 FT 0 C. (TRIANGULAR SPACING). SLOPE EVERY FOOT
ELSERBERRY, AND S{LKY DOGWOOD MPLY WITH THE RECOMMENDATIONS AND REQUIREMENTS OF ANSI 6. FOR SLOPES 2:1 AND STEEPER USE A MINIMUM OF 3 STAKES PER SQUARE YARD AND FOR D FOR (TYP.)
2. SOAK WI LLOW STAKES FROM ARRIVAL ONSITE TO IMMEDIATELY BEFORE 3. ALL TUBELINGS SHALL CO ° zso.1 "AMERICAN STANDARD FOR NURSERY STOCK." SLOPES FLATTER THAN 2:1 USE A MINIMUM OF 2 STAKES PER SQUARE YARD. HOR TRENCH KEY IN EROSION CONTROL MATTING ONE FOOT
INSTALLATION AND RECUT ENDS AT 45 ANGLES PRIOR TO INSTALLATION 4. CUT AND FOLD BACK SLOT IN MAT TO INSTALL TUBELING. SEAL SLOT WITH COMPOST AND 7. ANCHOR, FILL, AND COMPACT END OF FIBER MATTING IN 12 IN X 6 IN TERMINALANCHOR TRENCH 3. 'USE %z IN -314 IN REBAR FOR PILOT HOLES PRIOR TO DRIVING LIVE STAKES INTO STAPLE. ALLOW 6 IN DIAMETER AROUND TUBELING WITH NO ECM,
GROUND PLANT THE ROOT BALL SLIGHTLY DEEPER THAN IT WAS IN THE TUB. (MIRROR IMAGE OF INITIAL TRENCH). PER MANUFACTURER'S RECOMMENDATIONS (TYP.)
8. USE ROLANKA BIO-D 90 COiR MAT OR APPROVED EQUAL. 4. DRIVE LIVE STAKE 314 OF ITS LENGTH INTO THE GROUND 5' 5. RECUT ANY LIVE STAKE TIPS DAMAGED BY INSTALLATION 9, STAKES SHALL BE 2IN X 2IN X 241N WOODEN DEAD STAKES. MIN 6 IN DEPTH
6. STAKES TO BE i!4 IN T01.5 INIDIAMETER, 3 FT LONG SEE STONE SIZING CHART
TUBELING DETAIL 2 AIL
T TO SCALE EROSION CONTROL MAT QET LIVE STAKE DETAIL No 3
1 NOT TO SCALE NOT TO SCALE
~ RIFFLE GRADE CONTROL DETAIL
~'J NOT TO SCALE
LOG
BURIED - -----------I a~____ -------------r-- _--------------;-------____._-r_--------- i_-_._ ~ ~I - BELOWi I --I
~ ~ I i 1 INVERT, I I i ~
I ' I' i LOG EXPOSE[ I LOG BURIE IN BANK I
I i I ~ I ~ I STONE SIZING CHART C
C SILL LOG ; } I I I I Z I r - - - _ _ _ _ _ _ _ _ ~ - _ - ®etaip
~ ~ I . FLOW I ~ I _ . _ .L. - - Ww _ .~w ___i _ - _ ~f--. I 15°lo Slope ax. Q~-. ~ ,.m.~ ~'~pe of Revetment Number I Functaor~ D50 Alotes
' r ~~x -~l~~.:~• ~ - I VERT TO PRO' __---_-w_w ~ ..v _...~u .k- ~ -r~. OP OF BAN _ _ ~ I - - inches
-_._y__ I _ _ ~ T K ~ ~ , 2, _ _ _ - _ -_1- _ - - _
W ._..m..-._ PROPOSED ~ ~ ~ . _ ~ I _ .~._..r.._. _,W__ ( i _ , _ I I Log Cross Vane 5 scour pool stone 1,5 1 in - 2 in River run pea gravel (rounded)
STREAM INVERT
_ I FILTER CLOTH ~ - - Riffle Grade Control 4 grade control 1.5 1 in - 2 in River run pea gravel (rounded)
- ~ D C' 0' TACK FROM MIDPOINT OF
UPSTREAM FACE OF SILL LOG
TER LOG IeVII F 0 le OM OF 0 I"O TO BOTT NOTE:
#6 HOOKED Y TACK FILTER CLOTH FROM UPSTREAM FACE
FOR FILL PLACEMENT ADD REBAR OF SILL LOG AND LOG VANE ARMS TO LIMITS OF
ADDITIONAL LAYER OF s:"i° SCOUR POOL STONE BOTTOM OF FOOTER LOGS. FILTER CLOTH AN ZING CHART FlnlISHED GR,4DE
FILTER CLOTH TO SEE STONE SI
EX INV. OF STREAM BED TO BE FILLED r LCG,, ~ Wfpa = 48 FT
J ,
' ~ ~ 2 FT MIN. TOP VANE LOG ~ , ---10 FT Wbkf = 28 FT 10 FT
PRO OS FT MINIMUM ~ ~ ~ /
TOP OF BANK EMBED 2 X It ~~„r, \ 6 FT 16 FT 6 FT / / / ~
TOP SILL LOG . ~ W T 15 SLOPE MAX FL_ ~W r ~ ~ B 1 FT 10% S~/ /
Z-y~~r~.~r,~ i,. Y I
~ D X x ~ ~ ~ a' \ t 2 FT 3,~\~ \ \ VAVA/A//A// //A//A//A//A/A/A/A/A/A/A/A//A//A~ AA//V// /
~ ~ _ i ; ~ . .:.LOG ' , 20-30 , , r,4~, ~ .
f EXPOSED B
R ~~r v . ,;~ti~ s. , , v ~ : ~ ~i,/;;: FOOTER LOGS (20 FT LONG) DOVETAIL AND ,
-~`~4 ~ ti ~„ti SECURE WITH #6 ~ ~ r 42 IN LONG HOOKED #6 HOOKED REBAR
REBAR AT 3 FT SPACING 6 TYP. RIFFLE SECTION SCALE: 1 IN = 5 FT
IE NV TIO EC
NOTE:
LOGS ARE TO BE FREE OF ROT OR CAVITIES AND SHALL BE
ROUGH-HEWED AND FREE OF BRANCHES. ALLOWABLE HARDWOOD SPECIES INCLUDE:
1. AMERICAN SYCAMORE (PLANTANUS OGCIDENTAUS) 4. GREEN ASH (FRAXINUS PENNSYLVANICA )
2. ALL OAKS (QUERCUS SP.) 5. ALL HICKORIES (CARYA SPP.)
3. IRONWOOD GAPIRNUS GAROLINlANA) 6. SWEETBAY(MA~NOLIA VIRGINtANA) ( AX DIUMDISTICNUN
7. BOLD CYPRESS(T 0 )
FINISHED GRADE
A R L Wfpa = 41.5 FT
- _ _ - - ~ _
1- Footer _ I i
r iN', ' o to S Fo o Ta orli Lo I Vane L To Vane g p g p Wbkf = 21.5 FT - 20 FT
. ~ ~ „ i ~o° ~ Elev ,•X" Eiev „d,~~ I Eleu ~ ft -IN" tt S- ft Log Dia. (in) Dia. (in) Dra. (in) Log Dra. (in) ~ Des~gnatron L (tt) B (tt); O O _ - (I -r--- I - --I----- - 2• /
16 20 15 ' 15 15 1 ~ 228.4 226; 6 230.4 2 LV 1 ~ 24 21.5 ~ \ 2,y 8 FT
- _ _ _ . 16 20 15 15 ~ 15 ` 15 227.7 ~ _ 225.9. 229.7 I \ 5% SLOPE \ 4.5 FT 9 FT
4 21.5 2 1V 2 2 ~ _ ~ --I-----~----
15 ~ 15 15 15 ~ 225.6 223.8 227.6 LV-3 24 21.5 2 16 20 ~ _ _ - [ i-_- \ 1 FT rs. 3 FT 3'1 A
' I r 16 20 15 15 15 15 ~ i 224.9 223.1 ~ -..226.9. - i LV-4 24 21.5 2 ---L---- - - 'r /
/
LV-5 24 ~ 21.5 2 16 20 15 15 15 15 223.3 221.5 225.3 _
20 15 15 15 15 222.6 ~ 220.8 224.6. 24 21:5 12 16 - CV-6 ~ ~ _ _ __.I- _
~ 219.3 223 1 2 16 20 15 15 ' 15 15 ~ 221.1 ~ - 24 ~ 21.5 1 LV 7 ~ . - r - - ~ - - - -
~ . F ~ a ~ 20 15 ~ 15 15 ~ 5 ~?ri 4 218.6 2'2 4 ti ~
7 TYP. POOL SECTION SCALE: 1 IN = 5 FT
IL A S 0
5 NOT TO SCALE
DATE: 5 EEB 2010 SCALE M&C FILE NUM9ER
~i„ ~nuuuur„u~, CONTRACT 0. 12H®07~ ® 1 ~ ORDER 00 CG 501 MCE PROD, # 3~'Rw 5~ C
A REVISIONS PER MARKUPS PROVIDED BY USACE IN LETTER DATED 1 MARCH 2010 3/92010 PRE OVAL A A AI OA B DRAWN KAB HORIZONTAL DRAWING NuMeER
ANH 462010 ~ 8 REVISIONS PER COMMENTS PROVIDED BY WATER MANAGEMENT BR C FE.SS q , DESIGNED KAB D1
~ 2 FORT NA ~ CHECKED CMS VERTICAL
v = S R~ _ CKJACK NORTH - BLA NTH PROD. MGR. TCS NA
3 3 5 0 5 1730 Vorsity Drive, Suite 500
~ ~ BUILDING N-4921 F Raleigh, NC 27606 NGINE v,,~ 33-8031 z1 DTI
%Op Phone: [phone] Fax: (919)2 GG NC 28307 ~ FT. BRA , D ~(1'7 STATUS: RENSION 7 V ! GULATORY RE1/IEW B
/~g1~1 C, S pP 00342
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