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NARRATIVE: MAINTENANCE PLAN: EROSION CONTROL NOTES: CONSTRUCTION SEQUENCE: r i` -, w N w'u i
THE PROPOSEDWNVICTORYMO LANE DEVELOPMENT PROJECTTY, IS WITHIN THE ISFOLLOWINGMAINTENANCE PLAN SHALL FOLLOWED N 1. BURIAL PIT LOCATIONS MUST BE DOCUMENTED ON FINAL 1. OBTAINCOUNTY.
GRADING/EROSION CONTROL PLAN APPROVAL FROM
THE TOWN HELIMITS A DISTURBED A IREDELLGECOUNTY,NORTH THE SITE OCOMPLETELYSTRCTI STABILIZED AFTERORHLBERECONSTRUCTION. PLAT. SET IREDELL COUNTY. SITE
CAROLINA.DEVELOPMENT ENT TOTAL X ED ACR8A C ES.THE PROPOSED FURING CONSON AND M THE NANCE OF AL SHALL ON ANSPONSIBLE 2. EROSION MORE THAN AN I A V T OUOF T E STAT EE 2. SET UPEL A ON-SITE PRE04)8 2-2352 ION ISCUSSCONFERENCESI WITH -
WORKICLUDAPPROXIMATELYIS SCLEING, RI IN 28 ACRES. SCOPE FOR INSPECTIONCONTANDTRINTENANCE OF ALL EROSION AND EROSIONN CONTROL VIOLATIONUBJECOF THE STATE EROSION CONTROL MEASURE(704)832-2352 TO DISCUSS EROSION
WORK INCLUDES CLEARING,STRIPPING AND GRADING FOR THE SEDIMENT CONTROL STRUCTURES. CONTROL ORDINANCE AND IS SUBJECT TO A FINE. CONTROL MEASURES.
ROADWAYS AND BUILDING PADS,INSTALLATION OF EROSION 3. NO MORE THAN 20 ACRES TO BE DISTURBED AT ONE TIME. 3. FOR PHASED EROSION CONTROL PLANS,CONTRACTOR SHALL .-
CONTROL MEASURES,GRASS-LINED DITCHES,STORM DRAINAGE 1. ALL EROSION CONTROL MEASURES SHALL BE CHECKED FOR 4. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. MEET WITH EROSION CONTROL INSPECTOR PRIOR TO
PIPES,UTILITIES,AND PAVING. STABILITY AND OPERATION FOLLOWING ANY RAINFALL TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION COMMENCING WITH EACH PHASE. OO,<s a, w
PRODUCING RUNOFF AND AT LEAST ONCE EVERY WEEK.ANY CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN 4. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO a� Ha 0 PMETEM:il
NEEDED REPAIRS SHALL BE MADE IMMEDIATELY SO THAT ALL SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION REMOVAL OF ANY EROSION CONTROL MEASURES. "41 4 EROSION CONTROL MEASURES ARE MAINTAINED AS DESIGNED. SEQUENCE SHOWN ON THE PLAN. 5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY • I� �
2. ALL SEEDED AREAS WILL BE FERTILIZED,RESEEDED AS 5. ALL AREAS ARE TO BE SEEDED AND MULCHED PER THE NEW MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. 1 -
NECESSARY,AND MULCHED IN ACCORDANCE WITH THE SEEDING STABILIZATION TIMEFRAME TABLE ON SHEET. 6. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN
ill SPECIFICATIONS IN ORDER TO MAINTAIN A DENSE VEGETATIVE 6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT ACCORDANCE WITH THE N.C.EROSION AND SEDIMENT CONTROL . MI
COVER. MAY BE REQUIRED BY IREDELL COUNTY EROSION CONTROL PLANNING AND DESIGN MANUAL. wa
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3. FENCE AFTER
EACTHALLORM BE REMOVED NFEN SEDIMENT INMAXIMUM
T. Af
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FENCE AFTER EACH STORM EVENT OR SEDIMENT FENCE ]. MAXIMUM TEMPORARY GRADED SLOPES ARE 3:1.WHEN STEEPER PHASE 1 .♦• . -•,
SHOULD BE REPLACED.THEY MUST BE REMOVED WHEN SLOPES MUST BE USED,PLANS SHALL BE SEALED BY A 1. CLEAR ONLY AS NECESSARY TO INSTALL EROSION CONTROL * �,
DEPOSITS REACH APPROXIMATELY HALF THE HEIGHT OF THE GEOTECHNICAL ENGINEER FOR SLOPE STABILITY AND FINAL MEASURES IN THIS PHASE. 4#4 ,11) •
BARRIER.ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER SURFACE STABILIZATION. 2. INSTALL CONSTRUCTION ENTRANCE AND ALL SILT FENCE, r' L• F,I \y THE SEDIMENT FENCE IS REMOVED SHALL BE DRESSED TO 8. ALL WORK IMPACTING STREAMS MUST HAVE APPROPRIATE INCLUDING OUTLETS. 7�7
4. CONFORM TO THE EXISTING
DE,PREPARED AND SEEDED. NCDENR-DWO AND U.SAC.E.(401/404)PERMITS.
INSTALL
ON CONTROL
NS
SEDIMENT REACHES THE MSEDIMENT BASINS SHALL UD--DEPTH POINT BELOW THE WEIR ANED OUT WHEN THE LEVEL OF
9 DIRECTED ALL FLOW FROM PERMANENT/TOWARDS SEDIMENT TRAPS�UNTIL SITE RY ES SHOULD BE 3 STOCKPILE
AS N PILE EXICESS SOIL UPHILL IOF ANDI ADJACENT TO EACH VICINITY MAP `���EfL\�N''••C---,:�'kyy ::
ELEVATION.WASHED STONE SHALL BE CLEANED OR REPLACED COMPLETELY STABILIZED. 4. CONSTRUCT DIVERSION CHANNELS AND INSTALL WATTLES. NOT TO SCALE ( 29r.
s.
WHEN THE SEDIMENT BASIN NO LONGER DRAINS PROPERLY. 10.ALL PERMANENT SLOPES STEEPER THAN 3:1 SHALL HAVE 5. SEED,MULCH,AND TACK EACH BASIN. S ( LICENSE NO.: -
5. GROUND COVER SHALL BE ESTABLISHED ON EXPOSED SLOPES EROSION CONTROL MAT EQUIVALENT TO NORTH AMERICAN 6. CALL EROSION INSPECTOR FOR APPROVAL PRIOR TO BEGINNING • F_1407
PER THE NEW STABILIZATION TIMEFRAME TABLE ON SHEET C6.7. GREEN SC75. FULL GRADING OPERATION PER PHASE 2.
6. SEDIMENT DEPOSITS SHALL BE REMOVED FROM TEMPORARY 11.DE-WATERING OF THE WORK AREA DIRECTLY INTO A STREAM, 11.T.'f • ,.
CHECK DAMS AND/OR WATTLES AFTER EACH STORM EVENT. CREEK,WETLAND,ETC.IS PROHIBITED. \\�
STONE FACING SHALL BE CLEANED OF CONTAMINATED STONE 10.ANY OFF-SITE BORROW OR SPOIL SITE USED DURING I /Q.111-1 5
AND REPLACED WITH CLEAN WASHED STONE. CONSTRUCTION SHALL HAVE AN APPROVED EROSION CONTROL
PLAN.
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r PROJECT INFORMATION
IUOBAB0 o0Kinox PROJECT MANAGER: JWF
DESIGNED BY: BOX
gI m GRAPHIC SCALE DRAWN BY: BSS
2.400
� /. ,Po - PROJECT NUMBER: JV TED
ORIGINAL DATE: TBD
Know what's below. (IN FEET) SHEET:
Call before you dig. 1 inch= 100 n. C-6.O