NCC241067_Site Plan or Location Map_20240409

GENERAL NOTES FOR CONSTRUCTION ACTIVITIES: EROSION CONTROL CONSTRUCTION EROSION CONTROL OPERATIONS 8 GRADING $ S/E CONTROL KEY:
5EOUENCE: MAINTENANCE SCHEDULE:
I. EROSION AND 5®IM?tT CONTROL PLAN(SEE SHEETS SP-5.0.SP-5.1.5P-5.2.5P-5.2.5P-5.3. - ---- I. LIMITS of coNSTRucrloN LINE FOR THE PROJECT
SP-5.5) I.T OBTAIN 6RADIN6/ERGNON CONTROL PERMIT AND PLAN APPROVAL FROM THE INSPECT ALL SEDIMENTATION AND ENO51M CONTROL DEVICES FOR STABILITY AND 2. SURFACE WATER FLOW DIRECTION OR SWALE,TYPICAL _
A.CONTRACTOR MUST IMPLEMENT THE EROSION AND SEDIMENT CONTROL PLAN APPROVED FOR THIS SEDIMENT EROSION CONTROL DEPT.0 NGDEQ. FIRNCTON EACH W3HC AND FOLLOWING EACH RAINFALL EVENT 6 TAKE COfd�CTIVE ACTION
PROJECT BY THE DIVISION OF LAND RESOURCES OR BY AN APPROVED LOCAL PROGRAM 2.CONTACT EROSION CONTROL INSPECTOR 8 LANDSCAPE ARCHITECT,TO ESTABLISH A Ill
MAY INCLUDE A IS HOT LIMITS A H NFAI-L N6: 3. CONSTRUCTION ENTRANCE/EXIT,SEE SHEET 5P-5.5.,DETAIL 503
PRE-CONSTRUCTION CONFERENCE AND AN INSPECTION SCHEDULE.
ADHERENCE TO THIS EROSION 8 SEDIMENT CONTROL PLAN IS AN ENFORCEABLE COMPONENT OF THE 3.CLEAR SITE ONLY AS NECESSARY TO INSTALL INITIAL EROSION CONTROL MEASURES AS I. REMOVE SILT/SEDIMENT FROM TEMPORARY TRAPS WHEN ACCUMULATED VOLUME HAS 4. SILT/SEDIMENT FENGIN6 t Ib 52 LF SEE SHEET SP-5.5,DETAIL 501 SF SF SF
STORM HATER PERMIT.THI5 PLAN WILL IDENTIFY AREAS WHERE THE MORE 5TRI NGENT l AND I4 DAY FOLLOWS: REACHED 50%OF CAPACITY,(IF REQUIRED FOR THIS PROJECT). p�q�
GROUND STABILIZATION REQUIREMENTS APPLY.SEE NEW"GROUND STABILIZATION REQUIREMENTS"AT A.TEMPORARY TREE PROTECTION FENCING. 2. REMOVE ACCUMULATED 51LT/SEDIMENT FROM BEHIND TEMPORARY SEDIMENT FENCE WHEN 5. GRAVEL OUTLET AT SILT FENCE 0 33 TOTAL),SEE SHEETS SP-55 FOR DETAIL 502,TYR SF p/x,y� SF THE RIGHT 8 ON SHEET SP-5.2(N GROUND STABILIZATION GROU STABILIZATION 4 MATERIAL HANDLING). B.TEMPORARY CONSTRUCTION ENTRANCE/EXIT DEPTH EXCEEDS APPROXIMATELY O.5'.REPAIR AND REPLACE SILT FENCE AS NECESSARY. 5LA,G.TEMPORARY SILT FENCING 3. SEED AND STABILIZE TEMPORARY DIVERSION BERMS WITHIN 1 DAYS AFTER THEIR 6. BLOCK 8 GRAVEL INLET PROTECTION(1),SEE SHEET 5P-55,DETAIL 505. MASTER PLANNING•LANDSCAPE ARJORDAN CONSULTANTS,ASLA, A
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2.MONITORING♦ INSPECTIONS(SEE SHEET 5P-5.3) D.INSTALLATION OF ALL PERIMETER EROSION AND SEDIMENT CONTROL MEASURES CONSTRUCTION, INCLUDING'GLEAN'WATER DIVERSION BERMS.RE-6RADE/REPAIR BERMS GI TE DesI.N
WHERE REQUIRED AS REQUIRED. PA.BOX 1609-1•WKTON5PLBN,NO 2'1115
A.CONTRACTOR MUST KEEP A RAIN GAUGE ON SITE. 4. CONTRACTOR SHALL APPOINT AN ONSITE INSPECTOR AND MAINTAIN RECORDS OF 1. DROP INLET WITH HOPE;SEE SHEET SP-5.5 FOR DETAIL SP-510 Sr 1E ,s sa.Tn.1�a-JoreonlaohelleoN t
B. DEDICATED DEMOLITION AND OTHER WASTE AREAS AND EARTHEN MATERIAL STOCKPILES MUST BE 99LP Ib9cXnQHbp' INSPECTIONS IN ACCORDANCE WITH THE PROVISIONS OF THE SELF IN5PEGTION BY THE
LOCATED AT LEAST 50 FEET FROM STORM DRAINS OR STREAMS UNLESS NO ALTERNATIVE IS ---EFFECTIVE APRIL I,201q,PERSONS GONDUGTING LAND-0I5112BING ACTIVITIES,LARGER CONTRACTOR UNDER STAGE ONE SELF INSPECTION NOTE IN THE SEDIMENT 8 EROSION b' TREE PROTECTION FENCE(1 Ib20 LF);SEE SHEET SP-53,DETAIL 5O0 -X-X-X-X-X-X-X-
FEASI-E. THAN ONE(U ACRE,MUST INSPECT THEIR PROJECT AFTER EACH PHASE OF THE PROJECT, CONTROL CONSTRUCTION SEQUENGE ABOVE.
C.CONTRACTOR MUST INSPECT ALL EROSION 8 SEDIMENT CONTROL MEASURES AT LEAST ONCE A WEEK ANO DOCUMENT THE INSPECTION IN WRITING ON APPROVED FORMS AVAILABLE FROM 5. THE CONTRACTOR SHALL AL 50 REGULARLY GLEAN OUT ALL TEMP.SEDIMENT TRAPS OR 9. TOM n I THRU.5 SEE THIS SHEET FOR LOCATIONS&SHEETS SP-4.I,SP-4.2,SP-43 N SP-4.4. 0
WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN A HALF INCH(DURING A 24 HOUR PERIOD), NCDEQ,SEE SHEET SP-5.3 TEMP.SKIMMER TRAPS,(IF REQUIRED FOR THIS PROJECT). .mmnu xwsrev,xnca,m.
CONTRACTOR MUST TAKE CORRECTIVE ACTION FOR ANY DEVICE FAILURE. STAGE TWO b. THE CONTRACTOR SHALL REPAIR AND STABILIZE ANY ERODED BANKS OR SPILLWAY 10. AREA TREE SAVE SUMMARY LINE(IF REQUIRED). O
D.CONTRACTOR MUST INSPECT ALL OUTLETS WHERE STORMWATER RUNOFF LEAVES YOUR SITE AND q BEGIN GLEARING,GRUBBING AND STRIPPING OF SITE AS REQUIRED.STOCKPILE TOPSOIL STRUCTURES WITHIN 1 DAYS OF ANY MAJOR RAINFALL EVENT OR OTHER DAMAGE. Z CA SHj1CAR
EVALUATE THE EFFECT ON NEARBY STREAMS OR WETLANDS.GORREGTIVE ACTION MUST BE TAKEN IF ON-SITE WITHIN AREAS PROTECTED BY EROSION CONTROL MEASURES FOR LATER T. THE CONTRACTOR SHALL ALSO REPAIR/GLEANOUT ANY INLETS, OUTLETS, SILT FENCE II. RIP RAP APRON SECTION,SEE DETAIL,SOb,SHEET SP-55 t+`........,0 QP,.�oE <,
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SEDIMENT IS DEPOSITED OFF SITE OR INTO A STREAM OR WETLAND,OR CAUSES A VISIBLE INCREASE DAMAGED,PIPING,AND MECHANICAL DAMAGE TO SKIMMER PARTS WITHIN l DAYS OF A O O: p,.oscye,_'y_a .n"2,+asca +A�y'Iqq
DISTRIBUTION AND/OR REMOVAL,IF REQUIRED. _ U T �,t ?: d
IN TURBIDITY(CLOUDINESS)OF ANY WATER BODY. 5.BE61N SITE GRADIN6. MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WITH MAJOR RAINFALL EVENT. 12. TEMP.DIVERSION BERM/DITCH(E 2,020 LF).SEE DET.SO9,SHEET SP-5.5 TD _ TID Z LOCATION I-AF ?,
E. CONTRACTOR MUST KEEP RECORDS OF THESE INSPECTIONS AND ANY CORRECTIVE ACTIONS TAKEN. MAINTENANCE PLAN ON THIS SHEET.INSTALL ADDITIONAL EROSION CONTROL MEASURES
F. CONTRACTOR MUST COMPLY WITH ALL ITEMS ON SHEETS SP-5.0,SP-5.I,SP-5.2,SP-5.3,SP-5.4 8 SP-5.5 A5 REQUIRED. I3. ROCK CHECK DAM 0 TEMPORARY DIVERSION BERM/DITCH(4 TOTAL)SEE VET.50b SHEET 5P-5.5 NT5 -+• m No.830 ='*- ll C-391 a a-
6.INSTALL STORM DRAINAGE SYSTEM AND UNDERGROUND UTILITIES.STORM PIPING SHALL AI
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3.OPERATION♦MAINTENANCE(SEE SHEET SF-5.0,5P-5 1 d SP-B 2) BE INSTALLED TO THE POINT WHERE IT ENTERS EACH TRAP,IF REQUIRED. COMPLETION 14. TEMPORARY ON SITE CONSTRUCTION CONCRETE WASHOUT STRUCTURE WITH LINER. PROVIDE A CLEARLY b u
OF PIPING WILL ONLY BE ALLOWED ONCE THE SITE HAS BEEN DEEMED STABLE BY THE �}"�� O''e ad Pq
A PCONTRACTO ERM RMANGE OFTSTORM'WATER GONTROLSO.THIS AND MAINTENANCE
TTAKE CORRECTIVE ACTION IFEAROS�ON'AND NLES AS STOION RM DRAIN SYSTEM INSTALL
rGOMPETEDGTION AROUND ALL EX. 8 PROPOSED O G MARKED SIGN INDICATING THE LOCATION,SEE DETAIL ON SHEET SP-5.4 8 THESE SHEETS,SP-4.0,5P-4.3 ® O
SEDIMENT CONTROL FACILITIES ARE NOT OPERATIN6 PROPERLY. OPERATION AND MAINTENANCE 1. AFTER THE INSTALLATION OF THE PROPOSED DROP INLET AMC ANY STORM PIPE,THE TRAIL SLOPE KEY; 8 5P-5.0 FOR LOCATION. ,
INCLUDES BUT IS NOT LIMITED TO THE"EROSION CONTROL OPERATIONS MAINTENANGE v.HFr°,I P CONTRACTOR SHALL PREP THE MULTI-MODAL TRAIL BED OR PARKING LOT AREA, ,
SHOWN ON THIS SHEET. (COMPACT 5UB6RADE,PLACE 8 COMPACT ABC STONE OR SAND ROCK),FOR THE I5. TEMPORARY SKIMMER TRAP,SEE DETAIL 511,SHEET 5P-5.5
PROPOSED INSTALLATION OF THE ASPHALT PAVING OF THE PARKING LOT, OR SLOPE SECTION
MULTI-MODAL TRAILS.THEN THE CONTRACTOR SHALL INSTALL ASPHALT PAVING FOR •
4.NGGDI SELF INSPEGTON.RECORD k:EEPIN6 f REPORTING(SEE SHEET SP-B 3) I6. PROPOSED SPOT ELEVATIONS ALONG TRAIL OR PARKING LOT,TYPICAL u
THE PARKING LOT AND RE-COMPACT SAND ROCK TRAIL AGAIN.
A.CONTRACTOR MUST PERFORM REGULAR INSPECTIONS,MONITORING IMPACTS TO NEARBY WATERS.IF g'SEE NEW GROUND STABILIZATION TIME FRAMES ON 5HEET_SE-- DURING a AFTER t 5% A J. PROPOSED SLOPE/GRADES FOR TRAIL _3.$���
THE CONTRACTOR,SUBCONTRACTOR,OR OTHER TRADE AFFILIATED WITH THIS PROJECT OBSERVES GRADING OPERATIONS,SHOWN ON SHEETS 5P-4.0.SP-4.1 8 SP-42. GOnSUtnn Engineer:
SEDIMENT THAT HAS BEEN DEPOSITED R A STREAM OR WETLAND,THE DIVISION OF WATER QUALITY g'RESEED/STABILIZE ALL OTHER DISTURBED AREAS IMMEDIATELY AFTER FINISHED B Ib. 6RADIN6/LIMITS OF DISTURBANCE LINE FOR PROJECT PARKING LOT B 126p6b SF LAND DISTURBED). """" J 9
GRADES HAVE BEEN ACHIEVED.TEMPORARY VEGETATIVE LOVER SHALL BE PROVIDED '•............:
REGIONAL OFFICE MUST BE NOTIFIED WITHIN 24 HOURS AND PROVIDE WRITTEN NOTICE WITHIN 5 DAYS OVER DISTURBED AREA5 WHICH MAY NOT BE AT FINAL GRADE BUT WHICH WILL BE LEFT f b-15% G
(PER ITEM 43 ON PAGE 6 OF THE GENERAL PERMIT),COPY OF SAID CORRESPONDENCE SHALL BE UNDISTURBED, IN ACCORDANCE WITH THE 5EEDIN6 SCHEDULE ON THIS SHEET,THE IS,A LIMITS OF DISTURBANCE FOR TRAILS IS A MIN OF I6'AROUND THE PROPOSED TRAIL.ALL EL MEASURES
FORWARDED TO THE DIVISION OF LAND RESOURCES(DLR). GENERAL NOTES FOR CONSTRUCTION ACTIVITIES ON THIS SHEET 8 THE GROUND 6 DEVICES ARE TO REMAIN WITHIN THE LIMITS OF DISTURBANCE LINE.
STABILIZATION SPECIFICATIONS
SH SHOWN ON SHEET SP-50 8 SP-5.4. f rJ%a 1TCt UJ D O " A
5.NGG02 GROUND STABILIZATION AND MATERIALS HANDLING(SEE SHEET SP-S 4) 10.CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE COVER HAS 1I EXISTING LOW AREAS ALONG THE GREEK-POTENTIAL GREEK GROSSING,TYPICAL Know what's below.
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BEEN ESTABLISHED OVER ALL DISTURBED AREAS AND SITE HAS BEEN STABILIZED. EX.Grovel Trail E
A.CONTRACTOR MUST PERFORM ALL OF THESE ACTIVITIES AS SHOWN ON SHEET SP-5.3,SP-5.4 4 THE REMOVE EROSION CONTROL MEA5JRE5 ONLY AFTER FINAL INSPECTION AND APPROVAL 20. EXISTING HIGH POINT LOCATIONS HP®t 840.00 Call before you dig.
SEEDING SCHEDULE/MIXTURE SHOWN ON THIS SHEET s2E FOR PERMANENT OR TEMPORARY SEEDING. BY INSPECTOR. 2% F
21. EXISTING LOW POINT LOCATIONS LP®t1b0.00
b.NON-GOMPLIANGE AND PINES "At Grade" G az -1-1N6/ABANDONED Lo-IN6 TRAILS North Carolina One-Gall Center,Inc.
NORTH CAROLINA&II
A. PROJEGT5 THAT VIOLATE 5TORMHATER PERMIT CONDITIONS AND/OR HAVE UNAUTHORIZED WATER 25. STREAM GROSSING/FORD CRO551N6.SEE DETAIL 6Oq,SHEET SP-6 AND SHEET 5P-4.I(ENLARGEMENT) �•' °:i
QUALITY IMPACTS ARE SUBJECT TO FINES.CIVIL PENALTIES OF UP TO s25,000.00 PER DAY FOR EACH '^
VIOLATION MAY BE ASSESSED.
B. SEE SP-5.3 NGGOI SELF INSPECTION,RECORD KEEPING 8 REPORTING FOR OTHER SITE COMPLIANCES.
C.SEE SHEET SP-5.4,GROUND STABILIZATION 8 MATERIAL HANDLING FOR OTHER SITE COMPLIANCES. 24. STREAM IMPACT ZONE:CONTRACTOR SHALL ENSURE THAT THERE IS NO ACTIVITY WITHIN THIS AREA OR
PERFORM AGNITIE5 THAT CAUSE IMPACT TO THE EXISTING STREAM. ALL EG MEASURES SHALL BE A
MINIMUM OF IS'AWAY FROM ANY STREAM LINE.
GROUND STABILIZATION TIME FRAMES
SITE AREA STABILIZATION STABILIZATION TIME L
DESCRIPTION TIME FRAME FRAME EXCEPTIONS , �-"/� )11)/ /II �/ / J f�sT\ �,\\\�\\\ I �ow� a tl�'\\l(l�l`\\-�����i -- �p-i�•••-_"`�` � ':���
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Perimeter dikes, l days None - (/ / - -�J _ ) SS\ \ / �~fi _ ==C' y''_ NOTE:
rm��wales,ditches -- -Y ..-,..-...+.. i
a d slopes ��".. -- m ,
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High QUaI¢y water -I days None no0'-'I !( ) I I \ \\ \ / \ < ? C } I ) t ) ' \ \J\ _-'"� <{ l/�C`___�`���=�_� �`•-�-� s oa9 6 ar aT
HQ u zones �V I . 1 I\\\ \v / \`\1\\\\ _ \ = --' / \ w ,
Slopes steeper l days If slopes ore 10'or less J ;I 5\\\\\\ -_\ ) \ J f ) \�\\!t \` ��� - -, r/l_ -- •>r'
thin 3;1 in length and are not \\ \ °` ✓/ \ \ ( ( ( ��\\\\\lPA1'Tay o-ss-aszs 1 u,
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steeper than 2:1,14 dais
allowed /1</ i 1 \ \\ \ \ \--� •\ \ // ,18A \ \ \\\ �\j�' ��/ii�=rr� ('rii��_��i/r `��1 \ _,°�a=� / '� �, �-zos, w<i��-.a,.
sla 31 or 14 da l-doe for sl ■I \ \ I \ \\�-� i� \ �. // r \ \`- I J�/� \ \\\1/(��r � �J);�1 ` / _ ,. do _ ___ �V� \i
Pl'tter eat&u,on so feet In \ � i/ r 1^/eau .}- \\ \ - s I (� r/ `� 1 / /_ � �� - ---�-C \ _..-aX \gr \ \) h;I ;r'I\ _,\c,, _ -t`: \ / )N\
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All ou,er areas 1a as None(Exce t for ■ -- - 1 _ \�\\ %/, �' S /' - ^ '"� )'I%?j ;;V. i�,"' --- �l\n��:: �\ /
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Sheet Number:
'312 _^ / tl ( /•-�-i// \ '` r' sa sae"Nt
APPROX.NORTH
(EASTERN SECTION) 200 lo0 0 200 400
I,, G G T As instruments of s lce these drawings and the
(Y VE JTERN JEG ION) oe ^' /^/ - S � deliq represented are the property of
�� -J/- '0 CRAPHIG SCALE: I"=200-0 Jordan Gon-Rant&,ASLA,PA.Reproduction,or
of these edrawing Other than for the m
I project tend d Wlthos ut written ent from
the Ond...pechitect is prohibited.
I.houthorl-d a5e rwill be subject to legal action.