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Home My WebLink AboutNCC190012_ESC Approval Submitted (2)_20190404I Ste£: 1'cW N/F FOREST GLEN BY THE NEUSE MOA TAG 05104024A DO 2695, PG 9S7 PB 50, PG 221 TRAILING OAK TRAIL (60' PUBLIC RM ' l PB 50, PG 221- - - N/F FOREST GLEN BY THE NEUSE HOA TAG 0SUM024 DB 2695, PG 9S7 P'B So. PG 221 -rgN(pojtAR'i SEDrMENT SETBACKS: FRONT: 10' REAR: 15' SIDE AGGREGATE:12' SIDE MINIMUM: 6' CORNER SIDE: 18' PERIPHERY BUFFER: 30' O EMISTING IRON PIPE O SET IRON PIPE STREET ADDRESS pU PUBLIC U71UTY EASEMENT ffa PUBLIC UTILITY EASEMENT I NO OWENS TAG OSHb1015D DO 3984, PG 503 PB SO, PG 221 curve Table - Curve NffLength Radius CHORD BEARING CHORD DIST. Cl 150.00 NIS- SS' 36-W 90.75 C2 123,85 150.00 N57' 14.17-W 120.36 C3 30.99 150.00 NOW 48' 39-W 30.24 C4 39.27 25.00 N42' 16'12'E 35.36 CS 14.62 50.00 SS' 38'44'W 14.57 CIS 42.91 SO.00 S38' 36'26"W 41.61 C7 42.10 50.V S87' 18' 56'W 40.87 CO 38.72 50.OD N46' 22' 46'W 37.76 C9 61.71 s0.00 Nll' 10OO'E S7.89 204 19AC N/F PHINAYEE TAG OSIOWISM D8 3973. PG 42 PS 41, PG 17 N/F SUMMERLYN MCA TAG PIS 97 DB 422828, PG 976 PB 77. PG 365 r s 4>� s�Ljj4 f Rips TAG 05104038E D8 3474, PG 762 PB 70, PG 369-373 ® - - - N/F SUMMERLYN HOA TAG 05104039 DB 3304, PG 155 PS 70, PG 368-373 Curve Table - Curve v&210.00 ius CHORe2205 D DIST. C3100 S28' 5.82 C120 547'S.36 C1300 N87' 9.12 C14.00 N72'.00 CIS 00 N40'6.11 C16 21.20 25.00 S57' 45' 51'E 20AG C17 12.S0 25.OD N83' 43' WE 1237 CIS 36.44 25.00 N27'39'04'E 33.30 C19 77.90 120.00 N32- 42' 12"Wr 6.54 Easement Line Table Line ELI EL2 EL3 EL4 ELS - EL6 _TLAIVDS Ell EL8 EL9 Flo. �; £L10 ELI1 EL1 EL13 $st EL24 ELSS 028 EL16 fL17 o N/F ITE LAND 8, EL IO TIMBER LLE TAG OSIO4043H EL19 DS 399S, PG 659 PB $4, PG 26.28 E120 EL21 EL22 E(28 a e �¢Vo Sa t 96 AH SHENANDOAH HOMES LIE 53 55 N/F TAG OSIDG0430 SHER) )AN HOMES 11E DB 4957, PG 2S3 N/F PB 84, PG 26.28 TAG 05104D43C �,�p DAUGHEP 08 4956, PG 484 lei TAG OS1041 34 PS $4, PG 16-29 DB 4993, PC NR AL1 PS 84, Pa 2 sHENLiAG 8 P4216'28 P8 84, PG 26-28 Pg N/F --- - GRIMA191 NO PUNWOODY N/F TAG 0510403OF GARTER DO 3482, PG 157 TAG 05MW381 PB 70, PG 360.379 DO3532, PG 67 PB 70, PG 368-373 7W ORCHWS AT SWAVL YN PH4SE 1 PS 70. PG 365-372 Curve Table Curve 4 Length Radius CHORD BEARING CHORD DIST. C21 55.6E S0.00 S81°35'WE 52.93 C22 45.18 S0.00 523'49 12'E 43.66 C23 45.18 SO.00 527' 57' 25"W 43.66 i C24 45.18 Shcm 579° 44' 01'W 43.66 C25 20.14 50.00 N62' S0' 23-W 20.00 C26 SS o9 180.6D N42° 32' OWW 54.88 Cal l61.76 180.00 N23'S6'07"W 61.46 C28 33.84 25.00 39" S52°52'E 31.31 TAG OSID40380 OB 4081, PG 292 PS 70 PG 368-373 Len�tA 98.53 134.71 22.32 243.79 97.K 138.39 146.3E 131.6S 30.33 27.89 77.34 85.75 IS3.60 WAS 139.63 1S2.16 82.64 122.71 133.30 3S.32 3S9A4 29.23 99.33 N26' 48' 84'W SW SC 33'W N2' 43' 48'W NW SW 47' 4t"E N71' 05' OS'E S36� N361 109 .7 W S71' OS' 09'W S27' 1S' Sl'W s7° 23' 24"W S2° 07' 22'W $so, S9' WE S8' 03' 22'W N8' 0322 E HS8' 59' 17'W N2' 07' 22'E %5. 48' 12'W N6S' 48' 12'E N7' 23' WE N67' 17' 21'W Mw S4' 33'W s26° 48' 24'E AppRoX/MATC TV PAP ("r-) 43E 697 T.ErMPD/LARi s 28 W,, Iwkcpj r ---a •�y1PD1LAt�( ,�,♦ TEMPoRa4:Y GNEt*4 VAnn PRA+wW6E FL014 -� �► Easement Curve Table Curve 4 Length Radius CHORD BEARING CHORD 057. EL30 10.07 50.00 S59' 36' SD'W 10.05 EL31 IO.07 50.00 S48' 04' 37"W 10.05 EL32 10.29 2S.00 S86- IS- 02-W 10.22 EL33 10.29 25.00 N7U' 09' 2rw 10.22 EL34 10.07 S0.00 N38' 25' 41'W 10.05 EL35 10.07 50.00 N29' 57' 54'W 10.05 EL36 10.07 S0.430 S68' S7' 43'W 10.05 EL37 1 10.07 50.0D SS7' 2S' 30-W 10.05 4 E a STATE COUNTY REGISTER OF JOHNSTONDIEEDK STATE OF NORTH CAROLINA, JSTON COUNTY TINS INSTRUMENT WAS PRESENTEO FOR REGISTRATIO19 AND RECORDING THIS ' 3� ELDAY OF -i ' - 201E AT Pp, M 11 � � I >b ® X Lo LIsR s O .�1A jybp F A N a m V � c C n Ec C M IL P ®w LO >�00 err �� WrO0 DO y¢�o J Z N &LUHr4 LL = ju < Z >®5 =)Z�<7 X LLI WXIL O M 9AC9 0 MN51MCMW SEQUENCE. 1) INSTALL CONSTRUC1ION ENTRANCES (]5 EACH) 2) INSTALL SILT MONO AND SILT FENCE OUTLETS (DISTURBING ONLY THE AREA NECESSARY FOR FENCE AND OUTLET INSTALLATIONS), AS SHOW ON SHEET JUL 11 a /4 OF S. 7) CRADE STE 4 SEED AND MULCH ALL AREAS AS PER GROUND STABLIZATON S COI(:ATONS FOR TIME RECJREMEN15 FOR ESTA9LM6NG TEMPORARY SEEDING AND PERMANENT SEEDING AND FOR SEEDING RATES & TYPES. 5) TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE NOT TO BE REMOVED WITHOUT THE APPROVAL E NCOEO RPFIMRD SPECIFICATIONS sumom-auzAllam THOROUGHLY CULTIVATE LAW AREAS BY DISONO TO A DEPTH OF B' AND RAKING THE SURFACE SMOOTH TO REQUIRED GRADES APPLY 4.000 LIPS OF AGRICULTURE LIME PER ACRE AND 1,000 LOS OF 10-10-10 OR EQUIVALENT FERTILW PER ACRE TEMPORARY SEFDINO WERE TEMPORARY SEEDING IS REOUN$D PRIOR TO STEOING OF PERM- ANENT LAWNS ORNU SLOPES PROCEED AS FOLLOWS: OCT. 15114-MAR. IST SOW RYE GRAIN AT THE RATE OF 120 LBS. PER ACAC MAR 1ST-AUG 157H SOW GRAIN MILLET AT OF RATE OF 40 195. PER ACRE AUG. 151H-OCT. 15TH SOW RYE GRAIN AT THE RATE OF 120 LBS PER ACNE. GROUND COVER WILL BE ESTAN.ISIED FOR All DISIl1F®m AREAS WITHIN I4 CALENDAR DAYS AND INHN T CALENDAR DAYS IN AREAS WITH SLOPES OF AT OR STEEPER AND AROUND THE PERIMETER OF THE PROJECT. SEE GROUND STABILIZATION CHART III. W=NO NFOR TR EMMY SEEDI IMMEDIATELY FOLLOWING SEMI , APPLY STRAW MULCH ON SEEDED AREAS (FROMM AT A RATE OF 2 TOR PER ACRE FOR SMALL GRAN MAY)). PLACE STRAW MULCH UPGFORILV N A CONTINUOUS BLANKET. ALL SLOPES LESS THIN 3:1 STEEPNESS AND ALL LAWN AREAS ARE TO HAVE MULCH ANCHORED BY THE USE OF A TRACTOR DRAWN MULCH ANCHORING TOOL TO PUNCH MULCH INTO THE SOL ALL SLOPES Set OR GREATER ARE M HAVE ASPHALT TACK APPLIED AT THE RATE OF 225 GALLONS ACRE APPLY WATER WITH A FINE SPRAY IMMEDIATELY AFTER EACH AREA HAS BEEN MULCHED. Pcwe..�T •EEDIN.S- SEED PERMANENT LAWN AREAS BETWEEN MARCH 1ST TO AUGUST 15TH WITH MULLED COMMON BERMUDA 5 LEM PER 1.000 SQUARE FEET OR PANT WITH BERMUDA 419 SOD WHERE SPECIFIED. BETWEEN THE DATES OF AUGUST 24 - SWTEM ER 15 (BEST) OR AUGUST 20 - OCTOBER Z5 (POSS6RE) AND FURUARY 15 - MARCH 21 (BEST) OR FEBRUARY t - MARCH I (POSSIBLE) USE THE FOLLOWNG SEEDING umTURE` 200/250 LOS. TALL FESCUE 20 LBS. SEMCEA LESPED° EZA 10 LOL KOM LESPEDEZA ,ODD LBS. 10-10-10 FERTLIM 40M 195, LIMESTONE SEED PERMANENT FILL SLOPE AREAS BETWEEN MARCH 1ST TO AUGUST 167H WITH 40 LBS. S:RILEA 1FSPFDM AND TO LBS HULLED COMMON BERMUDA PER ACRE. GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST E PROVIDED FOR ANY PORTION OF A LAND-OISIURBNG ACTIVITY WITHIN FIFTEEN (15) WORKING DAYS OR SIXTY (60) CALiHDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR pIEPhLLPMENT, WmCIMEVER PE000 NS SHORTER Mae GHM (FDR PERMANENT SEEDING) IMMEDIATELY FOLLOWING SEEONO• APPLY STRAW MULCH ON SEEDED AREAS TO A THICKNESS OF ONE INCH. PLACE STRAW MULCH UNIFORMLY IN A CONTINUOUS BLANKET. ALL SLOPES LESS THAN I:1 STEEPNESS AND ALL LAWN AREAS ARE TO HAVE MULCH ANCHORED BY THE USE Oi A TRACTOR DRAWN MULCH ANCHORING TOOL TO PUNCH MULCH INTO THE SOL ALL SLOPES 5:1 OR GREATER ARE TO NAVE ASPHALT TACK APPLIED AT THE RATE oF225 GALLONS/ACRE APPLY WATER WITH A FINE SPRAY IMMEDIATELY AFTER EACH AREA ALAS BEEN MULCHED. TEMPORARY CHANNEL LININGS IFREQUIRED SHALL BEINSTALLED A AREAS AS SHOWN ON PLANS, OR AS REQUIRED TO PREVENT EROSION. LININGS ARE ro E LEFT IN PLACE THROUGHOUT PERMANENT SEEDING PROCEDURE MAINTENANCE_+ RE-S® AND RE -APPLY MULCHING N ANY AREAS THAT FAIL TO ESTABLISH GROUND RIVER. (DURING TEMPORARY AND PERMANENT 5EEONG OPERATIONS) pAQA I. E 0awnw-52imm NOTE: ALL TEMPORARY EROSION CONTROL DEVICES ARE TO E INSPECTED FOR POSSIBLE ROUTINE MAINTENANCE A MINIMUM OF ONCE EACH WEEK AND AFTER ANY SIGNIFICANT RAIN EVENT (1/2" OR BEATER). ADDRESS ANY MAINTENANCE NEED W711D11T DELAY IN ORDER TO PREVENT FUTURE EROSION ISSUES ON SITE. NOTE. ALL PERMANENT EROSION CONTROL MEASURES ARE TO BE MAINTAINED ON A PERMANENT BASS (THROUGHOUT THE LIFE OF THE PROJECT) M PREVENT POSSBLE FUTURE EROSION ISSUES ON THE SITE. NONE A WRITTEN LOG OF THE WEEKLY MAINTENANCE INSPECTION 15 TO BE KEPT ON SITE AT ALL MIE5. A • �o jam, COIMeowd" I. K7etlMrw�dmrrm aad and a= ITT dvepeldhn. loaf, altl ' Spw:lffc Bmle MMlhw wiv p.-,....MN. M.W Mind pmq. 'QadeR 2 Paos IM W" to Or•Iydlkgrade wtl IY mom Mom 6 Kmpb%N sad emmm L A Provide dr111 ap tm mM MYmw h3 a aed4nwd trap of Cher M1WIA51• aubL 4. UnBIS ISO Ubft bUSMms may I M "M altiftOfMe ftmdlCmMbewtan• U*db)ee=porhW YAmii MMA RWrftrwm I*dndo Wwa Mpedlne•drrdlmlope•erteWoree*;wAhw 1 oft"emsh w mile. TNN may rePlaparla4e I I I Sft 24naha1aT4Ml ARIramcha*W,MepWwrysIw%m aGeldleap setra•m vAd wt rout m n•eeleary. hiffAmbW roman! •h)adlonahla n, 11,spOlKwait".orasdoed mad PAM M-NNIyt TEMPORARY GRAVEL CONSTRUCTION ENTRANCEIEW -NO SCALE- PMa N m -0 -Nff J � fl�� la ' )lcmwra . � mea uma • ! 9U1� rr F_ m••w� mars �[ �Az M'�im.r .•ae M4Pa•m . a rre ' > �m` �MTpPRn w n�fiR'-nP YM•m'�"' ed¢aMCP'•'PPa�v room -- CONCRETE WASHOUT AREA DETAIL --- -aa wim- 1) Ground 81all9ftatloW I Sit. ':N)}R�3Itzatkyn mabztwom lima DsemTP8o1r 17kneFrame � FrmneFxceplltlns. e P•ItrawMdhu, •PMe4 d&*" 7ddye Nme wd *poo • High Qud ly —. . Watw ocwq Zx_ 7deye None • SLP••MM1aapw 7�,a I if IMrnkrgthandd M Note: TI ES Smrrap 44ga REQUIREMENT �_ - : �amapwlhlffl ew•Bwntl �TeRyW�geslw APPLIES • Bbpas2lw TO ALL AREAS OF MmKw uaesa DISTURBANCE ON b MPQWr ORCHARDS OF . AfUw u•w None (wngtf r B(IMMERLIYN .169*aeAeda �' 41 14 daya AIM PHASE 2A LOTS 5.27 HpN 1) TOTAL. DRWIAGE ARFA RMC TO SOT 111" MAY 12 GAUGE 4' X C OR 2' X 4' WELDED WIRE HOCKED NOT OC D 1 AM j ONTO PREFORMED CHANNELS ON METAL POSTS. 2) SJ IBM SIVAD NW BE USED AT PIPE MILM OR N MEAT OF CO1/CDB wm RDW ? ULTRAVIOLET RESISTANT (BLACK) UGRIFI (GRE96. WIOIUIMFS SWUA ETC.) I FABRIC OR EWLAVENT SECURE) M L) MM SILT FBIGE IS USED AS A ONESON LIE FOE I I WIRE % METAL CUPS OR WRE AT 6- OBE SLY FENCE SOW BE IF3.7MW BRIT 12' R� OFF TER. W NIDOT /S OR j5T 1L19® SIMILE m FLU®. TO MEW W TOM 44MlN CALED FOR ON PLAN USE aln OWL WRN MAX. SEDIMENT STORAGE LEVEL Am DONE AS PER DEAL f uLL sw R It ) •� ..f � •) A REMOVE SEDIMENT WHEN THIS LEVEL 01IMSMS AS CUM FOR ON FLAX r,/ - DRAINAGE(ONLY)IS REACHED OR AS DIRECTED BY ( / D�AH CONSERVATION INSPECTOR SHEET DRAINAGE(ONLY) E7N GF SHEET DRAINAE(CNLY) r -- s®n - -NATURAL GRADE -CARRY APPROX. 12' OF FABRIC INTO 1 1;i L�'SORAm _- A TRENCH. COVER W/ SOL 41 TAMP ROW TO INCREASE STORAGE CAPACITY BAC01L —CARRY B" OF HIRE INTO TRENCH. AND PROLONG THE LIFE OF THE SILT FENCE. IT IS GENERALLY —METAL POSTS AT S' O.0 MAX ADVISABLE TO OTC A SEDIMENT PT IN FRONT OF SILT FENCE WHENEVER POSSISLE MAINTENANCE INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AMID AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY, SHOULD THE FARM E A SEDIMENT FENCE COLLAPSE. TEAR. DECOMPOSE OR BECOME INEFFECMC REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE AMMATE STORAGE VOLUME FOR THE NEXT RAN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE WRING C.EANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TD GRADE AND STABILIZE IT AFM THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. SILT FENCE DETAIL -NO SCALE - IRE -1 I- SLY MUM ICI O SLF FB'� MUST BE AT 1[A8i 1' ABOVE we TOPE 7} I 111E wASED SIDE "^-f�: _-•`:-%y FRONT STEEL FFTWE POST IGE FlZdOE VIEW( N �—y 1PLn FIRM u _ m FEAT= NMUIWiff 4T.01Ht :MAX Y APA AM HARDWARE MIX 18' N10 CLOTH N TRUMN p� WWSIEO O1QE 1` � 'S5 BALD GROUND ON ate" MGM • 1 I. REMOVE SEOO@R 1WM WAIF OF 510E ONTIET IS ODNERM _.:+,, 2 IWPLAG4 SIQE A9 1®m 10 BL7NE OLWAIEIONO. I ow VA FENCE MmURDWAIR CnOJ �� BURY for OFIMP4R MOE OFIi NLTIN FAllm N TROROI u SECTIOPI VIEW STANDARD SiLT FENCE OUTLET -NO SCALE- - TEMPORARY SILT PENCE +1 �2 UK �ro ENCRCE STOCKPILE (TIP.) TSIEP(ism SM L PIIB D8`PJ1Y1. I rf TO WCAFTi