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NCC242023_Site Plan or Location Map_20240703
I i.. VICINITY MAP !�I (NOT TO SCALE) GENERAL NOTES: SING NOTES: 14k ‘.4 ALONG 1. TREE PROTECTION IS REQUIRED BY THE CITY/COUNTY PLANNING DEPARTMENT,TREE CONTROL THE SOLE PURPOSE OF THIS PLAN IS TO SHOW EROSION CONTROL MEASURES .�' i CT. CAMP EROSION AND SEDIMENT PROTECTION CERTIFICATION MUST BE SUBMITTED TO THE CITY OR RALEIGH EROSION CONTROL FOR LOT 23 SHOWN HEREON DURING THE CONSTRUCTION PHASE OF HOME i ' SIDE DIVISION, AND TREE PROTECTION INSPECTION COMPLETED PRIOR TO LAND-DISTURBANCE PERMIT BUILDING. ALL MASS GRADING AND INFRASTRUCTURE HERE TO BE INSTALLED ►-r CT. ISSUANCE. BY THE MASTER PLANS APPROVED AND INSPECTED BY THE MUNICIPALITY. ALL 4//y��S',, APPROVED PLAN 2. IF AN OFFSITE SPOIL OR BORROW SITE IS UTILIZED,THE DISTURBED AREA MUST BE INCLUDED EROSION CONTROL MEASURES FOR GRADING AND INFRASTRUCTURE LIE C4iT V •SIT T DATE IN THE LAND DISTURBANCE PLAN AND PERMIT UNLESS ALREADY PERMITTED. WHOLLY WITH THE DEVELOPER.in NCNORTH GR D y�R0FRti >- ' 3. IF THE DISTURBED AREA EXCEEDS FIVE ACRES, AN IMPROVEMENT SECURITY WILL BE REQUIRED CONTOURS SHOWN HEREON TAKEN FROM SETPIC DRAWING PROVIDED BY NAD 83(2011) CA, z PERMIT NO. S- PRIOR TO LAND-DISTURBING PERMIT ISSUANCE. MCNEILL BURBANK IN JUNE 2021. _ SCALE: 1"=30' „\'cLO N Wake County Environmental Services 4. THE NEUSE RIVER RIPARIAN AREA PROTECTION AND MAINTENANCE RULE (15A NCAC 26.0233) AREA: \`P\O APPLIES TO ALL PERENNIAL AND INTERMITTENT STREAMS, LAKES, PONDS, AND ESTUARIES IN THE TOTAL AREA FOR LOT 23 IS 1.011 AC. AND 44,053 S.F. P� Sedimentation & :Erosion Control NEUSE RIVER BASIN WITH FOREST VEGETATION ON THE ADJACENT LAND OR "RIPARIAN AREA". W N N o 0 919-856-7400 A o MOUNT VERNON CHURCH ROAD SITE DATA 50' PRIVATE R/W 10'X70' SIGHT 35' SIGN (BM 2021 PG 939) TRIANGLE EASEMENT ADDRESS 1433 STARRY NIGHT CT. A RALEIGH,NC 27613 �RTEIC. ENVIRONMENTAL CONSULTANT SIGNATURE PIN 0891-10-1595 EFFECTIVE:O YII 0 N 58'01'55" W 148.61' _ AREAS 1.011 AC./44,053 S.F. — — — — JURISDICTION WAKE COUNTY 0i / TOWNSHIP BARTON'S CREEK \ \ / 0 Z w RIVER BASIN NEUSE _ w WATERSHED FALLS LAKE L \� z WATERBODY INDEX 27-15.5-(1) 15' LANDSCAPE EASEMENT \ Z O M RECORDED DB 18562,PG 197 BM 2021,PG 939 ^� „ ~ ' w - a EROSION CONTROL NOTES: 30' PERIMETER SETBACK• / \ w 1770 0 N ,. o c) 1. EROSION CONTROL WORK INCLUDES ALL MATERIALS, INSTALLATION, ROUTINE MAINTENANCE, +� �/ sF _ I w ULTIMATE REMOVAL •F IEVICES, OFFSITE DISPOSAL OF SEDIMENT REMOVED FROM THE DEVICES,AND `- �� � ® � e z - o STABILIZA ON OF ALL DIST R: D S R AC S. L WORK SHALL CONFORM TO THE REQUIREMENTS AND "Q;1 -2 /I• " 50' TREE & VEGETATION I STANDA' IS OF WAKE COUNTY EROSION CONT' •L OFFICE. �l / 007 PROTECTION ZONE I I I o I 2. REGULAR 0 t ° . 0 , A e - IAL INSPECTIONS AFTER EACH RAINFALL SHALL BE MADE I I lif"•' I TO OBSERVE THE CONDITION AND PERFORMANCE OF THE CONTROL MEASURES. IF ANY DEFICIENCY IS ,\p5 7 - i ��, L_ — •m OBSERVED, CORRECTION ACTION SHALL BE IMMEDIATELY TAKEN. 21 i�' I / / SIGN EA o 3. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED OUT WHEN THE ACCUMULATED SEDIMENT •• 0, I7 lop / ^o / ,</ o REACHES ONE-HALF OF THE DESIGNED SEDIMENT VOLUME. LOT 24 3) B 13!- / / / I ,t Oz N M 71. in 4. ALL DISTURBED AREAS NOT OTHERWISE STABILIZED SHALL BE SEEDED AND MULCHED PER THE N F ► '� 130' /��\ / i�� 0 �' SEEDING SCHEDULE. ALL SUCH AREAS SHALL HAVE A VIGOROUS GROWTH PRIOR TO ACCEPTANCE. DENIS J. & SF Y ' o NICOLE D. NUCCIO 'ram P G �� �- W r 5. SEE STREET PLAN/PROFILE SHEETS FOR PIPE SLOPES AND ELEVATIONS, DITCH LININGS, AND RIP-RAP PIN: 0891-10-3427 I W 145' /;J\O /'0\)>v r z APRON SIZES. DB 18562, PG 197 I 5) / O\�' /POD�xi��0\ �� o u) I Z BM 2021, PG 939 / C,�����OP ��P 6. SEDIMENT TRAPS SHALL BE FIELD LOCATED WITH THE GUID A NCE OF WAKE COUNTY EROSION I 6) P 130' /__.. F�'��\ 4, > m 0 CONTROL OFFICER. CLEARING LIMITS SHALL BE ADJUSTED ACCORD '' , //� i� F�P�� , m _76g / ' O 0 > m N \\ coo 7 O m m Z SELF INSPECTION NOTICE: U z w a 01 0 /�► co V i r -1 .P K o r LIMITS OF ^1 cv NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF-INSPECTION 1 2' �, z G; N I o DISTURBANCE J co o „-) ci PROGRAM: 30,781 S.F. ------1 --- ' I Dkr) `'' °� o THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT I --0 m D 0Q o - PERSONS RESPONSIBLE FOR LAND-DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH 50 6' I �� STAGE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION PROPOSED coCo * p4 o Z CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE LOT 23 o P 33.9' HOUSE PLAN 45.0' I - D H W Z Z p, rx INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. THE SELF INSPECTION PROGRAM IS SEPARATE NCAROLINA COTTAGE o Z ee p" Z d FROM THE WEEKLY SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR HOMES RDU LLC TRDG S PROP. m �Z ' ° , U CONSTRUCTION ACTIVITIES. THE FOCUS OF THE EROSION AND SEDIMENTATION CONTROL PIN: 0891-10-1595 o — DRIVE - 46.1' I ' P H DB 18562, PG 197 I I W p� N W p4 MEASURES ACCORDING TO THE APPROVED PLAN.THE INSPECTIONS MUST BE OCNDUCTED .)j I Q U > O BM 2021, PG 939 AFTER EACH STAGE OF THE PROJECT AND CONTINUED UNTIL PERMANENT GROUND COVER IS r Hz 1.011 ACRES I ) WC. U , a; ESTABLISHED IN ACCORDANCE WITH NCGS 113A-54.1 AND 15A NCAC 4B.0131. THE SQ. 00FSFT Jf 40' BSL v - - - - i- - SELF-INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREADSHEET FROM �� z / w �' HTTP://WWW.DLR.ENR.STATE.NC.US/PAGES/SEDIMENTATION_NEW.HTML. IF YOU HAVE o c) ��' z a, c�cn r O O — - - O p QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THIS OFFICE AT (191) 791-4200. ;' i Q w w / U 4., W E~ SILT w w% �I�c ILT 5' ' FENCE E- Wz 1-E 1433 OUTLET No /'ENCUTLET/ 0 — _ -- T/1 O I,WATTS B.FEARRINGTON,JR.,HEREBY CERTIFY THAT THIS MAP WAS DRAWN UNDER MY _ _ _ _ �w -7 -"ill / V 1 a� W z _ ¢ W L7 x - SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION(DEED DESCRIPTION R/W S 58'00'56" E 154.10' 0 O U a z E W RECORDED IN BOOK 18562,PAGE 197,OR OTHER REFERENCE SOURCE);THAT THE BOUNDARIES >, NOT SURVEYED ARE INDICATED AS DRAWN FROM INFORMATION IN MAP BOOK 2021,PAGE 939,OR P4 N OTHER REFERENCE SOURCE SHOWN HEREON;THAT THE RATIO OF PRECISION IS GREATER THAN 760\ W Q E_, H 1:10,000+;AND THAT THIS MAP MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN O r/ W O M U NORTH CAROLINA(21 NCAC 56.1600). `L en) THIS 3RD DAY OF NOVEMBER,2023. STARRY NIGHT COURT 3 ,N CARO, 50' PRIVATE R/W Q O� ESS/ ��j, SITE DATA (BM 2021 PG 939) 1 OF O4/ y ZONING:R-40W y MIN.LOT SIZE 40,000 SF LINE BEARING DISTANCE SEAL PRIMARY STREET 15'MIN SIDE STREET 15'MIN L1 N 31°41'39" E 13.20' • CURVE ARC LENGTH RADIUS CHORD BEARING CHORD LENGTH O r L-3468 SIDE LOT LINE 7.5'MIN C 1 39.20' 25.00' N 13°13'13" W 35.30' WATTS B.FEARRINGTON,JR.,PL -3468 -jr �2 �� Z REAR LOT LINE 15'MIN S U R`I� �� BUILDING HEIGHT 35'MAX C2 38.71' 25.00' N 76°03'19" E 34.96' T w ,C` G IMPERVIOUS MAX 30% v1 EARR\'- LEGEND C) JUNCTION BOX I (1 FLARED END SECTION N/F NOW OR FORMERLY CLF CHAIN LINK FENCE 0 DRAINAGE INLET ® WATER MANHOLE R/W RIGHT-OF-WAY FFE FINISHED FLOOR ELEVATION — F— - SILT FENCE 00 PROP. COR. FOUND ® POWER POLE 111 FIBER OPTICS BOX OTP OPEN TOP PIPE BFE BASEMENT FLOOR ELEVATION - -LOD- - LIMITS OF PROVIDING SERVICES FOR METRO ATLANTA, PROJECT • 5/8" REBAR SET . LIGHT POLE C) TELEPHONE MANHOLE LOD LIMITS OF DISTURBANCE GFE GARAGE FLOOR ELEVATION D STURBANCE RALEIGH-DURHAM,&CENTRAL FLORIDA R21301-01 O COMPUTED POINT POWER POLE O POWER MANHOLE RB REBAR SUBJECT PROPERTY LINE SILT FENCE B4: s1JDARK. 8024 GLENWOOD AVENUE,#109,RALEIGH,NC 27612 ❑❑ R/W MONUMENT W/LIGHT OUTFLOW STRUCTURE CONC. CONCRETE -- ADJOINING PROPERTY LINE OUTLET (919)363-9226 S. FIRE HYDRANT -C GUY WIRE © CABLE BOX EOP EDGE OF PAVEMENT -W- WATER LINE zone,Inc, SURVEYORS,ENGINEERS N WATER METERND LAND PLANNERS ❑E POWER METER COm TELEPHONE BOX OH OVERHANG -S- SEWER LINE BSL BUILDING CONSTRUCTION �� ©COPYRIGHT 2024 WATER VALVE o ELECTRIC BOX CNT. CANTILEVER -G- GAS LINE SETBACK LINE ENTRANCE WWW.BOUNDARYZONE.COM BOUNDARY ZONE,INC. SHEET Os MANHOLE p� A/C UNIT HARDWOOD TREE DB DEED BOOK -C- CABLE LINE AG ABOVE GRADE ALL RIGHTS RESERVED .} ..,FIRM NUMBER:C-3534 1 OF 3 0• CLEAN OUT © GAS METER PINE TREE BM BOOK OF MAPS -T- TELEPHONE LINE BG BELOW GRADE SIGN Co GAS VALVE PG PAGE -250- CONTOUR LINE 1- "ssv,"" r 1 1 1 �►I o aAi • ir .z.s. w�3 245Q (9 O 1 m i�~ I� 0xo3 Rag g z NORTH 01 gIrn o�r-3i P tFi z w NC GRID � 'a g � oW NAD 83(2011) wcn � 4 Fv a� v� o s�� SCALE: 1"=30' iSlf 6� 0 �m Uo Z �;; ` ^� w {� 0.Z 6 Q§jtiit `/�i\i'i �w d4 4stiR+ic ws fe = e ill wW wWOz z C� `/i cm z Nfv.•tY'YE:•i'ratsai t /1 _ w 5 V j�//. ?Z W N N �1MiZbI1011411TAISIlat • a g g1'F� a $ ♦ �- E- N M o, Qr st cur tmlm aA2l z g E mica p-�j,g .• :► /✓ v�'� u 0 0 `�`FJ�.r717lit I��ICdiKl�tlt v� Slug � as z '••" r. 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III W w W� i4w1raP4 w•1s1r/1t+Q \� H ..;:•`••m iz•:,•,..0;'.i Lii III-- „ - n 0 w o w W aracfem vP W,'n1!!rnm , g O t+ 5''••• — a Z W �ttR7t) Mli4I5�R ___� O&1 y ,~W ) °�?:?..<•+.• .�✓ } g zo Z�� 16354�'"�riri ttEII wrA!w1 T___ _ Z� t r w r.;wA? Q .—. z¢3 �>r +y- xt z WN ' ▪x ig r %''•„±;• ¢ 3 i W o6!n: warn O �Oj�' OW y� 'Lf :` �C°F..4!:,. R mw OOZ HWa O —, N M R in ci ��+i j.r l s'•r. +e .' •a, w W W w z C. • • :,.• o Z �O co (,y'.:+ L.•4.' ;.,r...i!'cu CC M J -0 0 NNE < r / _ kz,,, OSOU N61� C . kkg' . . ./ zQ , ... ".. c moo¢ �aa� likii 0 cs) i...c.). Z W M N O SEEDBED PREPARATION: NPDES Stormwater Discharge Permit for Construction Activities(NCGO1) NCDENRtDivision of Energy,Mineral and Land Resources N Local Seeding Schedule c, o 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. • (per Wake soil and Water District) o 2. RIP THE ENTIRE AREA SIX INCHES DEEP. co.) w STABILIZATION TIMEFRAMES Perminant Seeding: Shoulders Side Ditches.and Slopes(max 3:11 (Effective Aug.3,2011) _ J 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. Pw/' a o a o 4. APPLY AGRICULTURAL LIME, FERTILIZER AND SUPERPHOSPHATE UNIFORMLY AND MIX SOIL (SEE MIXTURE). L planting Rate SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS H w Z ' Ix 5. CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED FOUR TO SIX INCHES DEEP. Z = , O U Aug.15-Nov.1 Tar Fescue 200 lbs/acre �� Perimeter dikes,swales,ditches,slopes 7 days None 6. SEE ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. w 7 w H Nov.1-Mar.1 Tal Fescue Perimeter 7. MULCH IMMEDIATELY AFTER SEEDING; ANCHOR MULCH. and Abruzzi Rye'(nursecrop) 251bs/acre CD U > 0 Mar.i-April 15 Tar Fescue 200 lbs/acre High Quality Water(HQW)Zones 7 days None O ~ Hi Z 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN PLANTING SEASON, IF POSSIBLE. IF STAND Z a Apri115-June30 Hulled Common Bermudagrass 15 Ibs/acre w Z x SHOULD BE OVER 60% DAMAGED, RE-ESTABLISH FOLLOWING THE ORIGINAL LIME, FERTILIZER, AND SEEDING RATES. H u W .7 c, 9. APPLICATION: Perminant Seeding: Slopes 3:1 to 2:1 \ Slopes steeper than 3:1 7 days If slopes are 10'or less in length and are 0 Ix O 0 AGRICULTURAL LIMESTONE 2 TONS/ACRE not steeper than 2:1,14 days are allowed. U O a FERTILIZER- 10 -10-10 ANALYSIS @900 LBS/ACRE Aug.15-Nov.1 Tall Fescue 200 lbs/acre O — d F" LP/4 � and Sericea Lespedeza(unhulled,unscartied) 60 to 70 lbs/acre SUPERPHOSPHATE - 500 LBS/ACRE OF 20%ANALYSIS �� Z P4 U > Nov.1-Mar.1 Tall Fescue 200 lbs/acre Slopes 3:1 or flatter 14 days 7 days for slopes greater than 50'in length. //�) 0 MULCH 2 TONS (±80 BALES) STRAW/ACRE and Sericea Lespedeza(unhulled,unscaritied) 60to 701bs/acre j p4 p" w Z 1-1 ANCHOR- USE LIQUID ASPHALT @ 400 GALS/ACRE and Abruzzi Rye 25 lbs/acre (:) QU r'R'" Z HHOR EMULSIFIED ASPHALT @ 300 GALS/ACRE Mar.1-June 1 Tall Fescue 200 lbs/acre ` N w All other areas with slopes flatter than 4:1 14 days None,except for perimeters and HQW Zones. and Sericea Lespedeza(scarified} 40 to 50 lbs/acre W t-4 0 Mar.15-June 30 Weeping Lovegrass 10 lbs/acre - d and Sericea Lespedeza{scarified} 40 to 50 lbs/acre WC V] ) 0 March 15-June 30 Hulled Common Bermudagrass 15 lbs/acre 1� cn U and Sericea Lespedeza(scarified) 40 to 50 tbs/acre 1�) (`'1JCv Temporary Seeding June 1-Sept.1 Tall Fescue 200 lbs/acre and Browntop Miller(nurse crop) 35 lbs/acre O or Sorghum-Sudan Hybrids'(nurse)crop) 30 Ibs/acre r^ 1 LEGEND C) JUNCTION BOX i O FLARED END SECTION N/F NOW OR FORMERLY CLF CHAIN LINK FENCE 0 DRAINAGE INLET ® WATER MANHOLE R/W RIGHT-OF-WAY FEE FINISHED FLOOR ELEVATION - —SF— - SILT FENCE 00 PROP. COR. FOUND ® POWER POLE 111 FIBER OPTICS BOX OTP OPEN TOP PIPE BEE BASEMENT FLOOR ELEVATION - -LOD- - LIMITS OF PROVIDING SERVICES FOR METRO ATLANTA, PROJECT • 5/8" REBAR SET LIGHT POLE Q TELEPHONE MANHOLE CTP CLOSED TOP PIPE GEE GARAGE FLOOR ELEVATION DISTURBANCE RALEIGH-DURHAM,&CENTRALFLORIDA R21301-01 O COMPUTED POINT POWER POLE O POWER MANHOLE RB REBAR SUBJECT PROPERTY LINE SILT FENCE BOU I ILt I V 8024 GLENWOOD AVENUE,#109,RALEIGH,NC 27612 ❑❑ R/W MONUMENT W/LIGHT OUTFLOW STRUCTURE CONC. CONCRETE -- ADJOINING PROPERTY LINE OUTLET (919)363-9226 AL FIRE HYDRANT -c GUY WIRE © CABLE BOX EOP EDGE OF PAVEMENT -W- WATER LINE zone,inc. SURVEYORS,ENGINEERS ❑W WATER METERND LAND PLANNERS ❑E POWER METER COm TELEPHONE BOX OH OVERHANG -S- SEWER LINE BSL BUILDING CONSTRUCTION ©COPYRIGHT 2024 * WATER VALVE o ELECTRIC BOX CNT. CANTILEVER -G- GAS LINE SETBACK LINE ENTRANCE BOUNDARY ZONE,INC. 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