NCC241383_Site Plan or Location Map_20240507

VICINITY MAP /{� \\ \ \\
(NOT TO SCALE) A )
SITE DATA I
I CURVE ARC LENGTH RADIUS CHORD BEARING CHORD LENGTH ►
LAKE ADVENTURE CT EROSION AND SEDIMENT CONTROL ADDRESS 7240 SING ALONG CT. 1 I Cl 96.06' 175.00' N 41°1 1'21" E 94.86' "Ar
RALEIGH,NC 27613
SITE PIN 0891-01-8964 LINE BEARING DISTANCE
o APPROVED PLAN AREAS 0.624 AC./27,178 S.F. V1\ \\ L1 N 25°27'52" E 15.75'SING �
ALONG CT. JURISDICTION WAKE COUNTY
a. DATE TOWNSHIP BARTON S CREEK I �� \ _ PROPOSED IMPERVIOUS
PERMIT NO. S- RIVER BASIN NEUSE I wP�ER g�FFER \ SURFACE SUMMARY
NORTH
��� p EO ,\�6) r\Op.� AREA - SO. FEET
WATERSHED FALLS LAKE \O RSN PG �\ LOT TOTAL - 27,178 NC GRID
STARRY Wake County Environmental Services WATERBODY INDEX 27-15.5-(1) �NM o�3' Fo V P/HOUSE - 3,395
NIGHT CT RECORDED DB 19265,PG 1912 V CB ��� °O VA _ P/PORCHES - 633 NAD 83 (2011)
Sedimentation & Erosion Control BM 2023,PGS 116 .N I 1 I \ N tiq P/STEPS - 57 NAVD 88
S 41'21'54" W 110.114' , `'-9; \ \ 25' TREE P/CONC. — 1,540
919-856-7400 � — o �o 0 o e o ^ o,�' SILT FENCE \ PROTECTION TTONE P/HVAC — 9 SCALE: 1"=50'
OtrERL isMAXIMUM: 8,866 SF
PARK ooK \ N \ ,, __ OUTLETS 1 (BM 2023, PG 116) PROPOSED: 5,634 SF
MT LIC E \ \ REMAINING: 3,232 SF
'R �_ �� 1 �15'. BSL W NNN
NON CHU 011.71
�^ ENVIRONMENTAL CONSULTANT SIGNATURE \
RCH RC prtcrne.osaid ..
LOT 1 �\ SEPTIC Ell 25 \ CENTERLINE A o 0 0
• � TANK & \ OF CREEK IS
N/F \ \ A PUMP LIMITS OF PROPERTY LINE
CCH RDU, LLC N \ Qi DISTURBANCE
GENERAL NOTES: PIN: 0891-01-8964 • C gig N 25,303 S.F. TOP OF
DB 19265, PG 1912 I/ i BANK o
1. THE SOLE PURPOSE OF THIS PLAN IS TO SHOW EROSION CONTROL MEASURES FOR LOT 1 SHOWN HEREON DURING THE CONSTRUCTION PHASE BM 2023, PG 116 LOT 1 v)•
OF HOME BUILDING. ALL MASS GRADING AND INFRASTRUCTURE HERE TO BE INSTALLED BY THE MASTER PLANS APPROVED AND INSPECTED BY THE o w° 0.624 AC. /m• o /\`,, �/ /J Qr
c LI co 27,178 S.F. / pMUNICIPALITY. ALL EROSION CONTROL MEASURES FOR GRADING AND INFRASTRUCTURE LIE WHOLLY WITH THE DEVELOPER. ww a- 1� • °,�,° �f i aHCONTOURS SHOWN HEREON TAKEN FROM WAKE COUNTY GIS. QLo . 't 7 // /' jz M zs z CV
OPEN SPACE #3 z2. TREE PROTECTION IS REQUIRED BY THE CITY/COUNTY PLANNING DEPARTMENT,TREE PROTECTION CERTIFICATION MUST BE SUBMITTED TO THE ``' • SCM ACCESS & z�� 20' P � MAINTENANCE EASEMENT 2 w
CITY OR RALEIGH EROSION CONTROL DIVISION, AND TREE PROTECTION INSPECTION COMPLETED PRIOR TO LAND-DISTURBANCE PERMIT ISSUANCE. LOT 2 : •oo.°
IROC1.
03 h o N F C a" 21.3'
3. IF AN OFFSITE SPOIL OR BORROW SITE IS UTILIZED, THE DISTURBED AREA MUST BE INCLUDED IN THE LAND DISTURBANCE PLAN AND PERMIT N/F - " PRS N / I BLANTO S CREEK o .c.q w 3
tn
BLANTONS CREEK / DEVELOPERS, LLC W PP w , zUNLESS ALREADY PERMITTED. HouPLN�' DEVELOPERS, LLC 4q PIN: 0891-11-0875 H cG Z 4. IF THE DISTURBED AREA EXCEEDS FIVE ACRES, AN IMPROVEMENT SECURITY WILL BE REQUIRED PRIOR TO LAND DISTURBING PERMIT ISSUANCE. PIN: 0891-01-9041 / DB 18790, PG 1785 so' NEUSE a w(o a
1aoso�� / � • -I RIPARIAN BUFFER z(14DB 18790, PG 1785 " BM 2023, PG 116• BM 2023, PG 116 a v) W5. THE NEUSE RIVER RIPARIAN AREA PROTECTION AND MAINTENANCE RULE (15A NCAC 26.0233) APPLIES TO ALL PERENNIAL AND INTERMITTENT BM 2023, PG 116 - 332.3\ 2 / 32.0' • \ ( ) `"STREAMS, LAKES, PONDS, AND ESTUARIES IN THE NEUSE RIVER BASIN WITH FOREST VEGETATION ON THE ADJACENT LAND OR "RIPARIAN AREA". Lor 2 sEPTIc DRIVE /
P
l COQ7 ' • LOT I. \\ , v Rl
EASEMENT \ EASEMEN T/C \ cv
kn
(BM 2023, ��,s3 °63' 30.0' ���N ABM 20
PG 116) 11.0' • / P 23, �I! 1
ems, / 1 >�76) V� VI 1 20' ZONE
_ 12 0'' I ° °
I I 1 EROSION CONTROL NOTES: 2 BUFFER II 30' ZONE• �'',, 1 BUFFER - 01. EROSION CONTROL WORK INCLUDES ALL MATERIALS, INSTALLATION, ROUTINE MAINTENANCE, ULTIMATE REMOVAL OF DEVICES, OFFSITE -j � .. " V\' 120 p' 30.0' TOP
z '" N "DISPOSAL OF SEDIMENT REMOVED FROM THE DEVICES, AND STABILIZATION OF ALL DISTURBED SURFACES. ALL WORK SHALL CONFORM TO THE CONSTRUCTION I \ IREQUIREMENTS AND STANDARDS OF THE CITY OR RALEIGH EROSION CONTROL OFFICE. ENTRANCE SING ALONG C 0 U R T•
2. REGULAR WEEKLY INSPECTIONS AND SPECIAL INSPECTIONS AFTER EACH RAINFALL SHALL BE MADE TO OBSERVE THE CONDITION AND 50 PRIVATE STREET I \ J I CENTERLINE
PERFORMANCE OF THE CONTROL MEASURES. IF ANY DEFICIENCY IS OBSERVED, CORRECTION ACTION SHALL BE IMMEDIATELY TAKEN. & UTILITY EASEMENT ' I1 of OF CREEK Is
� OF
LINE
(BMPG 116) BANK
3. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED OUT WHEN THE ACCUMULATED SEDIMENT REACHES ONE-HALF OF THE DESIGNED _ _ _ , 1 /�__
2023,
SEDIMENT VOLUME. - - ) ? , ____. _ 7
Z
4. ALL DISTURBED AREAS NOT OTHERWISE STABILIZED SHALL BE SEEDED AND MULCHED PER THE SEEDING SCHEDULE. ALL SUCH AREAS SHALL HAVE �� \ \ N \.____ J\ 4(
A VIGOROUS GROWTH PRIOR TO ACCEPTANCE. �/ / --- '
5. SEE STREET PLAN/PROFILE SHEETS FOR PIPE SLOPES AND ELEVATIONS, DITCH LININGS, AND RIP-RAP APRON SIZES. / / �. �.JA •'S ems \ \\ / F-"1
6. SEDIMENT TRAPS SHALL BE FIELD LOCATED WITH THE GUIDANCE OF THE CITY OF RALEIGH EROSION CONTROL OFFICER. CLEARING LIMITS SHALL / / / ''/ goo ►, \ \ \= l (�
BE ADJUSTED ACCORDINGLY. I / \ N `\ I
oo
LOT 19 II
� '� 1� \ •
` O o ~
N/F 2 6� ` % — 11 o
LEGACY CUSTOM o.0' % — \ 1�+•I o, " cv
HOMES, LLC I I I l \ oo. `� : s 1 �\ 1 o a N
PIN: 0891-02-7208 I `• ; ���A� \ O N
DB 19265, PG 2350 I -I— �� �� °� \ \ U Z E- o
SELF INSPECTION NOTICE: BM 2023, PG 116 C} I N \ °,D�`09s' \ \\ Z ?� z W
NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF-INSPECTION PROGRAM: I � lz
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES INSPECT i I SEPTIC •
,� �sJ \ \\ 1 U Z H
A PROJECT AFTER EACH STAGE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. Q BOX •
\ �.� Q . 7 O U
RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010.THE SELF-INSPECTION PROGRAM IS SEPARATE FROM THE I • I m 1 �-• '� \ I / ' U
I . s H
WEEKLY SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE EROSION AND I 9J�.��'• 7, I I O O w d
Z N I LOT 2 �9 H-•, •.,S, • I w �)
SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS MUST BE OCNDUCTED AFTER EACH STAGE OF THE PROJECT, E a 1 SEPTIC EASEMENT \ JA >>•��.� I I H� O
2023, PG 116) 7 S-♦ O --
(BM
AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH NCGS 113A-54.1 AND 15A NCAC 413.0131. THE SELF-INSPECTION 1 E,?, �J 'oo s I I I C H w
REPORT FORM IS AVAILABLE AS AN EXCEL SPREADSHEET FROM HTTP://WWW.DLR.ENR.STATE.NC.US/PAGES/SEDIMENTATION-NEW.HTML. IF YOU HAVE I \ �i /
O a U h
QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THIS OFFICE AT(191) 791-4200. OPEN SPACE #4 oa 55.p' 1I `\\ h-��-I a O O
20.0' I N/F
BLANTONS CREEK \ I I \ �" O O
DEVELOPERS, LLC �(o. \ \N h-��1 44
d O
PIN: 0891-02-5016
I DB 18790, PG 1785 > / \ \\ \ n Z d
BM 2023, PG 116 \ \ \ 1� o
SITE DATA I I \ // cv
ZONING:R-40W I i / / \ / / /
MIN.LOT SIZE 40,000 SF
PRIMARY STREET 15'MIN
SIDE STREET 15'MIN _ _ 1 I I I
I,WATTS B.FEARRINGTON,JR.,HEREBY CERTIFY THAT THIS MAP WAS SIDE LOT LINE 7.5'MIN ________7
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE REAR LOT LINE 15'MIN I 1 O
UNDER MY SUPERVISION(DEED DESCRIPTION RECORDED IN BOOK BUILDING HEIGHT
19265,PAGE 1912,OR OTHER REFERENCE SOURCE);THAT THE IMPERVIOUS MAX 8,866SF \ \
BOUNDARIES NOT SURVEYED ARE INDICATED AS DRAWN FROM
INFORMATION IN MAP BOOK 2023,PAGE 116,OR OTHER REFERENCE
SOURCE SHOWN HEREON;THAT THE RATIO OF PRECISION IS
GREATER THAN 1:10,000+;AND THAT THIS MAP MEETS THE
REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND
SURVEYING IN NORTH CAROLINA(21 NCAC 56.1600).
THIS 26TH DAY OF FEBRUARY,2024. EROSION LEGEND GENERAL LEGEND C) JUNCTION BOX FLARED END SECTION N/F NOW OR FORMERLY CLF CHAIN LINK FENCE
,�N CAR04 0 DRAINAGE INLET ® WATER MANHOLE R/W RIGHT-OF-WAY FFE FINISHED FLOOR ELEVATION PROVIDING SERVICES FOR
O� ESS/ /4. 0 PROP. COR. FOUND METRO ATLANTA,
POWER POLE Fo FIBER OPTICS BOX OTP OPEN TOP PIPE BFE BASEMENT FLOOR ELEVATION PROJECT
F 0 CONSTRUCTIONRALEIGH-DURHAM,
p �i 9 • 5/8" REBAR SET LIGHT POLE OQ TELEPHONE MANHOLE CTP CLOSED TOP PIPE GFE GARAGE FLOOR ELEVATION R21301-01
ENTRANCE
B.-
O� DARY. &CENTRAL FLORIDA
0, 9r 0 COMPUTED POINT POWER POLE OO POWER MANHOLE RB REBAR SUBJECT PROPERTY LINE
2> SEAL —__
❑❑ R/W MONUMENT W/LIGHT OUTFLOW STRUCTURE CONC. CONCRETE — ADJOINING PROPERTY LINE 8024GLENWOOD AVENUE
� > 1` r L-3468 SILT FENCE FIRE HYDRANT -C GUY WIRE © CABLE BOX EOP EDGE OF PAVEMENT -W- WATER LINE zone,inc, SURVEYORS,ENGINEERS #109,RALEIGH,NC 27612
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�0 SURJco /\ OUTLET ❑w WATER METER AND LAND PLANNERS 919
❑E POWER METER m TELEPHONE BOX OH OVERHANG -S- SEWER LINE BSL BUILDING ( )363-9226
* WATER VALVE o ELECTRIC BOX CNT. CANTILEVER -G- GAS LINE SETBACK LINE
F G SILT FENCE HARDWOOD TREE WWW.BONUMBERZONE.COM ©COPYRIGHT 2024 SHEET
WATTS B.FEARRINGTON,JR.,PLS-3468 EA R ROs MANHOLE A/C UNIT DB DEED BOOK -SF- SILT FENCE AG ABOVE GRADE FIRM NUMBER C 3534 BOUNDARY ZONE,INC. 1 OF 3
® CLEAN OUT © GAS METER PINE TREE BM PG PAGEOO OF MAPS --T-250 T CONTOUR LINE BG BELOW GRADE ALL RIGHTS RESERVED /
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NPDES Stormwater Discharge Permit for Construction Activities(NCGO1) NCDENR/Division of Energy,Mineral and Land Resources p00
Local Seeding Schedule O _I a
~(per Wake Soil and Water District) /
If 1��, .—, M C/1 O
STABILIZATION TIMEFRAMES o,
l-
Perminant Seeding; Shaulders Side Ditches.and Slopes(max 3:11 (Effective Aug.3,2011) H O a (-1
! . planting Rate Z U a Z o
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS . m Z
SEEDBED PREPARATION: Aug.15-Nov.1 Tel Fescue 200 Ibslacre — O 78 W g —
Nov.1•Mar.1 Tel Fexue 200 Ibs/acre N U O
Perimeter dikes,swales,ditches,slopes 7 days None 1-4 U
and Abruzzi Rye'(nurse crop) 251bslacre
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. U Z O U
Mar.1•Apol 15 Tall Fescue 20D lbs/acre U
2. RIP THE ENTIRE AREA SIX INCHES DEEP. April 15-June so Hulled CommonBerrnudegrass 151bs/acre (.7 H H Z
High Quality Water(HQW)Zones 7 days None IC) O Q
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. � Q
W-1
perminant Seeding: Slopes 3.1 tlplo 2:1 (� �"' H
P� 0
4. APPLY AGRICULTURAL LIME, FERTILIZER AND SUPERPHOSPHATE UNIFORMLY AND MIX SOIL (SEE MIXTURE). - Q O H Z
Aug.15-Nov.1 Tell Fescue 200 lbs/acre If slopes are 10'or less in length and are F^ lx �"'es
5. CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED FOUR TO SIX INCHES DEEP. and Sedan Laspede:a(unbullee.unscarlfied) GO to701bs/acre Slopes steeper than 3:1 7 days P g O a U W �. H
not steeper than 2:1,14 days are allowed.
Nov.1-Mar.1 Tall Fescue 200Ibslacre 0. (� ›. H
6. SEE ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. Z O
and Sericea Lespedeza(unhulled,unscarified) GO to 70 Ibs/acre
p" O O
7. MULCH IMMEDIATELY AFTER SEEDING; ANCHOR MULCH. and Abruzzi Rye 251bs/acre O
a — U
Mar.1-.Suns 1 Tall Fescue 200 Ebs/acre Slopes 3:1 or flatter 14 days 7 days for slopes greater than 50'in length. 44 Q O W W�!
8• INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDING$WITHIN PLANTING SEASON, IF POSSIBLE, IF STAND and SaricaaLaspedeza(scargled) 40to50ibsfacre A Z a Q
SHOULD BE OVER 60% DAMAGED, RE-ESTABLISH FOLLOWING THE ORIGINAL LIME, FERTILIZER, AND SEEDING RATES. Marts-�uro50 WeepingLovegrass iolbs/acre / ) Z
and Seises.Leapedeza(scarified) 40 to So lbs/acre ` H
All other areas with slopes flatter than 4:1 14 days None,except for perimeters and HQW Zones. p
9. APPLICATION: March 15-June 3o Hulled Common Bermudagrass 15 lbs/acre
AGRICULTURAL LIMESTONE - 2 TONS/ACRE and SericeaLespedeza(scarified) 40to501bs/acre N
FERTILIZER- 10 -10-10 ANALYSIS @900 LBS/ACRE Temporary Seeding
SUPERPHOSPHATE - 500 LBS/ACRE OF 20%ANALYSIS
MULCH - 2 TONS (±80 BALES) STRAW/ACRE June 1-Sept,1 Tall Fescue 200 lbs/acre I� I
ANCHOR- USE LIQUID ASPHALT @ 400 GALS/ACRE and Browntop Millet'(nurse crop) 35lbs/acre O
OR EMULSIFIED ASPHALT @ 300 GALS/ACRE or Sorghum-Sudan Hybrids'(nurse crop) 3olbslacre
CA
EROSION LEGEND GENERAL LEGEND JB JUNCTION BOX ® FLARED END SECTION N/F NOW OR FORMERLY CLF CHAIN LINK FENCE
ll DRAINAGE INLET r WATER MANHOLE R/W RIGHT—OF—WAY FFE FINISHED FLOOR ELEVATION PROVIDING SERVICES FOR
OO PROP. COR. FOUND n POWER POLE LI FIBER OPTICS BOX OTP OPEN TOP PIPE BFE BASEMENT FLOOR ELEVATION _ _-_"\ METROATLANTA, PROJECT
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ENTRANCE 0 COMPUTED POINT g POWER POLE © POWER MANHOLE RB REBAR SUBJECT PROPERTY LINE bouNDARY &CENTRALFLORIDA
0 R/W MONUMENT W LIGHT OUTFLOW STRUCTURE CONC. CONCRETE ADJOINING PROPERTY LINE - 8024GLENWOODAVENUE
SILT FENCE FIRE HYDRANT GUY WIRE © CABLE BOX EOP EDGE OF PAVEMENT —W— WATER LINE zone inc SURVEYORS,ENGINEERS #109,RALEIGH,NC 27612
OUTLET 0 WATER METER 0 POWER METER CO TELEPHONE BOX OH OVERHANG —S— SEWER LINE BSL BUILDING , . AND LAND PLANNERS [phone]
ciga WATER VALVE o ELECTRIC BOX CNT. CANTILEVER —G— GAS LINE SETBACK LINE
SF SILT FENCE MANHOLE A/C UNIT HARDWOOD TREE
DB DEED BOOK —SF— SILT FENCE AG ABOVE GRADE WWW.BOUNDARYZONE.COM ©COPYRIGHT 20\\"''...., 24
SHEET
FIRM NUMBER:C 3534 BOUNDARY ZONE,INC. 2 OF 3
® CLEAN OUT © GAS METER PINE TREE BM PG BOOK OF MAPS --T-250 T CONTOUR LINE BG BELOW GRADE ALL RIGHTS RESERVED /
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