NCC241099_Site Plan or Location Map_20240411

VICINITY MAP 4
(NOT TO SCALE)
EROSION AND SEDIMENT CONTROL
APPROVED PLAN SITE DATA ZONING EPUD 15-1
ADDRESS 2328 WHITEWING LN., MIN.LOT SIZE re.... ,
DATE WENDELL,NC 27591 PRIMARY STREET 10'MIN
o SIlL SIDE STREET
r PIN 1774-02-1155
PERMIT NO. S- AREAS 0.127 AC./5,520 S.F. SIDE LOT LINE 3'MIN
0�A °'ti JURISDICTION WAKE COUNTY REAR LOT LINE 20'MIN NORTH
F `)-k Wake CountyEnvironmental Services BUILDING HEIGHT NC GRID
TOWNSHIP MARK'S CREEK
#y e IMPERVIOUS MAX 3,200 SF NAD 83(2011)
o RIVER BASIN NEUSE
�`� Sedimentation & Erosion Control WATERSHED MARK'S CREEK PER:PB 2023,PG 1228 NAVD 88
epee WATERBODY INDEX 27-38
,,„ 919-856-7400 RECORDED DB 19538,PG 1722 SCALE: 1"=20'
qv 444,4,
BM 2023,PGS 1230
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j ENVIRONMENTAL CONSULTANT SIGNATURE W
/ EFFECTIVE:08/23/17
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7
GENERAL NOTES
1. THE SOLE PURPOSE OF THIS PLAN IS TO SHOW EROSION CONTROL MEASURES FOR LOT 2452 SHOWN HEREON DURING THE
CONSTRUCTION PHASE OF HOME BUILDING.ALL MASS GRADING&INFRASTRUCTURE HERE IS TO BE INSTALLED BY THE
MASTER PLANS APPROVED&INSPECTED BY THE MUNICIPALITY.ALL EROSION CONTROL MEASURES FOR GRADING& F"
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INFRASTRUCTURE LIE WHOLLY WITH THE DEVELOPER. w
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2.SURVEY CONTROL WAS ESTABLISHED BY USING THE NORTH CAROLINA VRS SYSTEM.DATA WAS COLLECTED IN NAD-83(2011) 4
HORIZONTAL&NAVD-88 VERTICAL DATUMS. ZO el
o
3.THIS SURVEY IS NOT TO BE USED FOR RECORDATION,CONVEYANCES,OR SALES,AND WAS PREPARED FOR THE SOLE USE OF v) d
THE PERSON(S)ON ENTITY NAMED HEREON. - . L
4.PROPERTIES SHOWN HEREON MAY BE SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD THAT WOULD BE REVEALED q C 60 to V c.)
BY A THOROUGH TITLE SEARCH.THIS PLAT SHOULD NOT BE RELIED UPON AS A COMPLETE RECORD OF ALL EASEMENTS AND CESS ATE
ENC
NCES THAT MAY BENEFIT
R
EN THESE
ERTIES.
5.THIS SURVEYOR DOES NOT CERTIFY TO THE EXISTENCE OR NON-EXISTENCE OF ANY UNDER GROUND UTILITIES THAT MAY OR OPEN SPACE #94 \ \ \ (BM
1g82EpG 11 E 474) SILT o
MAY NOT EXIST WITHIN THE BOUNDARIES SHOWN HEREON. N/F \ FENCE
NASH WENDELL FALLS LLC OUTLET
6.THE UNIT OF MEASUREMENT IS U.S.SURVEY FEET.ALL DISTANCES AND COORDINATES SHOWN HEREON ARE LOCALIZED& PIN: 1774-02-2131
GROUND,UNLESS OTHERWISE NOTED AS"GRID". DB 15478, PG 1623 \ o
7.ALL AREA(S)ON THIS PLAT WERE CALCULATED BY THE COORDINATE METHOD. BM 2023, PG 1230
8.UPON EXAMINATION OF FLOOD INSURANCE RATE MAP,PANEL#1764(WAKE COUNTY),BEARING MAP#3720176400K,EFFECTIVE 46.00' \
DATE OF 7/19/2022;THE SUBJECT PARCEL LIES IN ZONE"X". S21'S5'42"W 46.00' TIE 1°55'42"E \
9.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY/COUNTY&NCDOT STANDARDS AND SPECIFICATIONS. 7— LOT 2452 \�
N21°55'42"E \
N/F 21.67' \ \ Z - Nr � �
NASH WENDELL TIE \
FALLS LLC .
PIN: 1774-02-1155 N \
EROSION CONTROL NOTES L DB 19538, PG 1722 \
BM 2023, PG 1230 20' BSL
1. TREE PROTECTION IS REQUIRED BY THE CITY/COUNTY PLANNING DEPARTMENT,TREE PROTECTION CERTIFICATION MUST BE —4.3'
SUBMITTED TO THE CITY OR RALEIGH EROSION CONTROL DIVISION,AND TREE PROTECTION INSPECTION COMPLETED PRIOR TO LIMITS OF I 0.127 AC. 18.0'
LAND-DISTURBANCE PERMIT ISSUANCE. DISTURBANCE 5,520 S.F. I
2.IF AN OFFSITE SPOIL OR BORROW SITE IS UTILIZED,THE DISTURBED AREA MUST BE INCLUDED IN THE LAND DISTURBANCE PLAN 5,520 S.F.
AND PERMIT UNLESS ALREADY PERMITTED.
3.IF THE DISTURBED AREA EXCEEDS FIVE ACRES,AN IMPROVEMENT SECURITY WILL BE REQUIRED PRIOR TO LAND-DISTURBING L
()
PERMIT ISSUANCE. 1-
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4.THE NEUSE RIVER RIPARIAN AREA PROTECTION AND MAINTENANCE RULE(15A NCAC 2B.0233)APPLIES TO ALL PERENNIAL AND T ' 3oe._
INTERMITTENT STREAMS,LAKES,PONDS,AND ESTUARIES IN THE NEUSE RIVER BASIN WITH FOREST VEGETATION ON THE / \
ADJACENT LAND OR"RIPARIAN AREA". o 'n
in
5.EROSION CONTROL WORK INCLUDES ALL MATERIALS,INSTALLATION,ROUTINE MAINTENANCE,ULTIMATE REMOVAL OF DEVICES, o 19.3 \ I � C.)
OFFSITE DISPOSAL OF SEDIMENT REMOVED FROM THE DEVICES,AND STABILIZATION OF ALL DISTURBED SURFACES.ALL WORK - o P/WOOD \ Q N o
SHALL CONFORM TO THE REQUIREMENTS AND STANDARDS OF THE CITY OR RALEIGH EROSION CONTROL OFFICE. w L w \ o W p..,
6.REGULAR WEEKLY INSPECTIONS AND SPECIAL INSPECTIONS AFTER EACH RAINFALL SHALL BE MADE TO OBSERVE THE Co --.1 \\ LOT 2453 P4 d o
CONDITION AND PERFORMANCE OF THE CONTROL MEASURES.IF ANY DEFICIENCY IS OBSERVED,CORRECTION ACTION SHALL BE 19.3' \ N/F x n
IMMEDIATELY TAKEN. LOT N�F 51 0 �o GARMAN HOMES LLC Q, M
_1 o PIN: 1774-02-1130 U p O
7.ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED OUT WHEN THE ACCUMULATED SEDIMENT REACHES ONE-HALF OF THEco
NASH WENDELL cn O DB 19515, PG 1208 .l I Z E-�
DESIGNED SEDIMENT VOLUME. PROPOSED m (Ni 4 1l O
FALLS LLC cn - BM 2023, PG 1230 ' d
8.ALL DISTURBED AREAS NOT OTHERWISE STABILIZED SHALL BE SEEDED AND MULCHED PER THE SEEDING SCHEDULE.ALL SUCH I PIN: 1774-02-1169 N HOUSE PLAN in 4 W 4
AREAS SHALL HAVE A VIGOROUS GROWTH PRIOR TO ACCEPTANCE. DB 15378, PG 1623 Lm 3000-A 0N 1-4
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BM 2023, PG 1230 io 0
9.SEE STREET PLAN/PROFILE SHEETS FOR PIPE SLOPES AND ELEVATIONS,DITCH LININGS,AND RIP-RAP APRON SIZES. • - ' \ U Z A
10. SEDIMENT TRAPS SHALL BE FIELD LOCATED WITH THE GUIDANCE OF THE CITY OF RALEIGH EROSION CONTROL OFFICER. o V U a V U
CLEARING LIMITS SHALL BE ADJUSTED ACCORDINGLY. N W
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8.0'01.106.9' r A W a Z
20.3' o II O 1-4fc 1
4.3'— i P/GONG. w8.0' 1P/CONC. a z W Z
c, 5' PRIVATE STREET T/'� 4 Z
In — 16.3' — N_ _ J TREE EASEMENT ° V 1 w O
�i 10' BSL (BM 1982, PG 474)� O O
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S 21'55'42" W R/W S21°55'42"W 46.00' R/W N21'55'42"E } F-'
46.00' 55.00' O
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en
—
CONSTRUCTION WHITEWING LANE Q
ENTRANCE 25.5' PUBLIC R/W
(BM 2023, PG 1230)
I,WATTS B.FEARRINGTON,JR.,HEREBY CERTIFY THAT THIS MAP WAS DRAWN
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION C
(DEED DESCRIPTION RECORDED IN BOOK 19538,PAGE 1722,OR OTHER REFERENCESOURCE);THAT THE BOUNDARIES NOT SURVEYED ARE INDICATED AS DRAWN FROMw
D INFORMATION IN PLAT BOOK 2023,PAGE 1230,OR OTHER REFERENCE SOURCE CA
SHOWN HEREON;THAT THE RATIO OF PRECISION IS GREATER THAN 1:10,000+;
THAT THIS MAP MEETS THE REQUIREMENTS OF THE STANDARDS
OF PRACTICE FOR LAND SURVEYING IN
NORTH CAROLINA(21 NCAC 56. 1600). JB EROSION LEGEND LEGEND JUNCTION BOX LU FLARED END SECTION N/F NOW OR FORMERLY CLF CHAIN LINK FENCE
LIEWITNESSLICENSE
ER,& LSE SIGNATURE, N CARO un DRAINAGE INLET ® WATER MANHOLE R/W RIGHT-OF-WAY FFE FINISHED FLOOR ELEVATION PROVIDING SERVICES FOR
LICENSENUMBER,&SEAL n POWER POLE Fo FIBER OPTIC BOX OTP OPEN TOP PIPE BFE BASEMENT FLOOR ELEVATION _ _-_\ METROATLANTA,
i 0 PROP. COR. FOUND
THIS 13TH DAY OF MARCH,2024. O F ESS/ 'ji a��o-C CONSTRUCTION RALEIGH-DURHAM, PROJECT
�O 'ji9 9 • 5/8" REBAR SET LIGHT POLE QT TELEPHONE MANHOLE CTP CLOSED TOP PIPE GFE GARAGE FLOOR ELEVATION &CENTRALFLORIDA R21385-01
et SEAL < ENTRANCE 0 COMPUTED POINT POWER POLE © POWER MANHOLE RB REBAR SUBJECT PROPERTY LINE BOUNDARY.
0❑ R/W MONUMENT W/LIGHT OUTFLOW STRUCTURE CONC. CONCRETE ------- ADJOINING PROPERTY LINE _ 8024 GLENWOOD AVENUE
.3: r L-3468 SILT FENCE AK FIRE HYDRANT GUY WIRE © CABLE BOX EOP EDGE OF PAVEMENT -W- WATER LINE SURVEYORS,ENGINEERS #109,RALEIGH,NC 27612
J � 7�O G.
OUTLET ❑w WATER METER ❑E POWER METER m TELEPHONE BOX OH OVERHANG -S- SEWER LINE BSL BUILDING zone,inc. AND LAND PLANNERS [phone]
_ /� SURD �' ELECTRIC BOX RCP REINFORCED CONC. PIPE CNT. CANTILEVER -G- GAS LINE SETBACK LINE SHEET
(/ 9• (p WATER VALVE WWW.BOUNDARYZONE.COM ©COPYRIGHT 2024
'cfARRING —SF— SILT FENCE ©s MANHOLE A/C UNIT HARDWOOD TREE DB DEED BOOK -C- CABLE LINE AG ABOVE GRADE FIRM NUMBER:C3534 BOUNDARY ZONE,INC. 1OF2
WATTSB.FEARRINGTO ,JR.,PLS3468 ® CLEAN OUT © GAS METER BM BOOK OF MAPS -T- TELEPHONE LINE BG BELOW GRADE ALL RIGHTS RESERVED
SIGN c� GAS VALVE PINE TREE PG PAGE -250- CONTOUR LINE .����

_ \`
8'-0"MAXIMUM _ `�
4'MIN. S.T FENCE
I II 50'MIN. NOTES.
I 1 1 1 1 / 1 I \ BUT SUFFICIENT TO KEEP 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO
I I 1 1 1 1 \ SEDIMENT ON SITE ENSURE CONSTRUCTION ENTRANCE IS USED. .-
IIDt@91IELSIL@NENIN tie ■ie ■IVII�S'I OMCRIS P ♦e!b.•i` _ _ .. .. .. ., ��
:9A111XIi1W7YAdettll. PI ill ■line lit4�lllg)INE iX$§ SILT FENCE FABRIC N''•.; •-,,,,,i,c'.{:e"�,..y.;;%'_:".:": 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD
.•ilk; .. -.'..\. :.a..::'`. `
:1 ..E...............1.. 1,,,,, I - MINIMUM 10 GAUGE INSTALLED TO SECOND .!•:.•I�:�i0• •S..,. .. y:.;q.+y'..yy�,,;,.r.la t,'.,,•, ISNOT REMOVED BY THE VEHICLE TRAVELING OVER THE
MINIMUM 12-1 2 GAUGE STONE,THEN THE TIRES OF THE VEHICLES MUST BE WASHED
I:::::::::::::::[[::[:::1!E [[[[ [tEIEEEiiI::I:: I LINE WIRES /
4��;Jp•J$ WIRE FROM TOP ...a
'���R1AI5a8rl6! I" i! "I"' !:I ':1MOBMMMe1'��' �.H.�.,;. •vtifJ �N:�: INTERMEDIATE WIRES ;;,t�;`•,•'"2"-3"STONE TO BE USED7>.•'•i 25 OR WIDTH OF BEFORE ENTERING THE PUBLIC ROAD.
gis 8Bl�4ffismeniiiu..: ..:::1®MNdmi9 Qk EXISTING SURGE STONE OR RAILROAD•::
•000. •O�'r•O� a•".•t'. ( PROPOSED STREET,
ow s sac FENCE Am losimiiiu I I':. I I '.Int6Wi5RlljRul. k .:._e.,. •e0• ROADWAY -;•BALLAS '.
own eE:AT LEAST r'y��4M���®�� t 'flS���i��il6�r' �.���_���-�_�,��_4�. �:'c"�C:"2:,°�v'A'C:%:; �' WHICHEVER IS 3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
ABOVE TIL T2 S ::......:...... ':............. .:. ':: .. ' .R•d F-.v.-. ,.......
e$!! ascsibma, macrousmalIRR. .• GREATER. SEDIMENT FROM PERIODICLEAVING CONSTRUCTIONVAOFSEDIMENT-LADEN TE.ENTRANCE
NORTH
memTIL VAS1ED STe✓E :::::::::::::::::..................................................................... ... .4..•d...d.... ..4..•!.❖.❖.•.dd'�•d'JOa ..a....,,.r> .,,..?.4c.
.... .�w_Hww.tw.�.ww..ww_______ __.!_a�w_.w.H_ac�_c„ww_�.w ,� GRADE ,:..,:.:.::.:�:•��.
Amu tlimosp A,dl7::I....... r. I" `I;i�';;IIMMeg@!bpmiluril1 ...... . ......................................••_._ _.. n•.;;;.%. WILL REQUIRE REMOVAL OF
aRir 86Rrl6r9�i! 1 �.: 1 . ".1. �I iRIBE90QfNB�lL01il ..•�• ......
U WI I.=11 N II a-u II a"n a-n IKu I II N II u n II u n II=n II u n II n ...'. ^.�,;a;a;'?•�•`';n",,C.;,•:::o-':"';: STONE AND REPLACEMENT WITH FRESH STONE. NC GRID
IIIIIIII
:::liliN! i_ Tl r NAD 83(2011)
FRONT VIEW I =1
-- WIRY WIRE FENCE, I -I jl`^� NAVD 88
FILTER FABRIC,
arm HARDVARE IT -1 FRONT VIEW �I :II
CLOTH IN TRENCH la-I JIVE
STEEL FENCE PO SET HAXE.APART f PLANVIEW
WIRE k ION.u arm SdIDGRO STEEL POST SCALE: 11t=201
HARDWARE CLOT _ t1QIE • WOVEN WIRE FABRIC
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA SILT FENCE FABRIC NEW CONSTRUCTION
FILTER OF• DOES NOT EXCEED 1/4 ACRE AND NEVER IN o 35'MIN. I 15'MIN. I W
WASHED STONE AREAS OF CONCENTRATED FLOW. € EXISTING ROADWAY Ir
FILL SLOPE
r FILTER FABRIC 2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO in le:
_:ti:;
Lou GRUBm PROVIDE STORAGE VOLUME FOR THE NEXT RAIN i .. Q
AND TO REMOVE PRESSURE ON THE SILT sue`'' ..:.-•• � .� ; i/•i/•i/ 12"MIN.
8"MIN. •.,•. ..._ '.�.\\.\\.
g NOTES: FENCE. .yr:1G
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED. a .?r°. GRADE /\/\/O/O/
w;,`�gYo°AJog n / 2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING. - /\/�/• \ �� \/�/\/' •
n ill _"T \\• \ \\'
°-_ 8"MINIMUM COVER
BURY WIRE FENCE AND HARDWIRE CL01H/ .my 6.6 LEPER EDGE 6 o I i _2-2 OVER SKIRT• FABRIC UNDER STONE
FILTER FABRIC IN TRENCH le :II
ANCHOR SKIRT AS DIRECTED
II - BY ENGINEER• CROSS SECTION o
i -.MNi1=11." • -
A SECTION VIEW W SIDE VIEW IA
COUN COI • COUN
i ORTH CAROL. i ORTH CAROL. ORTH CAROL.
STANDARD SILT FENCE OUTLET STANDARD TEMPORARY SILT FENCE STANDARD CONSTRUCTION ENTRANCE H
EFFECTIVE:01/31/08 EFFECTIVE:01/31/08 EFFECTIVE:01/31/08 I W
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In
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NPDES Stormwater Discharge Permit for Construction Activities(NCGO1) NCDENRfDivision of Energy,Mineral and Land Resources Lrl U
Local Seeding Schedule
U
(per Wake Soil and Water District) GROUND STABILISATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMEmT AND VEHICLE MAINTENANCE SNnwBv x Irn ~-
THENCGOICONSTRUCTIONGENERALPERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. Fy
Implementing the details and specifications on this plan sheet will result in the construction 2. Provide drip pans under any stored equipment. - -
activity being considered compliant withthe Ground Stabilization and Materials Handling 3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the xf�-
STABILIZATION TIMEFRAMES Mlons of the NC601 Construction General Permit) dins Eand F,respectively).The 1„1 �q.,..e-- At
permttee shall comply with the Boson and segment control plan approved by the protect `.,L� dl ��yy
Perminant Seeding: Shoulders Side Ditches and Slopes(max 3:11 delegated authority havng. dittlon.All details and specifications shown on the sheet 0 Collect all spent fluids,store in separate coManers and property dispose as
(Effective Aug.3,2011) ag chi conditions delegated aaumari having jurisdiction. hazardous waste(recycle when possible). C7 p
may not apply depending site con get.authority gjuri 5. Remove leaking vehicles and construction equipment from service until the problem I>F.�s•
i planting Rate - SECTION f:GROUND STABILIZATION Bringas used
�{�' �"'"' 4
Required Ground,ahia zatbn TImeframes 6. .ring used fuels,lubricants,coolants,hydraulic fluids one other petroleum produch W��•��
Stabilize within this to a recycling or disposal center that handles these materials. I�YL�{LWIlinenier`
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS Site Area Description m ceasing Time same
mamevaLX0ues u N ����`ERBUIDIxGMAERIALAxDgxDCEANGwASE `
land disturbance Never bury or burn waste.Place litter and debris in approved waste containers. Q
Aug.15-Nov,1 TE19 Fescue
200Ibs/sore (a)Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.gdumpster,trash CONCRETE WASHOUTS rl
wales,ditches, None es,and 7 receptacle)on sitem construction ce
pon and domestic wastes. 1. Do not discharge concrete or mem slurry from the site.Nov.1•Man I TallFescue 2001bs/acre1.kigperimeter slopes 3. Locate waste containers at lean 50feet away from storm drain inlet:and surface 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local
Perimeter dikes,swales,ditches,slopes 7 days None (b)High quality Water None waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approvedfacility.
P Y (Howl Zones 4. Locate waste containers on areas mat do not receive substantial amounts of runoff Manage washout from coo tar mixers In amoraance with the abweitem one In
andAbuzzlRye (nurseaop) 251bslacra a smpesneeperman N slopes are loor less in length and are
omuplandareasanddcesnotdraindirettlytoastormdraimrtreamorw land, addition place the mixer and associated materials on impervious barrier and within
Mar.1•Aprl115 Tell Fescue 2001bs/acre 3:1 7 not steeper than 2:1,14 days are S. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence.
4 allowed provide secondary containment.Repair or replace damaged waste containers. Install temporary concrete washouts per local requirement;where applicable.Ilan
-7 days for slopes greater than SO'in 6. Anchor all lightweight items in waste containers during times of nigh winks. alternate method or product is to be used,contact your approval authoriy.
Apd115-June SO Hulled Common Bermudagrass 151bs/aere length and with slopes staeper than 4:1 7. Empty waste containers as needed to prevent overflow.Clean up immediately if rertew and approval.If local standard details are not available,use one of the two
-7 days for perimeter dikes,swales, containers overflow. tvPes of temporary concrete washouts provided on this detail.
High Quality Water(HOW)Zones 7 days None (d)Slopes 3:1 to 4:1 14 ditches,perimeter slopes and NSW B. Dispose waste off-site at an approved disposal fadliry. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk •
Y Y Zones 9. On business days,clean up and dispose of waste in designated wart.containers. sections.Stormwater accumulated within the washout may not be pumped into or
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters.Liquid waste must O - IN Mi V')
perminant Seeding: Slopes 3 1 I to 2:Iaysperes,swaes, PAINT AND OTHER LIQUID WASTE be pumped out and removed from project. f-
g' p Ouch,,.perimetertslopeks and HOW Zones Do not dump pant and other Squid waste into sto mdrains,streams orwetlands. 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
(e)Areas with slopes 14 -10 days for Falls Lake Watershed unless a. Locate washouts 50 feet away from stormdrain inlets and surface can be shownthatnoother alternative are reasonably available.At a minimum,
flatter than O1 yspaint was y Install protection of storm drain inlet.)closest tome washout which could receive
Fescue 200 Ibs/aCfe [�ere.a=ero amp. waters unless no Miler alternatives are reasonably available.
Noce:After permanent of consttuttlon activities,an 3. Contain liquid wastes in led led area. spills or overflow.
Aug.15-Nov.f TaIIF a gas with temporary Locate washouts in an easily accessible area,onlevel gro�n,and inrtallartone
ug• ground stabilization shall be converted to permanent ground stabilization as soon as 4, Containment labeled,sized and placed ecs,nrlatetyfor[he needs of Me. nuance pad in front of the washout.Addi[lonalcon[rols maybe required by the
If slopes are 10'or less in length and are practicable but in nomselongerthan90calendardaysafterthelastlanddisturbing 5. he discharge of paps,solvents, and from appo gaumoriry.
and Sericea Laspedeza(unhulled•unscarilied) so to 7o lbs/acre Slopes steeper than 3:1 7 days not steeper than 2:1,14 days are allowed. a"'"mv.TemDgrery ergpnd stamlmaNgn sbellbemalntai"<"'Hama"nertgr<na<""< construction saes.
P Y surfacertablea lerated erodonuntll d nabilization machpev d. Contain
g, Install a[leartone sign directing concrete trot [o[hew zhou[wRnin[he project
gainrt acce permanent groan limns.Post signage on the washout Itself to identifythis loratlon.
Nov.1-Mar.I Tall Fescue 200 lbs/acre PORTABLE TOILETS 9. Remove leavings from the washout when at approximately 75%capacity to limit
GROUND STABILIZATION SPECIFICATION 1. stall portable toilets on level ground,at least 50feet away from storm drains, verflow events.Replace the tar
Stabilize the ground sufficiently so that rain will not dislodgethe soil.Use one of the wetlands unless there is no alternative reasonably (able.If 50 foot o tarp,sandWhen other temporary cal
and Sedcea Lespedeza(unhulled,unscarified) GO to701bslacre techniques in the table below: streamsnot
yavi wmucts,fllowmaufacturfunRiopal.When ir¢inganerna or proprietary
onagraelattal.suround with
sand
of portable toilet behind silt fence or place products,pllown of thecturer'ete work,re
s instructions.
g3.rgvwy Sxbxxtlm Immse.covered wen Onagravelpag oranchountlfportaa bags. 1 Attn approvddispotn<concrete work,r<moveremalningl<avinasantldhPoxor
and Abruzzi Rye 25lbs/eC(e msuawor Providestakingoranchoringofportable[Oiletsduringperiodsofhighwindsorinhigh an sedbyremovWowshout..Fillpi[,ifappliable,antlstabilizeanytliz[urbence
Sloes 3:1 or flatter 14 days 7 days for slopes greater than 50'in length. _ caused Z
Mar.1-,tune 1 Tail Fescue 200 Ws/acre P y y p g g •ImLva m and such as rmamnt Loa 3. Mont portable toilets for leaking and properly dispose of any leaked material tau t.
•Ranee erosioncon:ropow..hoz • rmrnien mshne Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
and SerieeaLespedeza(scarified) 40to50lbs/acre nii
•Maopron.IPo,;,dstra rotherm"Rh permanent plantings covered with properN operating unit.
HERBICIDES,PESTICIDES AND ROI/IMMO/ES• v1
Mar,15-June30 WeepingLavegrase IDlbs/ecre Pram sheering stributed ground cover EARTHEN STOCKPILE MANAGEMENT Store and apply herbicides,pesticides and rodenticidesinacmrdancewi[Mabel
•liniform and even,
1. Show stockpile locations on plans.Locate earthen-material stockpile areas et least 2. Store herbicides,pesticides and rodenticides in their original containers with the
111
40toGOlbslaere \ •s•Oct-rl`mnrodsu�chunmrcrete.aspaltw 50 feet awafrom storm drain inlets,sediment basins,perimeter sediment controls label,whichII.directionsforuse,in dientsandfirstaidste
andSericeaLespadeza(seaz➢fed} \ remairysion and surface waters unless it can be shown no other alternatives are reasonably a ere panwseof
All other areas with slopes flatter than 4:1 14 days None,except for perimeters and HOW Zones. •ApL,,m,mm�m,>pd ...assn. available. accidental poisoning.
March 15-June 30 Hulled Common Bermuda grass 15 ibs/acre
g Protect stockpile with silt fence installed along toe o slope with a minimum offset of 3. Do not rtoreheretiey may spill
lo and rinto wddepnareaswhere Roodngm
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. or surfacesible wateretheymavcf a spill curs,clean into imme stately. erdmins,ground water
Select flocoulants that area being exposed g surface water.these materials
nsite.clean area immediately.
andSericeaLespedeia(scarified} 46to501bslacre 1. nrnttmn,SeimcnaSc,°ne"NCOWLCcicfoilsbeindPdMsiF�cumnts. 3. StabS,atameatoneacaesapoimwnenfeaaibl<. 4. DonntrtockpilethesemMerialsonsite.
8 of Approved 4. Stabilize stockpile within the ti meframes provided on this sheet and In accordance -
2. Apply flocoulants at or before the Inlets to Erosion and Sediment Control Measures. with the approved plan antl any addltMnal requirements.Soil stabilization is defined
3. Apply flocoulants at me concentrations specified In the NC OW?List of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated HAZARDOUS AND TOXIC WASTE
See
ding PAMSMOttubnts and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent cone needs. 1. Create designated hazardous waste collection areas onsne.
Temporary Seeding 4. Provide ponding area for containment of treated Stormwater before discharging 2. Place hazardous was[econtainers under cover orin secondary
5. Store flocculants in leak-proofcccfainers that are kept under storm-resistant cover 3. Do not
aloe hazardous chemicals,drums or bagged materials directly on the ground_
or surrounded by secondary containment structures. .--1 June 1•Sept.1 Tall Fescue no lbs/acre NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE:04/01/19 O N co)o
and Browntop Millet'(nurse crop) 35 lbs/acre
or Sorghum-Sudan Hybrids'(nurse crop) 30Ibslacre
P4 1 W.
71-
71- C/D a(M Cl
Q O
SELF INSPECTION NOTICE
PART ill r\ 1 M
PART III �/ a Z O O
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING 4 I-ll E1 1
NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF-INSPECTION PROGRAM: SIc.ON A:SELF-ISSPEcrION SECTION R:RECORDKEEPING SECRON c:REPORTING I4 ,-- 0 ,A Q
Self-inspections are required during normal business hours In accordance with the table I.MSC Plan Documentation 1.Occurrences that Must be Reported �j
Q below.When adverse weather or site conditions would cause me safety of the inspection The approved EBSD plan as well as any approved deviation shall be kept on the site.The aermlttees shall report the following occurrences: W 4
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND-DISTURBINGACTIVITIES perzonneltobeinleopardy,the inspection may be delayed until the next business day on approved MSC plan muss be kept uptaaxte through.the coverage under Mispermn O Visible sediment deposition in a stream or wetland. -
whichitissafetoperformtheinspection.In addition,when a storm event of equal to or The following items pertaining to the E&SC plan shall be kept on site and available for 0N a
INSPECT A PROJECT AFTER EACH STAGE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS greater than 1.0 inch occurs outside of normal business hours,the self-Inspection shall be The
owin all[imestluringgtoth business msha A
performed upon the commencement of the next business day.Any time when inspections lb) Oil spills. N 1 O
BEING FOLLOWED.RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1,2010.THE SELF-INSPECTION PROGRAM were delayed shall be noted in the Inspection Record. NemtoDocument . DoomentationReprnmenu •They are 25 gallons or more, �+-1 U U p4
(a)Each MC measure has been installed •They are less than 25 gallons but cannot be cleaned up within 24 hours, Z
IS SEPARATE FROM THE WEEKLY SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES.THE FOCUS OF .ripen N r midsru,bonesignificantlynsMns de„iatefromeh. o each
wano`)a"ane.d� U Z
THE EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN.THE INSPECTIONS MUST BE OCNDUCTED AFTER EACH DIM D'"•®.mI ousse in .
awnantapprovedE&X relative wan wA • nev are with muse m 1Do feet of surface Lon on surfa.waters la grs�regamleless of s of pl lumeI U
THE PROJECT,ANDCONTINUEDUNTIL PERMANENT R D ESTABLISHED ACCORDANCE WITH 11 A- 4 1 AND l A A rear bN Low upon. U M� to
STAGE OFOJEC GROUND COVERISINNCGS 3 5 . 5 NC AC
the...measures are modified,her instal (c) Releases of hazardous substances in excess of reportable quan[Riez under Section 311 a ITS
4B.0131.THE SELF-INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREADSHEET FROM w•a,00ccurred u,rammnbe recorded dwm Um amp. of the Clean Water Act(Ref:40CFR 110.3 and40CFR117.3)5,5.50on102ofCERCLA RI W F+
„A (Ref:40 CFR 302.4)or G.S.143-215.85. ,
HTTP://WWW.DLR.ENR.STATE.NC.US/PAGES/SEDIMENTATION_NEW.HTML.IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM,PLEASE CONTACT Dlx • 'a Ca c.d, ben pN e pay inspect. 0 �� a
xaessum con report..on indicate
completion of the (d) Anticipated bypasses and unanticipated bypasses. 4 ,tag (_
THIS OFFICE AT(191)791-4200. m.m.ww wamr.rraR round ccwer is located and installed m _ W � a Z
dhows t.n...a i`IG accordance w,m me approved ES. pan c pans inspect.an (e) Noncompliance with the conditions of this permit that may endanger health or the W
plan. _ with approved environment. �Wy a W
ground
ram Isoo,l (a)cT Compkm date an sign n inspection report. 2.Reporting Timefm and Other Requi men O Ir I1
requiremeThe mnti faN ail ESSC measures After a permit[«becomes aware of an occurrence that must be reported,he shall contactNernst..in »no issarins or suspended solids or W (~
xxno., n, have been perform. the, Division regional timeframez and in accordance with the a P-I /1 ,Z
lei[ appropriate giona a -I
IOve.imwern nk.�w limiu.tnen•rceere to MSC measures. have
"` " pan Doer requirements listed below.Occurrences outside normal business spurs may also be
SEEDBED PREPARATION w N„rota,sediment repma man emmpetm an
r.pprtetltomeD.parmentaEnyrrarim.ntalEmeeenty.nterpers°nnelatlao°I r^ f� Z
and.ilnin 24 I..S‘tions Laken to clean uo or er n ea n has lest red 858-0368. V 1 y�I W
2.Additional Documentation to be Kept on Site _„dnatem r occurrencemes(Ake Bmaerrl am Require.. Ile O
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL CONDITIONS,IF AVAILABLE. W, aria„a o,amens when o come futured date of sem..steers In addition to the MSC plan documents above,the following items shall be kept on the pal W
IUssre.msa, site antl available for inspectors at all times during normal business hours,unless the wRrdays.a es..)of the U
he n Division provides a site-specific exemption based on unique site conditions that make stream or.eaane I O
this requirement not ractlwl: work the 4 m.fora write report ona
2. RIP THE ENTIRE AREA SIX INCHES DEEP. practical:
O N
W
.�wew a ✓-I
dale(nit as impaired -
yetis...
I,...rtn Pme.. la) This General Permit as well as he Certificate of Coverage,after received.
3. REMOVE ALL LOOSE ROCK,ROOTS,AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. m nder intal F- Q
hews
Ltd ro`Idsr'ba its installation lb) Records of inspections made during the previous twelve months.The permittee shall if P4 I--1 -1
mww�e, of Ord the required observations n the Inspection Record For ovided b the
ff
determine that additional requirements are need..assure compliance N esim p Form y
4 APPLY AGRICULTURAL LIME FERTILIZER AND SUPERPHOSPHATE UNIFORMLY MIXSOIL(SEE MIXTURE). m Loa meat wm.a.nt
Co)
SU OS UN O AND P .p ellectrnorasiavailale record form of includesh required
paper copiswillbtalloedi NON sews
electronically-available records in lieu of the aired paper copies be allowed ifreleased shallabout includeinformatimeaate,nme,nature,volume one H
I r show to provide equal access and utility as ad-co records.NV hard-copy Ircatwnofthe smllwrelease.
5. CONTINUE TILLAGE UNTIL AWELL-PULVERIZED,FIRM,REASONABLY UNIFORM SEEDBED IS PREPARED FOUR TO SIX INCHES DEEP. _.rm r r rani p pr-\ O
smoowaup0 vu npwvreeaw 3.Oocumentationto be Retained for Three Yeah substances
above 1" 00 ,4
All data used to complete the e-NOl and all inspection records shall be maintained for a period ...urinated ne mrmwtxkmtmn be/metyre ewewfoebrwssO,e,aXA. Cl
6. SEE ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. NOTE:The rain inspection resets the required 7 calendar day inspection requirement. M three years after project mmpleudn and Made available upon request.[40CFR122.411 Wm weiladFR antler ,nforeeors„e,ielryPeaa,b M
.4ulmlls11 effect oft bypass. evaluation quality N
7. MULCH IMMEDIATELY AFTER SEEDING;ANCHOR MULCH. PART II,SErnONG,ITEM(4) Minnanudnane •
ra •WWider n.Fool..hours,an oral or electronic notification.
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT bypasses[aq eaoya,areparttnat includesn anevalwon art„.
Im11S11 wriryanaeaect pimebypass.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN PLANTING SEASON,IF POSSIBLE.IF STAND SHOULD BE Sediment basins andsrapsthatr cei runoff from drainage areas of one acre or more shall use outletstruct�res[hatwithtlrawwaterhomthesurf cewhenth de c needobetlrawndow leelNonCompebnce nam oreI ctrwHcnotifiroto
n.
for maintenance or close out unless this is infeasible.The circumstances In which it is not feasible to withdraw Water from the surface Shan be rare(fdr example,times With Mended cold weather). �nav ca`seism prt Mai eriod contains noncompliance.
OVER 60%DAMAGED,RE-ESTABLISH FOLLOWING THE ORIGINAL LIME,FERTILIZER,AND SEEDING RATES. N°nsurrare withdrawals from sediment basins shall beannwed only when ap of thewnnwingcriteriahavebeenmet: nm pion has not
9. CONSULT WAKE COUNTY SOIL&WATER OR NC STATE COOPERATIVE EXTENSINO ON MAINTENANCE TREATMENT&FERTILIZATION AFTER PERMANENT 1.alth or Mom ucew'�is expected
pal The plan authority has been provided with documentation of non-surface withdrawal and periods it occur.he withdrawal
Mall no m until the E&SC plan authority has approved these hems Az0µ7N entce noncompliance
41rt1onn1.
COVERIS ESTABLISHED. (b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III,Section C.Item(2)(c)and(d)of this permit, c• �_�ca.baasswaroetrequirementor w ne
I,WATTS B.FEARRINGTON,JR.,HEREBY CERTIFY THAT THIS MAP WAS DRAWN Deproperly rig discharges are d maintained with
minimize discharges of kratiantsfrom stormwater that is removedfrom the ediment basin.Examples of apDroDd controls include
10.MIXTURE vegetaltd,npandareaanamamtahieaaroperlmesigne stonepks,and adisueltoMeexon ent �I
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION pal vegetated,sipation deviesmesas or a check properly sediment
traps,
pad ripraede mvided at feasible atge outlet ofined aterin devices,
antdevices describedin tam(c)abare,
(e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of all tlewatering devices,and
AGRICULTURAL LIMESTONE-2 TONS/ACRE;FERTILIZER 10-10-10 ANALYSIS @900 LBS/ACRE;SUPERPHOSPHATE-500 LBS/ACRE OF 20%ANALYSIS; (f) Sediment removed from the aewzteang treatment devices described in item(c)above is disposed of in a manner that does not cause deposition of sediment into waters of the United States. CI:0)
(DEED DESCRIPTION RECORDED IN BOOK 19538,PAGE 1722,OR OTHER REFERENCE MULCH 2 TONS(±80 BALES)STRAW/ACRE;ANCHOR-USE LIQUID ASPHALT @ 400 GALS/ACRE,OR EMULSIFIED ASPHALT @ 300 GALS/ACRE
SOURCE);THAT THE BOUNDARIES NOT SURVEYED ARE INDICATED AS DRAWN FROM NCG01 SELF-INSPECTION,RECORDKEEPING AND REPORTING EFFECTIVE:04/01/19
INFORMATION IN PLAT BOOK 2023,PAGE 1230,OR OTHER REFERENCE SOURCE
SHOWN HEREON;THAT THE RATIO OF PRECISION IS GREATER THAN 1:10,000+;
THAT THIS MAP MEETS THE REQUIREMENTS OF THE STANDARDS
OF PRACTICE FOR LAND SURVEYING IN
NORTH CAROLINA(21 NCAC 56. 1600). JB EROSION LEGEND LEGEND JUNCTION BOX I_Cl FLARED END SECTION N/F NOW OR FORMERLY CLF CHAIN LINK FENCE
WITNESS
SENUM RIGINAL ER,&SESIGNATURE, N CARD ug DRAINAGE INLET @ WATER MANHOLE R/W RIGHT-OF-WAY FFE FINISHED FLOOR ELEVATION PROVIDING SERVICES FOR
LICENSE NUMBER,&SEAL ( n POWER POLE FD FIBER OPTIC BOX OTP OPEN TOP PIPE BFE BASEMENT FLOOR ELEVATION _ __�.\ METRO ATLANTA,
/ O PROP. CDR. FOUND
THIS 13TH DAY OF MARCH,2024. ,O e_S.SS/O ti a��aC CONSTRUCTION RALEIGH-DLTRHAM, PROJECT
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SEAL c ENTRANCE 0 COMPUTED POINT POWER POLE O POWER MANHOLE RB REBAR SUBJECT PROPERTY LINE BOUNDARY.
0❑ R/W MONUMENT W LIGHT OUTFLOW STRUCTURE CONC. CONCRETE - - - ADJOINING PROPERTY LINE _ 8024 GLENWOOD AVENUE
r L-3468 SILT FENCE AK FIRE HYDRANT GUY WIRE © CABLE BOX EOP EDGE OF PAVEMENT -W- WATER LINE SURVEYORS,ENGINEERS #109,RALEIGH,NC 27612
�, ��O ��O OUTLET ❑W WATER METER mE POWER METER m TELEPHONE BOX OH OVERHANG -S- SEWER LINE BSL BUILDING zone,ine. AND LAND PLANNERS [phone]
cy� � �' C SURD Off' WATER VALVE ELECTRIC BOX RCP REINFORCED CONC. PIPE CNT. CANTILEVER -G- GAS LINE SETBACK LINE SHEET
WWW.BOUNDARYZONE.COM ©COPYRIGHT 2024
_ PE-AR RI' , -SF- SILT FENCE Os MANHOLE M A/C UNIT HARDWOOD TREE DB DEED BOOK -C- CABLE LINE AG ABOVE GRADE FIRMNUMBER:C-3534 BOUNDARY ZONE,INC. 2OF2
\...........WATTSB.FEARRINGTOLS-3468 ® CLEAN OUT © GAS METER BM BOOK OF MAPS -T- TELEPHONE LINE BG BELOW GRADE ALL RIGHTS RESERVED
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