NCC240174_Site Plan or Location Map_20240118

z
EROSION AND SEDIMENT CONTROL
APPROVED PLAN & o
DATE S 6 Nc SITE
PERMIT NO. S- ,Ai� se low
Wake County Environmental Services
Sedimentation&Erosion Control 9
919-856-7400 <</� C . �--- Ix
". _ _ ■ Z T
VnRL ENVIRONMENTAL CONSULTANT SIGNATURE V
r{ N
13
SHINLEAF ESTATES0.1
B.M. 2023, PG. 1701-1706 —/ — '\ \� BUILDER:
STELLAR BLU CONSTRUCTION
p 8601 SIX FORKS RD, STE 400, RALEIGH, NC 27613
SIZE DATA TABLE r �?' ' '. J r [phone]
ZONING DISTRICT R-80W r ,LcpJ �� \ N
RIVER BASIN NEUSE , Co Z
COUNTY WATERSHED FALLS LAKE / SILT
IOUTLET FENCE m
WATERBODY INDEX 27—(5.5) '
LOT NUMBER LATITUDE LONGITUDE "A
0\
12 35.988 —78.654 t (� �CO ����1111111111I11R��1111I �
I t /IISILT FENCE . "v0 �``O� NE SNl.wyy�� ,°��:
�/ t t I OUTLET , O) 1 . o41\ti,I .
nT + t t I tij r% '��s�
t I �, C 'Q '
' �.! = SEAL
1 1 1© G m = L-5499
t r I 40,59O S.F. / /—: - , .. '� ®� ;
c- �N.... . 4/.
O
0.932 AC. G n =�S SLJ 1 y��:'
SILT
IOUTLET FENCE lin i�-,',0,�1 E.
1�10,``,,,
\ II 1111
t I
, PROPOSED 20'X30'
CONSTRUCTION /
1 ,,
ENTRANCECYJd J /I �pii,,,,
PROPOSED DISTURBED J��
SHINLEAF ESTATES SILT,FENCE AREA = 21,542 S.F.
/B.M. /
2023, PG. 1701-1706 �s•3 IV OUTLET ; (0.495 AC.)� A r'
I 23
t9. I t
I
LINE TYPE LEGEND /f i SOIL AND EROSION PLAN FOR
1
PROPERTY UNE — UNE SURVEYED I '(`‘.4,
o</I / •� LOT /2
- RIGHT—OF—WAY 0 11 SHINLEAF ESTATES
— — •ADJOINING LINE — LINE NOT SURVEYED I ' ,
•
OVERHEAD LINE , N SHINLEAF ESTATES
- BUILDING SETBACK B.M. 2023, PG. 1701-1706
EASEMENT
—e—e—ID—1.— DISTURBED AREA 7644 FALLS CREEK LANE
■ ■ - SILT FENCE D.B. 19470, PAGE 2481
B.M. 2023, PAGES 1701-1706
CH; ��,44 �, la) ! tl BARTON'S CREEK TOWNSHIP
J WAKE COUNTY, NORTH CAROLINA
CDCAWTHORNE, MOSS \ OCTOBER 25, 2023
& PANCIERA, P.C. 50 25 0 50 100 s
Professional Land Surveyors \ 1
C-1525 E
333 S. White Street \ SCALE 1 "=50'
Post Office Box 1253
Wake Forest, N.C. 27588 \ SHEET 1 OF 4
[phone]

TREE PROTECTION-FUSEE N. t O; CLASS 1 RIP RAP(SEE SECTION THRU BA1
SILT FENCE (SEC NOELS) f� /
oFrtu7 - - iF—fF T��'� 1 - — — — r , \ \ /
I I IN I I _ N
•I I SILT FENCE I; W I I b V —_ TA NNE AIIVIMtsi 'I0\\ ( I I I/ - - �--//
1 ! IIII I.RhIL 11 VT'1(1 SL EJ' •
I I k N .RLDI}avT 0,su, T -. .. 1. - /. /./.
Li=11 z p \\\` .v: '—RIP RAP HEADWALL
� 1 ! W I I t 1 „' E a��"l'
k - I 1 Ai J' R. _` i WASH STONE.I'-0'THICK r 3'-
1 11 ! I I V q l I " 1} rh 1 1 1 4 1 'n.I1F J ////////////////// /•
CONST
RUCTION -- i 1.f Pd1 F _ _ .„.----..„,-2-,‘
RIO IIF WAY nu F.
•
. S 11rtLET --- -- V ,. lal IS T i J+�
wATDES _ 1 -- 0 rl IN i RP AU / \\
-._d L�_�s J G% 6 Ln ! RI \I h I M. ..i /l I I I`\\ /
.y -ems hOR AY-..�. A� ! `I:n..3 .. t.A.+l :.'.SA C, 135.:I y,N 1
A5 NEEDED .'1W TOP Of SWALC G CA (C « RO Dunn ( --)) )R>t lu)i) ) r(1 `Ntll< C Ye,,, /
EDGE OF' OADWA A n ADWA %n ,t N,t. 1 'I f I JJ+ eL ;/ /
TYPE n PAVERIENI TYPLo h TYPED it PCE ,-S TIf.h .iu12+rcma+•er:i _ I
MHO �. 1I ..,,d,x ln..w.,x.�nl offl.Fr /
PERSPECTIVE VIEW
.n'res / NO SCALE
I. TREE PROTECTION FENCE SHOULD BE ENSTALLED
ALONG
THE
FoNE s ADJACENT
RTSIN REERSZO .Wen-ASoS II 9 ERASION CONTROL DETAILS ARE NOT DRAWN TO PLAN VIEW
.TREE Ann VEGETATION PROTECTION zont. —SEDIMENT STORAGE
IdCD 1NUIVIWAL LUF IIII SIL I'FUNCT:U. N.SEPTICENSUR'FIELD OR THAI NRf AIR FIELD T.AS THISNMAN'VOID
LEGENDST IMPACT
atom SIDES A.INSTALL sn.T FENCE OUTLETS AREAS TO BE DISTURBED RIP RAP
OU SCHEMAn rDIAGRAAM ANSHOULD ASNEEDED SHOWN LOTS
w TLARE CO.CONTIGUOUS PU ENT ICDT,FiIL ETC.) CFLOOD STORAGE ZONE HEADWALL-
ON _ s„,,. 11 t Z 1
F T G ELEVAHESE DETAILS TION SFDE OFOR t111E DICES C O SI UL HAVE INDIVIDUAL T A
sRr, Lc noN A' DISTURBED 55 O ONLY
FENCES EKES COULD BE A TMUM Two ) T '..C•. ._ \ 1' NATURAL GROUND
PIPE
>X> DIVERSION wrcH s' 5ro 5 u Fa S E C Slain l�ulru SCE OFn cu a Es,t,.c.n„n r r, A.Iv.,n SOW\ \I.5' INVERT
If 511E DISTURBED AREA IS E 3'
EWE OF PIC
A SHOULD r .._-. _ - FLOW
—( wnTTLES a 5/O 0 S 5CIE PIC 13 STANDARD PLAN DOES NOT COVER P FE FOLLOWING 1.5
_ G TNA\ �I,yy., -L I Il 1.�I, CLASS 1 RIP-RAP
cILFT FENCE OUTLETE PROTECTION FFNri 6. i LLD T LO ry L TW.40 LOTS '1 TG -TEA +i y{:T �i,1 `:3.Nl I': J� i• I I ] II L�.LI. LIAEMUM SEDIMENT DEPTH
WILL C NE I D A NOTICE OF V OLAPO. ,�• fy �}.•'y ,y3 #5 WASHED STONE
I w"'L°' (NOV) 5 LOTS WITH Co.CENTRA-MD FLOu/SWALES BETWEEN II II 11=1" I II III IIr�Fdll"AT-II=1. (CLEAN OUT POINT)
DRAINAGE INPC ' INLETS
DOWNSTREAM
S[...-. 5 DISTURBANCES OA LVV.ANG rE°' —II-11=- y„ 1'- II=1=
CONSTRUCTIONEVER.NCE ME.f RENNIN,' OR II/IMAl•m ay - Lois B smKtIWATCR coA•nloL MEASURES SECTION THRU CATCH BASIN. FILTER AND CULVERT PIPE
I
_,,, MITI-CONTRACTORS CTEUTILITIES 5 ALL [ L iN[}rT SLr1PT5(IR RIIN TIN' F as AK NO SCALE
RE-INSTALLEDL E LI FTI u T Y. �'
8. U" IS U S -C4 SILT C ULUNI.
CONSTRUCTION IDEDONOTHE SHEETS o, SURFS COUNTY
U..ti Dial
IVAKI- WAK °"""�" STANDARD HORSESHOE INLET PROTECTION
COUNTY
ouAT En•Ecuve:01m;os
TYPICAL INDIVIDUAL LOT SEDIMENT&EROSION CONTROL MEASURES DETAIL STANDARD RESIDENTIAL CONSTRUCTION ENTRANCE DETAIL A-G
EFFECTIVE:245/191 RI.V/NEIL 1,2/:070
8'-0'MAXIMUM
EN coN
T II
11
i f. t I I 1
t F •::i!. 4 SILT FENCE FABRIC 'A 0
MINIMUM 10 GAUGE --INSTALLED TO SECOND MINIMUM 12-1 2 CRUGE
I 1 1 1 � �M LINE 1WRE5 •
••• WIRE FROM TOP %a . /
a I:� .J06 J VJAt17:� INTERMEDIATE WIRES
Tw>a1 tvla I - 1 i 1 �I�Lk�i x .(.•'y 1
xc uvm snrnc,! _ I i' nicer s. • •1' ` I` j• i I) GRADE
FPS I I I �iIYIItY�1Y� I.
� k'Y['sfi- I'= I e-1u r= T--iv=1il n �i="i"-1=1 I n.ill
J-6'J',�- T ✓
FRONT VIEW II
IRIIII1
___ul wo N N I'IIIII FRONT VIEWIIIIUI.
__ a.WO•"
STEEL POST
WNW.CNN k, NOTE' WOVEN WIRE FABRIC
1. USE SILT FENCE MET WHEN DRAINAGE AREA SILT FENCE FABRIC
�.cr .Ael _.• DOES NOT EXCEED 1/4 ACRE AND NEVER IN I
si3c • AREAS OF CONCENTRATED FLOW.• i; 2 REMOVE SEDIMENT DEPOSITED AS NEEDED TO rn 0 FILL SLOPE
t,�y 4.. ad,o PROVIDE STORAGE VOLUME FOR THE NEXT RAIN
y� AND TO REMOVE PRESSURE ON THE SILT
' .)y't NOBS FENCE. _
. .. ... /� 1. REMOVE SEDIMENT WHEN HALF OF STONE WRET IS COVERED. _I-I •O ct '_..
1' S•r. 2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING. %IF •r•
WAIT n¢NICE OW WENN a»m/•II\ it;L xis 6'MINIMUM COVER
II o OVER SKIRT•
II WRIT Tame M.ISNCM ANCHOR SKIRT AS DIRECTED
•..d III ii IlII-¶ BY ENGINEER•
SECTION VIEW SIDE VIEW
AK WA
OUNFT co
NI,N,N;r..�I.IN. STANDARD SILT FENCE OUTLET STANDARD STANDARD TEMPORARY SILT FENCE SOIL AND EROSION PLAN FOR
EFFECTIVE 01/3 VOA EFFECTIVE:01/3 L'OB
LOT 12
SHINLEAF ESTATES
7644 FALLS CREEK LANE
D.B. 19470, PAGE 2481
B.M. 2023, PAGES 1701-1706_
N. BARTON'S CREEK TOWNSHIP
C ] fli WAKE COUNTY, NORTH CAROLINA
CA)
�CAWTHORNE, MOSS OCTOBER 25, 2023
& PANCIERA, P.C. 100 50 0 100 200
Professional Land Surveyors
C-1525
333 S. White Street SCALE 1 "=100'
Post Office Box 1253
Woke Forest, N.C. 27588 SHEET 2 OF 4
[phone]

PART ill PART NI ONSITE CONCRETE WASHOUT
SFIE-INSPECTION,RFCORDNEEPING AND REPORTING SELF.INSPECTION,RECOROBEEPING AND REPORTS. SELF-INSPECTION,RECOROKEEPING AND REPORTING STRUCTURE WITH LINER
SECTION A:SELF-INSPECTION SECTION B:RECORDEEEPING SECTION C:REPORTING
Self-inspections are required during normal business hours in accordance with the Obk I.FSSC Plan Documentation I.OCCunencez Mal Must be Reported a�A awl - J
below.When adverse weather or site conditions would ease the safety of the inspection The approved EASC plan as well as any approved deviation shall be kept on the site.The Permntem shall report the following occurrences: rill" •
personnel tobeln jeopardy,Use Inspection may bedelayed until the non business day an approved EASC plan must he kept uotod,sethroughout the coverage under this permit (a) Visible sediment deposition In a stream m wetland.
0 IyW�LTI}J V•TOIa�eVaV'
which it is safe to perform the Inspection.In addition,when a alarm even[of equal tom The following items pertaining lathe EASC plan shag.WM on site and a.liai u fa it rtMd 1 1 1 NMIB UM
greater than 10 inch occurs outside of normal business hours,the.111inspction shall be at all times dud �MIv 1 V
inspection during normal business hoes. b ON spills if: k1 LT�IP 1 1 1 �1!
performed upon the commerllment of the red business day.Mv,ime when inspections (Id pi NJ RI= rtM1d J (TIP')
were delayed shag be anted in the lnasenion Record. Lela Dorasrrt DocaeaoNa Rgedmee. . They are 15 gallons or more, ((� 1 1 1'
wwwww (al Each LAX mess use l�been installed Initial and Wm each Ill.measure on a copy • They are less than 25 gallons but cannot be cleaned up within Z<hours, it gl„II b
Prom tam,mmt• aersw,.owes remt taw and dawn.dent[�omly devim hem the ol,M apvswed[Mc plan ar complete,date ' /eV/A.4 1 r
P...1 Waitress,dimemmm and maims t and son an Inspection report cow rids earn • They cause sheen on surface waters(neg•rdtess of volume'.or f 1 w w w 0.1 6f'TION 9-B
Ill mu RNita aft ` Ow0•afN.•.maru. shown on try approved LAY plane EAY meav re shown m the approved EASC • They are%Whin lid feet of whale waters lregardtess of volume). and �oZ•ZEZE/ ���111
el......
ob.r•Akan pe mole AAA.Axe..33
0.33.this dumeaciun i,rui2 mow.AAA..A II nopredwwles • rWne.11w:on of Me EASC renames or it
measures,.mod11,alter Abel
(e/ Releases of hazardous substances in calm al reportable quantities under Seca.311 RAMP"
daIoon, of the Clean Water Act(Ref:40 CFR 110.3 a.40 CFR 117.3)or Section101 of CERCCA 1���� T YNIID MUM SF[:TNIN A-A OR RM ) MLN.LECAVAl MOYEM
caw•.wan s.mm..ewn Twos. (bl Aplur,lrwkg has been cvmplded. Intlial and cma tlweacapyo(tl.apnw IPef:MCFR 3D1AImG.5.143-215.85. 1EV IqK RTQ L�41 1 lCD
ova aorta,pexerer ay .a. rmpbre,data and wit an inspection I�frIDNI1' 1� 11 -eoraa/wa nyxWNOMAD MAR
a tax t AC1yFA Lpgld O[IOB/O M MD ,p�,g onyx�,��,fig) 1 AZ ACB0:0101CIEAWL
•A
o•ewirtise0ai"rNe'+emeon+m rat o'r10 mmpktbnal Me s BOR.T10 WlL S ILIIyDIIm
meta aerw.m we swam _ WI Anticipated unanticipated byuatu. 1 IC SM( C WHIRB11BTOICIO NNL NCR11C UAW it I' XD m. a. lr.tn.mn:w.iwwerr.r.ime (II Carundremkb�ted and iimwWl Ire wpyoiltwapnwe[aX CoonrMm 1001 V L00 NOIYI OD I I SWAT in O TIC a'RUCRRO
p WWI end are" (e) Noncompliance with the conditions of this permit that may endanger health or the RA00 lei v V mamas aGIY T MA CAIT�rc Cm*(allM Ig
AW
n.v hrm✓mrb,im..�rer.T.s tirri.m=.rv... ]m0[11E WART[BTI00TUICt®TOt
Isw iw.�w ¢ <vn,ewec.,.rawi.oiwisn,:.o»•hew Man.Nwa<wtnihoaprwd[aY repot olndkuawmplbndio wknappmPwndn envDonmenl. �� IIO�011®t10
u nwr,ea ground cows sperra0ioiss. WARY WARM MI OYMi IroikB CMG
oi....T000 (dIT end repair Complete,date.M sten Anrmpenbn seven. .Reportkg Ti^Mrames and Other RegWreme 1 . T a
y, e w w maintenance
inxborn After a permitter becomes aware of an«currerrce that man he reported,he shall camel 1®0 l0 R GI/R'L MARKED MI
`da,`baM[rrtaa •wae •
new<b.an p.rfamaa.Y MIKE lDleD MCC
N"" 'a `"`r�:ra `..,ia»r.m. (.1 cornrow animmhaw Peen taken Initial.m dale a copy arOft approved rase the appropriate aai.m M Or n regional yd: the nelr•mee and in accordance with the FinnW r,RAn& kxsur sTRurauRF ABOVE GRADEwlT STRI1CT11RF
INp.wwa' i,H.ei.Nna..em.mrme to rase ream.. te;dwand,Nn an M,pwtbn mimeoer requirements listed below.Occurrences oprgenryenter persone normal business nel
may also be
Ate •art.am elpenlo l.K....wcorowetlon of I. reported to the Department's Envlmnmental Emergenry Center personnel at(BM)
e.•w.o.bNau<•rdP.rsn:nn nrebn eornaIw 9.'9'wrest Wm. g5gO3Gg.
w .,0 1 Addnbnal Documentation to be Kept on Site Rrpenle.A...Amrittls Oameryl MOTS..eww.n.no
IC tags m.wl•neumale an saws anwkre0aruwvm In addition to the EASC plan documents above,the 101001ng items shall be kept on the (al Yiiame sediment
iewmm.m • and available for inspectors at ail times during normal business hours,unless the stream.in • `w`"20�a1.
eeb+w Division provides a site-spell(exempt ion based on unique site conditions that make Mean vedndrep ecovw,the aenosn:on
this requirement not practical: ,s.lrmay ern,Ns awsirten secannona
�.+` o..rbwm,..bwe and qua arwrawe M.+N ae ern.
.u4• nH n.mde0 m4We4rom�ui.w¢. melon (a) This General Permit as well as the Certificate of Coverage,after it is received. he stream'0onned on end NC 101a1-ht as i.N1.N for ream-
1 eymaanepw..nin.swm0C0..tau. uap.a+. perform additional
lb wwwwd ee remee week. ,P.aww PM SP nwerir.Fr tler�.iw tare (I) cords of Inspections made during the previous twelve months.The permittee shall reams, more rtuureeidntpmticwilslNl
wr.w,•. umpi. record the required observations on the Inspection Record F0cm provided by the esmin Ma aad'nbal rwviremems are needed o uare cmyuann
wr..m .pmm.nwn Dlvisbn or a shnilar inspection form that Includes all the required elements.Use of wrinlNe or state sop a.wwic�n fonditam
electronically-available records In Neu of the required paper Cdplc will be allowed R MI aO posh and a v e.Name and
shown to monde equal access and wary as the hard<apy records. nae,rdoulr location,tie spry..sole.,.
40.�e•�+,a.�rwx taw re•,N•a.r 3.Docgnwmaebn P.S.Reulrnd for Three Yon 0,0rlaer dam
swan as
libl-
bow
AR data used to complete the e.NOI and all inspection records shall be maintained for a penal (claniripdd repdwb.wanbwafwatls.em1f2.Yl...5 5Pd*WN.
NOTE:The rain Mspectbn resets the requited 7 calendar day impecTio^eequbemem. of three years alter project co0Pktbn and made available upon request(40CFR 111.411 bypa..OI4OCTR The report.SI Include an evalanan asMank..lad wereend
111.41(m1011 .Red,the bypass.
PART II,SECTION G,ITEM II) (dIUanfugwed •SP*41a4 A..a.anwalvreleunde 0Tdutbn.
(MAW DOWN OF SEDIMENT BASINS f00 MNMFN,RNCE OR ClOSF OUT Weemslav Cm •WTM[npmledcewRa report OwlIo001 an evaw.abo,kw
tR.Clm%111 spaxely..d.Rer.of I.dyua,
Al haw rnolla ca N hours,0 mat orelczru2cmite0ean.
Sediment basins and traps that receive runofffrom drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down WWI.mnd'dlom •wiMin2cw..wp thAA•teem,...A A.•Mari...,ties
oreintenftwe
in o
close unless this Hlnfeasibk.The circumstances In which is is not feasible to withdraw water Nom the surface shall be rare(for example,times with ectended ftia cold weather). o permnllwT e,and its waxwaxthe pored of reeom .R prae,
n-
Nosurfacewlthdrawals from sediment basins shall be allowed only when all of the fallowing criteria have been met: may endanger
bath or the been moaned,Ow antkom.time no.Obi.ere A....iaa
(aI The EASC plan aulhad,yhas been provided with documentation of the non-surf we withdrawal and the specific time peri0M or conditions in which It will mad.The nonsurfare withdrawal QgZr.,,loll nm`id,Wyr�`ad.ib `alpl(A).o
shall not until the EASC plan authority has approved these rem .Ora nslafformay the requremem b,a wntcen scorn ona
(hi The non-surfacewithdrawal has been reported as an anticipated bypass ins accordance with Part III,Section C.rem lll(tl and ldiof i„is permit. mebyau Wm.are
(CI Dewatering discharges are treated with controls to minimize discharges ul pollutants from starmwater that is removed from the sedimen basin.rumples of appropriate controls include
properly shed,designed and maintained dewatering tanks,weir tanks,and filtration systems,
(d) Vegetated,upland areas of the sites or a property designed stone pad is used to the event feasible at the outlet of the dewa[ering treatment der0es dendbed b item(c)above,
(e) Velodty dissipation devices rah as check dams.sediment traps,and Haan are provided at the discharge points of all dewatering devices,a.
(I) Sediment removed from the dewaterirg treatment devices descesbee in Pens(c)above is disposed of.a manner that does not cause deposition u1 sediment intu oaten of the United States.
NCGO1 SELF-INSPECTION,RECORDKEEPING AND REPORTING EFFECTIVE:04/01/19
RGR�O�UND STABILIZATION AND MATERIALS HANOUNG PRACTICES FOR COMPLIANCE WWI EQUIPMENT AND 01000E MNNTFNANCE
TT[E NCGDI CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of nubs.
Implementing the details and specifications onlhis plan sheet will result in the construction 1. Provide drip pans under any stored equipment.
activity being considered compliant with the Ground Stabilisation and MaleriaI Handling 3. Mondry leaks and repair as soon as feasible,or remove leaking equipment from the
sect s of the NCGO1 Construction General Perm.(Sections E and F,respectively).The
MOH,.eeshall comply with the Erosion and Sediment Control plan approved by the
EeleBated aur100 having Jurisdiction.All details and specifications s000 Ws s them 4. Collect all spent fluids,more in eparateco diners and properly dispose as
may not apply depending on riteconditions and the delegated authority hwig lud54011m. hazardous waste(recycle wnenspossibk).n
S. Remove leaking vehicles vet construction equipment from service until the problem
SECTION F:GROUND STABIt12ATTO0 has been corrected.
Required Ground SUb01211 Timelnmes B. Bring used fuels,lubrkants,coolants,hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
Stabilise wnhln tins
Site Area Description ..^,.alend.r TImeh.nev.Mnons
days after ceasing UTTER,BITNOING MATERIAL AND SAND CLEARING WASTE
land disturbance 1. Never bury or burnwaste.Place Ma and darts in approved waste containers.
(a)Perimeter dikes, 1 Provide a sufficient number and size of waste containers(e.g dumpste,trash CONCRETE WASHOUTS
wales,ditches,and T Nonereceptacle)on site to contain construction and domestic wastes. 1. Da not discharge concrete or cement slurry from Ilse rile.
Perimeter slopes 3. locate wasp containers al lent 50 loot away Iron storm dnln i.e.and surface 1. Dispose Vl,or,erycle settled,hardened concrete residue in accordance with local
(bl High Quality Water ] Nonewaters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility.
(HOW)Zones 4. Locate waste container'or areas that do not receive substantial amounts of runoff 3, Manage washout from Nara,miners in accordance with the above item and In
Ill 51 than If slopes are 30'orles¢M kngM and are
Tram upland areas and does not drain directly to a storm drain,stream or wetland. addition glaze Me miver and associated materials on impervious barrier and with.
l.00es1 steeper Z not steeper than 1:1,14 dam are 5. [due(waste container at the end of each workday and before storm events ou i«perimeter sin fence.
Provide Repair orrepktedamagedwastecontainer a Install washouts local requiremenr,whereapplicable.Ifan SOIL AND EROSION PLAN FOR
allowed temporary was per,c
length
Insslopes greater Man 50'in B. Empty all tlightweight containers
hems waste wntaine0erflow.Cle5M high winds. ahematemethod al product intoar used,contactyour approval,uauthority for
-edgyor wrimetslopes dcper Man4:1 ). Emptyersoerflow.ersas nestled to prevemwerRosv.Ceara up knmedktelyit typew and approval.arycnrete local washout emails are tdednot Sdet available,use one of the top
->tlays for perimeter dikes,,wales, overflow. types of temporary concrete washouts pravbed on this detail. /ram
loll Slopes3:1to4:1 14 ditches,perimeter slows and HOW Dispose ewaste off-site atan•pwoved disposal Utility. 5. Do not use concrete washouts tor dewakcdngor storing defective curb orsidewalk LOT 12
zones 9. On business dam,clean up and dispose of waste In designated waste conGMers. sections.St«mwater accumulated within the washout may not be pumped into or LOT i/
-10 dam for Falk Lake watershed discharged to the norm drain system or receiving surface waters.Liquid waste mart
-T dam peri
meter imeter hikes,swabs, PAINT AND OTHER LIQUID WASTE be pumped put and removed from project.
dncbes.perimeter slopes and Haw zones 1. Do not dump palm and other liquid waste into man drains,streams or wetlands. g. Locate washouts atno east.
1eellrvmstore drain InletsaMaule.Atarface minrs imum,
Rafter SHINLEAF ESTATES
IeI Areas with slopes can be renown that nq artier alternatives are reasonably available.At a mho mom.
Rafter than el 14 -10 days for Falls Lake Watershed unless 2 Locate paint washouts at Lean SO feet away from storm drain inlets and surface install protection of storm drain inlet(s)closest to the washout which could receive
(here is zero slope waters unless no other alternatives are reasonably available. spills or overflow.
Note:After the permanent Cessation al construction activities,any areas with temporary 3. Contain liquid wastes in a controlled area. T. Locate washouts in an easily accessible area,on level ground and install a stone
ground slabilieatbn shall be convened to permanent ground stabilization as soon as 4. ttalnmem must be labeled,sized and placed appropriate/yips the needs of site ce pad in front al the washout Additional controls may required by the
practicable lam o a In no longer than 90 micas drys after the last land disturolrg S. Prevent the discharge al soaps,solvents,detergents and other liquid wastes from approving authority. 7644 FALLS CREEK LANE
activity.Temporary ground stabilisation shall be maintained.a manner t0 render the construction sites. B install at least one sign directing concrete kucb to the washout within the project
surface stable against accelerated erosion until permanent ground stabilization Is achieved. limns.Post dgnage on the washout itsex to identify this location_
PORTABLE TOILETS Remove leavings from the washout when n approximately 7510 capacity to limn D.B. 1 9470 PAGE 2481
GRIXINO lop ground
oullz SPECIFICATION Oh.!1 N. Install portable toilets on level ground,at Nast SO feel away from norm drains, B overflow events.Re Ice the tar bags a temporary structural ,
Stabilize the ground sufficiently so that rain will not disi.ge the soil.Use one of Me wehands unless there is no alternative reasonably available.%SO fox[ o tarp, other
techniques in the table below: offset is not attainable,provide rel.*al hole toilet behind silt fence or components when rabngerWmistruc When utilizing alternative or promielary
T.peq StabiNW Pemae.AStNiNNe _ on a gravel pad and surround with sand bags. , place 10.products,
of thheecconcrreete wok,remove remaining kart B.M. 2023, PAGES 1701-1706
with or with 1. Provide staking or anchoring al Parable toilets during periods of high winds or in high p ,40y disturbance
n approved disposalof washout.
fill pill applicable.and rtabili¢e any dislurwme
empwwyp romea seed tweed red foot traffic areas• roused by removal of waMout ,
•Il w1;ndtadR., rad0A.pe.man.wwa 3. Mannarwrtahle toilets I leaking and prop000100seVanyleakedmatedah. BARTON S CREEK TOWNSHIP
••"Muedem^m control ors wit •i ssNre.forQT,e malting thilize a licensed sanitary wade hauler m remove leaking portable toiler and reefs! C
(7,--...-
r.,a, 18
` •....Mak aNAMnnwtrabwinaa •PAPA.mw, won pracerfy operating unit. a
wlPa,alww.d x1aaIQDEz,vEsncroES AND aoDENnaDFs WAKE COUNTY NORTH CAROLINA
1. Sloe and apply herbicides,pesticides and rhdm0ddm In accordance with label
I •tMlmin andevaN tidswviMawvd mva EARTHEN SIOCKPIIE MANAGEMENT restrictions. /
J ��J�� Pork 1. Slow stockpile locations on plans.Locate earthen material zt«kpik areas al least Store herbicides,pesticides and mdentltNes in their original containers with the
61 rtnwalmdnd,n anso aerete,aspnakw SO fee,away from storm drain lnku,sedime^t basins.perimeter sediment controls z
\ .naked,wag, and surface waters unless It can be Mown no other alternatives are reasonably label,which lists direction,for use.ingredients and first aid steps In care, O CTO B E R 25, 2023
CAWTHORNE, MOSS Rdedwmdw meNprd are g d Protetst accidental poisoning.
1. avMmslackpik with sin fence Installed along toe o(sloce wIMa minimum olfsel of 3. not nag herbicides,pesticides and rodenci<Mes in areas when flooding is
& POLYACRII M ISE5(PAWS)AND fLOCOMAN'S five feet from the toe of stackpik. possible or where they may spill or leak into wells,s[omwacer drains.groundwater
\ PAN C I E RA, P.C. 1. Select ll«means that are appropriate for the soils being exposed during m 3. Provide sable stone access palm when feasible. 4 palace realer.If a spill occurs,dean area lmmedalNy.
S abn,selectinglrpm the NCDYRSiztoJApprov dPAINS/FI«Cu ants. 4. Stabilize st«kpkwhhin the timefnm provided^n this Meetand In accordance Do not stockpile these material[andte. 1 00 50 0 1 00 200
Z. Apply nawlanr at or before the inlets.Erosion and Sediment Control Measures. Wth the approved plan and any additional requirements.Soil saNlltatlon is defined
Professional Land Surveyors 3. Apply R«Culan,sat the concentrations specified In the NC OMLis,of Approved as vegetative,phmkal orchemk4l coverage techniques that will restrain accelerated HAZARDOUS Create
WAS[ -
PANS/fbaubnts and in accordance with the manufacturer's instructions. on on disturbed soils for temporary or permanent control reeds. 1. 10. .designOOK WASTE
worse collection areas on-site.
C-1525 4. Provide padding area for containment of treated Stormwater before discharging Z. N haz
ardous on ,n e a,aers undercw me
an cover or in secondary olhhe. 3. Do t ore hazardous chemicals,drums of bagged materials Wady on the gr^uiM.
-t- 5. Stare nactd..Mleak.proof containers that are kept under z,orm.rezizlant cover
333 S. White Street or surrounded by secondary containment structures. SCALE 1 =1 00
Post Office Box 1253 NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE:04/01/19
Wake Forest, N.C. 27588 SHEET 3 OF 4
[phone]

PERMANENT SEEDBED PREPARATION TEMPORARY SEEDING SCHEDULE NEW STABILIZATION TIME FRAMES
1,INSTALL NECESSARY MECHANICAL EROSION AND SEDIIDRATION CONTROL PRACTICES BEFORE SEEDING,AND (To TEPORARLY STABIL2E DENUDED AREAS THAT M.1 NOT BE BROUGHT TO FINAL GRADE FOR A PENCE of 15 WORIONC OATS)
COMPLETE GRADING ACCORDING ID TIE APPROVED PLAN
SEEDING DATE`DECEMIBER 1 THIU APRL 15 SITE AREA DESCRIPTION STABILAZATION TIME FRAME EXCEPTIONS
2 SC4L TESTS.SOIL TESTING IS PERFORIED FREE OF CHARGE
BY THETHE NC DEP AND T.OF AGRICULTURE SO 1 t LABZER NEEDS SiOULD BE DETERMINED ORATORY.DIRECTIONS,SAMPLE CARTONS,AIM INFORMATION PERIMETER DIKES SWALES DITCHES&SLOPES 7 DAYS NONE
ARE AVAGABLE THROUDH COUNTY ADPog1LTLNAL 100D4SON OFFICES CR FROM NCDA IL BECAUSE DE NUM SO DEEDING MIXTURE SPUMES RATE RATE(LBS/AC)
TE51N0 LAB REQUIEM 1-5 WEEKS FOR SAMPLE TUN-AROUND,SALFLNO MUST BE PUNNED WELL N ADVANCE OF RYE(GRAN) 120 HIGH QUALITY WATER(HOW) 7 DAYS NONE
FINAL GRADING.TESINo IS ALSO DOE BY COMMERCIAL LABORAIORI¢ ANNUAL LESPEDE/A(KOBE) Bo IF SLOPES ARE 10'OR LESS IN LENGTH AND
3.MEN SOIL TESTS ARE NOT AWAKE,FOLLOW RATES SUGGESTED IN THE PEItl1ANENNT SEEDING SCHEDULE ON TMOMIT ANNUAL 2A WHEN DURATION N OF 1FlPORMY COVER IS NOT TD E TEND BEYOND JIVE
SHEET.APPLJCATI N RATES USUALLY FALL INTO THE FOLLONI G RANGES
SOL ARE NOT STEEPER THAN 2:1,14 DAYS ARE
GROUND AGroCULTURAL LIMESTONE: FOLLOW SOL TESTS OR APPLY:
Lary TEXTURED,SAM3Y SOILS: 1-1S TONS/ACRE 2000 LBs/AO LBESTorE SLOPES STEEPER THAN 3:1 7 DAYS ALLOWED.
HEAVY TEXTURED,CLAYEY SCR S:2-3 TONS/ACRE 750 LB/AC 10-10-10 FERTUZER
7 DAYS FOR SLOPES GREATER THAN 50'IN
FFRTLI7ER: MULCH 4,000 LBS/AC-ANCHOR STRAW BY TACKING WITH ASPHALT,IERING,OR A MULCH ANCHORING TOOL A Dig(NTH
GRASSES wo-120E LB/ACE OF 10-10-10(OR DQxVALF.NT) BLADES SET NEARLY STRAIGHT CAN BE USED AS A MAGI ANCHORING TOOL SLOPES 3:1 OF FLATTER 14 DAYS LENGTH.
GRASS-LEw.E Mx1iRES BOO-120E LB/ACRE of 5-10-10(OR EOUVAL IT)
4.APPLY LIE AND FERTILIZER EVENLY AND INCORPORATE MID THE TOP 4-0 INCHES OF SOL BY DIMING OR OTHER �F: RFFERTIL GROWTH IS NOT FULLY ADEQUATE RESEED,REFEATERE AND MULCH IMMEDIATELY ALL OTHER AREAS WITH SLOPES WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE,EXCEPT FOR PERIMTER HQW ZONES
SUITABLE MEANS.OPERATE MACHINERY ON TIE CONTOUR FOLLOINO EROSION OR OTHER DAMAGE
5.ROU SURFACES ACCORDANCE WITH E NOTES ON SURFACE ROUGHENINGL ON THIS SHEET. SEEDING DATES APRL 13-AUGUST 15
0EN INTI
B COMPLETE SEEDBED PREPARATION BY BREAKING LP LARGE CUES AND RAlaNO INTO A 91001}U 1NFOPo1 SURFACE SEEDING MIXTURE SPECIES RATE(Les/AC) NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF—INSPECTION PROGRAM:
(SLOPES LESS THAN 3,1.)FILL N OR LEVEL DEPRESSIONS THAT CAN COLLECT WATER BROADCAST SEED INTO A C RLLAN MILLET 40
FREELY LCCGDED SEEDBED THAT HAS NOT BEEN SEALED BY RAINFALL THE SEDIMENT POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND
so'AMENDMENTS DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED
FOLLOW SOL TESTS OR APPLY. EROSION AND SEDIMENT CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE
7 //AC LIMMIDNE AND
700 LB/AC 10-10-10 FTR7IfgR INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. THE SELF INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF
Bo
MONITORING PROGRAM OF THE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF INSPECTION
MULCH:4,000 LBS/AC-ANCHOR STRAW BY TAQINO NTH ASPHALT,NET1IE,OF A MULCH ANIDIORNO TOOL A DISK NTH REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING
BLADES MET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING Tool TO THE APPROVED PLAN. THE SELF INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREAD SHEET FROM
MAINTENANCE:REFERTDJIE F GROWM IS NOT FULLY ADEQUATE RESEED,REFERTll2E AND MULCH IMMEDIATELY HTTPS:RDEQ.NC.GOWA3OUT/DIVISIONSiENERGY-MINERAL-LAND-RESOURCES/ENERGY-MINERAL•LAND-PERMITS/STORMWATER-PERMITSJCONSTRUCTIONSW
FOLLOWING EROSION OR DYER DAMAGE IF YOU HAVE ANY QUESTIONS OR
SEEDING DAM: AUGUST 15 1MdU DECTIBEN 15 CANNOT ACCESS THE FORM PLEASE CONTACT THIS OFFICE AT [phone].
SEEDING MIXTURE: SPECIES RATE(LBS/AC)
RYE(GRAN) 120
SOL AMENDMENTS
FOLLOW SOIL OR APP
TEMPORARY SEEDBED PREPARATION 2,000 Lt L�iEsIOONE AND
1,000 LB/AC 10-10-10 FERTLIDR
t.A WOO SEEDBED 6 WELL PULVERIZED,LOOSE,AND UNIFORM. MULCH 4,000 Les/AC-ANCHOR STRAW BY TACIONG NTH ASPHALT.NETTING,OF A MULCH ANQHODNG TOOL A DISK WITH
2.11040-APPLY LAE ACCORDING TO SOL TEST RECOMMENDATIONS.F THE PH(ACIDITY)OF THE SOL IS NOT KNOW,AN BLADES MET NEARLY sTRAKaHT CAN BE USED AS A MULCH ANCHORING TOOL.
APPLICATION OF GROUND AGRICULTURAL LIMESTONE AT TIME RATE OF 1-1.5 TONS/ACREON F111E TEXTURED SOILS ANDMARCH.F IT IS MHNIENANCE: REPAIR AND REFTRTXJZE DAMAGED AREAS IIEEDIATELY.TOPDRESS WITH 50 LBS/AC OF NITROGEN IN
NECESSARY TO E%TEND 1E31PORMY COVER BEYOND APE 15,OYFRSfID NTH 50 LB.S/AC KOBE IN LATE2-3 TONS/ACREON COARSE 110OURED SOUS IS USUALLY SUFFICIENT.APPLY LIMESTONE UNIFORMLY AND FEBRIUARY OR EARLMARCH
NCQPORATE INTO THE TOP 4-6 INCHES OF THE SOL SONS WTI A PH OF B OR LAGER NEED NCR BE LIMED.
3.FERIEIZER-BASE APPLICATKN RAZES ON SOIL TESTS.WHEN THESE ARE NOT IMcaar APPLY A 10-10-10 GRADE
FERTILIZER AT 700-100E LB/ACRE BOTH FERTMRER AM LIE SHOULD BE INCORPORATED INTO THE TOP 4-6 INCHES OF
F A HYDRAIJLJC SEEDER IS USED,DO NOT Mx SEED Me FERTK.ZER MORE THAN 30 MINUTES BEFORE
APPUCAT10N.
4.SUFACE ROUGHENING-F RECENT TRIAGE OPERATIONS HAVE RESULTED N A LOOSE SURFACE,ADDITIONAL
ROUGHENING MAY NOT BE REQINFD,EXCEPT TO BREAK LIP LARGE CLODS F RAINFALL CAUSES THE SURFACE TO
BECOME SEALED OR CRUSTED,LOOSEN IT JUST PRIOR TO sEEDNO BY DEEM RAKING,HARROWING,CR OTHER
SUITABLE METHODS.GROOVE OR FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOUR BEFORE SEEDING.SEE
OTTER REQUIREMENTS FOR SURFACE ROUGHENING ON THIS SHEET.
Seeeding Schedule
For Sholders,Side Ditches,Slopes(Max 3:1)
Date Type Planting Rate
Aug 15-Nov 1 Tall Fescue 3001bs/acre
Nov 1-Mar 1 Tall Fescue&Abruzzi Rye 3001bs/acre
Mar 1-Apr 15 Tall Fescue 300Ibs/acre
Apr 15-Jun 30 Hulled Common Bermudagrass 25 lbs/acre
Tall Fescue AND Browntop us lbs/acre(Tall Fescue);35
Jul 1-Aug 15 Millet or Sorghum-Sudan lbs/acre(Browntop Millet);30 SOIL AND EROSION PLAN FOR
lbs/acre(Sorghum-Sudan /�
Hybrids"' Hybrids) TJ/T 1n
For Sholders,Side Ditches,Slope(3:1 to 2:1) SHINLELAVF ESTATES
Date Type Planting Rate
Sericea Lespedeza(scarified) 7644 FALLS CREEK LANE
Mar 1-Jun 1 and use the following 501bs/acre(Sericea Lespedeza);
combinations: D.B. 19470, PAGE 2481
Mar 1-Apr 15 Add Tall Fescue 120 lbs/acre
Mar 1-Jun 30 Or add Weeping Love grass 101bs/acre B.M. 2023, PAGES 1701-1706
Mar 1-Jun 30 Or add Hulled Common 25 lbs/acre
� Bermudagrass BARTON'S CREEK TOWNSHIP
Tall Fescue AND Browntop 720Ibs/acre(Tall Fescue);35
ell' �` , �' Jun1-Septl MulletorSorghum-Sudan Ibs/acre(e(Sorghu -Sudan WAKE COUNTY, NORTH CAROLINA
J Ibz/acre(Sorghum-SudanJ �\ 6 _� _1-1 Hybrids.** Hybrids)
1 v Sericea Lespedeza Hybrid (unhulled- 70Ibs/acre(Sericea Lespedeza); OCTOBER 25, 2023
\�\/ CAWTHORNE, MOSS Sept1-Marl unscarified)AND Tall Fescue 120lbs/ane(Tall Fescue)
& PANCIERA, P.C. Nov l-Mar) AND Abruzzi Rye 251b5/acre 50 25 0 50 100
Professional Land Surveyors Consults&EC Environmental Engineers for additional information concerning L
other alternatives for vegetation of denuded areas.The above vegetation rates 111111.1
C-1525 are those that do well under local conditions;other seeding rate combinations
333 S. White Street are possible. SCALE 1 "=50°
Post Office Box 1253 "`TEMPORARY:Reseed according to optimum season for desired permanent
Wake Forest, N.C. 27588 vegetation.Do not allow temporary cover to grow more than12"inheight SHEET 4 OF 4
(919)5 56—3148 before mowing;otherwise,fescue may be shaded out.