NCC242769_Site Plan or Location Map_20240909

EROSION AND SEDIMENT CONTROL � � \ I
APPROVED PLAN / \ \ \ , J I1:Sr
DATE \ \ V \ \ 2 A , _ HORSE FLY TRAIL
PERMIT NO. S- /�, \\ 1 \\ \\ �\ \ SHEILA WASHBURN j , : I 50' WEE & VEGETATION SITE Wake CountyEnvironmental Services �.----- ` \ \ \ \ B.M. Z023, PAGE 1798 t� , PROTECTION BUFFER
Sedimentation&Erosion Control 7 `\ \ \\ \ \ \ 'PIN#\0893937294 , I PER B.M. 2023, PG. 1798 '
919-856-7400 / \ \\ \\ \ \ \\ \\ ''\ /� ! , I (IS
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1���� � vy_v vv .1 �� 7`�.?-s.'_�. '-J /! / / 1 I I '�� I 1
�/ - I �\ \ \ �� '��v\\ �`\ �� /� t I �Q ' I� I TENNERS WA
v - 1� / VICINITY MAP
25' TREE do VEGETATION /I \ \ ��\ \ \�, �,.. \\\ -_i � �fhII1/ J PROTECTIONBUFER � / l
\ I / / 7
( I �� \ \ \ + I / ' ' f` J BUILDER:
i `�� \> \ \ (i \� 'PROPG ED-015TURBED { J /
f H/W CUSTOM HOMES
\ AREA 43,251 S.F. ' �- „."1, l / fr [phone]
SILT FENCE \3 -(0-993_AC.'J"f r /' / ,f' l
OUTLET WITH �" ,, s ' 1 r
\\ HORSESHOE\ \\ `'�.'- ,- �/� /' , /1 �/ /!
j\\\
.7"-------" c..4...//:.0-4e--/
\ I\ . t" / •••• ` V AR�`4�� �J 7
B.M. 1987, PG. 884 \ \ / TGTAL AREA:3�058 AC. _ --__ ' // �! ,•••• ss , �� •.,, / I 2
\ i.
/ r\ LESS R/W:0.538 AC. _ _ -'� ,r �' / 7 :_� oFEda- 'ti �y
0 \ �`I `\ I. NET AREA:2.522 AC. I - 1/ ,° Q. I< I.
\ Z S _-'1 y � a� = SEAL
°y \\ - Q �� / r L-5499
\I — � ;
\ \ \ 4.-,...„......4..../-
I >' 1 /�\\ \ \, OUTLET LT E N� / 'o //Mcz, -', S SURJC 4se
\ E.
�` \ \ SILT FENCE �' \ / / \ W Q tM ',,�h� ���%%%
\ \ \ \ N. OUTLET ., SILT FENCEig
\ \ §_.
\ `\ OUTLET 1O11TH \ \ 6 I `�Sp. et W w \ --°° \ \ HORSESHOE\ \\ \ 0 O a\\ \ \ \ `PROTECTION N \ / ,,Tm\\ N.
\ \ TN.
\ �` N,tiPROPOSED 25;x,5o' \\ , Cn�� SOIL AND EROSION PLAN FOR
\ � `` \, coNSTRucTIo� __ T /�\\ �� a� ',ENTRANCE \,,6 I \ I V LOi 2V
�� '�\� '�.� �\� `�`� �, `\, ;�r SHEILA J. WASHBURN
\ 3�; \... ` y �.— LT ANC f\ ' SUBDIVISION
\ `\ ft
,.\ `�., `� y. ` , �\ \\ ` o 6225 HORSE FLY TRAIL
..,,
,,
....
....
,3,64.
..„.
\ .,.. D.B. 19644, PAGE 2714
` ` `\ B.M. 2023, PAGE 1798
\ \ NEW LIGHT TOWNSHIP
0 / CHARLES'TILLEY \ \ \ \ , 'v ' WAKE COUNTY, NORTH CAROLINA
C� 1 B.M. 999,392 PGfi5 951 °\ N.
i JULY 17, 2024
Fe
CAWTHORNE, MOSS / LINE TYPE LEGEND \\ x ' 60 30 0 60 120 re
& PANCIERA, P.C. i • rye'` sdo� I '
PROPERTY LINE - LINE SURVEYED , E
Professional Land Surveyors 1 — RIGHT-OF-WAY I ,` I SCALE 1"=60' IV
— — — — ADJOINING LINE - LINE NOT SURVEYED SITE DATA TABLE
- • . OVERHEAD LINE ZONING DISTRICT R-BOW I , L
333 S. White Street — — — BUILDING SETBACK RIVER BASIN NEUSE I SHEET 1 OF 4
Di
Post Office Box 1253 EASEMENT COUNTY WATERSHED FALLS LAKE
ID 1D DISTURBED AREA WATERBODY INDEX 27-12-(0.7)
Wake Forest, N.C. 27588 —x x— SILT FENCE LOT NUMBER LATITUDE LONGITUDE I I •,
[phone] 2C 36.038 -78.662 1 1 I

I'ICIIUN i NOTES /
L LINO I _ _ _ __ _ 50'MIN. INSTALL SILT FENCE OR TREE PROTECTION FENCE TO ENSURE \ A' CLASS 1 RIP RAP(SCE SECTION THRU BASIN BELOW)
1 Om $UFFICIENL TO KEEP CONSTRUCTION ENTRANCE IS USED BY VEHICLES. //
, .
\ } 1 2 IF MUD SNOT AE000EO FROM TIRES AFTER VEHICLE \\\ N \ \ o / / /
L NII TrENCI' I (� "_'— —' � \1 SEDIMENT ON SI iE TRAVELS OVER STONE THE TIRES OF THE VEHICLE MUST BE \ ° \ V r /
I1 _ _ _ WASHED SUTURE ENTERING PUBLIC ROADS / //�/
i I ! I 1 IQ i
2---3-STONE TO BE USED 25'WHICHEVER
H WIDTH OF \ \\\`�) I I Y.�% t _" / //
1 . : I 1 ROADWAY BAEXISTING LLAST)I•ONE OR RAILROAD PROPOSED STREET, neANTFNANCE NOTES: \_- / \\\ Itl" �,1��- —RIP RAP HEADWALL
° I I° • GREATER. 1 THE GRAVEL CD\5 RUC LION ENTRANCE MUST BE MAINTAINED \ I'llt t' d5/WASHED STONE.I'-0"THICK x 3'-0•HIGH MINIMUM
TKAY si �' — — — -- IN A CONDITION 0 PREVENT TRACKING OR DIRECT FLOW OF —
MAINTENANCE NOTES:
�j _ _ __ __ - MUD ONTO ADJACENT ROADWAYS. '''.II-
M.O. //,///////////I//lull. / I
. N•,4■I 2. REPLACEMENT OF STONE MAY BE NECESSARY TO ENSURE THE _ / 'N'oKFA,,iTR.n¢° �! -INSPECT INLET PROTECTION AT LEAST MEEKLY AND
,� N �'•:.; _�.. -� - GRAVEL ENTRANCE FUNCTIONS PROPERLY. - / = -/ AFTER EACH SIGNIFICANT(1 INCH OR GREATER)
lA I1 J. REPLENISHMENT OF STONE MAY BE NECESSARY. /'� / /////I I 1\\\\� / RAINFALL
SEDMENNDn REPAIR IMMEDIATELY.
M EDIATE5E0!MENi
1+'CFnrn �_ Lin LL✓✓0.TTM'A �31til:&�L:21 //// a. FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE ' THE
TYPE onTlMfNit1A CTRx nrLn nrrc TA FEU , SHOULD BE COMPLETED STORAGE AREA TO ITS ORGNAL DIMENSIONS WHEN
:L.RLI V PLAN VIEW 5 ANY MATERLAI 'RACKED ONTO THE ROADWAY SHALL BE i / NE.SEDIMENT HAS ACCUMULATED i0 ONE-HALF
MITI, INL4frvttNF51lln' INLET CLEANED UP IMM1 LDIATELY. /4 / / ' THE DESIGN DEPTH OF RIE TRAP
1 PERSPECTIVE VIEW REFRESH STONE AS NEEDED TO RESTORE TO
IT mR�ml h See I.wwy,m« H.-.MHn wrc A+.a.IT h+•+na V�w�MVJ..r.s.,min i. 1 NO SCALE T! E TIAL INSTALLATION CONDITIONS WHEN STONE
a7t NZ/IL17617,LI,A;IT' " • BECOMES CLOGGED OR DISLODGED,
-UPON PERMANENT STABILIZATION OF DRAINAGE
tUUEnt1 I m°W AREAS,REMOVE STORED SEDIMENT&TEMPORARY
35'MIN 15'MIN. NEW CONSTRUCTION- STONE.SMOOTH AREA TO BLEND MTH ADJOINING
.— M aT . —SEDIMENT STORAGE
TO
_
•— I villa r h ° 'sn u,`_N EXISTING6RMIN.Iy + /.+ 12"MIN. 1OADWAY11 RIP RAP
(CUT.ESFILL BE DISTURBED (FLOOD STt AT z TONE T NH\EEADWALI. AREAS AND PRDNDE PERMANENT GROUNDCO`ff.R.
Al
—.— LNER; NM NA Immn W F-\
• \��''�!,`' NATURAL GROUND
ERT
\\KINKANKs �� �� (OW\` \15 3 FLOW
ElINLET ECTAAN nwra.:H.v.l Ne nueJ N:.vF°aM FUL .urc au wr..E..n.xs MIw.M Mr,mErnv+ . \ `� \.. . , \\IS
fMREWAY Nor �"M- `FABRIC UNDER STONE of
CLASS I RIP-RAP
IIRM (UMa1RUlpV NNixnn[F MnIMH:RNNfFNOrts u CROSS SECTION MAEMOM SEDIMENT DEPTH ds WASHED STONE
ely (CLEAN OUT POINT)
s ' ,�,M wN, „IM m SECTION THRU CATCH BASIN. FILTER AND CULVERT PIPE
niRla wE*.&+ae. A ND SCALE
AK A
HEIS t S
"'"""• TYPICAL INDIVIDUAL LOT SEDIMENT&EROSION CONTROL MEASURES DETAIL COUNA w COUNvyI4
I1tFErnVE:AMMl9 STANDARD CONSTRUCTION ENTRANCE STANDARD HORSESHOE INLET PROTECTION
EFFECTIVE:01131A18 EFFECTIVE:B I/31/08
B'-0•MAXIMUM
•w. /•9•`•f.eKR l i a SILT FENCE FABRIC ..
C•CC. l IM—RwI.1. MINIMUM II GAUGE —IUSTALLEU TQ SECOND M`iMUM 12 2 GAUGE•
1 �d: = LINE WIRES ' INTERMEOIATE TARES
■ RE FRAM OP
''i _ _ /-GRADE
,.¢..vco sw ljir�LI 1 -i 1 1 � r► 7T I T,Y,I. _"..I-:::ia:, ,, ,"IA ,.- _-,:T,T--
a 1 F LIY' I�•� 1'
i = � �Ip1
FROST VIEW I,-„l i_ FRONT VIEW iply
II R
s'M. \ m�- STEEL POST
+.um n \\ Mpy14 —i /WOVEN WIRE FABRIC MAINTENANCE NOTES'
/SILT FENCE FaBETG INSPECT HAG AFTER FACIA SIGNIFICANT RAINFALL OF I INCHES
w av MAIMEBANE,Not C"THE ES CE P FUL OVER za OR GREATER,OVER A 24-HOUR PERI06L.MAKE ANY REPWRS
"'q"10 SEDIMENT ACCUMULATOR TO CUNM+M BR I IMMEDIATELYLEVEE IS .
OrnNE APLLROPEALV EO - n I Y FILL SLOPE 2. INSPECT THE SILT FENCE TO BE SURE THE BOTTOM OF THE
I�NCOi SEDIMENT Maw E OEM MEN aQGMULARONS LO r, 3. GEOTEXTLE IS KEYED IN PROPER,.
mnxnu MINIMUM.E MNENT CONSR0. OTONE. - a AT A NNORUM REMOVE AND DSPOSE OF ALL SILT
�: /o-M3 REPLACE OR CU ( TaN 4 O ALLOW ACCUMULATIONS MIEN DEPTH REACHES 1/2 THE HEIGHT OF THE
^^°T^"v° REPAIR AREASA.rL r NOCE�,NDERN RAINFALL TooKNT3. G _ QEOTEKBLE.DO NOT UNDERMINE THE FENCE DOING CLEANOUT
,� WATER 1-0 ORAN THRCSISH E .[ N{ w DUE 5 DISPOSE OF SEDIMENT BY HAULNG i TO AN APPROVED WASTE
i 'H MINIMUM COVER SITE Will APPROPRIATE FEMME TER PROTECTION,
w++.x a.a wR WARM.amm/' \ OVER SKIRT J. REPL REPLACE OvE AND REPLACE SILT FENCE REMOVED FOR DETERIORATED CCESS OR CLOGGED
IliEM END LT F OFCE.
II rtm•Ma avd "' ANCHOR SKIRI AS DIRECTED EACH DAYS OPERATION.
II n x w, :II J• BY ENGINEER• B. INSTALL ADDITIONAL POSTS OR WIRE BACKING IF FENCE IS
SAGGING
SECTION VIEW AK SIDE VIEW
\YAK
COUNTY COUNT
STANDARD SILT FENCE OUTLET STANDARD TEMPORARY SILT FENCE
EFFECTIVE:01n 1n1$ 'EFFECTIVE:01131108'
TYPICAL CONSTRUCTION SEQUENCE FOR SINGLE SOIL AND LOTPLAN 2/
I. Wake County reserves
and
the right require a site specific le erosion control plain SHEILA J. WASHBUR,N
to be prepared and submitted for the 30-day review cycle. •
2. A of April I, DE applicants requirement
must tapplyis n onlddi io for NCGnk Permit SUBDIVISION
coverage front NCDEQ. This reyuirentcnt is in addition to the Wake County
land disturbance permit.
3. Obtain all necessary permits and certificates. Download standard sediment 6225 HORSE FLY TRAIL
and erosion control plan for single family lots front www.wakegov.com.
4. Install tree protection fence if required.Install gravel construction entrance. D.B. 19644 PAGE 2714
silt fence,silt fence outlets and additional measures . .as needed.Clear only as r
necessary to install devices.Provide groundcover for all disturbed areas.
5. Call Environmental Consultant for an onsite inspection by the Environmental B.M. 2023, PAGE 1798
(/:- Consultant to obtain a Certificate of Compliance.
0 N ,8 r,, 1R� A. Begin construction,building,clearing and grubbing.Maintain erosion control LITTLE RIVER TOWNSHIP
devices as needed.
7. Stabilize site as areas are brought up to finish grade with vegetation,paving,
R � ditch linings,
Ti n I Provide
Lrtundcover for denuded areas per NPDES Ground WAKE COUNTY, NORTH C A R O LI N A
StabA) CAWTHORNE, MOSS 8. When construction is complete,and all areas are permanentlys stabilizedand JULY 1 7, 2024
\.,.,:jr'
\ erosion control measures are removed,call Environmental Consultant for an
& PANCIERA, P.C. inspection. P 100 50 0 100 200
S 9. Obtain a Certificate ofCom Completion.
Professional Land Surveyors
C-1525
333 S. White Street SCALE 1"=100'
Post Office Box 1253
Wake Forest, N.C. 27588 SHEET 2 OF 4
[phone]

PART M PART P PART III
SELF-INSPECTION,RECORDNEEPNG AND REPORTING SELF-INSPECTION,RECOROKEEPNG AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING
S1111/01UllE Intl Wet
SECTION A:SELF-INSPECTION SECTION IN RECORDNEEPNG SETbN C:REPORTING #
INI-,W m es ections are required during normal business hours in accordance wish the table 1.EL.Plan Documentation 1.Occurrences M 0e at Must be pmed .41 ali-
below.When adverse weather Of site conditions wDld Ouse the mfety of the inspection The approved ELSC plan as well as any approved deviation Mall be kept on the de.The Permillees shall upon the following occurrences: R I
personnel to be In jeIardv,the inspection maybe eela0d until the neat business day on approved EL.plan must be kept up to-date throughout the covers der this It. (a) ,_`V�/O Vawa.a1/a�
which it is safe to perform the inspection.In addition,when a sit cam event of equal to« _ g coverage urn peon Visible sediment deposition in a stream or wetland. '1- w - ,' 1
greatthan 1.0 inch occurs outside of normal business hours,Me selhin shall The following items pertaining to th.ELSC plan shall be kepi on rile and available for '� ,
performed
spechpn inspection at all times during normal business hours.
1,`T 1T•�1 •��w
pedormed upon the commencement of the neat haziness day.Any time when inspections (b) Oil mills if: ILT PCIQ ' '
It
were delayed shall be noted in Me Inspection Record. • They are 25 galloon«mane, '1'„I 1, ,~;
• They are less than 25 gallons but cannot be cleaned up within 24 hours. !1� T. I 11,
• They cause sheen on surface waters(regardless of volume),Of Q �Q�„• '1 s Fa\1:4 • n
• They are within 100 feel of surface waters(regardless a.blamel. . .,m4s• Tom.
(c) Releases of hazardous substances M earns d reported.quantitks under Section 311
of the Clean Water Act(Ref:10 CFR 110.3 and 00 CFR 117.3)or Section 102 of CERCA -l1
(Ref:a0 CFR 302.4)Of G.S.113-215.g5.
(d) Anticipated bypasses andataatidpared bypasses. I I I I I 1y I I I1 1 1
(e) Nonomp:code with the conditions of this permit that may emmdane.health« `tire I �� ■t ; 3 , le
2.Reporting Timeframex and Other Requirements
Aker a penmium becomes aware of an occurrence that must be reported,he shall contact
the appropriate Oivisnn regional office within the timeframes and in accordance with the
other requirements trued belw.Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at(g00)
2..1411110O41 Documentation to be Neel on Ste
In addition to the CLSC plan documents above,the'Mowing items shall be kept on co
t « norm and available for inspectors all times during al bW neu hours,unless the
Di dsion provides a site-specific exemption based on unique site wnditom that make
this requirement cot practical:
(a) This General Permit as well as the Certificate of Coverage,after it is received.
(b) Records 01 inspections made during the previous twelve months.The permi1ee Mall
.cord the required observations on the Inspection Record Form provided by Me
DHislon or a similar inspection farm that includes all the required elements,Use of
electronically-available records In lieu of the required pap.copies will be Mowed If
shown to provide equal access and utility as thehardrpry records.
3.Documentation la be Retained for Thee Vmrs
All data used ho complete the e-NDI and all inspection records Mall be maintained fur a period
NOTE:The rain inspection resets the required 1c,endar day a,Oection requirement. of three years alter project completion and made available upon request.1a0 CFR 122.41)
PART II,SECTION 0,REM(1)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSEOUT
Sediment basins and traps that receive runoff from drainage at ear of one acre or come shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or dose out unless this is infeasible.The dm/instances in which it is not feasible to withdraw water Iron the surface shall be rare(for example,times with eatendee cold weather).
Nm-surface withdrawals from sediment basins Mall be aflawed only when all of the following oit.o have been met:
(a) The ELSC plan a,st10r11y has been prodded with documentation of the non-surface withdrawal and the specific time periods or conditions in welch it will occur.The non-wdam withdrawal
ahafl not commence until the ELSC plan aurh«ity has approved Ihes.Item!.
(b) The non-surface wdhdrawal has been reported as an anticipated bypass in accordance with Part III,Section C Item(2 gel and(d)of W.Pei..
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwaler Mat is removed from the sediment harry.Examples of app,opriate controls include
properly cited,designed and maintained deviate:Mg tanks,weir tanks,and filtration systems,
• (d) Vegetated,upland areas of the sites«a propedy designed stone pad is used to the extent fmsible at the outlet al the dewatering treatment devices described in ltenh(c)above,
(el Velocity dissipation devices sorb as sheds dams,sediment traps,and ricrac are µ0dded at the.o0,olge punts or ail dewatMng devices.and
(I) Sediment removed horn the dewateviry treatment devices de1ribed in item(c)abode is disposed of in a manner that does nor cause deposition of sedkment No waters d 11w Umed States.
NCGOI SELF-INSPECTION,RECORDKEEPING AND REPORTING EFFECTIVE:04/01/19
GROUND STABILIZATION AND MATERIALS HANDLING pRATNFS FOR COMPLIANT WON EQUIPMENT ANO VENR]E Am.-roan..
THE NLGOI CONSTRUCTION GENERAL PERMR 1. Maintain vehicles and equipment to prevent discharge of fluids.
Implementing Me details and specifications on this plan Meet will result In the construction 2. Provide drip pans under any stored equipment.
activity beingmnPdered compliant with the Ground Stabilization and Materials Handling 3, Identify leaks and repair as soon as feasible,«remove leaking equipment from the
sections of the NCGOl Construction General Pfm elt(Sections E and F,respectively).The PmFct.
em dull comply with the Erotica antl Sediment Control plan approved by the a Collect all spent fluids,store in separate containers and µopenly dispose as
delegated authority having jurisdiction.All details andwedlicatgns shorn on Mn sneer hazardouswaste(recydeohmNsdbl<I-
maynotapplydependingonsiteconditionsandthedelegatedauthority having jurisdaim. S. Remove leaking vehcles and cmurudon equipment from service unto the problem
SECTION E:GROUND STABRRATION has been mrreued.
Required Ground Stabilisation TNnAnmes 6. wog usetl hN;I,Ariunls,coolants,hydraulic IMidl and other petroleum products
a recyell'g«disposal cenoc Mat M1andks these materials.
Stabilize within this
SLeMU D..O(OT n numy cater Tfineframe yariatlam
drys after cent,{ UTTER,BANDING MATERIAL AND 1/ND CLEARING WASTE
land dinulunce 1. Never bury or burn wane.Place litter and debris in apprised waste containers.
(a)Perimeter Eden, 2. Provide a sufficient minder and size of waste containers(e.g dumpster,Vary CONCRETE WASHOUTS
wales,ditches,and Z Nonereceptacle]an and domestic wastes. 1. Do nil discharge comete or cement slurry from the Me.
perimeter Popes 3- Locate waste containers at least 50 feet awry from...drain inlets and surface Z. Dispose of,or rerydewttled,hardened concrete residue in accordance with cad
(b)High Duality Water Neon waters unless no other alternatives are reasonably available. and stale Pdld waste regulations a.at an approved facility.
(HOW)Zones F a. Lmte waste containers an areas that do not receive substantial amounts of runoff 3. Manage waMaul from mortar mixers in accordance with the above Item and in
(c) Slopes steeper than If slopes are 10 or less in login and are from upland areas arse does not drain directly to a storm drain,stream or wetland. addition Owe the miser and associated materials on impervious barrier and wiry.
3:1 2 not sleep.than 21,11 days are 5. Cover waste containers at the end of each workday aM before storm events or let perimeter sill fence.
aflwed provide secondary containment.Repair or retrace damaged waste containers. a. Install temporary cpn.ete wahwts per local requirements,whore appRode.if
-T days l«slopes greater than 50'in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product Is to be used,contact your approval aulhodty for SOIL AND EROSION PLAN FOR
length and with slopes steeper Man l:1 F. Empty waste containers as needed to µevent overflow.Clean up immediately if review and approval.If local standard details are not available,use one of the two
-lean for perimeter elsl dikes,dswaN,HOW overflow. types of temporary concrete washouts for
provided on tng or his de defective
ec T /'/7 2/�
(e)Slopes 3:Itea:1 11 daches,pedmeter9opesaroHaW N. OhpOwwaste ssdaysoff-Me deanupa00041Meofwastenry. s. Oo 100010 soemnmeteccumordwithi thewaMoutmaynotbe pumped b or
iI/a/+/�//■1� V�
-1,es 9. On dryness dads,dean up and dispose of wane M tlesigna[ee wane conceders sections.d to the t.accumulated within the waMNl may not be pumped into«
-f0 dayP for Falls lake Waler¢wd be pumped
o the storm actin from project.
older.waters.Liquid wane mute
-0da Iw dikes,swain, i1. AND t dump paint
WASTE be tamped out and removed Irem µeject. SHEILA J. WASHBURN
VE pmim.er 6. lixare washNts at Nast SO feet from storm dram inlets and surface waters unless it
-2days.pre perirn slopes and Haw 2hames I. Do not dump LIQUID Wither Liquid wane into norm drains,
(e)Areas with dopes can be shown that no other alternatives are reasonably available.At a minimum,
flatter Man 4:1 11 -10 days l«Zak take Watershed undo 2. lttate paint washouts at least 50 feel away Own storm drain ink u and Mace stall protection of storm drain inlet(s)closest to Me washout which crud receive
there lxtefePope waters unless aaMenalcants .area.reasonably available. install NoteSUBDIVISION
groundAfter tbepen shall convened construction activities,any areas as stomps dry 3. Contain liquid wastes flay controlled area. )_ a padMsot of an theyashoutblearea,onleoNgrls nd mayand nquiredoel!a tbN
practicable
btin nshallbecmrthan to permanent ground the stabilization dissapnaz 1. Containment must of
fso labeled.p sized oly and detplaced entsmd other ely liquid
the needs it site. rcng adinlmnlel thewaMN[.Additional by the
praNhadebutinnovse stabilihangsF�mdminylak.na manner
of disturbing S. Premnt Nesmg<almapl.xddmlKd..g<nt,mtl«nefRqudwaneslrmm a,st:oNtlast oni„. 6225 HORSE FLY TRAIL
y.T<mp«arygfmnaztatedelon 10 unbe til
inamam1.10M.Me construction saes B Install at leaststnage on tirectingcmerele toidetothhwashition. nlM1epgjert
wrface stable against accelerated erosion and la.nHnent ground stabigeahionn asfmkued limits.Poslsgnageon the waMNtiwhenaitlmtily this ooton.
PORTABLETOILETS 9- move Inventss from the a tlout when at apprher to ty25%Pructyto limit
GROUND STgrou2AT1pNently soTIONot) I re00002tlandsnl level there
inn mkast501eelawably from nlm conks, Ramose
hen no Replete Metmp,undbags prothertemp«aryu0nars' D.B. 19644 PAGE 2714
Stabilize thein the table
that rain will not dislodge the soil.Use one of the ntreams or wetlands provdereocatNnlofportable toilet
available.Hce fontorp components Wnenurlliting alternative«pralk[arr ,
teNnighresin the table below: offset is not attainable.provide relocation of portable tisel behind silt fmcelpoce product,lollow manufacturer's instructions.
n a gravel pad and surro.d with sand bags. I0.At the completion of the concrete work, remaining Meanies and dispose of B.M. 2023, PAGE 1798
2. Provide staking«anchwmg of portable toilets during periods of high winds or in high nd n approved disposal facility.Fill pit,If aopllrade,a stabilize any disturbance
loot traffic areas. mused by removal of washout.
N ..... 3. Manit«p«ude toilets Mr and properly Naked dle.andre
\\ l.
ANNaealit.n=edtamdarywan<nodertaremNek�ngpananlelMkr.andrrplede LITTLE RIVER TOWNSHIP
with properly operahng,Oct ME. ,0,PESTRaDES AND RODENTICOES
pp ,, EARTHENS OCKPBE MANAGEMEN Stare and apply herbicides, and rodmtiades in accortlance with label
G-114E-
.mheryi WAKE COUNTY NORTH CAROLINA
./ 1. Show stocioNe botims on plans.Lout earthen-material slodspile areas at least . Score nerdddes,pezudtle:and fadmudaePin Mein original contain.:with the E
II \ 50 feel away from norm drain inlets,SMlment basins,perimeter sediment controls label,which plus difenbnsi«use,ingredients antl first aid uepsnraze of
and wetfromtrface heteofstir can pile. ownnoo anmani.arereaw air arddmtahllos re JULY 17, 2024
CAWTHORNE, MOSS ailabl 3. Do not store herbicides,pesticides and radentiddes in areas where flooding Is
2, Pmten stadkpk with silt'mreinstagetl along ice of slope with ammhmum offset of p«sible«wdwre they may spill«leak'mto wNls,u«mwarer drains,ground cum.
POIYACRYUMIDEs(PANS)AND iIOCCAIANTS live le.from the ice of stockpile. surface water.If a spill occurs,dean area immMutely.
& PANCIERA, P.C. 1. Select floco0Wnls that are appropriate fothe soils being eMoseddmng 3. Provide stable stone access punt when feasible. 4. Donatnokpaeth materialsmMa 100 50 0 100 200
S n,selecting from the NC DWR USI of Approved PAMs/Fkaubttr. 0 Stabilize srod0ile within the timeframes prodded on this Meet and in acemdmre
2. Apply fondants al or belle Me inlets to Erosion and Sediment Control Measure, M.the approved plan and any addilionai requirements.Spit stabilization is defined
3. Apply lo u a th rculant e concentrations specified M W Me NC DR rn
tilt a,Apprnved s vegetative,physical or emlcaI coverage techniques that will restrain accelerated NAIA*00u5 ANDTONEWAST
Professional Land Surveyors PA
E -
MS/Ei«Wpn4 and in accordance with the manufacturers instructions. erosion on disturbed max for temporary.,Penna..emvd needs. I. Create designated hazardous waste cdlenb .0 n areas onte.
a. Provide ponenng area for e0nlaumment of treated 5 ormwatef before dis.arghrg
C-1525 aide. 2. Place hatmepos waste containers under COVEY arin secondary containment.
5. Store floccdonu in leakproof containers tnal are kept under storm-resistant rover 3. On not story natartlws chermiteh,drums or bagged materials directly.the ground. n
333 S. White Street «wrroundedby secondary containment structures. SCALE 1 =100
Post Office Box 1253 NCGOI 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 IECFSSARY LEOMNICJLL EROSION AND SEDIMENTATION CONTROL PRACTICES BEFORE SEEDING,AIM (TO 1E1PORARILY STABILIZE DENUDED AREAS THAT WLL NOT BE BROUGHT TO FINAL GRADE FOR A PERM OF 15 MOPoONC DAIS)
COMPLETE GRADING ACCORDING TO THE APPROVED PLAN. WING DATES DECEMBER 1 1HRU APRL 15 SITE AREA DESCRIPTION STABILAZATION TIME FRAME EXCEPTIONS
ME AND
ZER
SOIL
TS.SOIL
PERFORMED FREE OF CHARGE
2.B"Y THE NC�DEP..OF AGRICULTURE SHOULD URr SOB.15511I iABORATORORY DIRECTORS,' 167N10STAPLE`�CARTONS,AND INFORMATION SEEDING MKTURE SPECIES RATE RATE(LBS/AC) PERIMETER DIKES SWALES DITCHES&SLOPES 7 DAYS NONE
ARE AVAILABLE THROUGH COUNTY AGRICULTURAL EX1EN90N OFFICES OR FROM NCOA BECAUSE 7Hf NCDA SQL
E5 T1N LA TARN-AROUND,
G B REQUIRES 1-e WEEKS FOR SAMPLE To - OOD,SALPIJND MUST BE PLANNED KU.IN ADVANCE OF RYE(GRAIN) 120 HIGH QUALITY WATER(HQW) 7 DAYS NONE
FINAL GRADING.1ESTN0 IS ALSO DONE BY COMIERCIAL LABORATORIES ANNUAL LISPEDEIA(KOBE) 50
3.MEN SON.TESTS ARE NOT AVAILABLE.FOLLOW RATES waESED IN THE PERMANENT SEEDING SCE+EDLAE ON THIS IF SLOPES ARE 10'OR LESS IN LENGTH AND
WIT ANNUAL LESPEDE2A WHEN DURATION OF TEMPORARY COVER 5 NOT TO MEND BEYOND DUNE
SHEET.APPUCA110N RATES USUALLY FALL INTO THE FOLLOWING RANGES
ARE NOT STEEPER THAN 2:1,14 DAYS ARE
SOL AMENDMENTS
GROUND AGRICULTURAL LIMESTONE FOLLOW SOL TESTS OR APPLY.
LIGHT TEXTURED,SANDY SQLS 1-1.5 TONS/ACRE 2.000 Les/AC AID SLOPES STEEPER THAN 3:1 7 DAYS ALLOWED.
HEAVY TEXTURED,CLAYEY SOILS. 2-3 Tau/ACE 750 LB/AC 10-10-10 FERTILIZER
7 DAYS FOR SLOPES GREATER THAN 50'IN
FTRTUZER MULCH:4,00E LBS/AC-ANCHOR STRAW BY TACKING I11H ASPHALT.NETTING,CR A LKJL0I ANCHORING TOOL A DISK WITH
GRASSES: IGO-1200 LB/ACRE OF 10-10-10(OR EQUIVALENT) BLADES SET NEARLY STRAIGHT CAN BE USED AS A MACH ANCN°RIO TOOL. SLOPES 3:1 OF FLATTER 14 DAYS LENGTH.
GRASS-LEGUME NETURES BOO-1200 LB/ACE OF 5-10-10(OR EQUIVALENT)
4.APPLY LIME AND FI7R7NJ2IIR EVENLY AM)INCORPORATE INTO THE TOP 4-e INCHES OF SQL BY QswNG OR OTHER MAINTENANCE REFERT0U E F GROWTH IS NOT FULLY ADEQUATE RESEED.RFFERTIR ND MU E AN) IMMEDIATELY ALL OTHER AREAS WITH SLOPES WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE,EXCEPT FOR PERIMTER HQW ZONES
FOLLOWING EROSION OR OTHER DAMAGE.
SUITABLE MEANS.OPERATE MACHINERY ON THE CONTOUR
SEEDING DATES AARIL 15-AUGUST 15
5.ROUGHEN SURFACES IN ACCORDANCE WITH THE NOTES ON SURFACE ROUGHENING ON THIS SHEET.
e.COMPLETE SEEDBED PREPARA710H BY BREAKING ALP LARGE CLODS AID RAIOG INTO A SMOOTH,UGNFORM SURFACESEEDING MIXTURE SPECIES RATE(CBS/AC) NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF—INSPECTION PROGRAM:
(SLOPES LESS THAN 3t1.)FILL IN OR LEVEL DEPRESSORS THAT CAN COLLECT WATER BROADCAST SEED MO A GRIM MILLET 40
FTIET HLY LOOSENED SEEDBED MAT HAS NOT BEEN SEALED BY RAINFALL THE SEDIMENT POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND
SOL AMENDMENTS DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED
FDLLOW SOL TESTS OR APPLY: EROSION AND SEDIMENT CONTROL PLAN IS BEING FOLLOWED. RULES DETAIUNG THE DOCUMENTATION OF THESE
7'000 Las/AD L1MESOF(AND10-10-1010-10-10Zeo LB/Ac t l0 FERTILIZER INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. THE SELF INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF
MONITORING PROGRAM OF THE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF INSPECTION
Much:4,00E LBS/AC-ANCHOR STRAW BY TADQNG WITH ASPHALT.NETTING,aF A MACH ANCHORING IDOL A D151 WITH REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING
BLADES SET(EARLY STRAIGHT CAN BE USED AS A MULCH ANQHORNG 700E TO THE APPROVED PLAN. THE SELF INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREAD SHEET FROM
MAINTENANCE REFERTU E F GROWTH IS NOT FULLY ADEQUATE.RESEED,REFERTMFZE AM)MULCH IMMEDIATELY HTTPS://DEO.NC.GOV/ABOUT/DIVISIONSIENERGY-MINERAL-LAND-RESOURCES/ENERGY-MINERAL-LAND-PERMITS/STORMWATER-PERMITS;CONSTRUCTION-SW
FOLLOWING EROSION OR OTHER DAMAGE IF YOU HAVE ANY QUESTIONS OR
SEEDING DATES AUGUST 15 DIM DECEMBER 15 CANNOT ACCESS THE FORM PLEASE CONTACT THIS OFFICE AT [phone].
SEEDING MIXTURE SPECIES RATE(LBS/AC)
RYE(GRAIN) 120
SOL AME1DLmWGS
TEMPORARY SEEDBED PREPARATION 2FOLL000 LBS/AC L ESTOONE ANND
1,000 LB/AC 10-10-10 FERIIJ2flR
1.A GOOD SEEDBED IS WELL PULVER®,LOOSE,AND UNIFORM. MULCH 4.000 LBS/AC-ANCHOR STRAW BY TAQOIG WTM ASPHALT,NETTING,OF A MULCH ANCHORING TOOL A DISK WITH
2.LWIG WEST RECOMMENDATIONS.APPLY LLE ACCORDING TO SCE W RECOMMENDATIONS. TH ENDATIONS.F E PH(ACIDITY)OF THE SOB.IS NOT KNOW,AN BLADES SET DEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
APPUCATION OF GROUND AGRICULTURAL LIMESTONE AT THE RATE OF 1-1.5 TONS/AGE ON FINE TEXTURED SOILS ANDMARCH.F MAINTENANCE REPAIR AND IEFFR7Ll2E DAMAGED AREAS I�EDIATELY.ld'DRESS WITH 50 LBS/AC OF NTROGEN IN
2-3 TONS/ACRE ON COARSE TEXTURED SOILS IS USUALLY SUFFICIENT.APPLY LAESIONE UNIFORMLY AND FEBRUARY IOR EARLY MARCHT tS NECESSARY
EXTEND TEAPORMY COVER BEYOND 411E 15,OVFILSEF7D WITH 50 LEIS/AC KOBE IN LATE
*CORPORATE N70 THE TOP 4-0 NOES OF THE SOL.SOILS WITH A PH OF e OR HIGHER NEED NOT BE L .
3.FERTILIIDR-BASE APPLICATION RATES ON SOL TESTS.WHEN THEg ARE NOT POSSIBLE APPLY A 10-10-10 GRADE
FERTILIZER AT 700-1000 LB/ACRE BOTH FERTLIIDR MO LIE SHOULD BE INCORPORATED INTO THE TOP 4-B NOES OF
F A HYDRAULIC SEW IS USED,DO NOT MI SEED AND FERTILIZER MORE THAN 30 MINUTES BEFORE
APPLICATION.
4.SURFACE ROUG/ETMIG-F RECENT TLLAGE OPERATIONS HAVE RESULTED IN A LOOSE SURFACE,ADDITIONAL
ROUGHENING MAY NOT BE REQUITED,O CEPT TO BREAK LP LARGE ODDS F RAINFALL CAUSES THE SURFACE TO
BECOME SEALED OR CRUSTED,LOOSEN R JUST PRIOR TO SEEDING BY OOGN0,RAKING.HARROWING.OR OTHER
SUITABLE METHODS GROOVE OR FURROW SLOPES STEEPER THAN 3c1 ON THE CONTOUR BEFORE SEEDING SEE
OTHER 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 30016s/acre
Nov 1-Mar 1 Tall Fescue&Abruzzi Rye 3001bs/acre
Mar 1-Apr 15 Tall Fescue 3001bs/acre
Apr 15-Jun 30,Hulled Common Bermudagrass 25 lbs/acre
Tall Fescue AND Browntop 125 lbs/acre(Tall Fescue);35
Ju11-Aug15 Millet or Sorghum-Sudan Ibs(aae(Browntop Millet);30 SOIL AND EROSION PLAN FOR
Hybrids`"' lbs/acre(Sorghum-Sudan /� A/y
Hybrids) /L J/1- // _-
For Sholders,Side Ditches,Slope(3:1 to 2:1) SHEILA J.. WIIIVVVAVSHBURN
Date Type Planting Rate SUBDIVISION
Sericea Lespedeza(scarified)
Mar 1-lun 1 and use the following 50Ibs/acre(Sericea Lespedeza); 6225 HORSE FLY TRAIL
combinations:
Mar 1-Apr15 Add Tall Fescue 120lbs/acre D.B. 19644, PAGE 2714
Mar 1-Jun30 Or add Weeping Love grass 10 lbs/acre
Or add Hulled Common B.M. 2023, PAGE 1798
Mar 1-Jun 30 Bermudagrass 2516s/acre
x € iJ!a
o Tall Fescue AND Browntop 1s/acre acre(Tall Fescue);35 LITTLE RIVER TOWNSHIP
Jun 1-Septa Mullet or Sorghum-Sudan Ibs/acre(Browntop Mullet);30 WAKE COUNTY, NORTH CAROLINA
Ibs/acre(Sorghum-Sudan
r 6 �� Hybrids'"'
\ Hybrids)
Se t 1-Marl Sericea Lespedeza(unhulled- 70 lbs/acre(Sericea Lespedeza); JULY 17, 2024
CAWTHORNE, MOSS p unscarified)ANDTallFescue 120lbs/acre(TallFescue)
s & PANCIERA, P.C. Novi-Marl AND Abruzzi Rye 25Ibs/acre 50 25 0 50 100
Professional Land Surveyors Consult S&EC Environmental Engineers for additional information concerning
other alternatives for vegetation of denuded areas.The above vegetation rates
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 than 12"in height SHEET 4 OF 4
(919)5 5 6—3148 before mowing;otherwise,fescue may be shaded out.