NCC243581_Site Plan or Location Map_20241120

�CONSTRUCTION SCHEDULE / / I I I / // / / / / // / // /' - // ---
1.Obain all neaasazy Amnia and plan aggro 1.E 'nand Sediment Control(Effi8L7 permit and a Cenifca¢of Coverage Vr / / I ' I / // / I I 1 -J / / I /
® (COC)most be obtained before any lend disturbing activities occur.Acopy of Me EffiSC petinn,the COC endahW copy of Me lua / I I I 1 g I I I /j I /I/ // /i /•--
planmostbekeptvnsite,preferably in a permits box,and accessible during inspection. nferR9ad/ S / k I 1 I J / / / /2.Install gravel construction entrances first,then silt fences,reinforced silt fence STEEP SLOPES EXPOSED DURING CONSTRUCTION, 1 / //
NC• 27 '. Y77� I. I MUST BE SECURED WITH APPROVED MATTING. -� J /� / / l �`_� \ /
i'/ I NO SUBSTITUTES!SEE DETAIL PAGE 2 / \ \I /
utleta and wattles. ��_
3.Finish clearing and grubbing any necessary areas on Me lots as they are started. 1�, `` ``\\1I 11 N c
`
A °aRR00ryR a.Begin lot grading and excavation activities / / / I col �t71J3TRU6T+N 1 / -- \ \
-R,it Oq0 S.Begin or DISTURue BED
S house construcSLOPES(SLOPES
activities. \ / / / I ro to ro\ 1 L�" \�R61f�OR4� �� \ C \ / \--�`\�- --____ \ \ v / \
n g 6.ANY D18TlIRBED STEEP SLOPES(BLOPEB 8%OR GREATER)MUST BE MATTED.NO DISTURBED SLOPES TO
REMAIN UNCOVERED.grading \) \) S11TFE�ICSE \ C \\
yre J.Finish all rough drag and house construction.All areas m[disturbed for]days needs m: : :
\ -- / // / / // / // //// •�11� m \ U L T\\ � pED\8. Il do yundcover lk dP \ / / / // \ \ \�\\ IL F -TE a ' \ / / / / // // r\` \�O LT\�fl t Inill involsallation ors / / / / / a TM1 ` \ e
Pr a MICRO ,■ p0 re lac Ithe 1 sodded grasswg is stabmlizM and takes hold \\ / / / / //• \ ,rEl / \•O\ SILT FENCE__----- -- I - \
J
w-T RROAD yp II.Theshall conductIf'pe of the erosion and sedimentation control measures and complete the following \ / /// % / 1 79 ��- Ot1TC2T- _ _ I
P.,+1 combined self-inspection t found theDErvB.Rwebsne \ / // 5( E,+ REINFORCED- I\ \ \ \
�'4 yaJ�'K haps:Uwww.dec.negavrahauhd' sl gy ml and land maser¢/ armw"tef Pmgran.pdes consnuctmn program. \ \ \\ / // % FEN E ) LT /W (■ l �� 3•ILTFEN6E---� \ \\ \ \ L.:„.„
\ �----- \ \\
Twelve h f PI P f shall be kept on site d available f inspection at all times It is recommended a \ / / / rj •• \ �y. -OUTLET \ \
copyb kept in perm b RIG.8113A 54.1 tivoughGS 113A SJS ISANCAC 04A.0101 MronghlSA V / /// / / / 1L a �_ ?,a ----��� \ \\
SITE \ / ///// /s/8f\ il8h l ) \\\ \\�� \ --� \ \ \\ \� \
0 KRAR-117) . NCACO 0504G 1P NCG OIo000 NPDESf C sA - / , VM1T I
\TLE^ - _\-`SR D]> 12.Self' f d d I be rF d least once every se«n calendar days end ��wi M1 24 h f f M1an 1' h.A ded MII b made mmmediately to maintain measines as \ \ / / / / //de igned All ESC hIIbe ed peefed' M1 d its Pn this Plan Amin Bauge shall be ireWled � \ / / - // ( z ryT3.` r, v// 5�7 ,J" // \ \ \ N. ` ��\ \ \
P 3.Inspe the project df fl ec P ar monitoring.
When beP 1 complete,the petmmnees shell contact DEMLR to close out the EffiSC ^\ // /// / //I/ �tR:E,/t �� y/ 1 , rjs�,�� • STRUCTIO \\ �B \\s'gB\\\ \\� � \\ \
W1!NO ' PI After DEMLR informsN of the 1 out,via inspection report,the permmee shall*. • \ -- n5/ / / �G � / ^+ LIMITS \ ` \ \ \ ��
rub =Ay� / "dapucgovMCG01 m britm electronic '«o[tamltauon(o-Ndi)AS120 amual8eneal permit fee will be charged / /\ \� -_/�� �/� /�// // ��e 76:44,V4 I� �.�''`J ��\ \ \\ \ \ -- -`\ \\N \\ \
coal Mee NOT has been fillMout. \ pQQ�� ��` i --- -- / \ / /Sb[ a/ � rvcE y �153 ,_ \ \ \ \/ FMFaGROUND STABILIZATION \=_ -_ / � wA� ♦� s: �I,,�' \ N �\ \ 1 ���FEN E
VICINITY MAP ,\�J) ArskgO - �\// _ R : / ( �pNSRUCTIO�\ 51 � /
N.T.S. �4' 4° SITE AREA STABILIZATION EXCEPTIONS ---_ __\\\\- _ / /�j/\� j�L / y,: 5/B4 1/ `� cE ,� \ \ \ N , ) 1 )4 //
DESCRIPTION TIME FRAME q �550
PERIMETER DIKES, 7 DAYS NONE �\ \ �3� / / / / / 7"///ry/ ` \ / //
SWALES,DITCHES -'i /�\\\N\--- //�// // / f IxE>. _s" OUTLET ^
E�1 14 S6S i jD_ / / //
HIGH SLOPES
QUAL QUALITY 7 DAYS NONE -^ A V A - -- /j/// CON�TR n°off ��'-' ��/, �,/ ��p i/ i'iTY`r4.1.I� D� �46 / / // / // /
WATER ZONES ___/ \ \ \ \ v / / u TS �/S1 Vim?:'/ ,Cr \ $y\ 1 I / / / O
\ �- �� / / / v /_CON RUCTION \(>)J �j66 1 /I / / ...C,,/...,,,,,,fff / / /
(HOW) // 7 \ \ \`- _/ /// / / / / /sE siEE �,!A� / ,n ITS 00
N \ \ / /Y" �v
A"SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY SLOPES STEEPER 7 DAYS IF SLOPES ARE /\ \ \ 567 \ •
NCGS 113A-54.1•IS AVAILABLE FOR USE IT CAN BE COMPLETED BY HAND OR ro �/ / N. N \ ` g / / / / / / / / �+�� 5 IeE \ //// / /yf /
THAN 3:1 10'OR LESS IN / [ /ou L/_ J//- \/ \ \l
COMPLETED AS AN EXCEL SPREADSHEET. `N ro \ \ \ N.../ /S/ / / / / �-J --- / \ \ \ / 4. L // //
LENGTH AND ARE \ / / /^` \ \ \ \ �ym / / / / /il // / / ....--
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED NOT STEEPER cO q �/ \ J,`� / / / / / \ 569 i CONST-rCTO J / / ..---
EROSION AND Q'� \ \ \ ti /, q /?�/ / / /// / - �" \\ ,C� ` \ / ENT-.,CE // / /
SEDIMENTATION CONTROL PLAN ..D IS KEPT ON THE PROJECT SITE.RULE i5A THAN 2:1, 14 Q / �\ \ \ 1' ry /��/� / / ,......-.,4...--4VET-� I iv' \ CON RUC IeN pp / / / // /
NCAC 04B.0131 STATES THAT....DOCUMENTATION SHALL BE ACCOMPLISHED BY DAYS ARE 0'Z ' �- / N //O /?/ / �� •�• �-. Q - / \/
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE ALLOWED _ \ r1/ `$ // /��/_ _ _ - \ � I 'J 5 1 FENCE„,/�T // / / /
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING. SLOPES 3:1 OR 14 DAYS 7 DAYS FOR `- ///- \ 'di/ / I / / / / // \\ \ I �\ `82 57 ry/ sl/ / / / '/ /
DATING AND SIGNING AN INSPECTION TIl REPORT THAT LISTS EACH MEASURE, �_ /\ \ 2 I / / _ \ STEEP SLOPES EXPOSED DURING CONSTRUCTION / /573� 1r / / ✓;
FLATTER SLOPES GREATER �\ �i / / 1 / / y - \ MUST BE SECURED WITH APPROVED MATTING. / / / //
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION \ \ \ / / ( / / \ \ - \ NO SUBSTITUTES! DETAIL PAGE ` :�/// / / /1
CONTROL PLAN." THAN SO'IN .--__--1 l I r \ \ \ \ - \ -`..,. / /
LENGTH _ / \\ \ \ �Sa I \/ I \ I ( / {/1," 7\rc
\\ \\ `v\ /ASIGF)OeR°e/// / fALL OTHER AREAS 14 DAYS NONE(EXCEPT \ '� / \ .�; / / JII• \ � �� \ 585\ \ \ \ € E / n� �OT T// / /\ /:
WITH SLOPES FOR PERIMETERS \ \ \ \ 1 / 1 ' 1 I I I/ I \ \) \581 \ 580 \ \ 7SI, �:n2 / / /FLATTER THAN 4:1 ) \ V A \ I I I %r, V1 v v A 578 '/ e"oNBry(U fiG�/ / / /�AND HOW ZONES /1 1I`i (/♦-'� \ \ \ 579 / / / 1�co
DATE: PAGE: \ �� 1 \ '4 \ / / / / J /I \ \ \ \ -- -' Eta / ^� /
Sin Sock/wattle Silt Sock/Wattle N \ / / / I ) I ) ' \ \ (�` \�B\ \ \ _ �ONST U.- O!S =�' Rt A L v�/ / // �//// / / /; /
/
FL MI� be La MI - - t¢ennn SODDING \ /I / �/ / ;•% \ \ / \ N / __ / TILE57/ 4 �`/Ew oR 1� / / /j/ -
-I �651: B; -- against eroslve ye..may...Mute..
g/ / / \ \\ .....
\\ \\� ��"l yY_ •
- i - y cMu / / / I/ -
'n.il 11=R5 J2. Fill silt socl.a.netting b LAY SOO INA STAGGERED \ \ `/ �9� / I l I I I I \ � \ \ \ __ - - al v���1��2 �yS // SILfi FE E/ / / I yI-' /
,2 M-n.II Stakes1� Stokes 1 length be installed edatpceamae t°� ®� _� `__ \-- / I / 567) - \ _ \�\ V •@�t� ..>..,..:n. ENfi TNkkkUGTION//�\,�OU j / J .I /• �P
of a \ , 59� / '� \ \ \ / r CONSTRUCTION
SECTION SECTION a:,�)wraaab.w ■ - CO 58 I I \
edgeofm \ends of the silt - O I BI / ' \ = E7TRANGE / / / / / / / /• ,..
flat areas should
�o NM°" anle(sland )shhou g turned slightly upslope around
■�� aNOSANOTa.".a7 OaS. \ \ \ \\ _c°l J / I I `\T� \ -=E' , / / �t�' / / / l/. /�&"
�,. runoe.ff horn ® \`.....� \ � '� - / I I I I I ) �` \ \ _ _ ' -- •SIIN E c k / `� 9/- /./:/ •\•
III IIII� socklwahle.Stakes should be placed at a L eUTL T /E�'( /
W w 4 �11Y1'uaT waxemty \ \\ \`a'py, \ ///"�r� :.'�� e _ / I / 1/ 1\-, ,-\��\ _z^g'_.WAGE-ET E ENL �`6 53� O 1\1 '/ /'/'/ t /�// -
maximum interval of 4 Met or a maximum
terval X
of 8 feet it e sinaowmvpNe places In an4lncn \ \ - SGJ a// .•STRU�fON of A•-~/ / �� C4C \ `, -,\ v3 / �-�-� `\\ - J�'+ //��� j�/
urvTREncro od Mulch or f/2 height oigrn log et 9 na a Mn 5. 1) vy �%I \ \_,N
\ ATTLE Vr 6 LIMITS �`-R`C_- _ J II \ 5$3\ 1 ,(��\. i/'==�Igo , \ \ i 31i / // •/•// - - - - -
ISOME�RLCDENwsTAL rued ENTRENCHED INSTALLATION' sock...es are used on a,,,..rams°am.m...�.,ar°a.°,,,om.a.,w.r..,..,, aock.ble w hold place doling ru shall be used behind noff events. \_ \ / I 53 > I T ) \` - I � \� \ ` �� �'//i :f ! /.
,.MAINTENANCE, �..I � _,_z -� � \ / -N / - 'i \\ \ /j �/ / 1 ! ./
_ 1allow for ad...flow. 44,t, i .l III / 5P6 't, I� s''.\ 1\ v a0+ o /' / WET \
g COMPOST«x INITIAL FLOW RATES m,,,rr'i,,1{ tall )1 1191 \ CED - -SstT �` _ �' ° / F n
renmedSn¢ retemed Orr a'wneer ,,F SOCK
(.eSo:m)(go,m) ,,? 2. amee.tbereplanesddog333w �\ \ �/ - // i R51LR�FENCF -- - - / // �-£e 2' j m� �'�,��\\\ti F - -�// % /! \\�//
Sheet Flow-~ a a. a WITH THE SOIL mO. too. ASTHEEOO IS Hr°H to Sl.THE MOWER T �l1TLE �P84 - �'- - %`/ ,tF 9,�, / I Z�, \ �\ -�%j�� /, - j,\\//
wok Are.
re �siutsgek nmamIER i°aaFmI i�A I diameter e;ee"`e'nr=rva LyrO �Soo°IEo.w° a°E�L -r / �- - -� _ / /'.>d / ----'1-'''---
/ - - - - -
wgt Ie /M Ira (ae5"m1 (i°"> (5�0) ( / ,a`H�r 1\ 2\_28� _ _ _i fj/ /%• „i ,� !, \ =�'�� / /i' -�- - / \-
Reinstall if mdamageddowr°duydgediB APPEARANCE OF GOOD SOD / �� \ �-
xrppauncR� 7. I. I5. 22. 50. 5 uberasp¢ eumndlnlem rU 8 // i ..ram / l ETLANDS ''%:,'---
\ /
` am as .is; . i,t .mid min a in 4, measure hoe°'"p¢tnnem¢ama abce¢Ma l l • 7 �i /a 0 _ -_- /i /`�/ /L' \ ,` `_�, / /i J / \ ....
\- - -
/m%m) /m%,n) /Ir'njm) /m2%m) r%m�m) parmen¢ndy stabilized. III 1 �u / / STEEP SLOPES EXPOSED DURING VED MATTING. �/� \\•, / \ \
bB°" II O / MUST BE SECURED WITH APPROVED MATTING. - /( 60 / /+ - -/
a swnanre is IIIIV4�I III I�I� II I�IIII vr.wOxsru.r. " V, )
/ / / / •o nu$/ I' NOSUBSTITUTESI SEiDETAIL PAGE2 - / ( ��^ � -\- \
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION I `I V G V ryr`// �' ' " - . + -
L_- ., / I I v¢e.uerot7mcv. o«.O NI / / / / ,// / � / . ` I/30UTILITVf1aSEI...:...1.,:::::I // 1' �_________ • \\\ \\-/-
1 / / `/ /I `\ �- 15'PIMETER SUFGER• I
/ /�, `,�
"! . aasmsrwra re,.,¢.en.n.. -r1,1 /� // �/ •'�',..,>I-r 1�':_ / ,mrA' - -� \
DATE: PAGE: r[s' - r./� - - \
/
/ / / / / I 1 ` ---- i
s I
..A.. ..8. ..C.. .D.. ..E.. ..F. .G. .H. /71 ` 1 L C I I _ - 1� \ /- - \ / /✓.
titA D -' I I � �% I 1 ;71 „ ✓e Z ZI \ s, -% �,� \ I I I T WETLANDS \ - - \ y� �.� .\�>`- _ r-` /y
t 11 G I % % lit Jl I ✓! ✓! 4r 1\- l� \ \\ �„ s �\ Nr OF ER t \ �. ` a► ,-." / ���\ \� 1j'PERIMEIERB ,� \ j V• \ O M - - \• v_� - /-/ • -
tat ll ou it .HOUSE I I �. I CV HODS I `_\ ---I ,v/ \ \ / �- T�/ �/
DATE' PAGE:
✓! `1 DATE: cove Fence Filter Fabric PAGE: j//
p1r� _ a ✓<.� �.! 1� L . J RECDMMErvDAnorvaFDRN-INVASIVE PERMANENT FALL IV Max, Mtabnewwrata�. Plastic or //
IN LEOaE or CURB i oAnwAY • �Rb'u Ha rr NON-INVASIVErench
E TER AND EARLY SPRING RECOMMENDATIONS FOR ON-INVRECOMMEnE PERMANS NONSUMMER a e Steel Pest�` 6Max.Eatra Standard
hbrcwMout woe fence Wire Fence core Backnl pact
and Compact
Notes: Steel Post
thoroughly
LET 1.If needed,Tree Protection fencing should be installed along the buffer zone,wetland ec. Nate S B
Centipede 5 lbstacre Speoles Rate Indian Grass 5-7.acre•
boundary and/or around protected trees,providn9 a radius of at least 1,25 feet for each THIS PROJECT HAS SLOPES
LEGEND inch of trunk diameter. rgn a w a Rye na bstacre N w re 4b bsiave ups ape
Indian Woodoats
2.Install Silt Fen.on the low elevation sides of each lot Install Silt Fence outlets shown on V 1./acre Plastic° S A I - 1 / d• } THAT ARE 8%OR GREATER
DIRECTIONFLOW schematic/diagram and field adjusted.if necessary,for placement at low points.If are 'Dependingv NC Eros. eseaimentemw planning r species.S.table 6.11.d frOM rpependIng upon mlx with tae5s�w see ion 'Depending Upon mix.11 other species.See table 6.11.d from parsmthe
wire tes .. I 1e�4 //•..,..
contiguous and have dierent land owners or binders each lot should have individual Silt DSCNRn Chapt of er
ra cheptlessAr 6 ofg and Des. NC Eros) and Sed Inem Cmm,w Panne a re anus ty j/
Fengea °°"tr°' nl STEEP SLOPES EXPOSED DURING
3 Install required Silt Fencewithin 10feet of property line to ensure there isno conflict with fdown 6 4.ENTRANCECONSTRUCTION SILT FENCE OUTLET ® septic system.ICa the rap 'bit f the bt ldertoensurethe nstallation of sediment Coastal and °ntwred nW°oodo and m wild Rye- M grass n f • te'Iogn¢a¢ran CONSTRUCTION MUST BE MATTED
CURB INLET - control measures does not impact the septic system and repair area(s). 5-Ap 1 Piedmont Aug,S Oa15 - Grass,i9e0u¢stem c 1-Apel1
4.At least one Construction dedice/Exit is to be installed per lot Intllan Wood°ms and 9 WICy arch l- Coastal Indian wooaoats andwog.Wile Rye-Sept,-Novt"� ♦ Filter Fabric
5.Waste bins and other areas dedicated for managing building material waste shall be at May15
least 50 fret away from storm drain inlets or drainage dkches unless it can be shown thatMaintenance: Indian Woodoata and sun and shade tolerant. Hard
cola ay.are bothHard Fescue is not recommended tOr stapes a 5%.Prefers shade. etic filter fabrics.
ere fabrics.(Higheranws CROSS SECTION VIEW
o other alternative exists.If this separation cannot be achieved,these areas must be sired cover volumes of water suMcemmceuse fallure`ofthe structure)1. ConSbuct tha sediment banier of.ndard strength or extra strength GeneralGeneral Erosion Control Notes
contained behind Sik Fence. on«centipede is planted.Acceptable for sawing. 3.Construct the filter fainic.m a continuous roll cut to the length of the barrier.avoid joi.s.When joi.are
6.Inlets downstream of disturbances should be protected;streets should be swept when necessary,securely fasten4 feet minimum averla to me next post. 1.Onlythe show shall be disturbed.
sediment from the construction activity is present. strength nl'terftticlbywremeshfaeteneas«sra to me upslope side a Me posts.E.tena "ante:
..\NC-Environmental.jpeg 7.Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are support to the bottom of me trench.Fasten tie wire reinforcement men hone on me upstage inspect sediment fences at least once a week and after each, 2. All disturbed areas shall be grossed and
provided on additional sheets.Erosion and sediment details are not drawn to scale. N, side of the fence lla so."SC mulched a s possible and maintained
P L comae 5.W Me or*sac
pose a mmmumuof 6 fem 50 et Mat
nM a ea should be eleven pH(acaity)oltne soEEDnBED PREeAaATIIOwion olgr°una agnaltural limestone at the rate oft wlltonslecre on marsetaa pound
ppa e,marme
until anent cover Is established.
TYPICAL LOT LAYOUT WITH CURB AND GUTTER gem
tit Apply limestone uniformly and incorporate into the rap 4�e inches a son.s
ade ferglizer at - qo lblaue.aura fertilaerand Irma should am«morafea into the top 4b ree fmrfa esrequire win meshminimum
rt of 50 pound
µoragge become
efor.edepositsnext
as rain and redrya presdeadn the
applicationFERTILIZER.Base NG-Itlreceeder lent geope,tl seed tse are not ea too.possible,apply
So min.surface lroughbmgp hening aynortl arfabnc directly posts.Wua or plastic zip des should have amrnimum of W dfenslle ¢
SURFACE DATE: PAGE: have resulted
byura .Excavot.required,except.break up large clods.if rainfall causes the sorM1see to vaIte the trenoheEwoxlmeAly 4 inches wide and a inches deep along the proposed line of me posts and. fence.Take rewavod undermining fences during
Seedbed preparation Is cempleand.depressions shall be rem°v¢e and tin provideapprovedsurface drainage.Planting b¢done Immediately after finished grades are°btaln¢e ane 4.Remove eta fencing materials ane unstabl¢sediment deposits
nches
fal.along
bottcm and side of.tench. and
rade a.stabilize it.er
cNOTES, 9. ritical le tranmwweh soilpnceaever the illterlabnc and compact...rough compaction of the backfill la drainagerea has been properly bil... m¢mn b'N
ofAgdalta� I.(orrequal)ihi9nlyre end;atrtbeata edforallaea.a eseeded.so as rplanted. D°nal.�enenceperforance. ..s. the area to PAGE 1 of 2
/ '' Ground maintained until de permanent °e area,¢n¢d¢n applied rm¢s°s..acverd¢n,inaat..186,d lieu nurse TOTAL DISTURBED ACREAGE: 3.95 ACRES
aba¢3. Use a seeding mix that will produce fast groMng nurse areaanwrcd includes m ND-Envr p g SILT FENCE LOT EROSION CONTROL PLAN
as amen a. e
° ° 3 sp, PERMANENT SEEDING RECOMMENDATIONS LOTS 525, 556 - 565 & 573 - 576
Q° - x ; ,5., "'fern„� MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION CREEKSIDE OAKS NORTH-�y °'' General-All measures will be inspected and corrections made after runoff producing rainfalls,or at least once per week minimum.The builder will insure that the construction activities on an������,hl�,�-� y particular lot do not adversely affect any of the installed erosion control measures.If lot construction dictates,measures will be
/_� : ,S relocated on the lot to insure that the potential for sedimentation runoff is eliminated as much as possible.Silt fences and gravel construction entrances will be maintained as suggested in the erosion control manual.Sodding,seeding and mulching will be maintained to insure proper ground stabilizing cover.
/ `.--- E;:s 5 itet,it 000444 J•J:S_.5FOR
Gravel Construction Entrance-The gravel pad should remain In a condition to prevent mud or sediment from leaving the construction site.This may require periodic topdressing with 2--inch stone.After each rainfall,inspect any structure used to trap sediment and clean it out as necessary. Immediately remove all
objectionable materials spilled,washed,or tracked onto public roadways.
$ � ' sy,,.... . DFH LL
f g_y °. Silt Fence-Sediment fences should be inspected at least once a week and after each rainfall event.Any repairs should be made immediately. Damaged or decomposed fabric should be replaced promptly.Any sediment deposits that build up against the fence should be removed and disposed of properly t°insure
'-8r.__.,�'.._,__-'Ojr,��P�a that the removed sediment does not wash back against the fence.Adequate storage volume should be provided for behind the fence at tall times.Take care to not undermine the fence during cleanout operations. ANDERSON CREEK TOWNSHIP HARNETT COUNTY
Sodding-The sod should be properly maintained to insure that the grass take holds in the areas being secured.The sod should be watered as necessary to maintain adequate moisture in the root zone and prevent dormancy of the sod.The sod should not be mowed to close,since this could inhibit adequate growth SCALE: 1 II=100' OCTOBER 2024
Construction: Maintenance: and stabilization of the root bed.The sod should be limed and fertilized as per soil type recommendations and type of grass recommendations when and if possible. GRAPHIC SCALE
1,Clear the entrance and exit area of all vegetation,roots,and other objectionable 1.Per NCG-01 inspect at least once a week and after each 1 inch or
material and Properly fade lti greater rainfall;make any required repairs immediately.
2.Place the gavel to the specific grade and dimensions shown on the plans,and 2.Maintain the gravel pad in a condition to prevent mud or sediment Grassing and Mulching-The area to receive grassing and mulching should be properly fertilized and limed as necessary as an initial step in soil preparation. Once the grassing has been placed,the area should be maintained as needed to insure that all areas are germinating properly.Any bare areas should be J 5
mo0th it from leaving the construction site.This may require periodic repaired,and reseeded as soon as possible.If the time of year does not permit the establishment of a permanent grass,then a temporary grassing should be used until the growing season permits the use of a permanent grass. 19 - _ -O
3.Provide drainage to carry water to a sediment trap or other suitable outlet. topdressing with 2 inch stone. 11
4.Use geotextile fabrics in order to improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled,washed or Wattles-Wattles shall be inspected after significant rainfall events.Rills or gullies upslope of the wattle and any undercutting is to be repaired.Sediment deposits that impair the filtration capability of the wattle shall be removed when the sediment reaches one-third of the wattles functional freeboard height Removed
subject to seepage or high water table. tracked onto public roadways. sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water. ( IN PEST )
1 inch = 100 ft.
CONSTRUCTION ENTRANCE/EXIT Reinforced Silt Fence Outlet-Remove sediment deposits as necessary to provide adequate storage volume for the next rain to reduce pressure on the fence/outlet.Take care to avoid undermining the fence during cleanout.Remove and replace stone as necessary as it becomes clogged with sediment.Remove all MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after the contributing drainage area has been property stabilized. PHONE[phone] FAG(910)484-0388 LICENSE BF-0106
LAST SAVED:10/17/2024 9:22 AM LAST PLOTTED:10/17/2024 9:22 AM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\H.4 H CONSTRUCTORS\24-1367-Og CREEKSIDE-EC\PLANS\CREEKSIDEEC-LOT5525.556-565h573-576.DWG