NCC240897_Site Plan or Location Map_20240401

\ \ I / / / ) \ \ 1 /---\ \ 1 1 \ \ \ \ \ . \--- // .\. \ \ \'\\\.\ N' --SCHEDULE \ \ \
Po I.obtain all necessary permits and Plan approvals.Erosion and sediment enntragEffise>cem,a nna a Certificate of Coverage
SODDING \ 1 1 1 ( ( / / / I I I / ' 1 \ 1 \ . \\ \\ emu./ / / -\\\ \ \ \ \ \\ \ \\ '
pU (COC)must be obtained before any land disturbing activities occur.Acopy of the EffiBC permit,the COC and shard copy of the \ \ ( \
plea must be kept on site,preferably iaapermits box,end acttasible during inspection. 1 1 ( I , / // / / \ 1 1 \ \ \ \ \\\` _/�/ /// \\\\\`\\ \\\ \ \\ \ - � /
!% a. `06 z.Install gravel enmwedon entrances 5mc,then silt fences,reinforced silt cane �� \ \ \ ` \ 1 I I / / / / / \\ \ 1 1 1 \ \ \ ` \ - / ^ \\\ \\ \ \ \ �\\\ ��� - ---�
ti :3;
nmma into wamea. / \Sit
3.Finisn<Ieadn8 nna 8mbbine any ncecaxary areas on the lots as they are sinned. \ \ \ \ \ � I / / � I i-� \ 1 \ \ \ \ \ \�- � ` \\\ \\\ \\ \\\ \�_► /TEAROAD oa.Begin m,graamg spa exaa.adpn a<m;tteaNOT \ \ / \ \ \_ / / \ \ \\ \ \ \ \ \ _SR ttT4S.Begin or continue with M1ouse constrve,ion activitiesaxes AxoTalMMwa maces \ \ \ \ \ \ \ ( � � � 1 `� \ \ \ \ \ \ - / \\ \ \\ \`\ \ \ \ \ �--��s.Fmian au rongn gmaing nna nnna<<nnabnmrnn An auras rim aiatmb<a rT]dare node m ha m tempnrarr nr cerman<m ��� \ \ \ \ \\ ` \ \ \ L \ - \ \\ \ ` \ \\ - / o/ \\ \ \\\\\ \ \ \g<nuad<ov<r mawlµ<a. � \ \ \ \ \ \ � \\ ` \ \ ` \\ \ ` \ \ \'t2 � % //^\ \♦ ` \ \ \ \\\�� ��� ��---
].Iretalldmeways Iks sad patios. 6 ^ \ \ \ ` \ \ \ \ \ --
n� PvB.Begin fine&md'ng oflo[areasATex"pcowssttcv ` ` \ \ \ \�� \ \ \ \ ` \ \ \ __��� / / //�\\\\ ♦\ \\\ \ \\ \�\�� ��\dF ? p9.Final gmain8,mulching and smbili.of lot.In most cases this will involve the insWlation of sod on the lot.The silt fence willM \ \ \ \ \ \ \ \ • \ \ \ \ \ \ \ / �\\ _E remain nplace mmtn 1 soddw bli m a k n la \ \ \ \N\ \ \ \ ` \ \ \ \ - \ \ \ \ �,�O"Pf ��:t' 10.Theshall d If' p f M1 d d I measures end comple,e,M1e following \ \ \ / \ \
T t66 S SHE', 3 combined If'Pe- f found N DEMLR b ``-/ \ ` \ \ \ \ \\ • \\ \ \ ( \ \ \ \\ \ _ i----
N. / ` \\ \ \ \ \\\ ▪\\ \ \
J ?U'-yQ' 6S W4>$0,ys OAO tn°o ‘,-
SR naps IM1vway.d q. g /b Vd rgy mineral water prograMupdesc°uswction pmgmm. \ \ \\ \ \ \ \\ \ \ \ \ \ \ \ \ \\\ \ \\ / - - / \\ \ N,,‘,,.. ,\ \ \\\ \ o. \
g- Twelve months ofco PI spec f shall be kept on d available f iasPecdoaar all Umee.It is rceommendeda \ ♦ \ N. \\ \ \ \ \ \
$o �i copy be kelp iaapetm box.RIGS.113A 5411brou8M1GS 113A 5]S ISA NCAC 04A 0101 dvougp lSA \\\ \ \ \\ \\ \ \ \ \\\\ \ \ \ \ \vy \ -- /�� / \\ \ \ \ \ \\��\�\ \ ` \ \\\
p NCAC 04E0504 GeneralP NCG 010D00 NPDES f Construction Activities.
\ \ \ \ \ \\ \ / \ \ % \ \ ....... \
FFC fie: o u.s if r and sedimentation 1 nperformedaenad once every seven calendar days and -- \ \ \\ \ \ \ \` \ \ \ \ / -_�� �� \� \ \ \
N
OQry4TY SITE pa' > IONs within24n f r nar, inch.A needed Hall be made rmm<aiamrmmammn measures as \ \\ \ \ N.
\\\ \ \ \ \\\�`\\ \\ r-\\ �\ `\\ � '�' --^ \ \\\\\\ \� \�\ \\\\ \\ \\
a`N N Soed Shed All ESC hll be d spa Ted'atM1e coaatrvction deteila on,M1ia Plsa Amia6mge anal)be inemlled HH11II 1
\ \`WPN0 Nf at the projectste for g. ) ig IIIIIIi \ \ N. \`\ \ \ \ \ \\ \ \\ \ \\ 1 \\ \v.� '/ \�` \\\\\ \\ \\ \ `\ \\\ \\ \
/Z \\ t Inspection and Rnal acceptance letters.when the project pemnttees sh.lcontact OEMI%to et,out the Eft SC \ \ \ \\ \ \ \ \ ♦ \ \ \ \\ \ \ \\\ \ // / ^� \ \\,.. \ \ \ \ \ \ \
M \ 5 2 Plan.After DENIER informs thea of the Project close out,via ins permintt TACT N. \ \ \ \ \ \ \ \ \ \\ \ \ \\\\`� / / \ \\ \ \\ \\ \ \\ \ \ \ N.Permitt< inspection report,the shall visit
QQ %9 •
MlecinngovM0GOI,submit anelectronic Notice oftermiwaon(e-NOT).A$120 annual general permit fee will be charged wi.H THE sea. tANspoox"aarHEsoo is HlaHtaa allow \ \ \ \ \ \\ \ / ���\ ,-2.'-'--. \ \ \
c` IMMEDIATELY TO RroAp HPF.- \ N. \ \ \ \ \ \ \ i \FC. until has been Shea our. o /'^�\ \ \ \ \ �� \ \ �� "-�/ / \ \ \ \`` ▪ N \ \ \
O a.'e o os J/J APPEARANCE OF GOOD SOD \ N N. \ \ / \
fir) r✓/o VvAVv vv \\ N.
v A v� \ v v v
-a ��F GROUND STABILIZATION II 11 j'j I A v \ vA - i A v �- v v v v
"`' SITE AREA STABILIZATION EXCEPTIONS �AoII��IV�� I�� ����'I en�meaem. I ( /� \ �\ v v,,,...„.N NN \AV A \, V A V Y-� V A �� / �� �V��_-�� \ ♦ v:„,: A ` A\\\VICINITY MAP �PFDESCRIPTION TIME FRAME II I \ \ \\ PA�L`fil ^\\ �\ ♦ \ \NTS PERIMETER DIKES, 7 DAYS NONE aPie,°TM°". \ I \ \ \\\\ \ \\\\ \\ \`\ 41 \ \ \ \ \ � �-,� �- �`\\\\\�\ \\ \ \ \ `\A'SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY SWALES, DITCHES �. �� - °r ass°mx..D POOPS SFIOU.0 \\ \ ( _ \ \\\\\ \\ �pA P g, \ \ \ \\ \ ___-- / -- �\\� \ \\\\`\` ♦\ \
NCGS 113A-54.1-IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR &SLOPES - \ \ `\\ \\ \ \ \ \ \ ' --\ . O1STR(1CTION\ )a° \ \�\\\ \ \ \ \ \
COMPLETED AS AN EXCEL SPREADSHEET. HIGH QUALITY 7 DAYS NONE _____ \ SS I �� \ \ \
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED WATER ZONES I \ \ �\N.
\\ \ \ \\ )v\ \ \ \MI\ 1 \ I / \\\ 'N\\\\\ \ \ \\ \\ \\
EROSION AND (HQW) ' \ /� \\ \\ \ t3 1 1 �� I 1 \ 1 \ `�- `_ `-� �\ `\ \\\\\ \ \ \N \\\
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A 1 I .. \ \ \ N
NCAC D4B.0131 STATES THAT-...DOCUMENTATION SHALL BE ACCOMPLISHED BY SLOPES STEEPER 7 DAYS IF SLOPES ARE / 1 1 1 I / �' \ \\\ \ \ r I I I I NATTL \ 1 \` - / \ \ \ \\\\\ \ \ \ \\\
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THEGeneral Erosion Control Notes j -__- __ _ „ \ \ \ \ '-
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, THAN 3:1 10'OR LESS IN 1 ( I I I / \ \\ \ ( I I 1 I I 1 \ I. _- =-- -�\ \ \ \ \\ \\ \
LENGTH AND ARE 1.Only the areas shown shall be disturbed. \ ` I \ - _ -sae \ \
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, y grassed1 \ 1 I I // \ \ 1 1 I 5 1 I . I I I I I I l\ \ \ \ \ �.,, \`__- ----- �,35 \\ _ --m \ \\ \ \ \ \\ \
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION NOT STEEPER 2.All disturbed areas shall beerreand mulched as soon ed \ \ I ' I I I I 1 \ HEINAOR D // - ----;-a"z \ J \ \\ \ `
CONTROL PLAN.' THAN 2:1, 14 possible and maintained until permanent cover is established. 1 1 I \ \ 4€ --- \ S.
DAYS ARE ^ I \SIQF cE\ / --'�- \.7,....„ \ \ \ \\ \
ALLOWED Oq \ \ \ I I I 1 I 1 I I SIL�F�N�'E\ \ \\ U ET\\ F'!'� / /��-- \ \ N. \ \ -.� \ \\
NI \ \ \ I 1 I ( 1 I IRI I 1 1 1 1 j(�\ \ \\\\\\ N =3 \\\\ \ r� \\�\\ \
THIS PROJECT IS IN A PUBLIC SUPPLY SLOPES 3:1 OR 14 DAYS 7 DAYS FOR \ t I \
WATERSHED(WS-III)AND ALL REQUIREMENTS FLATTER SLOPES GREATER pursuant to G.S.113A(3),provisions for permanent ground cover ro O \ - \ \ ( \ 1 1 1 I I II, I I I 1 \ \ \\\\ / / ----_ `\\\ \\\\ \ ` \ - ` \ �\ \
REGARDING SENSITIVE AREA THAN ST IN Sufficient to restrain erosion must be accomplished for all O C \ \ \ \ \ \ 1 I •`J 1 1 \ ` \\ \ \\\`\ - �IpI /// ---- \\` \\\\\\\\\\\ )\
\ \ \A \
WATERSHEDS SHOULD BE FOLLOWED LENGTH \ ( \\ \ \ \ I' i �� \
disturbed areas within 14 working days or 90 calendar days \ \ \ \ \ 1 I \ $ I 1 \ \ \ \ � \\ Q /// ---- \\\ \ \ \
ALL OTHER AREAS 14 DAYS NONE(EXCEPT 2 \ Im `\ \ \ \ \ \ N. N. \\\\ - e / / --- \\\\\-,,, \\\ \ \ \\ \ \
WITH SLOPES FOR PERIMETERS (whichever is shorter)following completion of construction. `\ \ \ \ \ \ \ \ \ \ \� \ \ \ \ \\ \\ \ \ \N. \ •'u / / / �r \\\\`\ \\\\\\\\1 \ \ \ \\
FLATTER THAN 4:1N. S. \\ \ \_LE £h{ / --- \\ \ \ \
AND HOW ZONES) \ \ \ \ \ I \ \ \ _ P^ _
DATE: \ \ I \ \ \ ONSTR CTI \\\ \ \ \N. \\ \` - -- -- �/-/�-\ N \ \ \
PAGE: \ \ \ \ \ LIMI \ \ \. \ \aZ \\\ \ \\\\\\\`\\ I \ \ \`\\\ \
DATE. PAGE: \ \ \ \ \ \ \ \ \\ \ - \ \ \ \\ \\ \\\\\\\\\ il CONSTRUCTION-- i�-�\ ` \ \\\\\\\\ \\\\\\\\\\ \ /\\ \\\\ \ \
S S /wane Silt S k/Wattle NOTE: \ \ \ \ \ \ \ \ \\.\''�/\•�\ \ \ \\ \ - 4 -_Memm$ / \ `\ \\ `\\\\` \\\\ ( / \ `\\ \
FLOWS be •I • our - - gegtemprote<flan .A. .B.• .c. ..Der, •.E. .F•, ..G.. ..H,. \\ \ \\\\\\ \ \ \ \`\ \ \\ \\ N coh� ucni3N - _ '/4 /--\ "'a \ \ \\ \\\ \\\\\\\\\\\ I \ \ \♦
_a -min may subs \ I
1�z a �'� G \ \ \ \ \\ \ �\ rT ? / \ \\ \ \ \ \\ �\ \
,ran.JL, z .nly aohaaeo�, 4 R 1 ll ✓� \ \ \ \ \ \ \ / \ ` \ \ \ \
12.M�l~$tnkea 11I m°aedpree, \ \ \ \\ \\ \\ \\
' 2'x2 F g" ghat \ \ \ I \ \' \ \ \\\ \\\\\\ \ \ \
Slakes IIN 4 tiI % % j \ \ \ \ \ \ / \ C\\` N.�I�•` -- \ \\\\
SECTION SECTION �,��� ; e �I I HOUSE� \ v v v v v / S. \ v�v �..< \ \ v v v�\\\\\\\\\\v v v v\ \ �
War...should be 10Cated at TOTS II u HOUSE �l� I HD �i I. HOUSE G \� 11 )\ \ \\ \ \\
game \ \ \ \ \ \ \ 1 \ \\\ I \ \ \
land disturbance.The ends.. f I L J / / SILT NCE \�, \ \ \ \
`<O opt (O a,Ma+. 4 sockrwattle11 g une should be wined aei�ene otme'O eHsilt sooldwatile(s). �NUAr AY L� NAT OADWAY INN L-NUAE AY -NUdB«AY L�H(IADWAY \ \ \ \ \ \ Ty Tk \ I / 1 \ \ I 1 I I I 1 I 1\1��11\ \ \
RrN .-. 1 IJ `'`cJ L.� _I.J 4 \ \ 1 I I ��/ // ( ) I ENTS CE TION .\.
,1 iil
. Oak or other durable hardwood stakes with a 2
inch x 2 inch cross section Mid be driven
q I \ A\ 1 1 A 1 1 I / ./ �. \ 1 1 1 1 1 11 I l U I 1 1V \
W W ve.cally plumb,through the center of the silt
IDRBIN LE DOE a CURB R 1 v v 1 1 v / �' I 1 1 1 1 1 !III III 111 �
sock/waffle.Stakes should he placed at a LET 1.If needed,Tree Protection fencing should be installed along me buferzone,wetland A 1 1 1 / / // 2 �/ / 1 1 I 1 I I 1 I 1 1 1 I I 1 I \
of 8 feet bounden andror around protected trees,proidinga radius of atleast 1.25 feet for each I ) V 1 I I ) I i i / / / / / ( III III I V A ��
or Com g rid a Min eaasocwenl placed in ea Inch LEGEND inch of trunk diameter. 1 / a"' / ,� \\ (
umRENCTo Wood
1/2 height of log a " pavement)he,m 2.Install Silt Fence on the low elevation sides of each lot.Install Slit Fence outlets shown on I I I I I I / // / WATTLE " / / / / I I I I III 1 I 1 I\\\\\\\\\ \\
HED INSTALLATION N . schematic/diagram and field adjusted,if necessary,for placement M low points.If lots are ( / I 1 I I 1 / / / / / '' /' / i/ / / / I I I 1 \ \\ \ \\ \ \
'""re"`•°°"""T•°,•`°'°"'m`re'•°"'re"•''"""•'"",'. m n m place during ninene a contiguous and have different owners or builders,each lot should have individual Silt 1 / q0 `A• / .: -- I \,`,....,,,- �A V A V�ISOMETRIC VIEW cona sock/wattle ^:Iieaesce°.'aeN,indneaitSILT FENCE ences. I I/ 1 I L--� V /WATTLE // �{ / ( ( I 11 ��\ vV A \
1.MAI"Inspect silt sock/wattle atleast weekly and alter ® 3.Install required Silt Fence within l0 feet of properly line to ensure there is no conflict with I I I / / I // ''�/ REINFORCED / / l I l \\ �� \ ` \ \
COMPOST II septic system.It is the responsibility of the builtler to ensure the Installation of sediment I / r' SI T-FENCE / / 1 1 ` \ \ \\\ `\\\
Mulch or omp ocx menu now RArzs a° CURB INLET ENTR4N = control measures does not impact the septic system and repair weals). ) I 1 / / / / // / // \r. /OUTLET / ' / / I 1 1 \\ \ \\ \\` `\\\ \ \
,.Umre"cned so sf p t AI° 'TtT 2, amemustbereplac:If oge r 4.At least one Construction Entrance/Exit is to be installed per lot 11 I r.p ` / / \\ \ \
�d em a.., rim) SOCK
rim)(.50nra)(eoo.m) oro) tom. 5.Waste bins and other areas dedicated for managing building material waste shall be at / / / / / / / \ / / / \,r-''' / y4' / / / \ \ \\\\ -- \\\\\�\
...Flow-. pmnateTo Be t"°°P a replaced
least 50 feet away from storm drain Inlets or drainage ditches unless It can be shown that / / / / / / 1 \.............,'
�� / / ;./ �� 5 / _ \ N A V AA A\A A M..mom swe ]so re,t t.00g s
S It ock/ Leagm(¢M Oman) (22a m] rest 'i e� tre�et no other Il fexists.if this separation cannot be achieved,these areas must be � 9 / -----
I �A A
Work nee /-Wattle ]s „ It"
t"�) (Ma'") (srn'") 4 contained behind SiltF / / / / / / ) //CONSTRUCTION� i / / I A \�\ A V�
xpmu c now spur/n 22 s w,,,/tl s. - - G.Inlets downstream i disturbancesshould b protected streets should be swept when / / / I / / ENTRANCE 4e/ / / I \ \\ \ \ \\\\\ `
mr.°gbaote epm/a gpm/a epmix a sediment me construction cn lY present. I / / / T 1, ,,/ ` v \\ A�
(g. n., one czar (a]. - .'rehaabeenpem,ane'wramb'imd. swclonEmrencesandotnermeasaresare ( / / I //,/ / rv� `/ /' --� ` \\ \ \\\�
/m/m) /m/m) /m/m) ,00 /m/m) .\NC En t ljpeg ]Details for Silt Fence Sill Fence Outlets,G
provided on additional sheets Erosion and sediment control details are not drawn to scale / / / 0° y0/ -- \ 9T \ \ \\\ \ \
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION D TE , ,zcgp TYPICAL LAYOUT WITH CURB AND GUTTER \ L -- // '// 1/ /�` r/ °Qv/ // ) N \\\\\`. \
L `� l
DATE: PAGE: \`\\\ \ / ../ `SIL,TYPNC�/ w/arfLE ,' /�P � - ' / / \\N \N�\\\ \
DATE: cave PenceFilter Fabric PAGE: \\ GONSTRQCTrON csf°� /, / - a / / \
F StrengthV Max.Standard fa.... N. LIMITS /__.i-- / - 4/ � '�i \y3L`-__ ' // -- \\ \\ \
bteeiPM� aMez.Eare p Imomwrefen Wire Fence µ'ire and
trench \ \ - - �" / /.,/ // / /! / // _ i \ \ \
d Compact / \` / /.j / -/ 00, / \ \ \
1 St.Post _ thoroughly
__ - / � //� // / �/ ice- �� / �__-28s ---- ---��\ \
I7 r
Plwrec or upelope / .,,�aILTt•ENCE /� / -1 \
teslt . MIn �Orda �� OUTLET ✓ �/ / /� ice/ �i I _--'_ __ \ \ \
Filter Fabric 1 / / - // // l / / L --�/��\ \\ t I r- _ \\___\\\ \\\ \\
y p height
eaMware ae�nestrength
su eWfailureext.
Mthe sirens.
re;bo,e�'Irobnnd(Nreher,ermes CROSS SECTION VIEW / , :•• e Mn•
± . 4Oa� I ` -- \ \ \\ \ \\ \ \ r `\ \ \ ` ` \
3..nstruct.fl rfa rcfiom cmknuous rollcut to the length of the bard.to aroldpms.Whenlo Ms are 1ilir i i i b ` _ \ \ \ \ \ \ \ \ \ \
<s.ngthlteeabr<bywratasuptenapatwm.t<etro�mmmoideof M Me.postExteL / '+1 fh'.�a �•�<, c \ ` - _\ \\ �\\ \\ \ \ \ \� \ \ \ \ \
4.Support standard side of Me fence sup..ost.W filter "Me min up slope tree iredrepasmmeeater - �" �;, '' ti t) �\ \ \ \ \ \
\
5. mum of 8 feet apart SUPPe Shedd driven sediment..collapse,tear,de \
aseecure%iawhe round...fence ire or mof 4- h p Construction: Maintenance. \ 2 ^ �`�-� 3j \ \\\ \ \ 11 �1 1 1 \ \\ S. N
s.kae°sWenfil,erfebrith filter fearectlybpoamMare
st rpiero.es
ao ties require
hould neveemi"imum of 5p pound tensile 1.Clear the entrance and exit area of all vegetation,roots,and other obfectlonabI 1.Per NCG-01inspeot at least once week and after eachlinch or \ \` \ \ \ \ \ \ I ) 1 1 I \ • _
3.Remove sediMent
posits as necessary to
vide
material and properly grade it greater rainfall,make any required repairs immediately. \ I
T.Excavate the trench approximately 4lnchea eras and eInches deep eons Me proposed line of the posts and retevoaxundermining dm ee�eura during 2.Place thegravelto ibes specific de and dimensions shown on the lens,and 2.Maintain the \ S.
\ \ \ 1 1 I \ / 1 \ \ \ \\
fencing afedale and unanbte...deposits Oec grade p gravel pad in toprevent mud or sediment
e.w :armee'c along the bottom am side of the trench. and Stahlga It r.conibutng smooth it. from leaving the construction site.This may require periodic ��� \ 1 I \ I \ \ \ \ \ ��
3.Provide drainage to carry water to a sediment trap or other suitable outlet. topdressing with 2 inch stone. \ \ I 1 1 / / ) • \ \ \ `- __-
ps pe rom 4.Remove all fen
Place t2 inches and wing the area grade i
B.Baruulme o-rnch with soil placed over memmrmbric and compact.Thorough compaction or the lmckflll''s drainage area has.en properly stabilized. \ 1 //I _
10.Do not attachfltal ffabnc to existing trees. 4.subject
bgeoo selefage or high wato improve stability of the foundation in locations 3.ImmediatelykeOnt removeallwaystionablematerialsspilled,washed or '` \ I I / / / \ \ \ \
Aj
aublect to seepage or water table. tracked onto public roadways. \ \ / /
..\NC-Envir Friel,lukJpcy CONSTRUCTION ENTRANCE/EXIT --Az \ \ I / _ \` •\ \\
SILT FENCE -J I \I I1 / i < ( ' PAGE 1 of 2 1-__
I I I �-
i I TOTAL DISTURBED ACREAGE: 6.57 ACRES
DATE: PAGE: LOT EROSION CONTROL PLAN
MIN. _ �BILTPnsvn LOTS 1 - 3
+ L IIIIIIII Illlll11.1111111 1. MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION IN
- LAURA H. MARION
General-All measures will be inspected and corrections made after runoff produlang rainfalls,or at least once per week minimum.The builder will insure that the construction act vibes on any particular lot do not adversely affect any of the installed erosion control measures.If lot censtmction dictates,measures will be
THE wnsHED ST �v relocated on the lot to insure that the potential for sedimentation runoff is eliminated as much as possible.Silt fences and gravel constuction enVances will be maintained as suggested in the erosion control manual.Sodding,seeding and mulching will be maintained to insure proper ground stabilizing cover.
S - 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 MINOR SUBDIVISION
H.
objectionable materials spilled,washed,or tracked onto public roadways. FOR
VVIRE FENCE
HARDWARE CLOTH FRONT VIEW Silt Fence-Sediment fences should be inspected at least oncea 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 to insure
� Y Wt.FENCE,
BaTE 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. O N S I T E HOMES, L L C
STEEL
WASHED STONE FENCE
1.--
2 CLOTH IN TRENCH 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
zsT� Lren ro INTOsoLmi cI"aou00 AND HARDWARE 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.
NOTES: GREENWOOD TOWNSHIP LEE COUNTY,N.C.
1.Hardware cloth and gravel should overlay the silt fence at least 12
^re Grassi. and Mulching-The area to receive grassing and mulching should beproperlyfertilized and limed as necessa as an initial Ste in soil preparation. Once the grassing has been laced the area should be maintained as needed to insure that all areas are germinating An bare areas should be
Oho, Shea. e e 9 e e ry p p p 9 9 p 9 9 y SCALE:1"=100' FEBRUARY 2024
oa 2.Stoneouuetsshould be placed on low elevation areas of silt fence repaired,and reseeded as soon as possible.If the time of year does not permit the establishment ofa permanent grass,then a temporary grassing should be used untilthe growing season permits the use of a permanent grass. GRAPHIC SCALE
and based on field conditions.
MAINTENANCE: 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
OF 1.Per NCG-01,inspect outlet at lest oncea week and after each 1 Inch or sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water.
HARDWARE CLOTH FILTER FABRIC IN TRENCH greeter rainfall event.Complete any required repairs immediately.
2.Freshen stone when sediment accumulation exceeds 6 inches.
3.Keep mesh free of debris to provide adequate flow. 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
SECTION view 4.Remove sediment when half of stone outlet is covered. fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after the contributing drainage area has been property stabilized. ( IN FEET I
q"" IN lbeg 5.Replace stone as needed to facilitate de-watering. 1 inch = TOO ft.
J � SILT FENCE OUTLET MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
NC-Envir
PHONE[phone] FAX[phone] LICENSE 4F-0106
LAST SAVED:2/14/2024 4:24 PM LAST PLOTTED:2/14/2024 4:30 PM PLOTTED BY.Dennis Gilbert FILENAME:0\CURRENT JOBS\ONSITE HOMES\24-2]24-04 LAURA MARION MINOR SUED-EC\PLANS\LHMARIONEC-LOT51-3.DW0