NCC241800_Site Plan or Location Map_20240612

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LIMITS •
General Erosion Control Notes ` \ / \ \ • REMAINING-REA OF /
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/ LOTS (\/1.Only the areas shown shall e disturbed. \ \\ �Za \ • • • • TO BE UNDIST RBED
2.All disturbed areas shall be grassed and mulched as soon as \ \ \� / • \ •� •• - \ /,./2// \ CONSTRUCTION SCHEDULE
possible and maintained until permanent cover is established. I \ a(AR mE _� REI ORc • I.Obmin all necessary permits and plan approvals,Erosion and Sediment Control/MSC)permit and a Certif..of
\ \ / SILT NC �� / / Coverage(COC)most be obtained before any lend disturbing ecnvities Deem.A copy of Me EffiSC permit,the COC end e
\ \ I\ \\ C ` OUT T �� hard co P a^Horst be kept on site,Preferably in a permits box,and accessible during inspection.
W / •• '\ WA \• / 2.Instal gravel constructionentrances first Men silt fences,reinforced silt fence
\ \ \ ROADSIDE T `tl _'� T•• • ` \ (� / '/^\\ ontleta and wattles.
DITCH ` y, \- J \ 3.Finish cleariding.r excavation
necessary areas on the lob as they are stetted.
Pursuant to G.S.113A(3),provisions for permanent ground cover \ �• 4 ti f
sufficient to restrain erosion must be accomplished for all \ 1 _•• i • • Begin mtgmarag ana e:<avatina scot res
\\ ` /\ 5.Begin or continue with houseconsvucaon activities.
disturbed areas within 14 working days or 90 calendar days \ \ \\ \ \ _i \ 6.Finish all rough grading soil house conswaion.All areas not disturbed for]days needs m have temporary or permanent
(whichever is shorter)following completion of construction. \ \ \ \ •• ♦ oNyyy��§RucnoN gmamappv<r matan<a.
\ \\ 4 _ \ \ \ \\\ \• \ SNL� IT / --� �� r .Brett finvgradin walks and Patios.
\ \ CO STRRRU ION • "... E 9.Begin lass grassing,
mulching
lot arms
\ \ \Sea EXISTING INTME4D \ m\l\1\ \ IMITS :\` • •1 -\ \\\ ♦ I 9 Final Bce II B '1 place and
'l...lot is g of lot.sodded 1n most roam Mis will Mvolve the 8 8 stabilized and rakes holdrsllation of sod on Me lot The silt
\.� Jgtl PLO YERLINE(TYPJ _\ \ $ • / IO.The con Mall conduct If' p fed ded' nation control me.ures and complete die following
t.
DATE: Inn mTabrk with wlretence or
Fenr Filter Fabric PAGE: \ \ A. 6 p\ \ \ \ \ \ ♦ SILT •• \ ♦ combined If' P fo £ d M MINIM b'
• :• �• l nttPa.11www d q B L b Vd ons/energy m I and land resomces/swrmwatnlaormwanr
Plastc o t ` • SNCE • REMAINING AREA OF
S1aeI PONt is
�% 6Max.Extra%di n9m hbfcvmhoul vote ten Wire Fence Wire 6ackfll trench m ` \ \ \ • ( '.) • • 1: CONSTRU TION OT9 TprograM ode onsWctron program.
and Compact \\ \ :, ` \ / com months of copy belete keptin inspection roombox.
all Re: S.113-54.1kept on site trough le.113-57Senspection atoll times.CA
Steel Pest thoroughly
Comp % \ 3 • LE\\
TO BE ISTURBED / recommended ecopy be kept' p ba.R<f MS.113 4.l thmughG S. 3 rr CAC 04A0101
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m -- \ \\ ` ' 7 �• • through lSA NCAC MGM.GeneralPermit NCG 010000 NPDFSf C Activities.
V^° Y \\ �� 11 Self insp f d sN 1 6 p rf N ry lender
f dope hO ` \ \ ♦ .0..../ •1• ♦�•41 a ,_____ / days and -ti 24h f cry f8 - .A Y ded p- llb ad ed ly to
1 / \� ry..A• •� Vr / / mamng i ed.All Ere nIlb d 'f d' h mtrucnan derails mr this Plan.
Plastc or to4• f
4. T \ `_ J \ n.
wire Les II \ �\,�.'a\\\. \ 4 • •• A[ �\ 4.4:a °[ ( A rain 6 B shall be'installed.M project f B.
Ag^ \ •\ I 12.Inspection and final acceptanceletters.Wh theproject complete,theP till contact DEMLR w close out Me
• \ \• ♦ / E SC PIen.After DEMLR'f M p fed project I L Pxtion report,the pumice shall visit
f N" \ / \ \ I CONS RUCTION • t
1 ' [t� n tab 9metrerwn / \ \222 / \ \ I ♦ _ MCG01'to sub 1Noticeof4 'anon(e O't). S 20 annual 1 t will be
ENTRNCE / ••,•j' \ • / 'dcgnegov icgenera permit fee car
w/ SNLT .I / charged omit the e-NOT has been filled cot.
1 `F ter Fabric I / \ \\ \\\\•h v� ( /e/ ,,t•• 11T \�♦ WA A'SELF INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY
aowm a4'rorwen /
wnemegmn \ \� • r\. ♦ / NCGS 113A-54.1°IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR
t.Construct Me>eta sediment ternermstandard strength or extra strength synmetceter rabrca. CROSS SECTION VIEW \\ \ \ 5 / ,,�F•• ee \ • •�\ COMPLETED AS AN EXCEL SPREADSHEET.
z.Ensure that me forme sediment rents saes not eaceea 24'nclns stove me ground.(N 9lrerfenus \ \ \ \ �� \ ` J 9r• • -i•0.Fy.0 "t TO MAKE NOTATIONS ON THE COPY A5OF THE APPROVED
may impound ores of water sufficient.cause failure of me awcmth of the�l ♦� .> �/ EROSIONERNATIVE
Dray fesnm'ine mrerdnn only atsupport poet joints.When
Me on post \\ \ _ \ \ /
�-w /.JA •• �♦�.� t4:• • _ • GPGS i , \ AND
9.Construct a continuous ♦� sNLT \�� -♦ vN < F
\ \ \ y • ♦ E 1T 0 V y5 SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A
4.Support standard strength!liter nct'nwlre mean fastened securely to meNUN up%lope sae Drina1 11 ExNna \ \ /5 hb \ \ 6 I ,e,-fir•♦ t-.♦♦ ♦C,\.:."`) 111 e^,• 0.00 VNO RSEWFG LACED J� / NCAC 04B.0131 STATES THAT....DOCUMENTATION SHALL BE ACCOMPLISHED BY
pea \ \ \ p�I • ,� ♦ wn�e .,\ '( ET INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE
manor inn men9lm °"^'^ inch or greater race.Make any required repairs lately. N \ �\ J$\ `�� \ yg P`• • ""• ♦ eF APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING,
5.w used, e u u a feet apart auppona smug be dve a tear,tie p \\\ 4 �- �� \\ /� ,'rl�• e..♦ ♦ \ DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE,
-� ,t .Qe' • +k?�♦ ♦ •• , .G Ss ,.,0 CONSTRUCTION ` / PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION
6.Extra Ynrgth58 of post into the ground a minimum of 24 spacing inches.
not requre a wire mesh supporttence.Securely .Remove the
tdeposis as Imessae,to pressure adeq atece CONSTRUCTION e • ` n ♦ \"` 4 ,t '(V" 368 nMIT
or fabne dr y posts.w p e p should nave a minimum or w dm^sile w a a f a e \ \ \ \ \ \\ \\ ENTRANCE / • ••• J' < .�♦ 0.EO'V.8M -� CONTROL PLAN.'
scength. Nn..Take care \ \ \e\ ROADSIDE • / 'I\ATTL, 5-
5''♦ ` gE �� \
trench. meerial and unstable edlment deposis 3\ \ H ENT TNCE TION //•1• Y FE 1 1.%.. G % / -- /
7.
roavate the
kfill the ceneh with soil placed vemM1e it side of antl Thorough mmpaN ch aimoximately 4 icees wide and 8 inch.deep along the Dolma tackfi ae of the posts na din tip retinas to grade properly Me concealing \ \ \\ EXIST! \ ROADSIDE • \ / ••••«• / (TYP.� V ..♦�DF �il 3\0 SIFT N E /
8.Epsape from lM1enbem Me ancering the area / • • CONSTRU TION /
9.aMce'to sll,knceP oar \ / / POVERHEA OWER LINE \ DITCH\ PD\H� / ••••1• Lv �f-•• .j 12 J•%Es RrINFORCED LIMITS ` Theod
10.D°rot anachfiterab to existing s. \ \ \ (WE)
\ \ \ • ♦ i• Iyetnla OQvSj TFENe + \ / �„ ,„ar9o..a� .era.^ w \� • ♦ AWINGE SLUTLETE ..
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n SILT FENCE V __ aDH - �� __ _ .• oseu°ols2 AREA"; �G \ _ / tripe
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+ TURBED CONST cTION \ \
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GATE: sot s a,/wotue ottle PAGE: _ -_oH ---\
-OH--- Y1T1S .t10 ROa� S _ d ton Road �+rx►s, I \ \ / a.e,.. ,car
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l r. �- 1 -II-11F silt uniformly wM compost ]DAY GROUND COVER IN DIT ERE \
12. 'I.. 2 2 ,r Mln'I tope So not \ 5 use in silt socks or wattles.
\ III nvE BEEN IrvsruLED �� \ / II II ...ram. .*
SECTION Stakes Stakes - 1� Mbeyontl me nstalled parcel
of - - -A, -- / / / - r.w.x.rb....... .w„
SECTION eoulabebcatetl n(Me edged belts . `N' I )�I \\ \ �- °Y°°v0i1"'9'vN6
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.))Wrdbe°u of the
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O...0 9aandeend e ) I J
Oak or other durable hardwood stakes wro a 2...lir Nu.,through thecenter of Me sin
sm...stakes should be p.ed et e
/ / /III III / / -maximum interval of 4 Net or a maximum interval Y* ��.
Trench n /. trench. / /e \ L74% II I 11F
u Eceeo Mulch
pr om at .-.w.,wmmm..,••••••,.owereo„wm..ua socks/wattles are used on-r s place '�heavyoxevems. , 1 Droncre.blocks shell.used behind the sin beO„� ) �� A V A IIII TI TI�� i m �JR
N height log ------;----) PPP,,, \ II IL II=11 1 �, II
soeceatile to hold It in
_/ A I W \ \ Ills ll loll 11"! iff 8"-12'
ISOMETRICVIEW MAINTENANCE: \ 4*coNPosr ,. Beer yi)
$ / /ITra�I I I7 / / / \ \\\ rummeach 1 inch or greater rainfall.Removey oe....°...<.,
mr untrenaraa smmks SOCK NrnAL Flow RATcs as / Nl ///I �� \� \
inkiness Mayo owmetar a(m) a(aoo°rid)(Aw°nor)(era nor) IF 2. atlle moat P ced Ifelgyetl or \� \ / / I I I \ / \ \ \
Silt Sock/..°tem(e2x)e .Fm1 'N Fm) Ii'. 1r•i Iry° a. a / \ -b.',"\ \\
NFl � II \W mArer Wattle (�m, (Jaem) (,°pain) dme.ore. / / II Ir(--(...... ,\
� ,d. \ \° xnyerwauli<alas ]. It. Ixu. 30. 5, SIR rocks/wales shalroe inspected 7.11end
q ;n 9 m;,t q ,n q ,n;m,m, I;mis, It,°°m) l,,;m) l;m;m) m.,%arena% Pe anety%ni.le.d // / / J u I / 1 \ _SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTIONe / // / ✓ / \ I I / I I �\
/ / i //V // ( \ / //� II I I / ) I , \ v ( I \ - � � i -- -----... \ \
DATE: PAGE: DATE: PAGE: DATE: PAGE: GROUND STABILIZATION PAGE 1 of 2
4•MIN. - SILT FENCE SITE AREA STABILIZATION
/ PERIMETER DIOKES TIME DAYS NONE
EXCEPTIONSNONE TOTAL
EROSIONUCONTROLRPLAN FOR OLO LOTSACRES
�� - .1 fie= e= �., I I ;� �Y.10 SWALES, DITCHES 8 2
R t 4 ll ll ' e= a e e % a •t�I •
&SLOPES
ill �` 0 HIGH QUALITY 7 DAYS NONE N
R�}¶' S F -HOUSE W G HOUSEHH' iT HOUSE GS'O4.9040 h ,yp WATER ZONES JOHNNY FAIRCLOTH
YY ��� refel01. MM. (HOW)
_q - L� .�q L- AY P JJ Y L� J Qlfatal r41fw STEEL mewASHEo sr SLOPES STEEPER 7 DAYS IF SLOPES ARE
luaer1EDCEor couRB l� NO AYJ `-RO -.At AY -Hun A .4,-Alt
Y Y Y AltY.-aY.-aY.-aY.-aY.-a.,a.• HARDWARE CLOTH
FRONT VIEW THAN 3:1 10' OR LESS IN MINOR SUBDIVISION
\!`liglig"1, 1"1"1"ligli`•1"1"I► LENGTH AND ARE
' , '� Y Y , is is Y Y Y
AV Notes 'I�'��" ff Y-``I-`"14jropi '9.1.`"I" 4.47-`� \ NOT STEEPER FOR
INLET 1lf nestled Tree Protection fencing should be installed along the buffer zone wetlantl .�- 4e` N1 YyYyYyY \ THAN 2:1, 14
boundary and/or around protected fencing trees providing eietadn ohatuff least r 125feetfordach 'Ij cPcIc cIt DAYS ARE
LEGEND nchof trunk tlameter / 6 M^ ;; �, �r r yYy-. WASHED arDNE _ M x CLOTH IN TRENCH ALLOWED DREAM FINDERS HOMES LLC
2 Install Silt Fence an the low elevation sides of each lot Install Silt Fence titsshownon l y2:0.I. t
H schemafcdd'agram and field adjusted if necessary,for placement at low p .Iflots are �'�♦'- ~� - ER FABRIC INTO SOLID caouNo SLOPES 3:1 OR 14 DAYS 7 DAYS FOR
FILTER
ceMlguous and have d different land owners or builders eabn lot should have individual silt / _ 'e~ fle P�'�� Gin ouNo NOTES' FLATTER SLOPES GREATER
FLOW SILT aT� STEEL GREENWOOD TOWNSHIP LEE COUNTY,N.C.
ENCE DO Fences. - 1.Hardware cloth and gravel should overlay the silt fence at least 12 THAN 50'IN
SILT FENCE ® 3.InStall required Silt Fence within 10 feet of property line to ensure there isno conflict with •`\ b Inches. LENGTH SCALE 1"=100' MAY 2024
oN$TNUCTDIDN ENTRANCE septic system.It is the responsibiliry of the builder to ensure the installation ofsediment Construcion: Maintenance: q 2.Stone outlets should be placed on low elevatlon areas of silt fence ALL OTHER AREAS 14 DAYS NONE
CURB INLET = control measures does not impact the septic system and repairarea(s). 1.Clear the entrance and exit area of all vegetation,roots,and other objectionable 1.Per NCG-0l inspect at least once a week and after each 1 inch or and based on field conditions. (EXCEPT
GRAPHIC SCALE
4.At least one Construction Entrance/Exit ism be installed per lot material and properly grade it. greater rainfall;make any required repairs immediately. MAINTENANCE: WITH SLOPES FOR PERIMETERS
5.Waste bins and other areas dedicated for managing building material waste shall be at 2.Place the gravel to the specific grade and dimensions shown on the plans and 2.Maintain the gravel pad M a condition to prevent mud or sediment BUIRYWIRE FENCEAND BURY MOE UPPER EDGE of 1.Per NOG-01,inspect outlet at lest once a week and after each l inch or FLATTER THAN 4:1 AND HOW ZONES) 100 0 50 100 200 400
least 50 feat away from storm drain inlets or drainage ditches unless it can be shown that smooth it. from leaving the construction site.This may require periodic HARDWARE CLOTH FILTER FABRIC IN TRENCH greater rainfall event.Complete any required repairs immediately. 9 = II 11
o other alternative exists.If this separation cannot be achieved,these areas must be 3.Provide drainage to carry water to a sediment trap or other suitable outlet. topdressing with 2 Inch stone. 2.Freshen stone when sediment accumulation exceeds 6 inches.
contained behind Silt Fence. 4.Use geotextile fabrics In order to Improve stability of the foundation In locations 3.Immediately remove all objectionable materials spilled,washed or 3.Keep mesh free of debris to provide adequate flow. ENGINEERS
__ ( IN FEET)
E.Inlets downstream of disturbances should be protecteM streets Should be swept when subject to seepage or high water table. tracked onto public roadways. SECTION VIEW 4.Remove sediment when half of stone outlet Is covered.
sediment from the construction activity is present. 5.Replace stone as needed to fadlltate de-watering. PLANNERS 1 inch= 100 ft.
„ANC-Environmental.jpeg 7.Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are ..\NC-Envirq.menlal.jpeg
provided on additional sheets.Erosion and sediment control details are not drawn to scale. CONSTRUCTION ENTRANCE/EXIT __ I SILT FENCE OUTLET SURVEYORS MOORMAN,KIZER&REITZEL,INC. 1156ROADF00T AVE. FAYETTEVILLE,N.C.
----------------- TYPICAL LOT LAYOUT WITH CURB AND GUTTER MOORMAN, KIZER & REITZEL, INC. PHONE(Rio)484-5191 FAX[phone] LICENSER F-0106
LAST SAVED 4/25/2024 9:53 AM VST PLOTTED 5/20/2024 7:04 AM PLOTTED BY:Oennis Gilbert FILENAME:G:\CURRENT JOBS\H b H CONSTRUCTORS\24-135]-04 JOHNNYFAIRCLOTHMINOR-EC\PLANS\JFAIRCLOTHEC-LOTS8-12.vWG