NCC240369_Site Plan or Location Map_20240209

4 ASELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY
��+ CONSTRUCTION SCHEDULE NCGS 113A-54.1"IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR GROUND STABILIZATION
6 I.Obtain all necessaryd lane approvals.Erosion and Sediment ControlIDASC)permit end a Certificate of Cover COMPLETED AS AN EXCEL SPREADSHEET.
Mined
p pprov age AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED
r (Cnmustb kept on site,
beforeany bly iland perm inox,andac wcni.Acopy ofine E&gC permi4 the COC nn,lahard copy of the EROSION AND SITE AREA STABILIZATION
plan must be kept on Sim preferably in apermirs box,and accessible during inspection' SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A EXCEPTIONS
4', / \ z Install gravel construction entrances first,then silt fences,reinforced silt fence DESCRIPTION TIME FRAME
4111111Voutlets and svanles NCAC 04B.0131 STATES THAT"...DOCUMENTATION SHALL BE ACCOMPLISHED BY
CITY OF �. 3 OFinish clearing dgrubbingait as on the lots as they are atoned. INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE PERIMETER DIKES, 7 DAYS NONE
`. 4 e g lot g a a Rao a APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, SWALES, DITCHES
VASS '� S.e g c with excavation
t DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, &SLOPES
ot areas
+ •
6 F r grading and house PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION HIGH QUALITY 7 DAYS NONE
P ' T 1 driveways,walks dp CONTROL PLAN."
111
WATER ZONES
.aGV 8g D fine;gradingmulching astabilizing n l n' ill'involve the installation of on the The Fence will THIS PROJECT IS IN A (HQW)
y IGeneral Erosion Control Notes SLOPES STEEPER DAYS IF SLOPES ARE
np Tm I - dace gr g n- a a nma. THIS
WATER ZONE
-8'.�A ,/ m.Tna ennrca non nnnaantadf rnapennona ofinee and aedrmemmimr control meaamea and nnmpmte mernnwrng ANDALL REQUIREMENTS
-� / combined self-inspection form found on the°EMLRwebsite Pursuant to G.S.113A(3),provisions for permonent ground c sufficient to THAN 3:1 10'OR LESS IN
�, d a e hnpLOwww.a rabou°aivismnsrrner l-and-land-resources,>mmma,eesturmwater- MST des-construction- 1. Only the areas shown shall be disturbed.
,: w.nc eov w-mmera progra p program. restrain Bros must be accomplished for all disturbed areas thin 14 REGARDING SENSITIVE AREA LENGTH AND ARE
a welvemonths ofcom complete inspection davailableforins all working dor 60 calendar d whichever is shorter)followingcompletion 2.Temporary ground stabilization is required within 7 days on all
p v kept G.S.an ANCAC a nil days days( c p WATERSHEDS SHOULD NOT STEEPER
wpybekE05.Generab Permit CS.10000 NPDES4.1 for os.11sA-nstivtioni lsA NCAC llsw.olol tlnongn lsA of construction. areas. THAN 2:1, 14
N NCAC 04E 0504 General Permit NCO 0100011 NPDES for Construction Activities. BE FOLLOWED
I L SolLinspectiuns for erosion and sedimentation control measures are to be performed at least once every seven calendar days and DAYS ARE
�/ b era of greater manlmn.Any race p' andlb as-ma ly measures as ALLOWED
de' d.All SC ry sndl be mninniined ass 'f d h d '1 Nis Ian hall be immlled
m n r 'g p p SLOPES 3:1 OR 14 DAYS 7 DAYS FOR
`� Iz l err / w mttere.wean me pfo l n p n n lac DEMLR l mine ON / 1 FLATTER SLOPES GREATER
VICINITY MAP PI MLR-r thepermiIS TIN prof 1 - p report,Me v shell visa �1 _ \ \ \ I \ THAN 50'IN
(NOT TO SCALE) / aw gofNCG01 submit an electronic Notice f rmination(eNOT)A5100 annual general permit fee will be charged _ J / �/ ���\ OPEN SPACE ) ( \ \ LENGTH
until me eNOT has been filled out / �� AREA#$ I \ 1 \\ \ R PERIMETERS
ty+, ALL OTHER AREAS 14 DAYSWITH NONE(EXCEPT
F,oi� /' I I .( I \\ N\\ ", FLATTER STHAN S4:1 ANOD HQW ZONES)
�¢, � _
-— \5 1.7 �' I ( \ \ (DRAINAGE AGCE55 \ \\
DATE: PAGE: J:O Y-•Td�x \ (\ (I / \ \ \ \ \,) MAINTENANCE \\ �` \I \\
A ,B• C. .,D.. .E. F ..G" H. i'` �J� 'C`c, i\ 1 I I \ ` A� \ EASEMEN \\ u+r\ \ \P✓.
55 ( 1 THIS PROJECT IS IN / \ \ 70 ^
• HI H-QUALITY WATER ZONE \ 42 SODDING
(WS.III/HQW) f
¶ �, ✓/ `v / i+R'/ / \ / \ A ALL REQUIREMENTS �32s \—/ \ \ 1 Ill6 I / 54 / / REG DING SENSITIVE AREA \ \nau5 Nou — WA ERSHEDS SHOULD / 6
53 )3E FOLLOWED or \
i DRAINAGE CCESS
. :.....::.,:,...„..,...:"....,., .:..,,.0.r'''..,'i:;757:f'v.:"L'i:e 47:i:7s A c:RIO TDI:o ya a.
a i
1 —R A, —a,. ROADWAY �— A. A, AY �5 8� 65 NOT OvERLAP,A SHARPENED
etinaAti Tigi'm °>ecea
r \ \ \Ns 64 \ \\
�uRB INLETYID OF cults AT R HOW AT // MAINTENANCE \ r s
` Notes: / EASEMENT \ \ ` • \ / MI' MI cnLa
1.If needed,Tree Protection fencing should be installed along the buffer zone,wetland \ �\ \ \ \ \ 63 \\ \ / Tuaan rnnaac,...
iiiii
boundary and/or around protected trees providing a radius of at least 1 25 feet for each \''''
m Siti
\ \ \ \ 62\ 3° ��LEGEND itch of trunk diameter sTlius ��� HOC\Q� \ /0 '2 Install Silt Fence on the low eleval on s des of each lot Install Silt Fence outlets shown on ro 2 ' 40 \ h 1FLOW o RECT ON schematitld agram antl field dj tetl f ssary,for placement at low po nts If lots arene NFO Leo \ /
pps LT FErvcE coot guous and havetlffere tl d bu ltlers each lot sh Idh 'tlVdual Slt I� / sLT F61acE � 1 1E,\ 1 \ /sLTFENCEouTLEr ® Fences qg our Er \111 71 �N�,� TIaN \\ \/ 33 Install required Silt Fence with' 10f t fp pertylne to ensurem nflct wtth --
co"sTRucT oN ENTRANCE sapt c system.II s the rasp b'I ty f th b'Itlar to ensure the' t II t f ed meet / 1 4 \ \ /curse N ET wmrol measures ones nut' p m pr y l d p reels). N E� 5 Ia At least one Constructions t /E r b ll dp l LI v l y Op(n. �\ \ J5 Wesm b-its antl Omer areas tl d t d f n g g b-Id g teral waste shall be a[ ( / it 72 ) S/J IN ) \ I 1 ( I, HI Vleast 50 feat away from s,e e l m a g a'h less lean be shown met \ 41 •47mAucE°I' .e WATTLE\ \ qR� ,GE5/� I `°r° wA,ra' ano other alternative exsts If this separation cannot be acheved these areas must be wT tN T^cras soousnsraa so°sL eNowxR
contained behind Silt Fence \ I \ ¢ A,� \ O // / ^ctiaewsrso LCON APPEARANCE uo. ecnlraY.
8 Inlets downstream of disturbances should be protected;streets should be swept when RE NlloaceD \j=
sediment from me construction activity Is present k \ S ` 59 / \ EARANCE OF GOOD SOD
\NC-Env'ronmentol peg TDemisbr Silt Fence Silt Fence Outlets Construction Entrances and other measures are \ 46 ot(rLer I 1 \ •
iiiii
prov dad on adtl hone/sheets.Eros on antl sedment control Beta Is ere not drawn to scale. ` "N ON RANCE
I I 1 /,$� I�O 11 I II�O I IITYPICAL LOT LAYOUT W ITH CURB AND GUTTER \ `� \ �� 6D I '?> \ IVI VII I`II I J^ :,45 1 _ / \
i
I \� asIale i 10 — raTO rit �awa.
A I 11
�\ \ / nil x 12 I / // �� \\
I CO
DATE: eve Fence Filter Fabric PAGE: \ \\ \ / \ OPEN�SPACE 1 ) \ \
strength yd.:ln�� PlnaNe°r �� \ \ \ AREA#1 / 42 1!B / / \
e,..IFoe sMax.Eera ahangt who Fence AreeadCkfOilolo-enoh \ // ) / / 110
\ 14 \ ' �' / 'f/ -- \
Steel Post � �tnorouynly� � \ / � � � 40 O� \ \' '' ' ' MAINrFrANce or RleosfoNAND semMDNrnno"co"raoL MRAsuRRs roafor CONSTRUCTION
\ ) ) / / Y. Ali I Ci 15 /� / I /
.....- '....‘ t Fence-Sedimem fences should.insp.ted at least
.Any udiment deposits that huild up against the ream should be removed'anddispoud
Plastic
or
/ .' `/ / \\ / d ' / ,� Dorn r.d==.nenar.,n==e mr
' Imo' /ORAINAGBE ACCESS N. // \ /� cmI' 01
I I �n lM,wssnea orva pub-
he made immed•ately.
1• =egre melrenen tin MAINTENANCE ) I \.,. 17 '`k I I / O//' rem=eg�iM1olaced r ° p s ,nine en°a ne Fence
// I // /' EASEMENT // ( T� /G I I /C/
4/.. Sodding-The sod should be properly maintained to more that Me grass take holds in.areas being secured,T.sod should.watered as necessary
Filter Fabric /' 1 // /' /' \�� 1 \ 19 / � I I ( oese_ "nor n.I.The b.m.a and P YP am an.n ype a «cmmmenaa°m when
segment baiter or standard svengtn or extra s°engni synthetics - SS SECTION VIEW /
2,grove that the M1egM1t of the sediment fence does not exread P4 inches above 9 1 9 \ / /
me>m M>um°antweana=ter ore e, >wcnirel � Grassing and Mulching•The nraa to receive grassing and mulching should.properly I.e.and limed as necessary as an imeal step in soil preparation
y/ \ 1 �IIO.o 1 I \ \ `\ `"'/ g
3. "relyfstenthefire°a°taa;ata o :mpoe r' \ n =
bnebywmm M1fa>le E.n _ A \ ) I ��� \ / gseasonMe wee necessary,
of Re trench.Fasten b- paopetl Maintenance,
,en tnnnaawaek and arcar tiara, — /
Inspect e.alarrada snrraguraarep.m'm gar General onControlNoeS \ 21/ rainfall.ins.Mat Mey are operating as designed...era
19 Fys / u"als°'"sa`°w;n:producing
�rtkr°reatca�`tap a mumu fei�t;'n enpp van°aeb driven as pshownshad. / home
und>tabtraarn>rendistu re,wll p�day on ell 1 s mlw,w,nerated into mmnni
22 cornet time ial,nnmma,om wa�:npa�,�epa mtrwaraawmme:n auppan r.ce1s or become
ovlce earn ,wR= mem.r am b=rn =move nrme=m„a,m nn.m.me,.
fa.n Me onabrmratyop>.wreorpa>°c:p° duanave.mnmumorppuna >e eras 1 /
ed lot area
M1 approximately nd wdaaaarnea p g prep line of p aana mnirndundermining fenced e " �I 1 particular
a.E d.sil a p a>na»aratopr wna,a
e inspected and conections made after..producing rain.ls,or at least once per week minimum,The builder will insure that We
7.Excavate Use treech
construction activitiw on any
23
upslope from the harder. .aeee°o rrnerng mmanal>amun>mnla>aalmam aapa>m _I / / / I 1 \ I 1 entrances maintained as suggested
after and bring the area to grade and stabilize it the n / / \ �J / / \ tie mas°n wno-o ° see am ne °m s corer.Harnlzndaafabm along n Thorough drainage reahasbeenprop y bused to nib a / 1 w S dg a s g el „�mdmn
odticai bWsinknce n trench with a"drlrep^pped Per niemmrrabne and compact, \ / THIS PR OJECT IS IN W.HIGH-QUALITY mrmemam rid Removed
deposits
10.Do notat.h filwr noniexl g as. / WATER ZONE S-III/HQW/)END ALL REQUIREMENTS / / / ) \ I I reamem=IwN that impair �filtration
ep.o-a.Nmt uK wattle.°am,ew removed
unRnt�sediment
mom.ean°..µindn of
wattles pncrp,rsrt
R'GARDING$POSITIVE AREA O / / \
..\NC-EnvirePmenlal.jpeg� \ / WATs-SHEDS SHOULD BE FOLLOWED "o/ / I I a,m,.n cp era q err sr w=SILT FENCE J ox/ / / / l
ps,:5soanthetierce.lm.Takearetoavoidanaeominingmefencedm;ngI,,ssaemave°rd,apl.ce„oneni are
ne=timer=/egg wirn.dim=nLR=more=nfmingmel=ti=b a„n,laN=,= ndn we rare d.
// �/ I ubilireiranerin==amtibminge,=in= anwmm�prnp=rlr=bin.=a
ilr ift2. 17.....,..10,44W
\\ \ / /' 30 / / /
PAGE 1 of 2
MATE: aMHN. _� ,FENCE PAGE. N.\\\ /l 29 i� �/ �/� LOT EROSION CONTROL PLAN
+ i �.
. 96 / TOTAL DISTURBED ACREAGE: 0.36 ACRES
IIIIIIII IIIIIIII IIIIIIII
I / / �� OF
r / gtit� LOTS 71 (Sc 72
TOP OF SILT FENCE
THE WASHED ( OPEN SPACE ��Es/ j SOS /
STEEL FENCE5MUST �� \ AREA#2 0z.�� O WINDER STATION
HARDWAREaLWIRE o:�� FRONT VIEW ! fie\ D° �o 7
BURY WIRE FENCE,FILTER FABRIC, /' / / ' THIS PROJECT IS IN PHASE
/ HIGH-QUALITY WATER ZONE II
FILTER OF ftS7 STEEL FENCE ove WASHED STONE MAXI� CLOTH IN TRENCH
GAND HARDWARE e�lfe / / // /l / / (WS-III/HQW)AND ALL REQUIREMENTS
INTO APART ¢/ / / REGARDING SENSITIVE AREAF'rER OR
b
6 NOTES: NTo soup GROUND ova d,/ 'i/ / WATERSHEDS SHOULD
o$,g"off. 1.Hardware cloth and gravel should overlay the silt fence at least 12 /
2 GROUND inches. / / / / BE FOLLOWED
2 Stone Deets should a week and a
n placed on low elevation areas of silt fence g nd arabll�hrn,a rwnlre rani all DREAM FINDERS HOMES L L C
BURY WIRE FENCE AND \ and based on field cotlitions. / / / / General Erosion Control Notes
wn shall be
Temporary
\J Rv MAINTENANCE: /
F 1.Per NCGA1,inspect outlet at lest onceafter each 1 Inch or HARDWARE CLOTH FILTER FABRIC IN TRENCH greater rainfall event.Complete any required repairs immediately. / / areas. N THE C. T'= 0 F VAS S
2.Freshen stone when sediment accumulation exceeds 6 inches. / / /
S.Keep mesh free of debris to provide adequate flow. / / MCNEILL TOWNSHIP MOORE COUNTY, N.C.
SECTION VIEW 4.Remove sediment when half of stone outlet is covered. /
..\NC-Envlr lul.Joey 5.Replace stone as needed to facilitate de-watering. ( // / SCALE: 1"— 100' JANUARYY 2024
m SILT FENCE OUTLET —
D GRAPHIC SCALE IN FEET
ENGINEERS NE -100 0 10o zoo coo Goa
PLANNERS I
SURVEYORS MOORMAN, KIZER & REITZEL, INC. 115 BROADFOOT AVE. FAYETTEVILLE, N.C.
MOORM AN,KIZER & REITZEL,IN C. PHONE [phone] FAX[phone] License #: F-0106
.1 S.W.vBre021 1,_7 ," LAsl PL0IILn1/6T2021 208 PM PLJIILD BY.Dennis Taber/ ,ILLNAML-GTCURRENT JOBS TH K R CONSTRUCTORS Ta 1367 05 WINDER STATION ECvPIANSVIINDER TTA LOTS 71 a,72Dw,