NCC242436_Site Plan or Location Map_20240812

�'vut EASEMENT , .1-_1 > I ----
58 I I - Q' ---- b-- I 1�
q9 I I 45 a 32 719 \
24 N.0 IwreE I DATE: PAGE: DATE: e e `aer Eabac PAGE:
ll
Ibwnnou,wire fewre Fence1. eE FEAR Le �l/ tlIS? \ _/ 18
1r` I Plastic or 0
/ Up elope
CINDER Lid g Pa0-4
�'�� J /
aPaF3LTFENaE
o, ,,,....'e DR SITE11\ g / rHEWA3HED3r /
f I I I r t :id
are trench
forward
�
'?o b 17 \ I I STEELFENCEP FRONT .................... Filter Fabric
g�b 60 43 WIRE FENCE
wa BDARD COASTLINE RNLRDAD 34 I \ I I HARDWARE CLOTH �FLR 1. �nsroq Me sediment bonier of standard strength ore s strength synthetic filter CROSS 3Ecrloe w
11 2.Ensure that the height of We sediment fence does not exce.24 Inches above Me ground.(Higher fences
FI
STEEL FENCE
may impound volumes of water sufficient.cause failure of the
p'e I I I 1 I I I WASHED OTTTT INTO soup GROUND POST SET MAX� CLOTH IN TRENCH 4barrier.avoid id..When join.are
necess3. a Me filter fabric frore ry,securely..dieaener Gomeonly at a sus roll cut pport p the ost with feet mi^i,n sarl ofmthe next
post
/ GROUND
NOTES: ~T SOLIDPART Support standard stomp filter fabdc by wire mesh..bed securelvore y m the uemathen fabnc on posts.
Ertupslope Maintenance:
l Hardware cloth and gravel should overlay the silt fence at least 12 1.Inspect s at least once a week and after es.1
side of me fence the wry peonto the nt.Wire or�sac o the trench.Fasten f
should hem a minimum so pound tensile strength w
VICINITY MAP I /f 42 I I 16 I I inches samaxmore.6pp eoulabed^.en a o;"a"a„nceca collapse...,decompose.
sec(not to scale) 61 I 35 I I 2 atone sad o should
be placed on low elevation areas of silt fenceend 6. aengthinto,fii„ e°„minimum
nne ,�1;ppdaa dcea not require a w� ash s„pp<,tren<,.Securely
<m<^lpdo cull lace necematry'pa a
\\\\\\\ MAINTENANCE: _ storage volume for We next rain andyangthe
elxoeieu adequate
66 I I MUROW IREFENLE tlVRy of 1.Per NCG-01,inspect outlet at lest onceaweek antl after eachfinch or erfabnca eN4in es ode end sinches Beep shag the nproposed nne of tone puss sad remaw,a unae
_ FILTER FOARIC IN TRENCH greater rainfall event Complete any required repairs immediately. Ca ea,trefrom ne bmderrm4.
I�I I I , 2.Freshen stone when sediment accumulation exceeds 6 inches. 9.Backpll We trench ace 12 inches fvnthnoll placed over the tiller fabrthe bottom and side ic and the trench.
Thorough oampactlon of the 1.1611 is an hr no a,slrage area has been• pe end sta°b,l,zea.ab! it rme contributing
3.Keep mesh free of debris to provide adequate flow. a performance.
II I I l _ . SECTION VIEW 4.Remove sediment when half of stone outlet is covered. 10.0o not attach filterbdcmez¢ting trees.
I 41 15 ..we-enmrgn m'e'.j,.ea 5.Replace stone as needed to facilitate de-watering.
SILT FENCE OUTLET ..wC-EnN teljp g
6 I I 36 I I .lman SILT FENCE
I I 65 I I N.C.D.O.T. I I J
N.C.D.O.T. 10'x 70'
1 I CDOT OR9 Lq N.C. V. 10'x 70 _SIGHT ESMT
I I SIGHT ESMT \F`r SIGHT SMT SIHT ESTM��T yE'I1 A A IT`TI Fy�1}T{T TI R DRIVE T�-// rr� R/W �M
r YJ YJ L2�L21 V S 1L9 V db� L 141 Y V®9 f`� DATE:o PAGE: DATE:
'iJ \ PAGE:
N.C.D.O.T. I ` /
'� N.C.D.O.T. �,�q 10'x70'
�% N.C.D.O.T. 10'x 70' l SIGHT ESMT �P A" "B" C" "D• E" F" -G ^H"
N.C.D.O.T. I?�9 so
x 70' SIGHT ESMT it I 14 - �qx q,
10'x 70' SIGHTESMT t �,,�.1 ll 1 i�
SIGHT ESMT �/ 37 I 11 26 /•i'V•Si, IT e e y
J.4G lL 8
� 63 40 I 11 psy \ > 4frao
\Ct so- 4 nous 11 ll A .nousQ Da rDAq r i AY• -aa J.
oaDWav -GA Av - Av
91 90 89 Cr) ^� oI - .egfafg CURBNLETTEDGeorcuR3 Notes
�" 1 If needed Tree Protection fencing should be installed along the buffer zone wetland
38 i I �3 t Yi 1 � � boundary and/or around protected trees providing a radius of at least 1 25 feet for each
\ ® .. �� w ,' ;G LEGEND inch of trunk tlameter.
'/J� vise a..•.a,e DIRECTION
J i I �/ i°° B" 2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on
FLOW
rL/I J ` :� �- 4,e schematic/diagram,gram and field adjusted,f necessary,for placement at low points.If lots are
M'l•� �OA"GE EASEIv7ERT I / / y y pyP t x Ipnt guous and M1ava different lend owners or builders,eacM1 tat should individualhave Silt
SILT FENCE OUTLET @
/ ,sue Fences
_- ENTRN ® 3.Install required Sik Fence within lO feet of propedy line to ensure there is no conflict with
1 ��q) Construction: Maintenance: septic system.It is the responsibility of the builder to ensure the installation of sediment
ys� tt 2 I 259 a 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 culls INLET E control measures does not Impact the septic system and repair area(s).
`./ L�� material and properly spec it greater rainfall;make any required repairs immediately. 4.At least one Construction Entrance/Exit is to be installed per lot.
y.r1 60 I rl 2.Place the gravel to the specific grade and dimensions shown on the plans,and 2.Maintain the gravel pad in a condition to prevent mud or sediment 5.Waste bins and other areas dedicated for managing building material waste shall be at
���xJJ smoothdo it. from leaving with
stone.
site.This may require periodic least 50 feet away from storm drain inlets or drainage ditches unless it can be shown that
�( I Z --t 3.Provide drainage to carry water to a sediment trapor other suitable outlet. topdressing with 2 inch stone. no other altemative exists.If this separation cannot be achieved,these areas must be
\ \ ( 291 / EI 4.Use geotextile fabdor in order to impfove stability of the foundation In locations 3.Immediately remove ell objectionable materials spilled,washed Cr contained behind Silt Fence.
\ \ F n subject to seepage or high water table. tracked onto public roadways. 6.Wets downstream of disturbances should be protected;streets should be swept when
VA
YTS �/ sediment from the construction activity is present.
1 \ \ \ L_J ®Ilin I NC-Environman ljpeg 7.Details for Silt Fence.Silt Fence Outlet,Construction Entrances and other measures are
/ �- . 258 \ CONSTRUCTION ENTRANCE/EXIT ___ provided onaddulgnal sheets.Erosion and sediment control details are TTER awntoscele.
r TYPICAL LOT LAYOUT WITH CURB AND GUTTER
V
\�m� 1 290 ® 261 //I of°�� , / \
Q A (CONSTRUCTION I --
\� \ LIMITS p,� oIL �SENI�NT� \ �C
\-N \ I i
\ \I 289 I I I 262 U 257 \
\ \I __ 278 Iw I 273
\ 4 - ------ IW I 1 \ DATE: PAGE.
J\C a CONSTRUCTION SCHEDULE u
-` -\ EMENT I 1 I.Obtain all necessary permits ana plan approvals.E a Sedimentc 1(e&sic)Parma and a Cenifi<at<or Coverage a�I �I ° t- m•
Warne Silt ea.Watre j,m,
UTILITY_EASEMENT j° (COC) be obtain.before y land disturbing .A copy f theE&SC permit,the COC and a hard copy of the 'N- ° substituted
use in slit socks or wattles.
iSEMENTon
30' Q w equivalent mtute
la _Ir Ara
al Ir against erosive
2.Installgravel k p entrances
preferably
tN 'I fences,d reinforced i fence inspection. 1=11- 2. Fill silt sockreatre n.ing untio.y with comp.
_-1--- --
\Qa I 1 2 3 a awattles. v tl a 'I smite, a r., to the desired tango, install. °aye`°
to
_ ` ❑ 3.F n I g dgrubbing ^ sary areas on the lots as they are started. SECTION SECTION slope.
t We of a
he
of Me
\ 288 279 Ill I 272 45:es lot
grading
withactivities
„"¢
II V II II ) Mill -- B.Finish all rough 8radmgaa...use construction.All arcs,not disturbed for 7 dare n<eds w have temporary or cennan<^t ,bane.be
located
of me edge
\`\ groina..i stalled. Net.l.noula bam,etl slightly up�.wpem
inch x 2 inch cross section Mould be daven
].Install driveways,walks andpados <o A.Tse* Nara fro 9a amend the end e
I �\ ``` ---- -�- \- 8.Begin fine igrad'n8 of lot most n ^ tl 4. silt klslm�\ \ 9.Final grassing,mulching and stabilizingof lot Inm cases will involve they stalled not sod on Helm.Thesilt fence will W and a
r of the silt
1 \�� - 4 30'DRAIN __ remainin place until onduc is sodded or Was of esmbionanded sedimentation con measures o it wing
L AGE EASEMENT 10.Thecontractor snell conduct self-inspections ofaero erosion end sedimet o control andc mite ma following
verti.11y plumb,through the lea
20'DRAINAG a,ASEMENT combined salty pe,,fame foc donmtheD Idt wcesire wa wa grog eronne4 Min. sFI
'n°au's«Idwaala Ine4inm
naps://w.x d g /b tld V I ill d s/ / g r d m W m
• t staking is not possible(ie.when
Twelve to f completeinspection f shall be kept - d available f inspection all 1 dad Compost
L� --'Ld8 cpyb ken- P b .Rf GS 113A541h gG.5113A5]5 5 CAC04Ames, g 5 UIRRENGHED NSTPLLA I.height of�N ENTRENCHED„���,o....usnoLk wm.m.w.•eoo.ew..enmw.:. uwetue ccrete Noce.,be used behind the evens
F�C{'�r \ NCAC 04. CG 010000 TIO
21
11.5 If P f dsed 1 b f ery seven Ia a s
ah-
271 255 \ wth 24hours of very fg t I n.Ar dedep shall be a immediately Mill 280 \ designed,All ESC measures shall be maintainedes specified to Me construction details on this p Ara gage shell b installed ISOMETRIC w oSeosT ocx,xgu MinFLO s rt e silt at the projectsite for monitoring. rainfall. and 12.Insp and final acceptant letters.Wnm the projectcomplete,the permittees shall coma LMLP to close out the E&SC and any Plan.AflHONCORinforms the Pen^enic the Noce oftelin (e-NOT).Av20 annual general
emitte shall r forun,mnd,ed So. 2. ante must bneeded to allow for e repaceadcmggee or
- "deq.nc wMCG01"t saber nelectro^icN^nce oftermmano^(e-NO'1).A$120 annual ge^eral permit fee will be charged p.m o.:ia .mow Va°^ml Ise°^ml law^ml teo°emI psoemltem
N
- until the o-NOT has been filled out Sheet Flow-e- Mtle mwohm acre we pm 730 Feel moor try cm ...I L.^,Is,:I nwml P.M P.M (seem Iwoml a °
W ar.'a different
maoM
286 281 270 265 Work mpwn,:a,. ,axmm, n'.;=„ V.lea am^^,Pr.^m^, ewe "a"
aw n" are
\ �.mn� Ts� ,reap m ,aaam �eepmm.eam Sie..allReinstal data helloded nnalland
LOT ELAN 1 meeasrenhasbein oe is permaante awiW area above
254 A"SELF-INSPECTION REPORT FOR LAND DISTURBING L SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION
C\ ACTIVITY AS REQUIRED BY NCGS 113A-54.1"IS AVAILABLE FOR
kid m USE.IT CAN BE COMPLETED BY HAND OR COMPLETED AS
`yJ AN EXCEL SPREADSHEET.AN ALTERNATIVE IS TO MAKE
285 282 269 266 1 7 0 0 NOTATIONS ON THE COPY OF THE APPROVED EROSION AND
LOT PLAN SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PAGE 1 of 2
E 253 252 PROJECT SITE.RULE 15A NCAC 04B.0131 STATES THAT
"...DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING
CD `� AND DATING EACH MEASURE OR PRACTICE SHOWN ON A TOTAL DISTURBED ACREAGE: 0.75 ACRES
267 COPY OF THE APPROVED EROSION AND SEDIMENTATION EROSION CONTROL FOR
LOT PLAN CONTROL PLAN OR BY COMPLETING,DATING AND SIGNING AN LOTS 266, 267 & 286
C�� •c'a•tr SO- -- INSPECTION REPORT THAT LISTS EACH MEASURE,PRACTICE
284 283 268 Q -_ -- _ _ I OR DEVICE SHOWN ON THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN." B LA K E F I E L D
20.DRAINAGE EASEMENT 40'DRAINAGE EASEMENT
-�- PHASE 8
/ 40'DRAINAGE EASEMENT - MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION
�w a
/ ,,`_ wa;,:wre. ter si:mawh e m @ .,nra" 'a :tr yrears a110. FOR
wee,mm d^mp m . .m NMmmde mNm . mdwNrmmmmmmA^,m ° made
�50 m y
___ -- _....
-- --- - --"------- _ Dampedwaw<eo�ewaM awma.recee, Woe.aenre:m0;' ex ;: medfoe eaefenc,ulaO of
CATES BUILDING, INC.
....- _ mm°d'"'"„"m"u»"^`a"^^'°`e'�°o°°°� "'m CEDAR CREEK TOWNSHIP CUMBERLAND COUNTY,N.C.
iamm riling-Thesoa,Inwdl»pro,en mambo.to Mine...dra.a.awesa,me areas Mind remree.Te sad sa^nM°ewerereaa.nausea,ymmaam,
adequ ,rm.m,eIn the root zone a.event dormancy of rho
..d.Tna:d.h.pMn m re`e»M'; 1u;pvm.,,o.end.amaamnad* SCALE:V=60' JUNE2024
ro The..d.h..Ibexredand rode°pers.agpe,om*IIona3. es
ese141My.rn.area m��..es,mwg and a4os00shmetewvpenyfet,re.sAOae„^are.<.y W FM GRAPHIC SCALE IN FEET
�'"wnoeu,Io^a�... c<mwwroorsoa�ye.mas ssoduaprea oma+.'w'e.ehdpaa.•reeae„a',ddha,
Persuant to G.5.113A(3),provisions for permanent ground c sufficient Co restain a must Ores..nnm.w^eorymrme.amoerry.a.ar.a,mm.motep.mm^.uema•.Wmetem.•wyare.a.N six.rec.d..,!.pi..;,N see�.^cerm.the ma
so ao 0 so Iso too
be accomplished for all disturbed areas within 14 working days r or 90 Colander days(whichever is p. ' ' wpm, tae.se.o,,..cos.m.d.m..runoff proepnr.u,r.,w.ww w Gene.-Al'measure .r .rasrmx,mpm.
shorter)following completion of construction, s.,,..amnrmmmumem..w m MOORMAN,KIZER 8 REITZEL,INC. 115 BROADFOOT AVE. FAYETTEVILLE,N.C.
.mieai manual.sea^g. ga^d^admwg.w°.mm.,^m+�adPo'mnD nlaeprope,e�^.^en n:,^g�a.°urm a,a..v..m°,^wmamaea"ngg.'p'ae,^ 'moo. PHONE[phone] FAX[phone] FIRM LICENSE F-0106
LAST SAVED:5/26/2024 3.08 PM LAST PLOTTED:6/26/2024 3:38 PM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\CATES BUILDING INC\I6-1803-01 BLAKEFIELD-EC\PLANS\BLAKERELOEC-LOTS266,267a286.Dob