NCC232758_Site Plan or Location Map_20231004

/ `N �� \ \__ CONSTRUCTION SCHEDULE
54-'vry9 / /�\ ^ \\ \ // I. Obtain all necessary permits and plan approvals.Erosion and Sediment Control
,poNo ® / \ ` \ \ -"I / ` ....... \ \\ / occur.
cc r. copy and the
a Certificate,the
oCOC d a ha must be the obtained before any land site,pi actiyiin a
1 `wk \ I \ \ «m.Aw,and ace E&SCpermi inspection.
nseCOC and.bard copy of the plan must be kept on site,preferably iva A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY
permits gravel
accessible entrances
inspaa then NCGS 113A-54.1°IS AVAILABLE FOR USE IT CAN BE COMPLETED BY HAND OR
2. InstFMis clears g and union rn any necessary areas
nthfence loco they are fence outlets and wattles. COMPLETED AS AN EXCEL SPREADSHEET.
/ \ I / \ \\ \ \\ 3. Finish clearing and gmbbivg any necessary areas on the lots as they are started. AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED
_ a�� o I \\�/ \ 7.
4. Begin lot gradingand excavation struciion EROSION AND
.� l\ 5. Begin or continue with home construction activities. SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A�� N /� 6. Fnish all rough grading and house construction. NCAC 04B.0131 STATES THAT-...DOCUMENTATION SHALL BE ACCOMPLISHED BY
o�$4AS`n / / \N 1 / ` ` / \\\ T. InsWldaveways,walks and patios. INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE
L 8. BeginP e grading oflot areas APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING,
�0 e \\\\� 9. Final grassing,mulching and stabilizing of lot.In most cases this will involve Ne installation of sod on the lot DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE,
\� /// The siltfmce will remain in place until the lot is sodded or grassing is stabilized and takes hold. PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION
� \ \ \ / 10. The confoilo shall conduct self-inspections oft the erosion and sedimentation control measures and c0mpld[e CONTROL PLAN.'
a - / \\ �_ Ne following combined self-inspection f found on die DEMLR webeim
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2 I \ I �� \ \ \ the conshu N pl .A -n gauge shall be installed h project site for � �
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sR.,11Q V. I / Ne pemlvit fee will
ovMC001"to submit electroniclleNotice. termination(e-NOT). .TOOL FOR..?,== ,,x,r.=••
' amruamit fee will be charged until the o-NOT has been filled out exos nxo TRiMxlxO metes.
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DATE: PAGE: \ Ex // // \`\� �y ( _25 vI- MIN .{ faLTFENCE > /I / o��P_ ( 26 / Q
��iIIIIIII IIIIII IIIIIII;1 '• / In��j��30 / I4Fr ' IIr 20 ) ' / DATE: PAGE
TaP OFSLTF / / ,Q/��'.
MusT eE AT Lrns .' - - \ z-- S
Aso AsrEos E \�//// - / LOhO 19
THE ) ..A.. ..B.. ..C.. ..0.. ..E.. .F., �,G, ..H..
SWIRE \\ ///�j as / a a� 27 S� 0G / r P� t 3 u �� j
HARDWARE0�N I mosoole Na s � �/ / �/ / -� q� / 1O,y� / 0 I I so I s �� �� , I ' ,0 % % 1
rILTER FABRIC.FILTER OF Il.
.:I I� CLOTH NTRENCN 1�/ / / ;/! F \ \ _ J 46 ,� 17L l R Nou R ll ou JL Nous I I �G House Hous xousE
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I �R MN e•I AND AaOw RE \\�� / /// I R OERNCE�D' O /
WASHED STONE •. I oN cxouxD NOTES: rvTl�soLDaxoury I / j j� .,,,.-
1. STLETE ) •z9 .-. _.1 L� `., _ L.� �� :J
1 I Hardware cloth and gravel should overlay the silt fence at least 12 /I/j - a ENTRAN E TION / 0 _r1 RO AY1r AY L.
AY -ROADWAY -RAY - - AY L AT
t�o AI Inches / / `CURB LEnsE or tie Notate ,SAY
i :Its:11 I 2 Stone outlets should be placed on low elevation areas of silt fence I / / \ O / INLET
and based on field conditions. y ./ / 1 If n eded,Tree Protection fenc ng should be nstalled along the buffer zone wetland
`\ MAINTENANCE. •2-\'0'•C STRUCTION .r�. boundary and/or around protected trees,provdinga radius of at least 1.25 feet for each
BURY WIRE FENCE AND I eURr orl,Per NCG-01,Inspect outlet at lest once a week antl after each l inch or I I /. /ry / m'PLIMITS �• ~ LEc[ND inch of bunktliamatar.
t f II event.Gom t d re y. WATTLE-HARDWARE CLOTH aO\ 2.Install Silt Fence m the low elevation sides a each IOL Install Silt Fence points.shown on
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mtrER FaeRlc IN TRENCH Brea fir rain a pee any require pairs immediate)2.Freshen stone when sediment accumulation exceeds 6lnches. I / GZ\ _ ry, N p scheguous rid ha antl field tljnd ow if rs o r build for placement as low points.If lots are3.Keep mesh free of debris to prOvitle atlequate flow. / / 5 / ,9/ /30e/ \_ Fantcegous and have different land owners or builders,each lot should have individual Silt
CONSTRUCTION �Y
4.Remove sediment when half of stone outlet is covered. I\ / A
SECTION VIEW \ / F�\p•.p\ ,- LIMITS �o FENCEouTLET ® 3.Installre d Silt Fence within f0 feet of line to ensure there is no conflict with
,.NC-Envir 5.Replace stone as needed to facilitate de-wa[erinA� - // A VP //,,� �/ pure property
\ 1 ail uI./yey / / / ^Y Z� `` gILTFENCE % cONSTRucnoN eNTRANce :CncAita0:1
tic system.It is the responsibility of the builder to ensure the installation of sediment
L_______J SILT FENCE OUTLET � / / ,ya (T9P') 53 � , � / cDRaINLET � rolmea.Dre.a«.naimpaame.epup.y.temandrepatrarea(.).\ /// /// �� 4. eas[one Construction Entrance/Exit is to be Instilled per lot.5. ste bins and oher areas dedicated for managing building material waste shall be att 50feet away from storm tlrein inletsor dreinage ditches unless h can beshownthatotheralternativeexists.If thisseparesioncannot beachievetl,theseareasmustbe/ / \ � , / tained behind Silt Fence.
/ -� / 6.Inlets tlownsiream of tlisNtbances shoultl be protected;streets Shouts ba swept when
/ \ / / sediment from the pon.waion aaMity is present.
\ \ / \ \NC-Environmental.jpeg ].Details for Silt Fence,SiR Fence OuOets,Construction Entrances and other measures are
/ / � � J provided on atltlRional sllaets.Erosion and sediment control details are not strewn[o stele.
\ \ \y S / ---- TYPICAL LOT LAYOUT WITH CURB AND GUTTER
DATE PAGE: \�� 4O
I H �I \ DATE: PAGE:
Slit S k/ arse Silt S Area
he I \O
A.
.I yJ
Ro .I om equivalent
.. 1z If'I d.. .Toll.ll. 3 aubatmtmPeeed for I /
I /r Rs� 56 �Icso f rib / z
2 2 2..x 2 length m gsdonootide) / \ 3 F '-'0 OPEN O / ��
Stakes Stakes () raa ea parallel to t H -
SECTION SECTION flat areas�a d. .)aa�o s GROUND STABILIZATION J N\ 57 -tJ 38 SPACE �.,K / / a / ,,,
land disturbance,The ends of the sock/wattle(s) simeted at the upslope to lt SITE
SITE AREA STABILIZATION EXCEPTIONS N \ 58 0 .�� / Q•Oa ♦i i
A,,Oa+ zta a,M,.. DESCRIPTION TIME FRAME •
\\ ��i \ CONSTRUCTION / \NO • •
III I, 4 z-n<n<me,ee<nn nnlae°era°n PERIMETER DIKES, 7 DAYS NONE \ N LIMITS y - es' /.S; .-�. A,�„W
W W wrie)4 PH...rough he centered the Mt
sec....Sla.should be placed at a SWALES,DITCHESec LOPES \� \ \ U
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maximum interval of 4 feet or a maximum inuervai HIGH SQUALTY 7 DAYS NONE % \ Lot Plan CONSTRUCTION O� 3 /_I 1 1 1 1'•I
Wood Mulch Com Te.ocuodna Mn. of 8 feet if he silt sod.atge is placed in a 4 h WATER ZONES \�� 36 LIMIT. '� iiii
To 1/2 height of log st S. - 1 (HOW) 35E \S/\ Bn l / ,.I��. �._' Ivlvlvly ��'�
uNTRENeusD INSTALLATION 4444-2.49
TIISew.r„m».m«^,.^. �RENCHED INSTAL,T10. toner.blocks shall be usedbehindthesiltSLOPES STEEPER 7 DAYS IF SLOPES ARE `N 60 I , t444 ._:.
ISOMETRICVEw 91.1.111M1 IS.
...meta held it in place during runoff THAN 3:1 10'OR LESS IN 7 '�\ -. ?i'� ..
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LENGTH AND ARE \RO\ lI / Tr':i-`- N'°gPOS spc(xna FLOW RAresNOT STEEPER / ` qi\ 61 /I - y'_ THAN 2:1, 14 \GryBe p»pnmmh•t« ^zoo (;gip gym)(isogym)(;�,"^1 ]w ::::::;:dddnrx:::;,,,en:erile:ef:es,
awDAYS ARE / conaweuon: Men,tenanae:
Promded m] m) sALLOWED \F'yt.\ 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
i 14
Sheet Flow-...-
-) �s�m°sock/xt.«�eu(zzi i rmi ivarmi ° SLOPES 3:1 OR 14 DAYS 7 DAYS FOR ate \4�T\ material and properly grade it. greater rainfall,make any required repairs immediately.
work Area f Warta • cae.°,) case;,) ,..., FLATTER SLOPES GREATER N. \ \ 2.Place the gravel to the specific grade and dimensions shown on the plans,and 2.Maintain the gravel pad in ac0nditi0nm prevent mud or sediment
in�oxwr nil• s \ \ 62 . smooth it. from leaving the construction site.This may require periodic
ug tie �yan tin%rt vain%n am%n gso%n e THAN 50 N \ 3.Provide drelnageb�arty water toe sediment trap or other sukable outlet. topdressing with 2 inch stone.
(t/ (tom ( ls]x n e permanently stabilized. LENGTH N \ \ 4.Use geosexsile fabrics in order to improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled,washed or
/m/m) /m/m) /m/m) /m/m) /m/m) masurecas5ence marten ysraa aeeovem \ \ subject to seepage or high water table, tracked onto public roadways.
R a. eaailaaaswmeaenueesll�.aameavmul�na ALL OTHER AREAS 14 DAYS NONE(EXCEPT L J N 63
L SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION WITH SLOPES FOR PERIMETERS 7------,._ \ CONSTRUCTION ENTRANCE/EXIT
FLATTER THAN 4:1 AND HQW ZONES) _
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DATE: Wire Fence Filter Fabric PAGE \`\ OPEN I \
and SPACE PAGE 1 of 2
.reel Post max.E.berg.men ahaut rnre me Wire Fence wiry B°ckfill trench
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Steel Post .... thoroughly
General Erosion Control Notes TOTAL DISTURBED ACREAGE: 0.90 ACRES
/ -sin 1.Only the areas shown shall be disturbed
Plastic or I sge• z All disturbed areas shall be grassed and � �6a LOT EROSION CONTROL PLAN
Wire Les ' Fkd, mulched ass as Ossetia and maintained
1 f a ^. pemanent soon established. ` / LOTS 37 & 52
t. ta;a ;�^ ra / CAROLINA CROSSING
DpnaWdnn: + Filter Fabric , ,� / PHASE ONE
1.construct the sediment barrier a standard thane,orextra.ben synthetic fin0..1<s. GROSS SECTION VIEW FOR
2.Ensure that.may impound umesoNe�dimcienttoausefaeofthe ea o Negroa�,High<,fen�, MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION FURR CONSTRUCTION
3.Construct the!liter fah.from a lames aroma sufficient to a length w ore Mraer to avoid joints.when joints are
securely fasten Me filter dot arey at s.lcutto
past..met minimum overlap to the next post.
aongthebotto a< .temad,fastenth»wrelvmme upsml»aferfmn thPe.-Exfand General-All measures will be inspected and corrections made after runoff producing fill per wee any y y
a.su,aore as wppnntnme bnnom Era.eh.Fasten the wire reinforcement.omerM aid.the the EXte 1 pet a pro g rainfalls,s,or at least once k minimum.The builder will insure that the construction activities on an particular lot do not adverse) affect an of the installed erosion control measures.If lot construction dictates,measures will be
side of the fence at
red red rerepaln immediately. 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. AND DEVELOPMENT INC.
s a maximum a 8 feet should be driven f
hnauPO nlenst.Wire or ceam�uwE,sparepoet pound tensile
aulpDam gth 2.SM1ouleIn.er 9neafabr�er c�°fellsedment fence mllePae.Leer,decampoae.
secuGravel 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
es.ng mfil�'rfel.°Will minimum P stsowingdoes not spare aAre mesh support mrea.seoormy objectionable materials spilled,washed,or tracked onto public roadways. QUEW H I FFLE TOWNSHIP HOKE COUNTY
e.e�tnnthenitarre..cliredly10pOSts.WlreOrpes1<alptiesshouldhaveaminimumof50poundtensile $1510 vamaV.nextrin.dreaceoressureenthe 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 to insure ALE:1'r=1JULY 2
aveta m y inches e e proposed Oneormepostsaria a reh clean Take arsine"°'euneermimtNme fissure spring 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. SC �Or 3
upso me aenmopmoxi mI ei mRernoveSodding-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 GRAPHIC SCALE
.Place Inches off fah.along the bottom and side of the.. and bang the area m grade land stabillelzela after the mntnbubng 100 0 50 100 200 400
8,Bac.the trench with soil paced over.filter..and compact.Thorough compaction or me had.is 4 drainage area has been properly MOM.. and stabilization of the root bed.The sod should be limed and fertilized as per soil type recommendation and type of grass recommendations when and if possible.
Do.110 silt scnefi
ncembcom performance.
s. 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 = MI
° 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.
'tie^ 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 ( IN FEET )
ANC-En virq,m en tol.jpeg� SILT FENCE sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water. 1 inch = 100 fit.
JReinforced Silt Fence Outlet-Remove sediment deposits as necessary to provide adequate storage volume for the nett 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] FAX[phone] LICENSE 8F-0106
LAST SAVED:]/18/2023 8:01 AM LAST PLOTTED:]/18/2023 8:13 AM PLOTTED BY.Dennis Gilbert ninovun:G:\STAFF\DENNIS\DENNIS WORK FILES\PROJECTS\EC NEW PROJECT\CARODNA CROSSING EC\CARODNA FM EC-LOTS 37 a,52.DynG