NCC242536_Site Plan or Location Map_20240822

CLIFTGN McNEILL ROAD \\ \ 7 ( J �'g8 TRACT \\ / \ \ .....
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JOHN MCMILLAN ROADO g / _—_ — \.—— \ //—i,''•-' IO- / \ \ \ \\
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10'UTILITY/ , \ I I I I i I ` ` �'
sit_ ,--� \\ `$ F-ASEMENr/� - \ \ �/' q�/ \ \ �� 1� l I II I I \ `�`� �/ �� \
JOHN MCMILLAN a n / / \ `— J \ .A _ l } '�ej\ / i <� / \ 10'UTILITY N, ///1 I I ' t
ROAD O a / \ 164 1@q — _ 1 y�a \ / \ EASEMENT 0•/ / — -\\\
sit-zz44 =ani / — "• 14,‘,.. v all _ \� / / { \ ro /// L —
/ \N / CONSTRUCTION 1 Ypm i�4 18 V/e9 \ _�5. \\ \ //// / ��' /� —
u rrs io'te" 4T ••..-
J N HALL 7", ' / -\ \ / / ,ei:i 1 — —' ( 66/ CONSMUCTION / \l \ I i// / ( / �' —^\\ (S' \
a� / \J/ 19 �mcp�O� � uMiTs 10 �// �'/ / \ \
223 J mtElan mpg J'/ �I 44 �� 47 / (` /i
J / .d��•m \ �10'UTILITY Lot Plan \\ / / / \
6 ♦°8•�° EASEMENT \ — n16 / — \
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VICINITY MAP •:._.,' o f CONSTRUCTION of Plan of I� ` rt O, m �•'•'"''''at2a�'fA - - - -
N.T.S. \ \ �� — a2 LIMITS eN�� „ ` - 0 mg�'�I:, 'i0<�e•'•'::?'':' :•` ( I j. / /
\ \ - Ic"il LIMITS iii•I\
a ��'\ 53 Amy, 1'°,00m�a ...., :a::'•'•`1 1 \ r. (
\\ 1 ID I CONSTRUCTION CONSTRUCTION SCHEDULE �- N� 1 50 / \ Qu11 \ CONSTRUCTION :� O�� 1 \ -/ - - - - - - - - - \
1 Obtain all necessary permits and plan approvals d$d'era ControgEffisc)perm t and a Certificate of Coverage 21 I 1 CONSTRUCTION \ i v \ LIMITS !- , 1 8(COC)must be obtained before any land disturbing Acopy of the E&SC permit,Me COC and a bard copy of the \ - - Lot Plan I LIMITS \ — 52 \ \
plan inner b<kep f bl bo d 'bl dmuin8 inspecnon \ - "F" 166 1� LOt Plant �0�,0 •'z msmllgr 1 B th -1 rNm«s remror«a screen« \ _ _ I m / 141 \ I �' C '' °4°0�® ' 1 // 11 J .outlets d I 1 Lot3.la If— gI % / \
3.Pmman,a a h' the lots as may are ararted. - / 1 - .
\ \\ ,yp&„E„ I� — El(AT IDTY� m$ 3 °®�®°O r/r^^ I / \L 1 ...'... ... ... ... ... \
5 Be4. gin in o gradingtinue witil h"avation activities \ •
""` J i - CONSTRUCTION\/ \/ 10'UTILITY �' 1� j' -�" — EASEMENT, 2), O.1°>0�,A a '�. /. \
6.Finish all rough grading d h construction.All areas not disturbed for 7 days needs to have temporary or permanent LIMITS /'\ EASEMENT— —— 1/ ` e•o• r • I I / �. \
ran installed. \ - / \ / "— 1' t . ' 54 II 7 � i \
J.Install dr ewaya walks and patios \ I 22 � i i 1 51 + ,
S.Begin fine grading of lot areas 112 OTILITY� / \ I ` Lot Plan ••.e•ps 'aiLN~•••• \ m1 I .� .
9 Pwa1ra g mulching atab'1 of h' ill involve me installation of sod on the lot The silt fence will /� LOt Plan 10'UTILIT
g % g N rC \ I 1y EASEMENT I \ D !V'+ ` \ G"
i place 'Ira I odder grassing i stabilized drakes hold \ — \ •,r �FASEMEt�TT • ' ' ' ' ' ' ' ' '
10 The cent shall d Ir' M the d sedimentation control measures and complete the following "1U, \ \ i 4/ \ — I \ :• IA \ ♦ ) I I I ...
combined selfinspec0on form found on the DEMLR webs. N 1 \ _ 'CONSTRUCTION ` ! '
hips://www.deq.ne.gov/abouVdivisions/energy-mineral-and-land-resources/stormwamer/stommwater-programMpdes-construction-Program. ,',1-' \ / / OMITS `1 „••,:•f•��'•••;�G \ % I / I '
Twelve months°fen reins ection forms shall be and available for in 1l times.It is recommended a q 2 \ \ \ / ,11• •S!1'Oj 10'UTILITV
P apt on score inspection at `Z \ / \ \ :!O-!%`2�0 \ 1 EASEMEANT 1
copy be kept in a permits box. f G.S. 3 .l through G.S.113A 7Sx NCAC 04,0101 through 15A Z _ I
NCAC04E0504GenemlPermn NCO 010000 MOH for ConsuuctionA fo \ —� / \ \I \ 40 \ \ O COISIMITS ON /
Se Limpemmm far erosion and sedimentation control measures are to be pert a least once even seven calendar days and \.,' 1 \ / 23 ^\ \ .. \ \IA \ )LIMITS 55 �tij 1 -
1within 34 hours of very min event of greater than l inch.Any needed repairs shall be made immediately to maintain measures as 1
designed.All ESC measures shall be maintained as specified in the construction derails on this plan.Arain gauge shall be installed \ V� �\ 10'aITILITV .•�i•N \ \ q \ / \ \ /
at the Project site for monitoring. \ FO \ EASEMENT \ 0; \ 7 \ \� /- $'. . .
12.Inspection and final acceptance letters.When the project is complete,the perminasshall contact DEMI.R to close out the ESSC \ \ \ (� \ �zm / \ `—
Plan.Atler°EMTh informs the permittee of me project close out via inspection report,the permittee shall visit \ � \ \ \ \ h%, \ ,•
"dectm.govMCG01"m submit rn electronic Notice oftemmimmtion(e-NOT).A$120 annual general permit fee will be charged 1 J 1 \ ff \ / \ \ / �-• �,� - - - - - - - - - - - -
untilmee-NOT has been filled out \ ���F44 O .•.."'� \ '
24 3� �v iA �� A \ �. 4
SODDING ( _ \ \ \ \ I\ ( 56 o Q' • �. . . . �. . . . . . . . . . . .
\' \ \ l 38 \ e�,, \ \ 1\ l / � \ y5. . .\.'. .'. •LAY SOO IN A STAGGERED v \e A I \ ) otil N A e d- >. .
\ \ / \ N yl i •U'J
25 Gen \ le\ MAIL m�i�, d \ �� —es' . •). . . . •M,� I
1 \ q.• \ Fri°4� ` - \m L • PAR- �. .-.
GROUND STABILIZATION aNn>AHnmIMM,HaPIEaE> I \ 1 �'<:• - : CA-2\ 1 \ IOSA 1'•;. 3� SEAEME'N �� ,;o OF `
SITE AREA STABILIZATION IRMI / I \ sk,''-,,:,,. \ 37 \ ` 6 :.:,,y- \ / �EXCEPTIONS 1 26 m \ \ \ CA-2 \ \ i - - - .
DESCRIPTION TIME FRAME in�MATCHED CORRECTLY. \ \ \ o'. M•e•�`CG': \\ \ 1 \ \ \ / '° ' . ..
PERIMETER DIKES, 7 DAYS NONE / ° '�'.•. - ' •
SWALES, DITCHES \ / \ Fy�y•••, ••,'` \ \ \ \\ \ I ': y`
&SLOPES - (((� \ / \ \\ F4''mF:;�: F°m'`'11: 36 \' \ \\ \ 57 \ \\ o6 1
HIGH QUALITY 7 DAYS NONE \ `-/ \ \ 27 tip,• '�t�!'?,� ''\ \ -- co '' '
WATER ZONES \ 1 CA-1 \ ? _ 1\ _ �J I
(How) \ '� \ \ \ CodST TION CkBea 1
1:; _ LIM is
SLOPES STEEPER 7 DAYS IF SLOPES ARE `I \ \\s \\ \ 35 \\ '`\ \ $,`d °o
THAN 3:1 \ \
10'OR LESS IN ,tt IIcy, / \ \ \ \ \ \ �
LENGTH AND ARE LYTo tAe AOEPmoF< D /
NOT STEEPER TACT as:oo°mEOAa TxI'saoo leLLESTABUSBED-IN.NM,xraa 1 �/ \ \\ \ 1FASEMEINT\ \\ / LoSPolan \ 3 \\\ ( 1
THAN 2:1, 14 wTH,Ha smL E Le.. BISHI m. \ _ J J 1 1O'UTTILITY \ �\ \\ \\ ` I
"A" \ \ \\
DAYS ARE APPEARANCE OF GOOD SOD w ". — I EASEMENT \ 34 t \ \ 10'UTILITY
ALLOWED \ \ \ \\ \\ \ ` EASEMENT \ ) /
SLOPES 3:1 OR 14 DAYS 7 DAYS FOR I I __ I 29 \ 1 \ \ Y /
FLATTER SLOPES GREATER i
II Kie \THAN 50'IN ViiI11YI'llllki "ham. 1\ \\ \\ / \ \ \ '1 '1 59 \\ \\\ 2 \\
LENGTH I n
\ \ \ \ % 'A'?&"E" \ \ \ \
ALL OTHER AREAS 14 DAYS NONE(EXCEPT wa>>rama."w"' \ \ 30 \__ 33 \ \ \ `
WITH SLOPES FOR PERIMETERS i - ° m can>aaea...r \ —_ \ 1 \ I /
FLATTER THAN 4:1 AND HOW ZONES) '`�"!_y' 're°"TMaL.mma —�\ II \ / \\ \\ 1 `` CONSTRUCTION ��\\ \\\
DATE: I
. IC Alm.S.ndard Strength fa.with wire fence •
Wru Fence Filter Fabric PAGE: I \\ '--. --- \ 31` \� \ \ ` LIMITS 10'UTILITY
\ \ 32\ \ \ l \ EASEMENT \
3m5IPOM 6 Max.Extra g Inc without wire fen " Wire Fence were Bnacefulo trenchI \ . . . . . . . \ \ N, Yv \ '7 \ 1 A `
d Compact ( \ V A \ A �j<
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4-} e- steel Past andly \ \ . \ \ \\ \\ ° \ \\ \\ y ` \ i
Pw>e`ee 4Iw, 1 \ \
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4a \ 6 ,
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1 > ♦ ♦ fan d9 na4 Foci / \ 0
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Construction: Filter Fabric a I / \ \ \ \ ` \\ \\ \\\ (�
1. Construg Me sediment barrier of and semgth°rextra strength syn..filter... CROSS SECTION VIEW col \ \ I \ \\ V
2.Ensure M.the height of the sediment fence does not exceed 24 tl.(Higher fences \\ t,l \ \ \ \\ \ \\ /9
rnay impound volumes of water sufficient to cause failure of Me a�abnvethegd,anM1.wM,aim>a. N\ �_ \ 1 \ \ \
inuous roll cut to Me necessary.securely fesMn the filter cloth only at a support length
with a feettlminImuvm overlap to the ne ED . m1 _ _ _ \ \ \
e securely to the upslope side
fabrictonm upstage col \ \ \ \ \ \ \ 6.0�
strength. a \ TOWER \ \ eM
m
4,Support standard strength filter fabric
xtend
\ vP`i
%rnce�nstemuaaan,"me M1atapae wire rt.nauDpoNe should betlrhren 2.Mal inch
greateric make��inc°�Iia K.ma..a�mely><. D E MT
3.Cons.el the filter fa.Porn a
the wire mesh
bottom
side of the fence
t.
or
or become ineffective. P promptly. pa . . . . . . . . . . . . . . . . . - . . . ` \ S \ \ \C06`S i
6.Era str5.when siengths re mesh
support
elnpost spacing does not req.a wire mesh sup....Securey 3.Remove sediment deoosus as necessary de \ - - - \ \ OPT
marery Inr,.>cold.andemch»a.epalagm.Dmpa>.ahnsaftt,apa>t>ana nce.Tekecaretoavoidundrminingth�oceMa adequate
\ 1\ \ \\ \\ LEASE \;\ \) \\ //\ 6\� J
>nel�mem mm,ra6neanaeurn posts.cone or plastic zip Ms should haveam�n�mnmm poundtena�M1 storage Tuba aarewavoM undermining the fence tlurmg
7.Enavate gas trench
6.Pi«°i2fmahes of fa along the bottom and sloe of Me trench. to deans stab!.It rare cano-mming \ 7 sediment deposig \ �-`� 1 \ \ ^\ \\ \\ ZrLA.r�
B. over Mefil.fabrnand p Thorough compaction of thebackfill,a dra g area Remove all azbeenNOW),embll.. O ( \ \ /, grit
to.oo°no'to c ni with
tree>. `—/ \\ \ I \ . \ 1 12 \\ \\ �p58p1,4—' �OaU.\ \
.\NC-Envirrentol.lpeg SILT FENCE \__1 C . . . . . . . . .'.'. . . . . . . . . . .'. . . . . . . . I C \\ yN0%CS WC 'X1 \\ \` \\
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DATE: PAGE:
_ MIN _� FENCE PAGE 1 of 2
+ 1 ' IIIIIIIIv11111111v111111111 MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION TOTAL DISTURBED ACREAGE: 5.57 ACRES
• I T_ LOT EROSION CONTROL PLAN
General-All measures will be inspected and corrections made after runoff producing rainfalls,or at least once per week minimum.The builder will insure that the construction activities on any particular lot do not adversely affect any of the installed erosion control measures.If lot construction dictates,measures will be LOTS 19, 21, 42, 44, 49, 52, 54, 58 & 59
THETBE UTLST �v 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. MCMILLAN MANOR
- 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 rainfalI,inspect any structure used to trap sediment and clean it out as necessary. Immediately remove NI
s
FRONT objectionable materials spilled,washed,or tracked onto public roadways. FOR
VVIRE FENCE
HARDWARE CLOTHSilt 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 BEN JAM I N STOUT REAL
_ ARDWARE
cL31.11 WIRE FENCE,
T FABRIC,BR 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.
NCE
wnsHED STONE MAXaND 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 ESTATE SERVICES INC.
INTOSOLID APART
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. GRAYS CREEK TOWNSHIP CU MBERLAN D COUNTY
NOTES: STEEL
caounD 1.Hardware cloth and ravel should overlay the silt fence at least 12
ems_re O inches. g y 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 SCALE: 1"=100' J UNE 2024
s"o°`�uaor 2.Stone ouUets should 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 of a permanent grass,then a temporary grassing should be used until the growing season permits the use of a permanent grass. GRAPHIC SCALE
and based on field conditions.
MAINTENANCE: Wattles-Wattles shall be inspected after signficant 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
BURY WIRE FENCE AND B IRV e1CIF UPPER EDGE OF 1.Per NCG-01,inspect outlet at lest once a 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. Ill
2.Freshen stone when sediment accumulation exceeds 6 inches.
B.Keep mesh free of debris to provide adequate now. 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 clamour.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 )
q"" IN fey 5.Replace stone as needed to facilitate de-watering. 1 inch = 100 ft.
J � SILT FENCE OUTLET MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
NC-En vir
PHONE[phone] FAX[phone] LICENSE ltF-0106
LAST SAVED:6/26/2024 4:57 PM LAST PLOTTED:6/27/2024 8:14 AM PLOTTED BY.Dennis Gilbert ncrovun:G\CURRENT JOBS\BENJAMIN STOUT REAL ESTATE SERVICES INC\24-2510-01 MCMILLAN MANOR-EC\PLANS\MCMILLANEC-LOT519.21.42.44.49---.DWG