NCC240003_Site Plan or Location Map_20240103

4" CONSTRUCTION SCHEDULE i-\
�/� . ���EpP 1. Obtain all nwessary permits and plan approvals.Erosion and Sediment Control /,Nps (B&SC)permit and a Certil3cata aP Coverage(COC)must be obmived before avy laud dienubivg acavitiea // \-occur.Acopy oP the E&SC permit,the COC and a hard copy of the plan must be kept on site,preferably ina �j/ ��permltsbox,andacuctionentranc inspecthen 1 J/ / , 1�_ ..+osE z matall r2a 1 ran entrances hens hen autrenPaz,rem�rwa out�nw Pnnus ens wama. /x�t Nets 3 Fm h 1 g d grubbing any necessary areas on the lots as they are started � � ` ��0 Ro40 s 4. Be8 I grad 8 d t t"sI / �%_ ��_9i�_ \ 0.�R a09 5. Be8 1 -thn tru t aL vivifies I / -���- - ` _-. - ICI
la 6 Finish 11 rough grading dh - /
TESR A 1p. 7. install driveways, II ant.d patios. .0- ��
HARNETT\T 9 BvglB n fine grading 81h!g dstabilizing of lot.Inmost<aze b fionofsodonhelot.N areas / _ ,,,,/ / -1 RnELtt _ _ ����_��W��---- - -
S' p'Pa'' COUNTY r The'1 P 'h place -1 he lot is the edorgrassing' of ncontrtakes control
� / / �� 0 �t-- \
p5wOF0 10. The wnhactor shall conduct of the erosion d sedimentation<onuol measures and complete y�.>' ^� '1�
�1-, he following combined if inspection f found the DEMLR website / / � ��i // / y YR�---:_-_--------_,, ,.......„----,..„-......___47. - \\
httP// d a 6 /b t/d--- /nerdy mineral and land resources/srormwatedstermwater Program �j _�� - - �-- � � ° _ - ��� \ \
1o�SITE for P 8 .Twelve months of complete inspection f shall be kept on site and available ram.�� .._��..... Oq... \ �1 ` _____ - \ "
Ni ion at all It is recommendedacopy be kept inapmm[s box.Ref G.S.113A 541throughGS � �,-L- ', �- -_- �
cow U 113,57 Sections 15A NCAC 04.4 0101 through 15A NCAC 04E.0504 General Permit NCG 010000 NPDE$ / - �/ � ---100� �. 'may. {-�\ ,{� �-
o,,,NE` coo ' / i j, ... ..........!- 70
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G"" gUN� J�P p� Il. Self-inspections f J sedimentation control measures are to be pertormed at least once every seven �= //' ���y.. ./���"00 v1b4.. J�-� ��, -tBB-YRz � ��0 -.......13....... S
cal d days within 24 h f ry All
E C than 1 inch.Any needed pa hall ed - / ! �' • f ' Y 0
CO wN madimmediately designed.All Esc measures shall be d specified in ae ! , if oo_ J �I �� - \ ��\�C
0 the details this plan.A gauge shall b stalled at the projecta for monitoring • isp • iI 04' rya \ r
`c" ettB 12 Inspection and final acceptance letters.Whenh project complete,the penninees shall coned DEMLR m �.. % r / _ _�
'. :VAT.AT. close out the E&SC Plan After DEMLR nfomM the perminee of are protect close out,via inspection report 'w ,:,, 0-'p �' 6 1\R\ \
493 .Y the permmee shall visit•deg.nc.govMC001•'to submit an electronic Notice of termination(e-NOT).A$111p e • (�E'1�' S •r �-� �IR„'�'� - ... '' , 2 7 \\\ \ � -
�4 cop§ o� annual general permit fee will be charged until the e-NNOT has been filled out -/ 0- :. ._ ��.. ...... ... tf11 _,eo 0_ 6 �p\\\ •' �O
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Da wen �\, ��
401 GROUND STABILIZATION gym ^ \ N\
VICINITY MAP SITE AREA STABILIZATION �� \
,/ �^ VPECLANDS.g� -GM-win-Gate�ltre-_
(N.T.S.) EXCEPTIONS `i.'.. '.............................. 'L 11
DESCRIPTION TIME FRAME
�...............-.�-.� -������������.i:��-..E:'.'. .................. ...... '.'.'.'.'.:.'.'.'.'.':.'.'..'.'-�����/ _ N.„
II
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PERIMETER DIKES, 7 DAYS NONE o�f a� 1 9R:-r. ... / _ \I)
l I .-...._h _.-..-�.....��1'.40.-. � .......... -�._�1.........................�:. -1�`UTILITY EASEMENT- �5' TILITT I�SEMENT�- � � / \
SWALES, DITCHES o , .....st..�oa'....................a ...,00_ � � ................. .':' / \ -,__ els40) CA2
&SLOPES �i J�` - / \ \MF�-
HIGH QUALITY 7 DAYS NONE v ' I 1pg"YR l"- // \ \ i
WATER ZONES2 'C _............. � �. y�r.. ............ _... _... / /
�^ /.. ........ 59 58 \z \\
H W 4=YR.....
A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY /�.�'-'/' �.`A2 / 61 \ 5 56 t5 ,\ -. ` '
SLOPES STEEPER 7 DAYS IF SLOPES AREIN / / \\\
NCGS 113A-54.1'IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR Ta ('.'. _ _ _ _ _ �4- / / 'ti/ 1 tp0- J \
THAN 3:1 10' OR LESS IN .'.-: . -�.�- m : ----
1, / 4 55 Q4.s Q \COMPLETED AS AN EXCEL SPREADSHEET.
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AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED LENGTH AND ARE Jr `^ y �:J;'.',','y-"- / Oy4, / ,,,igx\ t \,
NOT STEEPER J tU4'._.y'.':.'.'.'.'.':.'.'.'.'.':.'.'.'.'.':......:.............. / / A / M4*N
EROSION AND ..................... ...........yl.'.'.'.'.,; / E ry-4f / tireS‘ I \ • ♦
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A THAN 2:1, 14 _1'.'. / / CONSTRUCTION //
NCAC 046.0131 STATES THAT....DOCUMENTATION SHALL BE ACCOMPLISHED BY DAYS ARE ky ''�;,% Ili / 47 u: LIMITS / CND \ ,\"t
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE ALLOWED ,.+ I -' ffUU" _' y' 5♦I�-2 rj 3 / / 44 46 Lot Plan Lot Plan
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, SLOPES 3:1 OR 14 DAYS 7 DAYS FOR I - - "% 45 "G" ^c'a^F^ 49
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, N t'' / / / CONSTRUCTION / / �- \\\
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION FLATTER SLOPES GREATER 5O =/ / __
CONTROL PLAN." THAN 50'IN I J --- , o / / LIMITS 0 / ' �'3 / /11
LENGTH / / 10'UTILI'_EMENT s J ---1g'lLTILtlY EASEMENT_--- - 20 / / , / / �/ /
ALLWITHHSLLOPESAS 14 DAYS NOFORNE(EXCEPT PERIMETERS I , Vega Lane Vega Lane \��� / /5/- / / / / �Za�
FLATTER THAN 4:1 AND HOW ZONES) / 'V ga CAI - \ f 1 15•UiILITVEhSCMENT�_ ♦ �/_ / / /�
\ / D Lane ` 10'UTILITI EASEMENT ~---- _ 24� g, 13 /
DATE: PAGE: a Y�� /DZ / r.♦�� /� �_
s s /W Silt S F/Wattle n � - - - ♦ �� / V --
FLOW,_ MI Area to be pL0 �I - - ... -b 43 42 41 �40 _39� / -38- /- \/ e, /
against eresIve velocIties may be substituted for
__i:� lea -1 �651:. ,.I �N Tl 4S �w. t �� / / / /�
J,, -B=RS F,tsock/wan nettrg....ht....maost / 37\ O
.44‘2x 2 12.Mial " " to the desires length such that logs do not de .... ''. ... ^'�' �� - - - - / / ti �/ /��
126
Stokes I Stakes J. odelslshudldaeesoalladpamllel�� / ............. . �.............. .................. - j /I'I' G
Sill - ...... ....
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SECTION Iona okNVaminimum or to feet heroin the we are f.........................................
SECTION anda
pe.SI Sacldwalae(St lose.saw., / '_(':............................. ..... - -- � _ z I I o/
n <apamlM1a
�D L slope. N° u siltreM.apaq w _------- _� , 26 - w 36 / �/ 4 ,.
"" e' runoff a dot a . ..... 26' 27 ml /28 29 32 33 34 35 ��//�/
silt - ' / ' 30 31 ���
W W vertically plumb,through the center ort the silt
socelwam.Smses mom he placed al ainterval,Il ,,I , Oak or other durable hardwood stakes with a 2
inch x 2 inch cross section should be Winn ••
1 I - \ \ g 1 /' I 11111 �I�/1(I/('�{I/
of 0 feet if e Mts./wattle placed In a 4lncn 10'-UTILT/ NT ---� AP 16 I' /
«Coen g na a Me. /
maximum interval of 0 feet or a
6 eleltc.d 2 (4)p)14
Toot/2 height Or log a 1 mant,b�:� lli r to StreetIDrvTRENLHEDIrvaTALLAnDry Co e Ga /nnne.ro...�...enn.nn .. ,rsock/wattle to clanieegabehig mwmrcevema. /ISOMETRIC VIEW , NENAN s,,,,al.aN.ast waaltly aaa agar Al
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ENTRENCHED INSTALLATION.
MAINTENANCE:
COMPOST SOCK NIAL FLOW RATES aeon,port«a
accumulated sea'
Mdlsn«c is
ruruno,eneheaspa��s AmaToa. eotgnaerx a nca az na needed to ow - - `
PmwMaa p.aynlxanatar �ml (It)(It)(aon:ml raj 2 bmsuelvWtlee sector / � .. 12
Sheet Flow $ p 4npb MI 4-
s t rusk/Length Modinuml lop 600 Feet
750aFmi 1.00 '.65 n�ynemwbererJasea.Ilna -� ... .... \ WETLaeros 22� � 20 (\ �\o,
WuraA,e I�cootie ('"1 ass m> (eta m) Reinstall if demurred Imaaa lam.. - .� .•Y'.. 24 23 \\ \�-
Are. xp.<d o Ro. 7s zzs xoes be-nspa wine lam `.� ... ..
mmusa duo. " rI aHPnin smia �,nin s.ein IseuePaoaaminea,aaahuetna �,._..l• 1/� -?3D -_ ��2e= _� \�
Ire: zel n/ measumnasbeenpermanen
imiml Henn) /m/m) imim> ieiel permanent/ I / - .. ,___ - , �- � Z.
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SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION \- _ �-- - •__ -_ _�-_��� - -_ _ -7------ '3° .�
y;57) ,4
DATE: PAGE: �� // /�EA1� -` �� �� �� ��
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1Fi .•„ -OAaWAY 1..;P�RbSjf Y� H(a,�.• __ / // '\ ) \
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`cuRe INLET OE OF cuRD Notes: . sir
/ / /// ��
1.If needed,Tree Protection fencing should be installed along the buffer zone,wetland / / \\
boundary and/or around protected trees,providing a radius of at least 1,25 feet for each / / I // / / 1 I I \ \ / / t
/FLOWLEGE DI inchm Wnkaraman. \ / 1 ' / / / \--- 2.Install Silt Fence on the low elevation sines or each lot.Install Silt Fence outlets shown ik ) / / J /I \ I / /\N schamaticltliagram and field atllustea.a necessary,for placement at Iew points.If lots are / / / / / / / /SILT FENCE
" contiguous antl have dMerent land owners or builders,each lot should have indivitlual Sitt (` (II/ 11\ ///\ \SILT FENCE OUTLET ® 3.Install restem.Silt Fence eresptnsi lO feet he pmldertoensu ensure retheihere isnocon01v1wih1 \ / / I ,CONSTRUCTION ENTMNENE septic system.eis the responsibilitye the bu yst m ansurehe installation Msetllment / / ` \\ I / � //fl/ \
CURB INLET control one C es does not impact the do be installed
and per
lot.ea(s). J I// C / I/ I I /
d.Al least one Construction Entrance/Exit is b be installed per 101. / \ \ / I f ) // \
5.Waste bins and other areas dedicated ee for managing building material waste shall be at \ \ \\ \ \ \ / / `/\ /I//lees[50 feet away from storm drain inlets or drainage dkches unless It can be shown that \ / /
no other alternative exists.If this separation cannot be achieved,these areas must be /
nails for
behind Sett Fence. \ \ \ \ ♦ ` \ \ \ /// /
6.Inlets downstream of disturbances should be protected:streets should be swept when \ 1 1 1 / /r//
sediment From the construction activity is present. //
..\NC-Environmenlel.jpeq T.Details for Gilt Fence,Silt Fence Outlets,ConOUT WITH Entrances GUTTnd ER
other measures are / \ / \ \ \ \ \ t , I I / J ` 1 7/ //i.,-ff0,, / I// / \ \N.
provided on additional sheets.Erosion and sediment control details are not drawn to wale. J 1I / Jl /7 / \
------------- TYPICAL LOT LAYOUT WITH CURB AND GUTTER
DATE: PAGE:
z PAGE of
/ i-`r MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION TOTAL DISTURBED ACREAGE: 0.98 ACRES
Rs)
�y4yy{ LOT EROSION CONTROL PLAN
Q� General-All measures will be inspected and corrections made after runoff producingrainfalls or at least onceperweek minimum.The builder will insure that the construction activities on an articular lot do not adverse) affect an of the installed erosion control measures.If lot construction dictates measures will be
p any
y y LOTS 47 & 48
�♦�' 1'Y''i�''i•''i�''i� 5p•Mw.u, 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.
'~~~~~~~ /arCOLLIER GATE
/�yy+y+y+y+y+y+y+•y+./z•:•. �°daa 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 rainfall,inspect any structure used to trap sediment and clean it out as necessary. Immediately remove all
/-...•�- - -al Pal 1,edVOAP - - - -al Pal Pal Pal�•.Sy, objectionable materials spilled,washed,or tracked onto public roadways.
�' _ ~Y�� �������ti 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.An sediment deposits that build u against the fence should be removed and disposed of/ _ Ma p y. y p p g p properly to insure ESTATES
�" 1�Y•''i�''ii''i•'77'"i���•''?i�-. 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.
ii'ii i i•'ii i•'i•'i� FOR
�+.�' .`,=i1i1r.Autu "CU Sodding-The sod should be property 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
/ - - , ? 5.rv` 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. A&G RESIDENTIAL, L L C
-••• 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 CARVERS CREEK TOWNSHIP CU MB E RLAN D COUNTY
Construction: Maintenance: 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.
1.Clear the entrance and,it area of all vegetation,roots,and other objectionable 1.Per NCG-01 Inspect at least once a week and after each 1 Inch or SCALE:1"=120' N O V E M B E R 2023
material and properly glade lt greater rainfall;make any required repairs immediately. 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 GRAPHIC SCALE
2.Place He 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 sediment shall be deposited within the project in such a waythat the sediment is not subject to erosion bwind or water.
smooth It. from leaving the construction site.This may require periodic l 120 0 60 120 240 480
3.Provide drainage to carry water to a sediment trap or other suitable outlet. topdressing with 2 inch stone, •
4,Use genrextile fabrics in order to improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled,washed or 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 cleanout.Remove and replace stone as necessary as it becomes clogged with sediment.Remove all 9 NM
11
subject to seepage or high water table. tracked onto public roadways, 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 )
m 1 fit
CONSTRUCTION ENTRANCE/EXIT
MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.25305
PHONE[phone] FAX[phone] LICENSE BF-0106
LAST SAVED:I I/27/2023 4:54 PM LAST PLOTTED:1 I/28/2023 7:15 AM PLOTTED 6Y.Dennis Gilbert FILENAME:G\CURRENT JOBS\Aare RESIDENTIAL LLC\23-2555-10 COLLIER GATE-EC\PLANS\COWER GATE EC-LOTS 47&48.DWG