NCC242114_Site Plan or Location Map_20240715

�" CONSTRUCTION SCHEDULE ( �/� . ��
. I. Obtain all necessary permits and plan approvals.Erosion and Sediment Contra) /
OM'''. (E&SC)permit and a Certificate of Coverage(COC)must be obtained before any land dismrbivg activities // r\_ \
.Awpy of the MSC permit,the COC undo hard copy of the plan moat be kept on site,preferably in �/ �� -
pearmits box,and ecussble during inspection. 1 / \�
✓OSpy 2. Install gravel constructionfirst,then silt fences,reinforced silt fence outlets and wattles. J / / / J / 1 .) \\ \
�[Nets 3. Finish clearing d grubbing y wary areas on the lots as they are started. �_ _�_ =-■ `� \�
ao,i'•90z> d. Beg-in I Bad'S de I I / / /l 9i� \� -+�Zp.�� , �,
s. BegL ti Tnn acti t s / i .� '"�-'�'\r ` _-•$ _ It•.
`E TT �e 6. finish
S ROAD wd all
rough alled. dM1 tic[ .All ea rotdiaNtbM for]days neetls to have temporary or pemtenent /r J / /� -- -_
<CoHARNE I I pr•- ] Install driveways,walks dp' inli • \- - _
8 Begin fine grassing,mg of / _ / .�' I ��'"!��___� � �� \
S5 ate" COUNTY 9. Fine grassing,illremulching aestabilizing f rot m most eases this will involve the takes hol of sod on the lot. //\/ _
p9 The silt fence will remain in place until the lot is sodded or grassing is stabilized and takes hold / /� / �" � � area �}_'1\ /�/� ` � 'Or_�' � ---� �'������
peP 10. The...tor shall conduct self-inspections of the erosion and sedimentation control measures and complete / �� ':..- .'.�� �!���. OS`ej� -t YR ---- �`- \\`�\ \[/
,M1"� the following combined self inspection f found an the DEMLR website �� / _ _ J_ >0 - �_ �•�.`-�\ \VV
SITE httpz//www.deg tic gov/about/vions/energy n neral and land resources/storrewater/stormwater program ��a2 "f� 77- � � p Ate.. =_ ! \
/nodes-construction-program.Twelve months of complete inspection forms shall be kept on site and available /� -� :.� .. / 100 YEAR FLOODS \
fp wp f inspection at all times.It is recommended a copy be kept in a permits box.Ref.G.S.113A-54.1 through G.S. i OO�YR.... " --�� \
1" D 401 113A-5]Sections lSA NCAC U4A.0101 through lSA NCAC U4&0504 General Pemrit NCG OI11000 NPDES /` -% •"%" ""'�""""' '''1 ->0 ���` \ �100_` \ \� \
ER m for Corvstruction Activities / :y.. rr Y .. q ..... \ • �� HEL �Th0
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`, 11. Self-inspections for erosion and sedimentation control measmea me to be performed at least once every seven "� / ` ./' • 0
CU C �� 0 D calendar days and within 24 boars of eve than l inch.An needed re hall b - Ae .Tr" y !O Y every rain anent o greaten Y nai pairs s �/ -{R . . .....1ury00_ .-/�
e'n
wN �/
�
��/� o �!' fir, .O
made immediately m as gauge
tied.All ESC coed at the
enrol be maintained o it specified in ®'e Y maintain measures g p j_ \\
01�a R the construction dctaile on this plan.A rein gauge shall be installed at the project site for monitoring. •I .''mi ''/ '' \
aR.VII 12. Ins action and final acce Lance letters.when the complete,the shall contact DEMLR m �/f -f �� - --- \ ///, �
,4
4^' o as P P project mvP Penninees 6
close out the fli'y an.Ante,DEMLR'f M1 P ee of the project close out,via insptttion report, " 1� � �il^p0� / `Yq iV / �\ \
.-ram � y s . . 1....' '. / Lot Plan
p9 wp� the Pertninee shall visit de9.nc.SovMCG01 to submu an elatronrc Notice of termrvation(e NO'1).A 5120 • I .` �..' p...... .'.t06� ''''.'.'.'.'...'.'.'.'.. 0- 7
Ao' .�.l'__'"'...� �. ... .. .. ... Lot Plan \ ram-
wI.
annual general ifee will be char ed until the e-NOT M1az been Elled out - ./.. .. .:. .. p0-. ,,��oo 44
4P0 wtr remit g 0� t. ..__ .. ... .. .'spa_.....` pCJ'+ p �7
w�m $ p . am... ..y .. '. '1 /.�1.'.".'.'.'.-.'.'.'. ''.jc-r ____ -_ \110 A \\\
401 GROUND STABILIZATION so I. ,.O- ........Aroq....'.'.''''''''''''': ''''''''. ��''''::.''''::......: �,• y 10 \\
N
VICINITY MAP SITE AREA STABILIZATION .ir . .. VPE ANDS.
N,T.S. EXCEPTIONS - �TOC�ln�r'lt-e`Lest 11
DESCRIPTION TIME FRAME -.-. +? ��
PERIMETER DIKES, 7 DAYS NONE o -/ , .. .../....:.J.:...:.:..::�:..-..:. .�, ��:....-.:..-..-.:..-..-.:..-..-.:..-:>�' -1T5`UTILITY EASEMENT- �5' TILITT�SEMENT�_ �0'
SWALES, DITCHES r o .... ..( !........ , ;y;'.............,���.................................. ..':' \ �sP�4 CA2 \\
i.
&SLOPES I".'.._..._7 .0`Y - ..''.IC ' '.'.'.'.'.'.'.'.'.'.' .'.'.'.'.'.'.'.'.'.'.' ..'.'. ::':�f -. / / '1.,'
HIGH QUALITY 7 DAYS NONE v R /
I \
�i
T - /WATER ZONES .'.'.y.'.',.....,ter....... �
y...o .�...........................:.. 59 58 f �� Off+
A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY ' /..� CA2 1ti ti V-, .e \ ` .� \
SLOPES STEEPER 7 DAYS IF SLOPES ARE / �� \ \
NCGS 113A-54.11IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR T/] .. / �� / / 55 4°�` \ \ too_yRJ
THAN 3:1 10' OR LESS IN '-: '�'�'��•� r / / / < r (,� '� \
COMPLETED AS AN EXCEL SPREADSHEET. S-vY LENGTH AND ARE I- -'y'�--` / \.
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVEDi-r...y REINFORCED /'
EROSION AND NOT STEEPER J tU ''yiy.....y.;�� WI I / / SILT FENCE ��•/ F'hFti/rl--\ � , \
SEDIMENTATION CONTROL PLAN' D IS KEPT ON THE PROJECT SITE.RULE i5A THAN 2:1, 14 �� f_ _ _ _ _ _'::fit,'._._.:� r� / / \ -40 T C �e __
NCAC 04B.0131 STATES THAT'...DOCUMENTATION SHALL BE ACCOMPLISHED BY DAYS ARE ky !' -'''''-'. '-' '''- ,"II-
/rlr47 '41$ / `z4 C� \ �A'y
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE ALLOWED ,-+ I''-':': -':': -':': -' :: _':'y'� -w'I� ,, Lot Plan
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, P2 / y/ ,4��� ��',I' 3 / / 44 45 46 CONLMzirLE,,,45
/ HIf - .SLOPES 3:1 OR 14 DAYS 7 DAYS FOR �z' 49 C6 Sf1'TRUCTION \\\DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, d) '� / / / LIMIT / �1PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION FLATTER SLOPES GREATER 5O =/ .' �� \CONTROL PLAN." THAN 50•IN 10'UTILI EMENT S _I / ---_tg'UTILITY FASFMENT_ _ / �;� �3//' / CONNSTRUCTIO ��
LENGTH I / - _
ALLHSLROPESAS 14 DAYS FOR PERIMETERS(EXCTERS > Vega a Lane Vega Lane _,, ',1/f, 5 A1,LE/- ---
WITH / / ��/ �LI. -
81LTF C /
FLATTER THAN 4:1 AND HQW ZONES) / G 1 - / 2 / 13
/"eV'1 anei ( - 70'071LlTYEAb`EAENT---~_ UTILITY EhGC.k12Ni \\ 4� /'is, Lot Plan /��
e Y � 1V / A&G ///�p--- 1-•
-
DATE: PAGE: ,.i ' / CONSTRUCTION /
S Sock/watts Silt Sock/Watts - -�' \ �n.'�I_� , / CONSTRUCTION
C
FL �� MI Area to be PLO �I . - ceceon - - �+ 43 42 41 �40 39�A/ -38- /- \ ¢ri�/ 1'
against eresIve ee far-_?-� lee -& � 1:_ n�r'n�&fJ4' use n MR socks or waMes, tYETLAN4$ WETW'l �. �� / / / / 37\ pLot•Ian
- --- z F'sr sock/wan netting uniformly with compost
,2 Mn 2-z 2.. tTMln.� 4 P m,Na desired length such the sea do not deform. cEf:.. ......... •--�" .... ..... --� °"- �_ / / &G"
Stakes Stokes air.aimumof10feenemeralleetoeofel L�
eaminimamm„er t. ar�«mre _ -�� � � � o
-----
SECTION SECTION
gradedslope.SillsoewwareetalfocaledPe _ �
n « at.edgerFa 1 _. ..... �- Z e 36
15
�D L :M.nT;be N°ureMyap.lg to .� - 2 �/ JJJ
/ CONSTRUCTION
/
0 one cend or e ry
"" a' silt runoff 26 27 col /28 O 29 1 32 33 34 35 LIMITS
,1 I i,1 4. Oak or other durable hardwood stakes WO,a 2
inch x 2 inch cross section should be Winn _____. ___-- ----- - -iri
47 irc
of 8 feet e smao.We placed In a 4lncn m interval ' `..sue 10'-VJTiLT/ NT -- / 16 �" r' /
J I
«coin
g /
a a M n.
at a
maximum interval 0,1 feet or a
ele�leu � 626 ) J�To tit/2 height of log a 1 / /I/J�
Dry REN HEDIrvaTALAnorvINSTALLATION. - 25 Collier Gate StreetJJ
,taro.�...�.,.emm.mm .. ,, - .':.
sod/wattle to holda,in a: ig���rcalwnteJr
g) ki) vertically plumb,through the center of the silt
sochlwattle.Stakes should he
ISOMETRIC VIEW , N ENAN r„w,nl.aN.aat weekly are after Al
C C
ENTRENCHED
MAI
etrJPpaT SOCK N pAL ran.RATESseen t ran or greater
accumulated sediment -tie
raru�re��OaspM��e AreaTaa. promo«tso«< am.m „ma, meeeeetoalaw �• -
PmleMed o<,Nm„wrarar �m) (;an.`m)(�n.m)(s�",m) m� 2 bm,oawwaLne sear, / �� Ax - 1z \ �\ �\
sneetF Were f w Sock/"kmstnmeaRi i°aa`mi i��a`mi t»'") (i°") teI 650 3. If pending becomes excess.,.silt�o) re. a / ' ` \ -= T .J_ J.. WE•rraNDs 24 P3 22� � 20 �� \ \
m o
\\
--7
red ] 1s.o zz.s aoo na am .\ .'..' \ _ 128- t=a
`®mil . rc,nsin VI" rc,m/a wen(1" own/nll ...man...". .. iPET -�•-- \--'l �� �`e• Rio \\®__
___ ___ ____
r„ czar ra]./mien) /m/m) /cmim) /m/m> /m/m) p°Mem,anenwaMh'z,e i _ --- �-- 'i� _� �- �_ - 1�0SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION �_ __ � - -- ������ - li_______117_______
_ '3o J /
___,__ ____,\---- - - __ __ __
DATE: PAGE: /� //� � \� /� _�� ' \ �_ 1 /
) )
n n u \ (� > )))))1 j I % % � ; I e e � IdzI
AEI ll Ha ll HOUSE �V �'� 21: sous Q 6 El )
i ( r i(/) __S
,.• �RO��A4�IFi ••.• -OAWAY 1• ':P�Iia�1. Y� HOi•: -- / // ' 1 \ / /
� INLE�GE OF CURB / . ilit''
/ / /, /
Notes:
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 / / // / ./..*
/ 1 I I \ / / / / /
---LEGEND inch of trunk diameter. /2-- 2_
2.Install out Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on ) / / J /I \\ I / /\ I(/ I�\
DIRECTIONFLOW schematic/diagramntigusanhave
and Feld adjusted,g necessary,for placement at low points.If lots are / / / / \ / / /contiguous antl have dMerent land owners or builders,each lot should have indivitlual SittSILT FENCE (` (II/ C(....*\
/) //\SILT FENCE OUTLET ® 3.Install Sepikrequired Silt Fence within litfefthe propertyensu ensure retheistall isnOf sediment 1 / \ \ I I / I ,
CONSTRUCTION ENTRAENENCE septic system.It is the responsibility of the builder to ensure the inslallatiOn Of sediment / / ` \\ I / / \� //fl/ \
CURB INLET control measures does not impact the septic system and repair area(s). J I// C / I I /
d.le least one awayfrom
Construction Em drain inlets
s r drainage
per lot. / \ \ / ) f ) // \
5.Waste bins and other areas dedicated for managing building material waste shall be at \ \ \\ \ \ \ / / `/\ //least 50 fret away from storm drain inlets or.nnot b dgchev unless It can be shown that \ / /
no other alternative exists.If This separation cannot be achieved,these areas must be /
contained behindce,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,ConstructLAYOUT
Entrances GUTTnd ER
other measures are fTh
\ / \ \ \ \ \ t , I I / ) \ 1 �/ ///�//// t I// �\
provided on additional sheets.Erosion and sediment control details are not drawn to scale. 1I 1 /7
------------- TYPICAL LOT LAYOUT WITH CURB AND GUTTER
DATE: PAGE:
PAGE of
. ° MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION TOTAL DISTURBED ACREAGE: 2.48 ACRES
oar ,4y�yy{ LOT EROSION CONTROL PLAN
Q� General-All measures will be inspected and corrections made after runoff producing rainfalls or at least once a week 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 P 9 per any Y Y
J��6 46,4 ii'',46,6 am&N.a- 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. LOTS 6, 7, 3, 4, 51 cJ 4
'~~~~~~~ �er COLLIER GATE
•yy+./z./z./z./z./z./z./z./11:�. a 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
/-...-1-�- -al 1,e-e-l-�-ealP -al_-_ , 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/ _ Mr p y. y p p g p properly to insure ESTATES
�" 1�Y-''i�''ii''i-'77'"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.
i01 i i-'ii 411/1i1 FOR
4+�� :`�T=iljilji-ji.'' ",,c 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
/ - ? ',t 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 R E S I D E N T I A L, L L C
-••fay, 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 M B 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.
n.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 SCALE: 1"=120' J U N E 2024
material and properly grade k. 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 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 sediment shall be deposited within the project in such a waythat the sediment is not to erosionwind or water.
smooth It. from leaving the construction site.This may require periodic P 1 subjectby 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 geotextile 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
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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 l fit
CONSTRUCTION ENTRANCE/EXIT
MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.25305
PHONE[phone] FAX[phone] LICENSE BF-0106
LAST SAVED:5/30/2024 7:55 AM LAST PLOTTED:5/30/2024 3:21 PM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\A&G RESIDENTIAL LLC\23-2655-10 COLLIER GATE-EC\PLANS\COWER EC-LOT...J.13.14.51&540WG