NCC232527_Site Plan or Location Map_20230823

�" CONSTRUCTION SCHEDULE ( �/� . ��
'EpP I. Obtain all necessary permits and plan approvals.Erosion and Sediment Control /
,Np� (B&SC)permit and a Certificate of Coverage(COC)moat be obtained before any laud disturbing activities // r occur. of the P..&SC permit,the COC ands hard copy of the plan moat be kept on site,preferably in � �j/ � 1."----... � -
permits box,eci ee accessible entrances
inspection. J 1 -/ / , -1...:..-.-- ..
JosE z ..atoll gravel non mtrannre Bras ram silt fences,reinforced out�n�outlets and wades. I/ I / (/
6. P 01rLNMs 3 Finish cleating and grubbing any necessary areas on the lots ec they are started ///��� //j/''�11� _ _�_ =-■ \ _ :____ --_,,.,_ .
I/� ��
NO,sR apa> 4. BeginI grad g d factivities \I � � 9i� \� Oa� C „�\ , \ /
5. Beginf with house tru t activities / / -• / / t ` _--. ICI v
6 Finish 11 rough grading d hconstruction. / J // '
,gaP�. ]. install driveways,walks d patios.
// / ..,r1 a �.. - � �� `o_ �1 '=��
C �e 8. Be f di flot - .- _
HARN ETT\/T U - 9 Final grassing,grading
dstabilizing Plot..moat case n 'n' I the(nataBaenn of anti on the lot. / _ / / '-1 % ,..RneV' ��� _�����- \-- \
p'PaA COUNTY I 1'F'1 f 'll place -1 he lot is or grassing'stabilizedand lakes hold. / +a /� t-- �- - \
pewoFO 10. The co.actor.hall conduct self-sp iftins of the erosion d dime tool measures and complete / �/ / '-����� ' ygg�YR\--_ =- -�z-- \
the following combined self-inspection form found ono omt DEMLR websice / �r �_ ��i`� t c \t
,MTV hops://fiIles.tic.gov/ncdeq/Ener¢v%20Mmeral%20and%20Land%20Resources/StonnweterMPDES%20 �� / _ �`. -�\ �
92
o General%20Permils/DEMLR-CBW-MoniWring-Forms-Rev-August-8-2019.pdf Twelve months of complete / .." ."��• ice.. ..-��...q �1 _�� ! _ �\
O1p§SITE inspection forms shall be kept on site and available for inspection at all times.It is recommended a copy be -��_ ile '.• � ;' '' � �- - ` �_ �_ __-f e
covtpvee W w� 401 kept in a permits box.(GS 113A-54.1(0,15A NCAC 04B.0131,NCGOI Pan III Sections A and B) ' / i vim ---y00��' ->O \ /0 ��
ram` ` %'. `.',%'.':.. 0�..
c1rM1E `vD _ I 11. Self-inspections for end sedime trot m to be performed a[lea every seven / �/y / -/ -
6ER� m aarnn ..ration rnm e mrea are time _ .. ft E "."_ """ ��
' rJ calendar days and within 24 hours of every rain event of greater than l inch.Any needed repairs shall be = �j" � �y .............,./..
/ b0.. // --t90-YR' -- �\\\
G UN made immediately ondtomdinthis plan.Ameasuresrain designed.All ESC measures at
projbe maintained specified in __, �. . . " Y ��00 � \\ \
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COthe contraction derails ep a s lane A rain men t i installed et the or monitoring. - - r 00= \
u,a
v garage project _ ."�.". a... "."a"."..
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12. Inspection e E final acceptance letters.When ms e e complete,the a es shall i contact DEMLA m
o
project is co �� �-��
P P P P nnine
s
close wane Ease Plan.After DEMLR informs me a eoftne meet close not via inspection ..�. �
cltES ROAD P Train¢ project P repot, .-�"///" �1"K \ -
aR,f>aa the perminee shall visit"deq.nc BovMCG01"to submit an electronic Notice of termination(e-NOT).A 5100 "`" �`' p0 ' " 6 100-R
cf 4 annual 1 fee will be charged the a-NOT has been filled out / �� \
IP w re genera perm narge ice • . ��" .............. ...... :":"".'.::":":":- : ]:":':":'4`"'"-" o�_yR i �,�
as p�h 'r----------' GROUND STABILIZATION : ." . �" s.".":"."."..".". "i \\\
us wen ° �....:,� ..J..........K...
401 SITE AREA STABILIZATION pq=YR...:......aro'.yft. . . . . . . wt............�' .9 .._�..G)-w-w.
10
VICINITY MAP DESCRIPTION TIME FRAME EXCEPTIONS - ) y- \ Q
(N.T.S.) PERIMETER DIKES, 7 DAYS NONE l jp""" IJ- °o"""' / 1� ee= '
SWALES, DITCHES _Y tie ��pD �� / -lJVllWl \ `Q`�
&SLOPES °`( �oa"'....... ...... .?..,i..r ;...! ..... ..�, �. �� ,-1. i_ \/1 \\\
C 42
HIGH UALITY 7 DAYS NONE '�.....":.".".".".":.".".".".":.".".".".""...".".'�......... / /
WATER ZONES ""."�"too,."."":......."."...//.._..r................ ....:.:.:..:..:.:.:..:..:.:...."""...""""..." " � �
(How) v ,. .?.... ..... ....... .......... ... f--.-."."."."." "" / \
SLOPES STEEPER 7 DAYS IF SLOPES AREi. �Do=Yfrfr!y."`""""""""": .. .... 59 58 \
...„441
THAN 3:1 10'OR LESS IN2 CQ / ,','//
A"SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY CA2 61 �� 56 O�
NCGS 113A-54.11IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR LENGTH AND ARE ra CONSTRUCTION J`��-�) \ \ \ t00, ~
COMPLETED AS AN EXCEL SPREADSHEET. NOT STEEPER 1 LIMITS / VQ� \ ` )RJ \
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED THAN 2:1, 14 /I� ..�J-�� / \ \`
EROSION AND DAYS ARE / t -r - / / 4y. • ♦
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A ALLOWED �/ -�-.. / J�
NCAC 046.0131 STATES THAT-...DOCUMENTATION SHALL BE ACCOMPLISHED BY key / / eo �� a '"t
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE SLOPES 3:1 OR 14 DAYS 7 DAYS FOR ��! l� 45 46 47 / 48 L4RRjan t REIyyEEOO - yl'
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, FLATTER SLOPES GREATER to 3 J "A" I5 LTFENCE ��
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, THAN 50'IN / REINF CED CONSTRUCTION Lot PlanllPII! OUTS `\\�
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION LENGTH M // CAY
/
SIL ENCE LIMITS ^A" ' / 1? -(EXCEPT
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THAN 4:1 AND HOW ZONES) ` """J' - Vega Lane Vega Lane ENTRANCE ENTRANCE TON �4,41'f /. � W� -z4 //�
I. - eV' ane ^ te: -� - „B ►- �� LE:S 13
DATE: PAGE: �- III __:��.....♦.I CONSTRUCTION Cjt 12fi >
St Sock/ .................... -
CONSTRUCTIQlL -� � LIMITS ��.',',f�
Watts Silt Sock/Watts � LIMRS W L - •...-L 12Q_ '�rJ �/ _
NOTE L�_� A pI SILT FE
FLOW-,.._ a'�l �I ba ee for
� 43 42 41 A 40 'P 3 - LZ-�$ �ON9TROCTIO` (TFE 126 �i /// 7
FL be Lo a M..
-ri-� tea ._lam .. Cn �_ 120 0 ENTRANCE
65L -t c If=14 non Lear*%.....Peat II ..WFT. IJ4$'.. ''''WETI?T14 '� CE 4 \ O 1
E t.t,(/'
2 2 gth such tharogs ao not deform ,�f �� SILT FENCE •w�! S6.i✓"ENCE 1 37 �ekes ,a n Stakes I'shouetie-nets ee parareeto / ` '� ...... ........ ...... Cf TYP� Lyn - •�6SECT ON
SE DNS i_ CONS CTION Lot Plann ems eatme ... ... 30 31 MISA�. aMa. a � •� � ,�JJsti °eai�Te 26 27 i 29 /ZZ Pl otPlan 32 33 34 35 stakes with a 2
-y� r//�• /�/vertically soc ONSTRUCTION' REINFORCE CONSTRUCTION / II'II /, Oak or other durable
through the
'- - -- _� LIMITS SIOUTE TE LIMITSM.o..me PHPeaIna4ran � �/
..Lem g na 4 M.. - J /
s �oCONSTRUCTION ale Ilea 2 JJ Wood
1 2 het height of log l9 9a /NSTRUCTION CONSTRUCTION /
J.em,h�:�wq Ili r to StreetICo e Ga 7 ENTRANCE /
urvTRENCHED IrvsinturlOry � ° ENTRANCEENTRANCE_ JJw���o.m.m.,e�.r.eo..o.�re,�e.~w•, _ :: _ J /I /( ,,,,
sookiwenie ale it negamau�n�9 mwmrcevems. ENTRA111P
/J/ //Isouemtc vlEw M saAN sEnsocu/wanle aNeast wreekly anti after /.".".".".".".".".".".".".".".".".".".".".".".".". u CA1 yY--- ENTRA1
1.
ect
«x IxInAL FLOW PATES ��. ^\ 8
for umrencneasmck" - CONSTRUCTION WATT fir. I \ \Socks
(zaoCOMPOSTs lTso 2. time must be rePMceartaossee Dr .". ."." `.".".".".".".".".".".".".".".".".".".".".". \ / 2
r:, Ork n wanetm (Lira)d.so.m)(Boo.m) _ :. - v.- LIMITS 8 \ \
SheetFlow� g ... 2r 19 WETLANDS
"to ax tea. zzs. xcees a;a won a �� \ 20 C NSTRUCTION
muknae 111..to allow for adequate
PreSllta Sock au.l aeP� bDO Feb 25o Fe)
I I I Sln wckAV
e MR
/M . �.-." Lot Plan
('"1 (3'") (moo) , e;;a�erentmea, ._..�" " I \ 24 '2'� LIMITS `+@
_re.
ork Are f wotue o.l. mdma9ea or a'ukra9ea.a 128 SILT FENCE
einpuuue aus ^� \ �-•;: �'''''.'- 1 0 P. ffll
\-C--<'1. ''aI)
M seen 42,,,, payee (za't s(i>i" permanent/
ant/ eizel lane ..-� ,/� 12- ) \
measure nee aomlreta one ma area abovama .......T•-.- �_ �� '� 730 I _� ,26= __ \
een
laeinsaia . .
4. Reinstall if .....
L SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION �_ _ �� - = - _ _= - _ _ =� �0 \�� o J
GATE: PAGE: ' / //� �_ _�� S \ J
g� "B" "G" 77 7 ------- -----_ / _
7.f% T 1 ;71 Ft e )2 )
I 11 ' '1 I' ' I % % , I ) ) \ \ \ K ( i (
ib
lit i HOU it .HOUSE I �V HODS I Q ❑ / -� )4))
LJ' }_lire p� ROr-054rA4�1Fir.•„ -OApWAY 1. •;P�RbSj� Y� Ho.�.f __ / // ' 1 1 \ \ / ` / ///
`cuRe INLET OE or CURB Note: . 1111 / (_. )j
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 \ \ / / / //
FLOWLEGE DI inchm trunk diameter. I
/ 1 ' / / / / / \
SILT FENCE --- 2.Install Silt Fence on the low elevation sines of each lot.Install Silt Fence outlets shown on SILT FENCE OUTLET Instal CONSTRUCTION ENE / ` \ IJ \ / I/ I I /
d.Al least one Construction Entrance/Exit is b be installed per lot. / \ \ / I f ) // \
5.Waste bins and other areas dedicated ee for managing building material waste shall be at \ \ \ \C\ \ / `/\ /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 Th / /I ` 1 // /
..\NC-Environmenlel.jpeq T.Detailsfor Gilt Fence,Silt Fence Outlets,Construction Entrances and other measures are ( \ / \ \ \ \ \ \ t , I I ` / / \ J / �/ 40// f I// �N
provided on additional sheets.Erosion and sediment control details are not drawn to Scale. J I l 1 1 /
------------- TYPICAL LOT LAYOUT WITH CURB AND GUTTER
DATE: PAGE:
/ PAGE of
. ° MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION TOTAL DISTURBED ACREAGE: 4.85 ACRES
•GQo) ,4y�yy{ 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
JeO4♦ / ivilii''i-''ii i• ..w 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 19, 20, 30, 31, 36, 39, 40, 49, 50 & 52
rop
'~~~~~~~ tar COLLIER GATE
iayy+.ez.ez.ez.ezy'+y.ez./ay'tii. a Gravel Construction Entrance-The gravel pad should remain in a condition to prevent mud or sediment from leaving the constmction 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
7-...- - - - - - - - - - -�-.Sy, objectionable materials spilled,washed,or tracked onto public roadways.
4'. _ ~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/ _ ran p y. y p p g p properly to insure ESTATES
�y" 1�Y-''ii'7-''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.
i000/11010111 FOR
y4�� :`�T=i1111ji111."' 'w,o 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
/ p�4. 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. B E NJ AM I N STOUT REAL ESTATE SERVICES, INC.
-• 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 CUMBERLAN 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 exit area of all vegetation,roots,and other objectionable 1.Per NCG-m Inspect at least once a week and after each 1 Inch or SCALE:1"=120' AUGUST 2023
material and properly grade it 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 dimeneione shown on the plans,and 2.from
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 by wind or water.
smooth It. from leaving the construction site.This may require periodic p p t j y 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, 11
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
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 HF-0106
LAST SAVED:0/3/2023 e:41 AM LAST PLOTTED:S/3/2023 12:20 PM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\BENJAMIN STOUT REAL ESTATE SERVICES INC\23-2510-20 COLLIER GATE-EC\PLANS\COWER GATE EC-LOTS 19.20.30,31.36.39.40.49.50&52.1:WG